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Plans (39) F ifs 11` A.� i a i NOTE SET BACK AND LOCATION OF 1STANDARD HEEL ENDS ,g ► G; GABLE TRUSS HERE . HGE i4- __ H s y 1 I�I�1.1=1�I�I�I�III�I�I�I�I�I1.11.11M l I :11111111111111111.11111111111111111 — i ; , , , %I . =��omUmmm Iimmmmmumm mmmmmiW ' ' 11111 ! IIIii I r 'I �`,!4 OUT DIRECTION 4-,471 I :: I 1 1 12 " TRAY -* ''II LAYOUT DIRECTION 1 I �IMM�I�I�II♦I�I I LAYOUT DIRECTION 1 I I jl I II ili�IM�IMIIIMI , 1I iII� 1 I ; o,/ , cn w -ri ini,..41 1,, pr 7 I , il , , cc oz cn-i:-61 I 1 i D1 I I O w ii I_ I II ', I .I Ct11111 G �� Ia Q1 ''' , - 1 I , �m�mMINK I inn Ilk I 1 - EG E NWSHAND FRAME PER PLAN �I — -= I � , E , r +--00 W MATCH TRUSSES EAVE y� _ �,1 �Z� - — ,_mW OC ON SITE PER PLAN ccE ° N m VALLEY GABLE TRUSS 0 VELE IN LINE WITH COMMON VERIFY IF BEAM ACCROSS GARAGE FACE GABLE END. NOTCHING OK HERE IS BEARING OF IF GABLE MUST BE JOB NO: TO DO ON VALLEY TRUSS R STRUCTURAL GABLE END ! 0616149 PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VSH7175Z0419074842 Truss Fabricator: Truss Job Identification: Conponents of Oregon 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) Engineering Software: Alpine prysanop PROFS`y�aG Truss Design Loads: Roof - 42 PSF a 1.15uDurationsis software. Version 16.01. 94PE SAO Floor - N/A I4 8324PE Wind - 120 NPN (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss OREGON structure is the responsibilitycomponents for the 7t, "Lcr 14,sod" of the building designer/engineer of e&e/l Tar's record, as defined in ANSI/TPI 1. 2• As shown on attached drawings; the drawing nunber is p eceded by: CAUSR7175 RENEWS:6/302016 Details: 12015EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12030EC1-VAL16010-P611510-PB16010- Rus?/1!19/2016 9/20Tan1ren 07 Submitted by RTT 07:48:00 07-19-2016 Reviewer: PBC $ $ # Ref Description Drawing# Date 1 71997--AGE 16200016 07/18/16 2 71998--A 16200037 07/18/16 3 71999--A1 16200017 07/18/16 4 72000-_BCE 16200020 07/18/16 5 72001--B 16200034 07/18/16 6 72002--B1 16200029 07/18/16 7 72003--C 16200022 07/18/16 8 72004--C1 16200021 07/18/16 9 72005--C2 16200032 07/18/16 10 72006--D1 16200019 07/18/16 11 72007--D 16200341 07/18/16 12 72008--DOE 16200027 07/18/16 13 72009--OGE 16200035 07/18/16 14 72010--GG 16200030 07/18/16 15 72011--FGE 16200028 07/18/16 16 72012--F 16200015 07/18/16 17 72013--FG 16200018 07/18/16 18 72014--EGE 16200038 07/18/16 19 72015--E 16200036 07/18/16 20 72016--EG 16200342 07/18/16 21 72017--HOE 16200024 07/18/16 22 72018--N 16200023 07/18/16 23 72019--N1 16200025 07/18/16 24 72020--VGE 16200026 07/18/16 25 72021--GECAP 16200033 07/18/16 26 72022--CAP 16200031 07/18/16 ( 0616149--JT ROTH CONSTRUCTION —1144 8 -- VERIFY VERIFY, OR — AGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :M9, M10, M11, M12, M13, M14, M15, M16, M17 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load desdi ^oads and reactions based on MWFRS with additional C&C member noyt be to exceed 5.00 PSF one face and 24.0" span opposite face. Too chordmag may beTnotched edot.5' deep .5"lumber o/callongdtoptedige. DO of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. (a) Continuous lateral restraint equally spaced on member. BDeflection meets L/360 live and L/240 total load. Creep increase factor load oam plied checked IRC-122r section10.00 psf0 non-concurrent bottom chord live for dead load is 1.50, load applied per 301.5. 5X5= 8:111111111111 — ; i it � I iiII1LILI s5Xs5 - SXS12-4-7 Aligill . . mil ,Inimsmumilmmil.„.,...ummiummeimminammummuum......3....... _0_9-0-0 3X5(B1)= 5X5= -` 3X5(81) 1-2-s 1-2-8 18-0-0 18-0-0 36-0-0 Over 2 Supports J R=138 PLF W=18-0-0 R=128 PLF U=4 PLF W=18-O-0 _I RL=14/-14 PLF Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) TmssCol,lrmentsofOregon (503)357-Sllg .. I Iwe FT/RT=2%(0%)/4(0) 16.01.00 st 1, AFF 825 N 4.i Ave,Cornelius OR 97113 eeIIFORFANTo* FURNISH um maulsFOUL TO ALL CONTRACTORS Is BRANIN6I 8� OR/- 1/- _ _ _ Truss.,require extrema care in fabricating, handling, shipping, Nine ING be in ,,, G I N E / / /R/ Scale 1875"/Ft the latest edition of BCgI PP,q, Inatellinp and bracing. Refer to and follow O TC LL n o performing these functionBBuildingen o shalSafety Information, by TPI and sSCA) for safetyR7 — 25.0 PSF REF 175 provide temporary bracingerry atac prier �� 83294PE 9 TC DL 10 1997 top chord shall have properly attached structural sheathing and bottom chorparhaCll havenaapr noted otherwise. 0 PSF rgd ceiling. Dations shown for permanent lateralrestraint of weba.hell have bracing°properly attached DATE 07/18/16 .4 ��I�l sections 83, 87 or Big, as applicable. Apply plates to each face of truss andas per SCSIn BC DL the Joint Betel Is, unless notal otherwise. Refer to drawl t position shown shows and 7.0 PSF DRW CAUSR7176 16200016 �1 Alpine, a division of I7W Bondi nus BOA-z for standard p,ete pos'tione. 07/19/2016 drawing, any failure to build then'usspn.coa orman Ir w, htoll t be rorpforihan for ens dppintl°n from this BC LL 0.0 PSF AN ITW COMANNY installation A bracingtruss in conformance with ANSI/Tel 1, or for handling, shipping, OREGON CA ENG `r"••°• np — BFR/RTT o responsibility saln thidrawings dS power page lI,P't,,"O The drawling, Indicates aeoaptanee of professional engineering `Zee oft c TOT.LD. 42.0 a and a.e this areal for u,s q PSF SUM— 48870 6351 Rodeos Chole Ia ppaa,ai l lq of the Building Origin .i par,he TP1enl t sever. drawing any structure la w Sacramento,CA95828 For more information a this Job's s pa and these websites: �8e11 Tan DUR.FAC. 1.15 FROM BB ALPINE:wwa.alpinaltw.com;TPI: aww.tpint.org general notes str Y.=«.: ICC: .Itteafe.arg RENEWS:6/30/2016 SPACING 24.0" JREF- 1 VSH7 1 75204 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= PiII 3X503X5 3X5% 3X5�� 1.5X4 .. •. 1.5X4oi iii, 12-4-7 8 r- -i8 .AddligiA ...7/4//d. Aillikik . I/' ■■ 6X8= `\ +9-0-05X5(A2)= 3X5'—': 3X5= 5X5(A2) 1-2-8 1-2-8 6-3-4 5-10-6 5-10-6 >lc 5-10-6 5-10-6 6-3-4 8-9-9 8-9-9 _l, 9-2-7 L 18-0-0 _L 18-0-0 J 36-0-0 Over 2 Supports >I R=1680 W=5.5" RL=225/-225 R=1680 W=5.5" TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2% 0% /4 0 16.01.00.x,,,=T OR/—/1/—/—/R/— Scale =.1875"/Ft. — PLT Components of Oregon (503)357-2118 ••WWINGI••READ Am POL1nR ALL NOTES oN THIS I�, 825 N 4th Ave,Cornelius OR 97113 "I TANfr• FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING The INSTALLERS. t4. 4s+s TC LL 25.0 PSF i oases require extreme re In fabricating• handling, shipping, instelllnp and bracing. Refer to and follow ��5 O IN e. =h. ,'Leet edition of�5, R REF R7175- 71998 to fermi (Building`icra shall Safety Information, by TPI and ARCA) far safety practices prior !.� �L� OZ TC DL 10.0 PSF performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 4, V 83294PE -7- DATE Aillillh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached If. 07/18/16 ,. rigid ceiling. Locations shown far permanent lateral restraint of webs shell have bracing Installed per SCSI •' BC DL ,4 O�� II sections S3. ST Cr as applicable. Apply plates each race of truss and position as shown above on 7.0 PSF DRW CAUSR7175 16200037 L the Joint Getells, ""lame rotetl 7.7rwlea. Refer 7.7.7,:.:6: rewl,ga:6:-Z for standard plate positions. — i AI Ins, a tlivislen of ITr Ruiltling Components Group inc. aha„ net be reapenaible far any deeletiun from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT tlrewing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for haMling, shipping, AN ITW COMPANY inatauatlon A bracl,g or vaaaea. OREGON A semi :1n li'i'is rore�r r1.U..Ri°R listing this suitability indicates aee.pim,oR re pfofMRlb,Yl engineering C TOT.LD• 42.0 PSF SEAN— 48867 solely p` b and use x ale dressing fpr own,atrwwr.,a the 4 �/Ly 14,2000 S8311 Rovana Circle r..pam.Ib111sy or,yle Building O..1G,.r per A.REI/TPI t s.e.R. She"Tai t DUR.FAC. 1.15 FROM BB acramento,CA 95828 For more Information see this}obs genera, notes ALPINE: waw.alP lnv+l tw.com; TPI:www.tpinst.org;SOCA: ww.sbcintlus�these web sla: w y•ro•: ICC, "paefa.arg SPACING 24.0" JREF- 1VSH7175Z04 MOWS:6/30/7G36 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: 01=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= s• T 3X5% B 3X5�� 3X50 3X5 1.5X4 .. . ..414 •e . � B5X4oi 12-4-7 1 3 = 5X7= X5 `\ -9-0-0 1 5X5(A2) 3X5= 5X5(A2)_ 1-2-8 L. 6-3-9-2-7 _j _ 5-ice-6 I 8-9-9-10-6 5-10-86-8-9_I 5-10-6 ,.L 6 -3-4 18_0_0 9-2-7 18-0-0 I 36-0-0 Over 2 Supports >{ R=1582 I RL=216/-208 R=1683 W=5.5" PLT TYP. Wave Design Crit: 1RC2012/TPI-2007(STD) FT/RT=2%(0% /4(0 16.01.00 +-„I'Vaf1.4., OR/-/1/-/-/R/- Truss Components of Oregon (503 357-2115 ••WAIUIINGI•+ REAB Ab i011�r ALLip� n,Is Bxw•Ircl 825 N Oh Ave,Cornelius OR 9713 '•IloRTArr• F IIEN THIS DRArINB To AEL COInPAeToRE I.CIAIBIIq ME' IrsTALLErts, 5 SSS TC LL 25 Scale =, Trusses require extreme In fabricating, handling, O the latent edition or BGSIc ng• ehlppi,q, installing M bracing. Refer to end follow �� NG I N F� .0 PSF 75"/Ft (Building Component Safety Information, by TPI end luta, for safety REF R7175- 71999 to performing these functions, Installers shall provide temporary bracingtdPetlees Prier �, 9 TC DL tap chord atoll have properly attached structural sheathing ho per all Unless noted ttacher, 10.0 PSF DAT ,„-- rigid ceiling. Locations shown for end bottom chord shell have s properly attached r 07/18/16TM .4-,L�)Q NILL—_,-: p as e. Appy atest oecoot Ta P trussetl positionoo bracing shown dear SCSI BC DL lona B3, B7 B,o. applicable. Apply plates to each rata ort and asshown above and P 7.0 PSF the.lolnt Betel la, unless rated otrwias. Refer to drawl nge,BOA_z for.tetwerd p1ate paitlPna. DRW CAUSR7175 16200017 Al Ino, a division or ITY Building Compo rots Droop Inc. avail not b.reaponeiDle for.y d.lotion from rola 07/19/2016 BC LL owing, en,.failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, 0.0 PSF CA-ENG BFR/RTT AN ITW COMPANY Insaueuen.bracing or truesea, rus OREGON A...I 7:414 .'lpb:lover 1:len ting m:se. Ningi Iodl..t... ane.SE prm.».Ian.I ongterlro A C TOT.LD. 42.0 PSF reaper& lel i I rro D..Igner par AIL41/TPI ,s...n. Pr ul.arst.g .trrewre 1.tlr wr u,T�' m SEQN— 48872 8351 Rovana Circle ^'gyp° cY P the wI ldl r o Sadao nto,a95828 For more Information see this jobs general notes *sett Tart'� DUR.FAC. 1.15 FROM BB a ALPINE: www.et pirritw.com; TPI:www.CPlrmt.org;.TOA; www.abc induaM these web sib y.com: ICC: •IPte.re.Prg RENEWS;6/30/2016 SPACING 24.0" JREF- 1 VSH7175Z04 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - BGE THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T1 2x4 HF #2: :T4 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W11 2x4 HF Std/Stud: :W2 2x4 DF-L #2: :W4, W5, W6, W7, W8, W9, W10, M9 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wind pressure. Windloads and reactions based on MWFRS with additional C&C member design.l Truss designed to support 1-0-0 top chord outlookers and 5 PSF cladding on one face in area (0) only, onProvide lateral wind bracing per ITWBCG wind bracing details or per Top chord may be notchedi .a" deep X3.5"dA24" spananc nloppositeefaagce engineer of record. 2X3 studs require reinforcement at 70% of the DO NOT OVERCUT. No knots or other lumber defects allowed within 12" length tabulated for 2X4 studs of the same grade. of notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min., a 6" OC. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor In lieu of structural panels use purlins to brace all flat TC 24" OC. for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live (S) Add 2x4 x 10-0-0 HF #2 scab to be attached to one face load applied per IRC-12 section 301.5. of ToptedgehofdscabhshouldObe211.53 belowails at 6"the existingctop edge JT PLATE LATERAL CHORD of the top chord. No SIZE SHIFT BITE [23] W3X5 3.25 L 1.25 5X5= 3X5= 5X5= [23] W3X7 1.50 L 1.25 IF" ' [40] W3X7 S 1.25 3X5[ T 3X5(S IØJ',,l 87 . 78� W7 �, 3X5 T (a) P W1011-2-10 5-0-7 W1 'ice ///W6 //� ) li //i 4X5(R) III 3X7[23]= 3X5= 3X5=iiikikkh& \ 9-0-0 1 R=2502 W=5.5" 3X7[40]= 5X7(B7R) 1-2-8 R=2449 W=5.5"RL=163/-1L2 4_0-0 :11710 4-7-10 >I� 5-2-13 015 5-2-13 4-1-9 I_ 5-10-6 J6-3-4 i"--- 9-3-3010-5-9 7-0-12 "T" _ 9-2-7 '9_8_3 ) 10-5-9 16-3-3 36-0-0 Over 2 Supports Note: All Plates Are 1.5X4 Except As Shown. '1 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss co Il FT/RT=2%(0% /4 0 16.01.00.0:.-An 825 N..“nents of Oregon (503)357-!118 **WARNING(••READ AND FOLIAR ALL KITES ON MIS DRANINBi • — 1/— — Ave,Comehus OR 97113 >a DR/ R/ _ ..iwoRTANr•• FURNISH TNIs DMNING TO ALL CONTRACTORS INCLUDING me trema ts. — Trusses require extras.care In fabricating, handling, shipping, Installing nd bracing.Refer to and follow a, 04 „i. TC LL 25.0 Scale 1875"/Ft d. the latest edition of SCSI (Building Cosponsor Safety Information, by TPI and IBCA)for safer Z0 PSF REF R7177/ 72000 to performing these functions. Installer.shall provide temporaryng other prior . chord shall have properly attached structural sheathing tom chord per all e a properlyr noted otherwise, le 83294PE 7. v TC DL 10 0 PSF DATE 07/18/16 tope tailing. Locations shorn for and bottom shall have a attached �I p�D I�'Reactions B3, 07 aspermanent lateraloreachlntra of websshall have bracing Installed DR cau ooao �=i (i thepoint Det0lla, anl.aarot°Padicable. APplgarertes tofaceoftrussandposition as BC DL 7.0 PSF drawings B0A_Z for tandard late °I�n above and W $R7175 1620 Alpine, a tlivielon cf lilt Buildi c ° any deviation 07/19/2016 drawing, any Vol lura to build the"gsspineson Group Inwith ANl not orpfhln for pping, from this BC LL 0.0 PSF AN ITW COMPANY i..talletion 0 bracingtruss in tonftrsence with ANsI/TPI ,, or for h.ndling, shipping. CA—ENG BFR/RTT of trusses. OREGON a Areca`el'lAiis drawl..faat the aaelpweer n listing Taba1ssultab'1'INiryntl«;dduse of s professional aaplhe.fllo y r TOT.LD. 42.0 PSF SEAN— 48883 8351 Rondos Cock reapalelblIlty of the Mullah's Delaney.per ANSIMPI ,sae.2. "g structure la w (� CY 14,20 Sacramento,CA 95828 For more information e �8e11 Tar's BUR.FAC. 1.15 FROM BB ALPINE: 1 r this st.o general no a Peg®and these rob sites: e pineite.coe; TPI: pinst.org; WTCA:eae.ebcintlustry.tom; ICC:www.locsafe.org RENEWS:6/30/2036 SPAC 1 NG 24.0" JREF— 1 VSN7175Z04 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - B ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T3, T4 2x4 DF-L #2: Bot chord 2x4 HF #2 120 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W9 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord lilieu of structural panels use purlins to brace all flat TC 24" ve In load applied per IRC-12 section 301.5. OC. Deflection meets 360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD No SIZE SHIFT BITE factor for dead load is 1.50. [ 2] W3X5 3.00 L 1.25 5X5= 5X7(R) III 3X5= 3X5[2] e r 111111111111111111111:5;64 T 1.5X410 T 11-2-10 -1B 5-0-7 W1 3X5(R) III 3X7= 3X5= '\ -9-0-0 1.5X4 III 3X7= 5X5(A2) 4-7-10 I_ 4-7-10 ---- 1-2-8 9-3-3 >Ic 5-2-13 10-5-9 0 15-g 5-2-13 8-3-6 > 7-11-14 9-3-3 8-3-6 7-11-14 10-5-9 16-3-3 1 36-0-0 Over 2 Supports 'J R=1576 W=5.5" �I RL=145/-162 R=1688 W=5.5" PLT Wave Design Crit: IRC2012/TPI-2007(STD) TrusT TYP.mpotsofOregou ((503))357- 118 ••WAIWINGI•a READ F �T/R TM%( )/4(0) 16.01.00 "._�ti 825 N4ih Ave,Cf Ore on R 03 35 ••IMRORTANr• �' OR/-/1/-/-/R/- Scale 18 PIRN191 This=Ammo TO ALL CONTRACTORS INCLUDING THE INSTALLERS. — Trusses require extreme r In fabricating, handling, shipping Installing and bracing.Refer to and follow ' the latest edition of SCSI if 0.aG I N F� '3'�p TC DL (Build et Component Safety Information, by TPI and SCS far levet TC LL 25.D PSF REF R7175- 72001 to performing l have (properly lathed ersstn shall provide temporary bred safety atar prior 83294pE top chord shall"ave properly etteehad structural sheathing and bottom chord sn,h:Ol sll;a„anaees tad otherwise, 9 10.0 PSF to gid ceiling. Locations amen for permanent latero, restraint or Properly attached � websshall have bracing installed DATE 07/18/16 A Ions S3. S7 or 81?. :a appllo bla. Apply plates L',!. o each rata ar truss,and position as ahem above and an I /� A LI=0O Nil it the Joint gatsl,s, unleseanated tharalea. Refer to dramlrga,6no-z£er tendard ,see Bl. DL 7.0 PSF DRW CAUSR7175 --, ' \VI I Alpine, a tlivlalon ar ITY Building cppa„enea croup I K, shah, ° °°"t'°"' 07/19/2016 16200034 drawing. any failure to build the trues In conformance with ANSI/TPIb1,o�P/o i�a�d��r.n'deviation from tM1la BC LL 0.0 PSF AN ITW COMPANY i„eta„;tion A bracing ar ad... a CA—ENG BFR/RTT g' "'P°'"g OREGON r AA.... 011114y bi.1"Sror moor p g.g.lair mro hem..uAnonilnl'Rli IMIwW apbpsasa.of Yror000l..l■mg,sMfing , '/ ,� = TOT.LD. 42.0 8351 RovanaCi,cle f..pa,alei 11t,.r the Sul id tap g..Igror par ANsI/TPI 1 Sea;."'°"••er tN1.�e<1ro roc«hy.trupwf.1.aha 48 tr,a,20 t0 PSF SEAN- 48875 Secremento,CA 95828 For ware information Belt Tan DUR.FAC. 1.15 FROM ALPINE: .alpineltw.com; TPI;:wwwtt{rinaJetb.o general notes Page and these web ai Ma: BB ro;WrCA: www.sbebaustry,com; ICC: .lecaafe.org RENEWS:6/30/2016 SPACING 24.0" JREF- 1VSH7175Z04 ( 0616149——JT ROTH CONSTRUCTION —1144 6 -- VERIFY VERIFY, OR — 61 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T3, 14 2x4 DF-L #2: Bot chord 2x4 HF #2 (") 2 plate(s) require special positioning. Refer to scaled plate Webs 2x4 HF #2 plot details for special positioning requirements. :W1, W5, W11, W12 2x4 HF Std/Stud: :W13 2x4 HF #1&Bet.: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Left end vertical not exposed to wind pressure. DL=4.2 psf. Calculated horizontal deflection is 0.17" due to live load and 0.19" due Wind loads and reactions based on MWFRS with additional C&C member to dead load, design. (a) Continuous lateral restraint equally spaced on member. In lieu of structuraluse anels OC. P purlins to brace all flat IC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 2] W3X5 3.00 L 1.25 [19] W3X5 2.25 L 1.25 [26] W4X8 S 1.25 1 .5X4III 5X7(R) 111 5X5= foimilimil8 r .i - 3X5[2]% T3 --: 8 1.5X4 III 5X5o� 11-2-10T (a) 4X5(**) T45-0-7 W1 lW12 (a) A .,1 6434X8[26]itN= _ _ Ctiv1_0_0 60 3X5(R) III 4X8= 6X6-ET 3X5[19]E W13 - _4_9 -0 1.5X41 2X4111 H0514(**)(1) 2x4 HF #2 1-2-8 4-7-10 9-1-7 4-7-10 --r. 5-8-9 4-9-1 8-3-6 > 5-8-2 3 1 8-1-10 " 5-6-6 -I 2-5-6 I 9-3-3 15-1-8 I 10-5-9 _9 _1_ 17-5-11 1-2-0 18-5-0 12_5_8 36-0-0 Over 2 Supports ', R=1567 W=5.5" RL=145/-162 R=1695 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16,01.00 x; Truss CollinentsofOregon 503357-2118 • wwINCI••READAIM =j-�7 OR/-/1/-/-/R/- Scale =.1875"/Ft._ FOU-011 ALL NINES ON MIS ERAtINBi 825 N 41 Ave,Cornelius O 97113 '•I r• FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING TME INSTALLERS. `y ��G INET '�'O� TC LL 25.0 PSF REF R7175- 72002 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information, by TPI and Wind) for safety practices Prior TC DL e performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. �� 83294PE 41 1 0.0 PSF DATE 07/18/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI BC DL 7.0 PSF A_1�0 N I i sections 83, B7 or unless as appinoted otherwise. Apply plates to each feta of truss position as shorn above and an DRW CAUSR7175 16200029 1 the Joint Details, 810, ndtetl able. A. Refer to to a 18eA-2 for stand position plate shown I Alpine. a division of ITR Building Components croup Inc, shall not be responsible for 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI t, or for handling,"sh�ping. o from this AN ITW COMPANY Installation a bracing or trusses, shipping. OREGON 09 w A moo a this drawing or ewer peg.flirting thie drawing indicates ro t)'14,98dB TOT.LD. 42.0 PSF SEAN- 48886 ra.pnslelllty esl.ly for Mr a.Ign sheen. The wltsblii pie or gfar at engineering �/ responsibility of the Tlullel W•nes use or this arming for any structure le the 8 a 835 Sacramento, Circle •G Designer per this PI T ees.R. 'en Tar < DUR.FAC. 1.15 FROM BB S�TamaltD,CA 95828 For.ore information a Job's general notes Pa ALPINE:wwr.alpineltw.com: TPI:wew.tpinst.org; RICA:rww.sbcinou t these fab sites. g • y.tem: ICC: .ictaefe.dr RENEW5:6/30/2016 SPACING 24.0" J REF- 1 VSH7 1 75204 ( 0616149--JT ROTH CONSTRUCTION -1144 8 -- VERIFY VERIFY, OR - C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. T3 2x4 DF-L #1&Bet.: T5 2x4 DF-L 2400f-2.OE; (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 HF #2 :B3 2x4 DF-L 2400f-2.0E: Webs 2x4 HF #2 :W1, W4, W10, W11 2x4 HF Std/Stud: :W12 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Calculated horizontal deflection is 0.19" due to live load and 0.21" due DL=4.2 psf. to dead load. Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load In lieu of structural panels use purlins to brace all flat TC 0 24" OC. applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [10] W5X7 S 1.25 [26] W3X5 1.75 L 1.25 [33] W3X10 S 1.25 6X6= 1.5X4 III 6X6= T2 0 T B r T3 7 8 3X5 5X5 (a) 11-2-10 W10 (a) 4X5(**) W4 i� = oW11 6.43 a. 1-0-o B3 I - 4.,11 %%3%:10[33] 3X10(83)= 1.5X4 III 3X5= 5X7[10]-== 5X7=T 3X5= 3X5[26]-= W12 8 . -0-0 2X4 III SS0514= 1.5X4111 2x4 HF #2 k 7-11-14 `� 1-2-8 7-11-14 8-1-10afc -6 6-0-1 4 4-9-1 - 8-3-6 5-8-2 ,,L2-3-1Z. 8-1-10 .L� 5-6-6 - 1-2-5-8- 16-3-3 ,I_ 10-5-9 _L 17-5-11 2� 22-1-8 " I` 18-5-0 _ 43-0-0 Over 2 Supports 2-5-8 R=1881 RL=202/-194 R=1997 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00 + _ Truss Components of Oregon 503 357-!118 ••UARNINCI••READ AND FOLIAR ALL MITES ON THIS 1 AIINMI �' �� f.1� OR/ /-/-/R/- Scale18 mp ) 75 /Ft. 825 N 4th Ave,Cornelius O 97113 "'I�Nn'" FURNISH THIS mwINR m w.CONTRACTORS INCLUDING THE INn•AuExs �� 'PS TC LL 25.0 PSF rrneaee require eairewe r in fabricating, handling, shipping, Installing and bracing. Refer to end rode. U,� ��GIN FF Z the latest edition of SCSI (BuildingREF R7175- 72003 � toperformingOars s^a Safety eInformation,mory byTPI NSCSI for safety practicestprior 9 10.0 PSF DATE these fanttions. Installers shallprovide temporary bracing per SCSI. Unless noted otherwise. �!/ 83294PE 'I' TC DL 07/18/16 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached NC- d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI / BC DL A -`� II s Ions 83. 87 or-7.:77.1„:4-----,....::7 10, as applicable. Apply plates to each face of trussend position as shown above and o 7.D PSF DRW CAUSR7175 16200022 J,I--IJI NIT' the Joint Details, lase noted elhere see. Refer to drawings ieoA-z furta,hdard prate posits who. Alpine, a division of ITN Nui lding----,.ante Groep Int. shall not be responsible far 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. (rqs this AN ITW COMRRiNY inate Ilotion&bracing of trusses. �. ""pp'^g• OREGON l on Af w.pseslb11n1ey eel.iy SA t~°.e dawpose a.I . ne es sIn.sri'�iq',ndad sa ofbwps.wdr m+� any struc ture Is she A(� ``�v�4.3od+ m TOT.LD. 42.0 PSF SEQN- 48892 8351 Rovmla Cade re lwlbll,q of the Building Designer per AMMYTPi I Saps. *g .< DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes @��Tan ' ALPINE: wwmore TPI: ew.t inst.org:/TCA:woesbcindus"d thee,debwww.: yt�: ICC: cteafe.erg RENEW 5:6!302016 SPACING 24.0" JREF- 1VSH7175Z04 ( 0616149--JT ROTH CONSTRUCTION –1144 B -- VERIFY VERIFY, OR – Cl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located •T3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. In lieu of structural panels use purlins to brace all flat TC (0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 6X6= 3X5= 6X6= T2 - T 3X5�i 8 T3 5X5 (a a) 8 11-2-10 W1 )////214 a W8 s 3X10(83)= 1.5X4111 " 9-0-0 1 5X10= 5X10= 1.5X4111 3X10(B3) 1-2-8 Et 7-11-14 >.c 8-3-65-2-13_i_ 5-2-13 8-3-6 7-11-14 7-11-14 8-3-6 T 10-5-9 T >•<8-3-6 7-11-14 L 16-3-3 _I— 10-5-9 ,I_ 16-3-3 —1 43-0-0 Over 2 Supports R=1890 RL=202/-194 R=1988 W=5.5" PLT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.00 r...-'AS Pf81p OR/-/1/-/-/R/- Tmss Components of Oregon (503)357-2118 ••WARNINGI•• READ Ale FOLLOW All NOES ON THIS oRNING Scale =.125"/Ft. 825 N 4th Ave,Comehus OR 97113 ••IraarAMT. FURNISH TNIS DRAWING to Au CONTRACTOR INCLUDING i law . �`rij ��G1NF��S�oZ TC LL 25.0 PSF — Trusses require extreme care in fabricating, handling, shipping. Installing end bracing. Refer to and follow REF R7 1 75— 72004 the latest edition or acs! (Building Component Safety Information. W TPI end PTCA for safety to performing these functions. Installers shall provide temporarynotrdtother prior fy 83294PE 9 TC DL 10.0 PSF DATE 07/18/16 top chord shell have properly attached structure!sheath! bracing per ells Unless ray otherwise.de. rigid ceiling. ng and bottom chord shell have a properly attached •'b ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCsl BC DL 7.0 PSF ,4 �� theelona aT or ss applicable. Apply plates dr each race of fortrusss and position a.,town segue and on DRW CAUSR7175 16200021 L the 1pint Details, unless noted otherwise. Rarer to drawings i6oA-z for standard visci positions. 07/19/2016 Al ins, a y failure of ITN ad the psin nts Group man Inc. eta!!not be responsible hoe ling. shipping. from this OREGON BC LL 0.0 PSF CA—ENG BFR/PTT drawing, any re a vre m build CM truss In oonrorwan<e with ANSI/7P' t, or for handling. AN ITW COMPANY installation 6 bracing or trusses. A wl en this drawing or sewer page liking this drawing, Indle.fae aaeeptane•of prafemelenel engineering fit, ``-Y 14,29"....e m TOT.LD. 42.0 PSF SEQN— 48897 I.ape,aibl lla solely for the drlgn Sleun. The wltabil Ity and use of this drawing for any structure le the 8351Rovcia Circle reapaw lbility of the Building Dw lgnwhr per ANSI/TPI 7 5.0.2. — Sacramento,CA 95828 For more Information see this Jobs general notes Sell Tan DUO.FAC. 1,15 FROM BB ALPINE: waw.elpineltw.eom: TPI:ww.tPinst.org: RCA:www.shcinduser cies®web sites, y.com: Inc: .iccsefe.org RENEWS:6/30/2016 SPACING 24.0" JREF- 1 VSH7 1 75204 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - C2 ) Top chord 2x4 HF #1&Bet. :13 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF #2 :W1, W8, W9, W10 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [24] W3X5 2.25 L 1.25 [28] W2X4 S 2.25 5X7(R) Ill 5X7(R) III 3X5= T3 '� T Notocz 5X5% T4 3X5 4 (a) (a) 4X5(R) III 11-2-10 8 r— NN (a) W1 W8 a T W10 3-0-7 it I aw 9-0-0 __ 1 5X5(A2) 1.5X4111 5X10= 5X10= 3X5[24]= 2X4[28] III 1-2-8 L7-11-14 r 7-11-14 8-3-6 4, 5-2-13 10-5-9 5-2-13 ,i 5-2-13 8-3-6 8-3-6 ', 3-11-14 L 16-3-3 _I_ 10-5-9 12-3-3 J 1 39-0-0 Over 2 Supports R=1820 W=5.5" RL=175/-169 R=1706 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 s:R='.• PROFF OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Co D hnents of Oregon (503)357-2118 ...MARRING!••READ AND FOLIAR ALL NOTES am THIS DRNINGI 825 N4..Ave,Cornelius OR 97113 feIIFDRTANr•' FURNISH THIS SP N/I6 TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`y��GINFF�SiO'L TC LL 25.0 PSF REF R7175— 72005 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and folio. 00 the latest edition of 8th) (Building Component Safety Information. by TPI and RICA) for safety practices prior �� 83294PE T 9 TC DL 10.0 PSF DATE 07/18/16 to prforming these functions, Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid dei l ing. Lacatlens shown far persaoe t lateral restraint of ache shall have bracing installed per acs. BC DL 7.0 PSF DRW CAUSR71 75 16200032 II I� TA sections 03, BJ or BID, a applicable. Apply plates to each face of truss and A 11 .F4'` III the Joint Details, unlessanosed otherwise. Refer to drawl ISOA_Z for standard I'laCen es shown above a en 07/19/20 16 II I \VI `f +1 ^�a P paaltiena, BC LL Alpine, .division oITN Banding comPonente croup Inc. shall t b.responsible far any deviation frac ilia 0.0 PSF CA—ENG BFR/RTT drawing. any failure to bund the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Installation b bracingof trusses. 15C TOT.LD. 42.0 PSF SEQN— 48902 A seal en this drawing of saver papa listing ells drawing, Indicate.•eeptenaw of phnf« engineering.lon.l engineeri 15 ,..0 ea 14,28 • f«panelblllty solely for the design shown. Tho suitability and use of this drawing for any etrooture Is the 835)RovanaCycle reepeslbll lty of the Building Designer per ARSTrn•I 1 See.2. @eel!Tan OUR.FAC. 1.15 FROM BB SacrNnfato,CA 95828 For more Information a this Job's general notes page end these web sites: ALPINE:iwa.alpineitw,com:TPI: asa,tpinst.org:RICA: waw.sbcindustry.com; ICC:ew.lecsefe.org RENEWB:6/30/2016 SPACING 24.0" JREF— 1 VSH7 1 75204 ( 0616149--JT ROTH CONSTRUCTION —1144 B -- VERIFY VERIFY, OR — D1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T3 2x4 HF #2: 120 mph wind, 15.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF #2 :W1, W2, W3, W11, W12, W13 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. 5X5= 1.5X401 5X5= T3 u T 8 — .11111111.°111111 8 H0508�i T4 3X5 0 (a) (a)i (a) 3X3(R) III 11-2-10 3X5# (a) (a) W3 W11 1-10-10 W2 W1 W13 3-0-7 W1A W 4 8 +9-0-0 _L 2X4111 3X5= 5X5= 3X7= 5X5= 3X5= 1.5X4111 20-8-12 >lc 16-0-0 >I 5-8-10 8-3-6 6-11-9 3-6-1 8-3-6 8-3-6 13-11-14 ,j 13-11-15 10-5-9 12-3-3 I< 36-8-12 Over 3 Supports R=806 R=1922 U=1 W=5.5" R=602 W=5.5" RL=149/-142 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00 PIR® FF OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Co I ansate of Cornelius 1503)357-2118 97113 '•MUNI RNI H•INS run Foca AL NOTES TO THISSIN INCLUDING (� `pS� TC LL 25.0 PSF 825 N 41.Ave,Cornelms 01297113 "1FURNISH TINS DRAWING To ALL cgNlNAcroNs INCLWINB THE INSTALLERS. �5 'OGIN �y REF R7175- 72006 Trusses require extreme re In fabricating, handling, shipping, Installing end bracing.Refer to end follow A the latest edition of SCSI(Building Component safety Information. by TPI end.TCA) for safety practices prior (V 83294PE -!' , TC DL 10.0 PSF DATE 07/18/16 n to form) these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, ` top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached �. rigor tell leg. Location shown for permanent lateral restraint of webs shall pot tionbracingas Installed per Bcsl Mi. BC DL 7.0 D PSF DRW CAUSR7175 16200019 ,41111h A L[ O�� I� sections B3, B]or B10, as eppllceble. Apply plates to each feta of truss and position as shown above and on — L i the Joint Delano, unless noted otherwise. Refer to drawings 1B0A-z for standard pieta positions. 07/19/2016 Alpine, a division of ITB Building Components Group Inc. shell not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW rAMR4NY installation,bracing of trusses. engineering �` �[Y 14 qg0 TOT.LD. 42.0 PSF SEQN- 48907 A...r en this drawing Cr .yen page listing thl.drawing, 'Wiest..scepter*.st pret...i oral feepp,.lblllty solely for t1.design Pawn. The suitability end use of this drawing tar any structure Ie she 8351 Rovmla Circle responsibility of the Building Designer per ANSI/TPI ]Set.2. 8e11 Tao t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www,elpineltw,com; TPI: wew.tpinst.org;MICA: www.sbcindustry.com; ICC:wwlv.iccsefe.org RENEWS:6/30/2016 SPACING 24.0" JREF- 1 VSH7 1 75Z04 (0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - 0) THIS DWGPREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF #2 :W1, W2, W3, W10 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC (ii) 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X10 S 1.25 5X7(R) III 5X7(R) III T2 3X5= T 8 — Ncs 3X5 ' .4700000000 5X5 (a) (a) '' 11-2-10 5X5(8) M (a) 8 W3 (a) W10 1-10-10 W2 W1� m Nam 6 —:, 9-0-0 4X5 III 3X10[4]= 3X5= 3X7- 5X10= 1.5X4 III 3X10(83) 1-2-8 5-8-10 8_3_6 6 }I< 5-2-13 10-5-9 5-2-13 ._1_ 8-3-6_ -86 >I— 7-11-14 7-11-14 1_ 13-11-15 ,J_ 10-5-9 ._I_ 16-3-3 J 40-8-12 Over 2 Supports R=1784 RL=183/-183 R=1894 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ';4' :pIRgIFf OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Co events of Oregon (503)357-1118 eevARNINGI••READ AID FOLLOW ALL mons oN nos DRomi S4i TC LL 25.0 PSF 825 N4i Ave,Cornelius OR97113 'eiMP°RTAMr• NANISM TNIs DwaiRR TO ALL CONTRACTORS INewDINB n+E IRRTALL/RS. �`y��GINE REF R7175- 72007 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing, Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior LU 33294PE 4e .1. TC DL 10.0 PSF DATE 07/18/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise.$41116 it top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached a/ rigid ceiling. Locations shown for permanent lataral restraint of webs shall have bracing installed per gcsl BC DL 7.0 PSF DRW CAUSR7175 16200341 ,4 L the Joint Details,O�� sections B3. 87 or 1310,unless as applicable. Apply plates to each face of trussand position as shown above and on less noted otherwise. Refer to drawings 180A-Z for tandard plate posiions. 07/19/20 16 Alpine, a division of I7R Building Components Group Inc, .hall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG PBC/RTT drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMR4NY installation A bracing of trusses. p C TOT.LD. 42.0 PSF SE N- 55529 Aresponsibility Nis drawing or Rover pays listing this drawing, Indlasw saasptenes of professional snallrring 4j w014,0� 0 SEQN-anitle for the Deeleies.nape. The suitability w u.e of this Lowing for.,y asrever. the *sella� DUR.FAC. 1 .15 FROM BB 8351 Roma Cycle rsapaplblty or the Wlldlng si lyreer per A161 asi 7 Bae.A. Sacramento,CA 95828 For more Information sae this Job's general notes page and these web sites: ALPINE: www.elpineitw.com; TPI:ww.tpinst.org: RICA:ww.sbtindustry.com: ICC:ww.iccsafv.org RENEWS:6/30/2016 SPACING 24.0" J REF- 1 VSH7 1 75Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 8 -- VERIFY VERIFY, OR - DGE ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x3 HF #2 :W1, W2, M10, M11, M12, M13, M14, M15, M16, M17, M18, M19, M20 2x4 HF Wind loads and reactions based on MWFRS with additional C&C member #2: design. Truss designed to support 1-0-0 top chord outlookers and cladding load Provide lateral wind bracing per ITWBCG wind bracing details or per not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord engineer of record. 2X3 studs require reinforcement at 70% of the may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT length tabulated for 2X4 studs of the same grade. OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= T2 5X5= B & B 4 B D D I: T 3 3 _ - 7 T3 ,\. 5X5 aW)11a1)291a1)3.3114011111164117)V1 E( W 8 1�fa)1a) a) a) ;( �(a 1a s %. 11-2-10 a a) % (a) 7 8 1-10-10 - – G – – – – – - _ d - 3 , - B B B B B -a 0 0 0 - 0 0 - Z r �� 4) 9-0-0 1 1/////////////////////////////////////////// ///////////////////////////////// ///////////// ///////////////////// 5X5= 5X5= 3X5(131)= Lc 13-8-12 11-0-0 Lc 16-0-01-2-8 I- 13-11-15 -F` 10-5-9 4. 16-3-3 L. 13-11-15 _l_ 10-5-9 ,J_ 16-3-3 J I` 40-8-12 Over 3 Supports 1+ R=136 PLF W=13-8-12 R=146 PLF W=11-0-0 R=126 PLF U=6 PLF W=16-0-0 RL=15/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 OR/-/1/-/-/R/- Scale =.1667"/Ft. Truss Components of Oregon (503)357-2118 •�WARMIMG I••READ NM Fall=ALL NOTES ON THIS BRINING! ES R a h 825 N 4th Ave,Cornelius OR97113 ••IMPORTANT FURNISH THIS DRADINS 70 ALL CONTRACTORS INCLUDING 71N INSTALLERS. .(�fi� FSS, TC LL 25.0 PSF REF R7175- 72008 _ Trusses require extremere In fabricating, handling, shipping, Installing and bracing. Refer to and follow 1 N the latest edition of BCS!(Building Component Safety Information, by TPI and ICA) for safety practice.prior 0 4y. ,0:0 a� TC DL 10.0 PSF DATE 07/18/16 to performing she these functions, Installersach "hall provide and braper BCSUnless noted atachedotherwise. (� • 88294PE — top chord hall have properly attached structural sheathing and bottom chord shall have a properly attached It is rigid calling. Locations show,,for permanent lateral restraint of webs shall have bracing Installed per BCsi / BC DL 7.0 PSF DRW CAUSR7175 16200027 ,4�� sections Ba, Bi or 810, as applicable. Apply plates to each face of trussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. L� Alpine, a division of Ire Building Components group Inc, shell not be responsible for any deviation from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawin0, any failure to build the truss In conform"'''with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY Inatellatlan A bre'ing of tr„aaet. OREGON TOT.LD. 42.0 PSF SEQN- 48914 • A cel an this drawing or pacer pegs listing Nb is drawing, Indicates opro tas of professional aicering responsibility softly far the design.hese. The suitability end gas of this drawing Ter any structure la the 4 'ZLV r 14,2. o FROM BB 8351 Roma Circle r•'pw'tlel l lty x rI.wlidleg Designer par ANSI/TPI t a.c.:. 8 it. DUR.FAC. 1.15 Sacramento,CA 95828 For more information sea this Job's general notes page and these web sites: �e/'Tan ALPINE:www.elpineltw.com:TPI: awe.tpinst.org:STCA: www.sbcirdustry.cow: ICC:www.leesafe.org SPACING 24.0" JREF- 1 VSH7 1 7 5204 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - GGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 T ii i 5-4-13 i ili i ih I 1\' i i 10 i i i azi9-0-0 Pr 2X4(B1)==- 2X4(B1) 6-0-0 6-0-0 Ec 12-0-0 Over Continuous Support R=120 PLF U=11 PLF W=12-0-0 RL=10/-9 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00.0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Co ,nnents of Oregon ((503))357-!118 e*GRNINDI as READ Am FOURS ALL Nanis al THIS Iw,aIII I 0' -R•Pll — 825 N4il Ave,Cornelius OK97113 re•atg,.e care RNISHfabri THISatin SOARING To Ash ppng, TORSInstalling INCLUMing Sod THE'INSTRefer `y<<fi GINE SS,�o TC LL 25.0 PSF REF R7175- 72009 Trusses require extreme re in fabricating• handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and ITCA) for safety practices prior �0 4� F41 y TC DL 10.0 PSF DATE 07/18/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 83294PE top chard shall have properly attached structural sheathing and bottom chord shell have a properly attached Cr,- 9 BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI DRW CAUSR7175 16200035 sections 113, 87 or 610. as applicable. Apply plates to each face of truss and position as shown above and on Ail 1��)11^ the�alnt Seta anima.noted atna,,,l Refer tag drawings 1SOA-z ran standard place paeitiana. BC LL 0.0 PSF CA-ENG BFR/PTT II I v Alpine. a clivi-Ian or ITS Build lila Compooente Srouv Inc. shall t be responsible ran any deviation rrom thi- 07/19/2016 drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, OREGON AN ITW COMPANY Installation A bracing oftrusses. TOT.LD. 42.0 PSF SEQN- 48917 A seal on this drwlne or.can..page listing this drawing. frailest.eeawptenea of profeaslonel sagineer leg ' respene,bl l lty solely for the Orlon Oxen. The eeltabl I ity end ilea of this drwing far any strueturs Is the "LY 14,ZA�,s� • 89al ROVNIB cycle roapweibiilty of the Building Aalgner per ANSI/TPl 1 Sea.2. 'Sell Ta,•'c DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information ape this Job's general notes page and these web sites: ,• SPACING 24.0" JREF- 1VSH7175Z04 ALPINE:sww.elpinelte.com;TPI: www.tpinst.org;NTCA: ww.sbcindustry.com: ICC:wwa.iccsafe.org RENEtl15.61300016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 8 -- VERIFY VERIFY, OR - GG ) Top Bot chord 2x6 DF-Lchord 2x4 HF 2SS 2 COMPLETE TRUSSES REQU 1 RED 1 t t Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 012.00" o.c. Special loads Bot Chord: 2 Rows f 2.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row E 4" o.c. TC- From 76 plf at 0.00 to 76 plf at 6.00 Use equal spacing between rows and stagger nails TC- From 76 plf at 6.00 to 76 plf at 12.00 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 12.00 4" o.c. spacing of nails perpendicular and parallel to BC- 1881.32 lb Conc. Load at 1.60, 3.60, 5.60, 7.60 grain required in area over bearings greater than 4" BC- 1889.71 lb Conc. Load at 9.60,10.94 120 mph wind, 15.00 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=6.0 psf, wind BC DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W4X5 S 3.75 1.25 4X8(R) III [10] W6X8 6W4X53575 L 2.50 [11] W4X5 3.75 R 1.25 il [12] W4X5 S 3.75 i 4X5[6]# 4X5[11]�� 5-4-13 AP I ,..., 11116,„6. , .i, , ., ... ..... - ......„ _4_9_0_0 ' 4X5[5] III 6X8[10]= 4X5[12] III 4X8(B8R): 4X8(B8R) ----3-3-2 4c 2-8-14 -- 2-8-14 + 3-3-2 1— 6-0-0 _I_ 6-0-0 J k 12-0-0 Over 2 Supports >I R=5669 W=5.5" R=6632 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0. a r, OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "JARNINGI ee 88811 Ain FOLLIM ALL NOTES ON nus DRAPING! ,�, S TC LL 25.0 PSF ...IMPORTANT.. FURNISH THIS DRAWING TO ALL �`` s/� REF R7175- 72010 825 NMI Ave,Cornelius O 97113 CONTRACTORS INClJnlln THE INSTALLERS. Trusses require extremecare in fabricating, handling, shipping, Installing end bracing. Refer to and follow , �G I N Flt the latest edition of SCSI Building Component Safety Information, by TPI and ITcA) for safety practices prior ,U' (G 83294PE 41 Z TC DL 10.0 PSF DATE 07/1 8/1 6 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 9 — top chord shall have properly attached structural sheathing end bottom chord shell have a properly attached a rigid ceiling. Locations shown for permanent lateral restraint or webs shell have bracing installed per SCSI �. BC DL 7.0 PSF DRW CAUSR7175 16200030 A�1 O`� sections B3, 87 or B10, as applicable. Apply plates to each fete of truss and position as shown above and o — LNthe�olnt Getells, anleeo noted oenerwiae. R.far to drawings 1BGA-z Tar standard plate pa,itiena. BC LL r— Alpine. a divisiar or.ITR Building Components Group int. shell not be responsible for any deviation from this 07/19/2016 0.0 PSF CA-ENG BFR/DTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses, TOT.LD. 42.0 PSF SE a A meal en mhie draeine er paver papa lifting thle dreelnp Indleates acceptance of preneflerlel engineering N— 48922 responsibility solely for the Arlen shown. The suitability and use of this drewing for any atruetura is awl88 lY t�.sod'm 0 DUR.FAC. 1.15 FROM BB 8351 Douala Circle reepslalbiilty of the Building erlgnar par ABBI/IPI t Bee.a. ei!Tar . Sacramento,CA 95828 For more information sae this Jobs general notes page and these web sites: SPACING 24.011 ALPINE: www.alpineitw.com: TPI:aes.tpinst,erg, PTCA:wwe.abcindustry.toep ICC:sew.iccsafe.org RENEiWSi6/35/2016 JREF- 1 VSH7 1 7 5204 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - FGE ) Top chord 2x4 DF-L #1&Bet. :T1 2x4 DF-L #2: 120 mph wind, 15.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. :W2, W3, M8, M11, M13, M14, M15 2x4 HF #2: Wind loads and reactions based on MFRS with additional C&C member Provide lateral wind bracing per ITWBCG wind bracing details or per design. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind applied per IRC-12 section 301.5. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor (a) #3 or better scab reinforcement. Same size & 80% length of web for dead load is 1.50. member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. Truss designed for unbalanced snow load based on P =25.00 4X5 g- psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Truss designed to support 1-0-0 top chord outiooker span and 3X5% J ' 10 cladding load not to exceed 5 PSF one face, and 24" span i Y opposite face. Top chord may be notched 1.5" deep X 3.5" AT 4811 o/c , i along top edge.D0 NOT OVERCUT. No knots or other lumber defects $ 0 7- allowed within 12" of notches. Do not notch in overhang or heel panel. I' 0 2X4 III i i 10 pW3 12-10-15 4X5(SRS)(R) \\\ 1 i ) 1 li ro i i (a) 10-0-4 i i 11' i � � i T�!/11�, i 1 Li 1 III 800 1 1 2X4(Al)E--- 3X5= 3X5= 2X4 III 1 .5X4 L2-3-6.1 3-11-14 f< 9-8-8 _1_ 7-3-3 13-6-0 I- 3-5-10 I_3-11-14_1_ 13-6-0 .1_3-5-10.j 20-11-8 Over 2 Supports R=190 PLF W=14-6-0 R=240 U=11 W=5.5" RL=14/-9 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00... - OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Co m rnents of Oregon (503)357-.'.118 0C IUGI•0 EEAn NO FGu AL EmRs eI nus INCLUDING I �((� /`�.S�s/ TC LL 25.0 PSF REF R7175- 72011 Ave,Cornelius OR 97113 "IrFoararr" FURNISH Txis DONNING 1D ALL 825N4iiCONTRACTORS IECi1R11NGTNE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow �y OG I..F0 the latest edition of SCSI(Building Component Safety Information, by TPI and ETCH) for safety practices prior ,F O9 TC DL 10.0 PSF DATE 07/1 8/1 6 to performing these functions. Installersshallprovide temporary bracing per SCSI. Unless noted otherwise. V.r SS204PE — top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF t. rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI - DRW CAUSR7176 16200028 actions 83, S7 or S10. as applicable. Apply plates to each face of trussand position as shown above end o A —��O N ' . the Joint Details, unless noted otharwiae. Refer to drawings i60A-Z fortandard plata positions. - 07/19/201.16 BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITE Building Components Group Inc. Shell rot be responsible for any deviation free this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation■bracing of trusses. OREGON TOT.LD. 42.0 PSF SE NN A sol en Nle drswlp Cf ewer ops listing this drawing, Indicate.aeasptanos of prof...lens!engineer 1p15 •- 48930 respa alb!l lty solely for the daelgn ahem. The soltabi l ity and use or this drwip far any structure Is the �y 14,We' 0 DUR.FAC. 1.15 FROM BB BJ$1 ROVglg CifCIE responsibility of the Building Designer per ANSI/7P1 1 Secs. *eel'Tao Sacramento,CA 95828 For more Information TPI see this Jab's general notes p.in and these web sites: V SPACING 24.0" JREF- 1 VSH7 1 75Z04 ALPINE:waw.alDl,e ltw.cem;TPI:row,tp lnst.org;EfCA; ww.ebc lydustry.com: ICC: ww.iccsafa.org RENEWS:6/30!3016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - F ) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Negative reaction(s) of -266# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: 120 mph wind, 15.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Right end vertical not exposed to wind pressure. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R) III JT PLATE LATERAL CHORD No SIZE SHIFT BITE [19] W3X5 S 3.00 !! T SI 10 f 3X5T 2X4 III 12-10-15 T2 10-0-4 4X5(SRS)(R) $ 4 '— ®1 — .. = a +9-0-0 1 1 3X5= 3X5= 3X5(R)[19] III 2X4(A1)= 3X5=-- 1.2-3-61< X5=L2-3-61< 14-0-8 >I‹ 6-11-0 v 3-11-14 6-9-010-3-6.__L. 6-9�0 6-8-4-5-10 1,3-11-14,1_ 13-6-0 _1_3-5-10. F 20-11-8 Over 3 Supports >-1 R=653 W=5.5" R=1633 W=5.5" RL=175/-112 R=-266 U=122 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ',,. : OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 °'EARN I•'READ AND FOLIAR ALL rags ON THIS DRAWING! 825N4tliAve,Comelms01297113 '-IMPd'TANr' FURNISH THIN,DRAWING 70MLpping, INCLUDING THE INSTALLERS. G�5 /li�GIN -,.. S'/0y — TC LL 25.0 PSF REF R7175- 72012 Trusses require extreme r In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI care (Building Component Safety Information, byTPIand'ICA for safety practices prior Q. 83294PE 9 TC DL 10.0 PSF DATE 07/18/16 to to performing these functions. Installers shall provide temporary bracing per S S1. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chard shell have a properly attached /�- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per gess BC DL 7.0 PSF DRW CAUSR7175 16200015 A L_LE3)0 N I� sections 83, 87 or elounless as applicable. Apply plates to winM1{ace truss and position the shown above and on J the Joint Details, unless opted otherwise. Refer drawings tend U for standard plate positions. 07/19/2016 BC LL Alpine. a division of ITN Building Components Group Inc. shall not be r sponeibhe for any deviation from this 0.0 PSF CA-ENG BFR/BTT drawing, any failure to bund the truss in conformance with ANSI/TP! 1, or for handling, shipping, OREGON AN ITW COMPANY installation.bracing of trusses. 11 C TOT.LD, 42.0 PSF SEQN- 48932 A seal an this arming er Dever paps listing this drawing, Indlestesprofessionals of professional engineering wLY 14,10 - responsibility solely far the design Mean. the suitability end use of this draming for any etneture Is the sm 8351 Rouen Circle responsibility or the Building heelgear per A16Vlp1 7 s.e.s. 8elt Tai DUB.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page end these web sites: ALPINE: eaw.elplmwSPACING24.0"ltw.cos; TPI:e w.tpinet.org:SRCA: wem.ebtindustry.coe: ICC:www.locsafe.org RENEWS: JREF- 1 VSH7 1 75204 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - FG THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Bott chord 2x6 DF-Lp chord 2x4 HF 12400f-2&Bet. TOE2 2x4 HF #2: 2 COMPLETE TRUSSES REQU 1 RED l Webs 2x4 HF #2 :W1 2x6 HF #2: Nail Schedule:0,120"x3", min. nails :W4 2x4 HF Std/Stud: Top Chord: 1 Row 512.00" o.c. Bot Chord: 2 Rows 0 3.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1,15) Use equal spacing between rows and stagger nails TC- From 71 plf at 0.00 to 71 plf at 3.99 in each row to avoid splitting. TC- From 76 plf at 3.99 to 76 plf at 14.50 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 14.50 grain required in area over bearings greater than 4" BC- 1581.75 lb Conc. Load at 1.56, 3.56, 5.56, 7.56 9.56,11.56,13.56 120 mph wind, 15.00 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=6.0 psf, wind BC DL=4.2 psf. Calculated horizontal deflection is 0.15" due to live load and 0.16" due Right end vertical not exposed to wind pressure. to dead load. (a) #3 or better scab reinforcement. Same size & 80% length of web 2X4111 member. Attach with 10d Box or Gun nails (0.128"x3",min.) 0 6" OC. P T Deflection meets L/360 live and L/240 total load. Creep increase factor 5X5(R)[12]�o for dead load is 1.50. JT PLATE LATERAL CHORD 10 No SIZE SHIFT BITE [ 5] W3X5 S 3.75 [10] W5X5 4.25 L 1.50 *� [11] W5X7 3.00 R 3.75 5X5(R)[10]�� [12] W5X5 4.50 L 1.25 ♦1♦ [14] W4X5 S 1.75 ♦♦ T2 1♦ 10-5-0 1012(SRS)% ♦1♦♦ 1♦ 4r 41 ♦♦1i Itm :=: _-__ 9-0-0 L 3X16(B6R)= 3X5[5] III 8X8= 5X7(R)[11] III 4X5(R)[14] III 3-11-14 3-4-5 3-6-1 + 3-7-13 L 3-11-14 _I_ 10-6-2 —J R=6314 W=5.5" R=5942 W=5.5" 14-6-0 Over 2 Supports >{ Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ,. ;PIR® FF OR/-/1/-/-/R/— Tmss Components ) ••WAWNINGI••READ AND FaLtss ALL Mons ON This BRA.IIGI Scale =.25"/Ft. of Oregon ((503 357-2118 825 N 4th Ave,Comehus OR 97113 ...MORrENr•• FURNISH T is RRADINO 70 AL CONTRACTORS INCLUDING TIE INSTALLERS. �`aj�, GIN FF SsiO'L TC LL 25.0 PSF REF R7175- 72013 Trusses require extremecare In fabricating, handling, shipping, installing and bracing. Refer to and follow n the latest edition of BCSI Building Component Safety Information, by TPI and RICA) for safety practices prior �4/ 83294PE 7' i TC DL 10.0 PSF DATE 07/18/16 to performing these functions. Installers snail provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached etructurel sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCsi BC DL 7.0 PSF DRW CAUSR7175 16200018 ,4��'411114, sections 133, 137 or BID, as applicable. Apply plates to each face of truss and position as Shown above and on the Joint Details, unless noted otherwise. Refer to drawing,1BGA-Z for standard plate positions. 07/19/2016 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA—ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation A bracing of trusses. A semi am able dre.ing or emvmr page Ilmting enle drawing, iodlemtu wmeptanee er Pfa+eaiee.i girwrleg A` "`�r u,sod' 0r TOT.LD. 42.0 PSF SEAN— 48937 raa %iity aplmly for the dmalgn elamn. T/le eulftlillty end os of th1e drying far ery rtruatury IDI nJr 8351 Roma Circle reepeneiblhity of t/r Building Beelgnar per ANGI/TPi 1 Smog, sell Tao�.to DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:wwe.alpineltw.com,TPI: ww.tpinet.org;WTCA:wew.sbci,nlustry.caa: ICC:owe.iccsafe.arg RENEW5:6/30/7516 SPACING 24.0" JREF- 1 VSH7 1 75Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 8 -- VERIFY VERIFY, OR - EGE ) Top chord 2x4 DF-L 2400f-2.OE 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: DL=4.2 psf. :W2, W3, M13 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.011 span opposite face. Top chord must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per ens re See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind lengther tabulatedofrd.for2X3 2X4sstuds ofuire the samefgradeent at 70% of the bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor load applied percked IRC-12rsect0ionpsf 301.5.non-concurrent bottom chord live for dead load is 1.50. 6X10(R) III T 10 r— 11(8)1 -, 10 11-2-13 '1 11111111111116-3X5= 3X5= 4X8(B3)------ 4X8(B3) 3X5= 11'1 11h1 I< 6-7-15 8-9-5 T 6-4-1 8-5-6�- 6-4-1 -T- 8-9-5 J_ 6-7-15 I. 13-0-0 I 13-0-0 26-0-0 Over 2 Supports R=1740 W=5.5" R=1740 W=5.5" RL=242/-242 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 '.>x;p1}.F OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComponentsofOregon (503)357-2118 a�MRNINGiaw READ AND Fo11og ALL Netts oil mis BRANUM 825 N h Ave,Cornelius OR 97113 "I * MINIM THIS�+1 To Au CONTRACTORS s Irwnlr6 THE bracing. Refer g.. IHF -*No. TC LL 25.0 PSF REF R7175- 72014 Trusses require extreme careIn fabricating, handling, shipping, installing and bracing.Refer to and follow 0m G the latest edition of SCSI Sllding llepanent Safety Information, by TPI and.TCAI for safety practices prior 83294PE 4' y TC DL 1 0.0 PSF DATE 07/18/16 ,a to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — 411164, top chord shell have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations show,far permanent lateral restraint of webs anal I have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 16200038 A —,1 O`0 NI IH taction 83, a7 or B10unless as applicable. Apply places to wenn face of true and position as shown above and on _ L J the.,pint Details, solea.natal otherwise. Refer to drawings,soA_z for truss plata positions. 07/19/2016 Alpine. a division of 1T,1 Buiding Components group Inc. shall not be responsible for any deviation from thin BC LL 0.0 PSF CA—ENG BFR/RTT drawing, any failure to bund the truss in conformance with ANSI/TPI 1. or for handling, shipping. OREGON AN ITW COMPANY installation a bracing of trusses. A peal an this diming Sr ass.r peg.fisting this drawing, indictee eoeestones or professional engineering "1r 1 �+ TOT.LD. 42.0 PSF SEQN- 48945 responsibility solely for the dwlgn ahem. The a.itebllity and use or this drawing for any etraesur.l�tla �/ LY 4.40 8351RovanaCicle responsibility Of th..gilding Designer p.r,gal„pl ,8.a.,. eseIf Tan' � DUR.FAC. 1.15 FROM BB Sactsnento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:ewe.aIpineltw.cw: TPI:waw.tpinst.org:WTCA: eaw.ebcindustry.cam: ICC: sw.lecsafe.org RENEWS:6/30/2016 SPACING 24.0" JREF- 1 VSH7 1 75Z04 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on IAWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) I1 il T 10 10 1.5X4\\\ 1.5X4/# Allhkkll. 11-2-13 -4 3X5 B �� — �� -9-0-0 _L3X5= 3X5= 3X5 B1)_ 3X5= L. 6-7-15 _I_ 6-4-1 _I_ 6-4-1 I_ 6-7-15 8-9-5 8-5-6 T 8-9-5 'I 13-0-0 13-0-0 I< 26-0-0 Over 2 Supports R=1170 W=5.5" R=1170 W=5.5'i RL=187/-187 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 _•111,:i1:121 .,_ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357.2118 a MMRNINGI ea READ No FOLLOW ALL NOTES ON THIS DIMING' O PSF 825 N 4th Ave,Cornelius OR 97113 ..IrORTAI/r FURNISH THIS GLUING TO ALL CONTRACTORS INCLUDING TINE INSTALLERS. 5 INF ,SAO TC LL 25 REF R7175— 72015 Trusses require extreme re in fabricating, handling, shipping. Installing and bracing. Refer to end follow 0 G the latest edition of SCSI(Building Component Safety Information, by TPI end RCA)for safety practices prior (` 83294PE v TC DL 10.0 PSF 07/18/16 to performing these functions. Installeraand shall provide temporary bracing per SCSI. Unless noted otherwise. DATE — sdillik top hortl hall have properly attached structural sheathing ebottom chord shell have a properly attached shown fa rigid ceiling. Locations shown far permanent lateral r trains of webs shell have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 16200036 ,4-1�� sections 63, 87 or B10. es applicable. Apply plates to each race of truss and position as shown above and on r--;I the Joint Details, unless noted otherwise. Refer to drawings 1600-7 for standard plate positions. 07/19/2016 BC LL Alpine, a division or ITI Building Components croup Inc. shall t be responsible for any deviation from this /� 0.0 PSF CA-ENG BFR/PTT drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN ITW COMPANY installation 6 bracing of tresses. 73 = TOT.LD. 42.0 PSF SE N— f� f� AA•••1 :in1�his drawing or cover page listing this drawing, indicates awa.pteeea of prerwl.ml engineering "LLY 14,26- Q! SEQN- ty soelythe for din ll.Ign eraen.pep Tbe suitability end w of this teeming for any.trv,pv,re a the s'eig Ta�'C OUR.FAC. 1.15 FROM BB 8351 n0ya118 Circle reepm.Ibillty of elf Null dip assign pe.ATh sui I ility Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: 24,Onn ALPINE:waaa .alpineltw.com: TPI:w .tpinst.org:NTCA:w .sbcindustry.cwwr : ICC:a ,icceefe.org RENEWS:6/30/7036 SPACINGJ REF- 1 VSH7 1 75Z04 ( (0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - EG) THIS DMPREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Bot chord 2x8 DF-Lchord 2x4 HF 2SST2 2x4 DF-L #2: 2 COMPLETE TRUSSES REQU 1 RED I t Webs 2x4 HF Std/Stud :W3, W4, W6, W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :W5 2x4 HF #1&Bet.: Top Chord: 1 Row 012.00" o.c. :Rt Wedge 2x4 HF Std/Stud: Bot Chord: 2 Rows 0, 3.50" o.c. (Each Row) t, ASCE 7-10, CLOSED bldg, Located Webs 1 Row b 4" o.c. 120 mph wind, 15.00 ft mean h 9 9 Use equal spacing between rows and stagger nails anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 in each row to avoid splitting. psf. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Brg blocks:0.120"x3", min. nails brg x-Ioc #blocks length/blk #nails/blk wall plate Deflection meets L/360 live and L/240 total load. Creep increase 2 25.542' 1 12" 8 Rigid Surface factor for dead load is 1.50. Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 6X8(R) III (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. iIi Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) T2 TC- From 76 plf at 0.00 to 76 plf at 13.00 TC- From 76 plf at 13.00 to 76 plf at 26.00 10 [' -1 10 BC- From 7 plf at 0.00 to 7 plf at 26.00 BC- 805.89 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 5X5[8]0 5X5(16]o� BC- 1784.12 lb Conc. Load at 9.94,11.94,13.94,15.94 17.94,19.94,21.94,23.94 # A Wind loads and reactions based on MWFRS. 4X5[644X5[18] 11-2-13 JT PLATE LATERAL CHORD No SIZE SHIFT BITE[ 5] W3X7 S 5.506] W4X5 3.75 L 1.25g A. 8] W5X5 4.25 L 1,25[16] W5X5 4.25 R 1.25[18] W4X5 3.75 R 1.25[19] W3X7 S 5.50i■ r._ 1.11.1111112.11.1111111111111111111 II. 9-0-0 5X12(88R) 3X7[5] 111 6X10111 H0612= 8X10(R) III 6X10111 3X7[19] III 5X12(888), --4-0-3 ,d- 4-1-14 4c 4-9-14 3...1.c 4-9-14 -of< 4-1-14 4-0-3--1 L 13-0-0 -L. 13-0-0 J 26-0-0 Over 2 Supports R=8653 W=5.5" R=11003 W=5.5"›.I Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.$ OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-2118 eeNARMINGI eY READ AND FOLLOW Au roes em mis maim EO -0 825 N 4th Ave,Cornelius OR 97113 ••IIW�ORfANree FURNISH This DOSSING TO ALL CONTRACTORS INCLUDING TIE INBTALIERS. y,�(�,� GIN FSS TC LL 25.0 PSF REF R7175- 72016 Trusses require extreme re in fabricating, handling, Shipping, installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information. by TPI end RCA) for safety practices prior U� Ali E ' oy TC DL 10.0 PSF DATE 07/18/16 ... to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. 83294PE top chord shall have properly attached etructurel sheathing and bottom chord shall have a properly attached /V rl gid coil lag. Location,shown for permanent lateral restraint of webs than hens bracing natal lett lot per SCSI re". e-" BC DL 7.0 PSF DRW CAUSR7175 16200342 A=,L0` the Jo a BG, BT or BTG, as eppllcebie. Apply plates to each face of truss and posltlte as shown above end on J i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITN Building Components Group Inc. ,hall net be responsible for any deviation from this 07/19/2016 BC LL 0.0 PSF CA-ENG PBC/RTT G new log, any(allure to bulla the truss in conformance with ANSI/TPI T. or for handling. shipping, AN RW COMPANY Instal laden s bracing or truaaw,. OREGON TOT.LD. 42.0 PSF SEQN- 55540 A seal on this drawing or rover page listing els drawing, IMleetss osoiliptanoe Sr professional engineering • responsibility solely for the resign.Ilea,. The suitability end use of this drawing for eft/structure is the fon v- t DUR.FAC. 1.15 FROM BB 8351 ROva18 Circle reape,sibl 1 ity or the Building Deaigner per ANSI/TP1 T See.R. 4 �Y 14,2O ,8351 DW,CA 95828 For more InToreation sea this Job's general rates page and these set alta,: 'sell Tan ALPINE:www.elpineitw.com; TP1:www.tpinst.org: PICA:eww.sbcinduntry.coe; ICC:waw.iccsefe.org peuaurc•c,minnm SPACING 24.0" JREF- 1 VSH7 1 7 5Z04 A ( 0616149--JT ROTH CONSTRUCTION —1144 B -- VERIFY VERIFY, OR — HGE ) THIS Dom,PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M8 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 44X5= ; II gg T S 8-11-5 10 —1 10 r 4: i1 2X4(81),-.- 3X5= 2X4(B1)am L1.J L1,J I_ 10-3-0 _I_ 10-3-0 ,J I20-6-0 Over Continuous Support >1 R=130 PLF W=20-6-0 RL=10/-10 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00.9 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503)357-2118 **WARNING(^READ Aln FOLIOS ALL IO+ES on THIS dMNINCI E� OPE. 25.0 PSF 825 N 4th i Ave,Cornelius OR 97113 "INFORTANr• FURNISH NIS DRAWING To ALL e(NmAcrONs INCLUDING THE INSTALLERS. 'c Ss TC LL REF R7175— 72017 Trusses require oatrase care in fabricating, handling, shipping, installing and bracing. Refer to end follow 5 GIN '0 the latest edition of SCSI (Building Component Safety Information, by TPI and MA) for safety erections prior 07/18/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �� ' FF�p Z TC DL 1 0.0 PSF DATE top chord shell have properly attached structural sheathing and bottom chord shall haveW 88294PE rigid ceiling. Locations shown fora properly attached 9 permanent lateral to of webs steal)have bracing hownlabd per SCSI � BC DL 7.0 PSF DRW CAUSR7175 16200024 A �� sections B5. al or unl as apploted other Apply plates to eanM1 fete of truss and position ea shown above and on the.Iain Beteils, unless opted atherwiae. Refer to drwi,ga:e:z far staMard pieta po,itlan,. BC LL Alpena, a division of ITS ee.,ding components Group Inc. shall oat ba responsible fpr any deviation from this 07/19/20 16 0.0 PSF CA-ENG BFR/RTT drawing, anyfailure to build the truss In conformancewith ANSI/TPI AN ITW COMPnNY installation a bracing of trusses, ANSI/TPI1, or for handling, shipping, OREGON TOT.LD. 42.0 PSF SEQN— 48959 A Baal on this drawing or ewer pegs listing NI.drawing, Indicates.eoeptames or profee.lerel engineering b responeibliity solely for the deelgn sham. The suitability eel use of this drawing f any etrueture la the A tLCY 1a ggttb 0r MSI Rovam Orale ^-Io-IbI I ley of the Building g-,v,„.Per Alal.,p(+N.r:.:. 4� t DUR.FAC. 1.15 FROM BB Sacramento,cn9sssa For more Information sea this Job's general notes page and thele web,its,: sell Tai ALPINE:waw.elpineltw.coa; TPI:aw.tpinst.org;ITCH: eoo. s'e.abcindustry.com: ICC:wiccsafe.org eamr,at a„n„n,a SPACING 24.0” JREF- 1 VSH7 1 7 5Z04 ( 0616149--JT ROTH CONSTRUCTION -1144 8 -- VERIFY VERIFY, OR - H THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= ee T 1.5X4\\\ 1.5X4/// 10 (— 8-11-5 10 / 7 ii — ■■ — •• 9-0-0 3X5= 3X5= 3X5(131)=-= 3X5= 3X5(B1)BM I.1.J 1.1..1 5-3-7 _L.. 4-11-9 I_ 4-11-9 _ 5-3-7 6-11-5 T 6-7-6 'I` 6-11-5 10-3-0 10-3-0 I20-6-0 Over 2 Supports >-1 R=1004 W=5.5" R=1004 W=5.5" RL=175/-175 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.E Truss Components of Oregon (503)357-2118 ••MRMIMGI••RteAlnr:Au OR/-/1/-/-/R/— Scale 175- Ft. 825 N 401 Ave,Cornelius OK 97113 "l ►Am'• 1>�nus BgAgln6,o ALL A1°'�gn THIS"tn. - Cping, Inst lnand bra in Refer �,�fG SS C LL Trusses require extremeSCS care in fabricating, Safety I shipping, installing and bracing. Refer atoc and follow 0 �G I M F� i 25.0 PSF REF R7175- 72018 the latest edition of SCSI (Building Component Safety Information. by TPI and NTCA) for safety practices prior C1 TC DL performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 10.0 PSF DATE 07/18/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached IF 88294PE '9 rigid ceiling. Locations shown for permanent lateral reatralnt of webs shall hove bracing installed per BCSI 0� BC DL 7.0 PSF , Olilhk A fl �0 N I sec Ions 83, 87 or Big, as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 16200023 II tM Joint Retells, unless noted applicable. Rorer drawings aceof for stand o plate poalhwns. Alpine, a division of ITN Building Components Groep Inc. shall not be responsible for any deviation from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A brae ln8 or crwsaas. A seal on this dining gf generIndians* OREGON TOT.LD. 42.0 PSF SEQN- 48957 sign sheen. l.g Ulla alnablil a?this l prefeplerelrrl uct re i the ww raepeslbltlay solely for the Dee ig er per The wltaN111ty end me M Thin dewing/sly structure is A `zr.Y O� ~ 8351 Rmm acle fenpannlbllIts of she Building Or lQlmr per AYSI/TPI 1 Swe.II. 4 74• I. FROM BB SacrgBmto,CA vssza r DUR.FAC. 1.15 For more Information see this Job's general notes page and these web sites: 8�@�'Tari t ALPINE: www.alpineltw.eom: TPI:mns.tpinst.org; NTCA: ww.shcineustry.cow; ICC:war,lccsafe.org SPACING 24.0" JREF- 1 VSH7 1 75Z04 usm um AranHmc 4 ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= A\ II 10 10 1.5X4\\\ 1.5X4 o / 8-11-5 3X5(61) I•� 3X5(B1)EE se �� 9-0-0 3X5= 3X5= 3X5 --- 0"8 X5=0"B 5-3-7 4-11-9 4-11-9 5-3-7 6-11-5 6-7-6 6-11-5 I_ 10-3-0 _I- 10-3-0 -J F` 20-6-0 Over 2 Supports >1 R=923 W=5.5" RL=147/-147 R=923 W=5,5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.00...- OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Co lonentsofOregon 503)357-2118 ••MRNINci••REAR NO FOLIOS ALL RorES on rnis Rm1RNCl ��. .� g25 N 4 ii Ave, ofOreg s OR 97113 ••IMPdI►ARr•• MINIM TRE DRAWING TO ALL CONTRACTORS INCLUDINGiii THE 1RSTALLppg. �((� FSS TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing.Refer to and follow �1, Oee 1 NES72019 REF R7175- the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 1 83294PE 'Q TC DL 10.0 PSF DATE 07/18/16 top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached it rigid ceiling. Location shown for permanent lateral restraint of webs shall have bracing installed per SCSI it ,�- BC DL 7.0 PSF idik6 ,4 r O�� I sections S]. 87 or 010, as applicable. Apply plates to each face of truss and position ae shown above and on DRW CAUSR7175 16200025 III`—IL t::.-:::7t..:::::::::77,-:::77.77---...:n: Joint Dntai la, unless noted otherwise. Rafner co drawings 1SOI1-z for standard piste positions. "'pine' a°'failur of ITR Sullha,g truss ants Croup Inc. shall nowt be nor forifor any tlppietlon from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing. any failure Co build the truss In conformance with ANSI/TPI 1, or for handling, gryipping, AN ITW COMPANY Installation a bracing of trusses. OREGON • A•••'m Nie/Hewing er sewer yap•listing this dripping. TOT.LD. 42.0 PSF fs•pww enIlity solely for sTheew rRene shown. The wrippin.y indent''es of••th js•A?�•f professional at engineering •3 ea= SEAN- 48961 83$1 Rovetla C®tlt responsibility of the Wilding Designer per ANSI/7P1 1 Soo.2. drawing e^y etruetnro 1•the 0.0 `�41'14'2A� of Sacramento,CA 95828 �8e'I,ran a DUR.FAC. 1.15 FROM BB For more information see this Job's general rates page and these web sites: ALPINE:sem.aapinelte.cam:TP1: wrw.tpinst.org:RICA; rw,.sbcindustry.com: ICC: wmr,lccsafe.org SPACING 24.0" JREF- 1 VSH7 1 75Z04 RF PWS•6J1J1tlUih a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - VGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M8 2x4 HF #2: DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. tabulated for 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 III See DWG VAL160101014 for valley details. / 7Ailgi 8-9-11 0-0-4 4_10-2-2 / 2X4(D8R) 2X4 III 10-6-9 Over Continuous Support------>. R=90 PLF W=10-6-9 RL=13/-5 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . OR/-/1/-/-/R/- Scale =.3125"/Ft. _ Truss Components of Oregon (503)357-2118 •OWARNINGIeeEA RR AIDFOU, maRS ALL NOTES ON THIS maims! B .RgrF REF R7175- 72020 825 N 4�1 Ave,Cornelius OR 97113 YalraRNl° FURNISH TMIs DRAWING m ALL CBNINACTBRII INCLUDING n1E IImTAUFAB• �, S,..1..,jTC LL 25.0 PSF Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow :s ��G I H e44. TC DL 1 0.0 PSF the latest edition of SCSI(Building Component Safety Information. by TPI and RICA) for safety practices prior I. Z DATE 07/18/16 to performing chase functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, y' 88294PE top chord shell have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent latarel restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 16200026 T. actions B3. B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on A[L o)P I the Joint Details• unless noted otherwise. Refer to drawings 1BDA-Z for standard plate positions. ILJ^J I \VI Alpine. a div+alon of ITV Building Componante Group Inc. ,hall not be responsible fpr am.deniaticn from this 07/19//2016 BC LL 0.0 PSF CA-ENG BFR/RTT dressing. any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping. OREGON AN ITW COMRBNY installation A bracing oftrusses. TOT.LD. 42.0 PSF SEAN- 48924 A reel on this droning or ewer page listing this drawing. Indicates soapstone.*of proferelerei engineeringda w_ e reepanelbl lisp meltability a solely for the design sheen. The ltabilid sea of this drawing for any structure is the G 'bEY 14,20.' 8351 RovanaCscle rawpvaibliity ere the Buildinglldlrg o..lgnar per A161/TPI+sre.R. Seelf Tao V/ DUR.FAC. 1.15 FROM BB BacrNDeDR),CA 95828 For more infor. eion see this Job's generalspies page and these web sites: SPACING 24.0" JREF- 1 VSH7 1 75204 ALPINE:ww,.alpinroltotwcccom; TPI:awr.tpinat.org;RIGA: www.abcindustry.cem: ICC:waw.iccaefe.org RENF3Y5:_bf30l2016 A. ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - GECAP ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5= 11111111111 BI 16 1 I B 3-6-1 0-0-4 ■ill illihlihhllh.. 0_0_4 -f_. 9-0-0 r 2X4(D8R) 2X4(D8R)-4-:----. 1_ 5-2-12 .i_ 5-2-12 _I 10-5-8 Over Continuous Support R=103 PLF U=16 PLF W=10-5-8 RL=5/-5 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0%)/4 0 16.01 .00.t;;77•,,!,p_. _ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co l lnentsofOregon (503)357-2118 ae1AR t 1aa REM AND FOLIOSALL NOTES ON THIS INSWING! ! TC LL 825 N 41 Ave,Comehus OR 97113 se1NPWRANr• MINIM THIS ORANING TO ALL CONTRACTORS INCLUDING T1E INSTALLERS, r,�f.� Fs� 25.0 PSF REF R7175- 72021 _ Trusses require extremein fabricating, handling, shipping, installing end bracing. Refer to and follow /^. t the latest edition of SCSI careBilding Component Safety Information. by TPI and RCA) for safety (75 . 1 F 07/18/16 to performing these functions. Installers shallprovide ocher prior !. Lt O9 TC DL 10.0 PSF DATE — top chord shall have temporary brat irg per SCSI. Unless noted otherwise, �4, V 83294PE �r properly attached structural sheathing and bottom chord shell have a properly attached n rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI �-. BC DL 7.0 PSF DRW CAUSR7175 16200033 A 1�J N sections 83, a]or, unas applicable. Apply. R plates to each face of trussoand position as showniabove and on — the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN Inv coMR4Nv installation s bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 48965 . A ee.l e.this drying er ewer Raga listing this drawing, indicate.esaeptenae of professional ng 13 e reep owlblllty manly for sir design shoos. The suitability and use of this drawing for mg eine:torre la the � A _ 8351 Rova tache Pype..lbl l lq of H.Building D..Ignar car Amo asl1 1 se..y. �je8"SrLi'14,YO C® DDR.FAC. 1.15 FROM BB - Sacramento.CA95828 For more information see this Job's general notes page and these web sites: eH Tan ALPINE:eew.elpineite.com:TPI:www.tpinst.org;SPCA: www.sbclndustry.com: ICC:swa.lecsafe.org SPACING 24.0" JREF- 1 VSH7 1 75204 RFNFBM 6/411/7n16 A ( 0616149--JT ROTH CONSTRUCTION -1144 B -- VERIFY VERIFY, OR - CAP ) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5= a � 111111111111L 3-6-1 0-0-4 � _49-0-0 i 2X4(D8R) 1.5X4 III 2X4(D8R)a Fz 5-2-12 5-2-12 i 5-2-12 5-2-12 10-5-8 Over Continuous Support R=91 PLF U=1 PLF W=10-5-8 RL=5/-5 PLF Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.,.x,, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 •aMRMINDI••READ AMB calm ALL NOTES ON nus OWNING! • 825 N 4th Ave,Cornelius OR 97113 ••1iNRNT•• FURNISH THIS DEARING TO ALL CBNRAe1WR mumps THE INSTALLERS. Ak Is FSS TC LL 25.0 PSF REF R7175- 72022 Trusses require extremecare In fabricating, handling, shipping, installingand bracing.Refer to and follow y %N F / the latest edition of SCSI Building Component Safety Information. by TPI and ICA)for safety practice.prior ( V. 41 t o. TC DL 10.0 PSF DATE 07/18/16 1. to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, 6, 83294PE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached stili rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI / BC DL 7.0 PSF DRW CAUSR7175 16200031 A�IO`0 N i e sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above end on — J the Joint Befalls, unless naiad otherwise. Refer to to aceA_f for stand plate as shown positions. Alpine, a division of ITN Building Components Group Inc. shall not be responsible far any deviation from this 07/19/2016 BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling. shipping, AN ITW COMR4NY Instal',mien A bracing of trusses, OREGON TOT.LD. 42.0 PSF A noel en this drawing er ewer pe NN tinting this drawing, Indicates SEQN- 48963 far shin dI or prefpee/ structure lip a Teepee lelllq bialy Lal the drlpn sheen. The wlteeillq and Nem of thio Crewing ix sly atrue�tui regia w 3 4, 14.40� fie 8331 RmNA Circle rwpeneieiiiq of the Wilding B..itner per ASI/TPI 1 Sae.!. .:1- /3 � DUR.FAC. 1.15 FROM BB 3acrmleeto,CA 95828 For sore Inrorweuon seethis Job's general notes page and these mob site.: ee/l Tar ALPINE: ww.alpiseitw.com: TPI:ww.tpinst.org: RCA:ww.abcinduetry.com: ICC:ww.lccsafe.org saawa,r•a,.n„n,a SPACING 24.0" JREF- 1VSH7175Z04 1 I a1II -l:[D d R P H-D3 o 0 cep 15 p DI t e-43501. F1. Lt- -1U: 1re_I lei re,Ii i,%II I l H cd 15' N- rtt i7hCS 10t, Et 1'i 0 S 0.1# - ,� �-- ❑ ICO mph Win# pied, 15' Mecca Height, F sr tall Enclosed, - - -' _ :+ �F' I_ , -f �1 oma txpc a .+ - 1,00 Pr.c5 100 ieph Wh,d Spcott, 15' MearHe-i❑ht, Encloses L osu P. le t = 1.00 Boos)? 512 onCl t rri:lr c.l ._r 43 Brace T _l.) 3504 9." race N (C) _ 4 t. B5,75_, 154, 1) )3(9_, L,. b, occ5 :r pc)) csb 'I brace ,635-1 1 ' 15 -..- I p.. 0 41 0,e,_1e hI cc1 '2.., Es G J'TJr 4 r,._'�.,1H F 14(0.4P A .,T:r ,p li A i 65-ou F ,13r-,3 A Ii.Jr-C � �� 10595-9-1p F P P ❑ �r_-yap FJ � 1 ) E � iL. # 1 q +` ' h-----------r---- - — r— - -- l H o l 9 9 i l j„ 11. b„ 0„ 14 lJ �r . . H n F u CT �� r� f �� 4� 1 t 9, ;., --, ,,, _;,- - 4 u_ 14 u� � l4� o" — - 1 __ _ r- --- -- - -- -- � 3 ----= 1. 11 � ll' 10' 14' i`, o° 14 n,.__ - - ra t h"�__�+a d....rra� ffr'_ =-tud (_ t r IH -4 7 d„ ...- _ -- - - ( 14' 0' j__1513 t cI x;— In Lf-Il- ti:J -7-t--.. _ j 11„ 1 11' 153 ,4_ -� - i, C, _ tond).-n ��.. T 0 14 0 --f _ 14 U 14 IJ" 1 I,^ , ) P L. ..ch __ � 3 if ) d - - ��E 1 -r-- - I1 h 1L 14' LI" j-I J.-_ _ r L - al outr F_e+. q 7 I�- ...L4 -- _ E o ;-- 11, 1-1-- 14;L, -- 0„ 4 �I--, J:, r'-------(------ [ - .--I n r .__ r_ J,.- - _11 -I ,- .4 1 fl, ��i :u)1 - 5---------------too i .q 5� J 4 iaa �-- fff t" I .5' 5 H tr _ - 14 )" 4 r—� a - 5 „ 0 -- --7-- 1 I 1 0-- �1 �- [___33-15511-1319_113 ___J j — - � , 14 C 0 14 0 i-(1 � � 1 r 1 10 1,r , � � -— 14' 7- - X 71 [1.1 1 t Ir a 1 G 11 r 11 4 1 u_ 1 r - r I.J I ��F t tuc1 -I ; r i 11J 1 1 _1 n -.-_� J % _14' J i4 _ 11� r) I 1a 1 � ` ,, 441_Fit: --{ )iJ 1 3opolo. d 5.-;-72;[----h 8 1" t. ti' 7 10r0 11'154" 1 - 14 gi_ 1 01 1 1, 0 1 0 1 _. - -I 1�� r �... - --� 55' �,:.. -- 1�J. il. -- � r 1) i✓1' 14 J �'+ 0'----14 C ] C„ Lr��las4 ' i,..-da o.,+.here :e«r. 1n '-0 41 ] Er q a „ r1 �-1 o' 1 111 81 1 utt II, E' 6' ' H " -- 5 1 -1.7 53 14 57 14 -- -- it -- 10 Et c r' shall I I .IC (Stress-Rated-- 1 4 a 11 J ---� � 1 C 4 0 nd)r o ;° o� � Bea d 0 _0 t 10 4 14 14' 5,5( 14 0 14 LorooprB,l � )�. {,., +t � b r' -.-� � 7�„ 12, Zt k___101) 1, 8 � -_�--.._11 _0 I '-4 1 ____J__14'-- 1 -_�_ xs;F 1t4 l 4 esd h ttet� �Fv O�a 10 10 0" eo IJ Stud -T--S r 10' 0 7 ,-- 1.- I i_ 12 C 14 0 )I 1 It �. 14 0---- 14' IJ„ r. C, T r ble TY IIr=tc: I Notes -�t r11__�-- 1e naJod y4„ t, 9'-1511"551-' . U7 7 1 ..-7-13- 4 L,, q '4, 0a--1451 14 1;,,-� j14-2-0" Wend Local �aoflt-cl�,c lu t �...---1 0-_ 14 0 I 11. 0, ._ _ t _O 1_357140 . t.° 6 1 1 C" 14 4 G - - C, t --5 41 6' _- 1 1 14' U 14 C (J .�! 4/ t 5711/11/ 10/47374711—'0' Q 12 1? zi 51-11--CF:--�-5'4) l._ ' -tI - _ 1+ 0-_- ,c tr 3s r r.g CS .,ro TC U I .aa. 1:;11_01_13,134_' -5515-) _ 111 -172'-----,--i- 1C' - ' f d SUPE r- loud 4 Cn :I.- 0 J {l ,I e5 _ 11 J 1C2 , 1 6 Stable 4� �. 0" uvr hc.r�g, 13 ply o �y ,.�verl ong. L r _ } ✓-- t d � 11' 1-) �� 14' LI ?4 1 14 - -- r ]v 4 -- - 0 1 U (4 !I + J° 1 0' L 1 uur-d1_ 5' 7" `t E117,___7"). {r -...� --- --t.—� H-= __t_. 1❑' � . i;' 4' rJ' 14' �_114'2" 14' 0" 14' I)" I N u2 l e 1 , n i-- _._ - Ir Attach 4r h 103.1 0--.b 0 ) ails. Y-Y irci 1 FT "H 4 1 'L" Lr I t T 18ere/ or nn,l 1 �b h e nes_ Da( Hol l _Lt_n- / -55) )1:1) 11 AF->~Foc. _ol ..r may re 11 ;: I ,,/h/._�- J � 18 ena zones, onr a> 3c 18 tr?,,,I zo:,aes. I (Ile 1 h Tog Tal �� _ rr /truce 9. L r-.t I N �, C 1 54) ,5"‹[.35K59----,), k c a ,Host no u r n v -{' 3L. G weYa day r 1 e "3351T ,1531/2 ' 1 1 �_� I "`p .. elength, - ct c ch 1 131.33b Bruce L tc tul lE 14' .1/ 1 Ty �� Ca e VE t al Rote( Hi r, T Oe tt aaC❑ r I Ij j � I1 Ihu i 1X4 r},9 t�\ �( I f_r /1. 0 v3t� t' I le qt4 _.hewn / ' k c gle I C 1' 6" "'44 r t h.le above, o 41.888, c:UT 1 1 , ?f �� 145 �- - how a' L_` 1 („35_5 -`8 1� T to thon 115 1, _ . -1 _ � LLQ ,pper er,e 3�I -- 82-A-,')I �_- l I , CCC777`� Li 4 -18, I� ' hI r I p'�t tc J for o(t _au tl c 'nq i / / i e o Cor t d ❑ �I " P ren .� � ut b 1n. Dr r d �7r, {s r T or ve,tical wea. `J�l 8/18. �` E.ata to chart nb.,v Per r r( not u.dl essed o - Getnll. ar,o WARNING READ AND FOLLOW ALLNOTE ON THIS DRAWING, 'rqU� PYT�--t h. IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �V-n -,a , �., V (.t7 11 r fzl e handling, shipping, t N d o R- r t d _ nFor no nstices prior to perSioi these Cursztions rs de cisc noted oth,wise, top r-,==.--)F f-, r�-- IF,I,1t r ,u.a ❑ v t. a rchord drd 0 Componentove ocotions rcroperiy 1 v to ho, *.,r•,Itchlt, TPI cod PP rnd bottomnn fohoiF o chord Q .�83294PE�� ,O9 R\r✓u A120lr +. ._---i 11 1 "�Fl 1 �A L ) tailed F B �B B7 510 �� __. _ , ID 1 I`-t ��('.1 Cl �.J sL L I 7 Peter drawings nd Ptori os shown 61 t k V - t the J i 7 t - noted tF_ ___— positions 16 AN 114W .MDAN r NY'D-N v y + 1IT L J rh : t 4 e x1 I' 'T?1 'klFV d y 'T -h�t'pinspOVRp� _tall t { A MAX,.. -_ T L_.—L l r S rA seal the tl O Plisting drawing, P professional 4tY, 2S ® __ N front Drive -. -enArn h''ty solely forthe design shown IOeOPItadpo this drawi sdwinN �sFor a y structure thep butof the Buld U AnI fot rraoLaeP -_ _NII, this nsyoHer .. MF10FH ;1tG 24,Earth MO304e ALP lNr xev.oIT^ pl�srore SRC, www a«dV-try a_ vv.,s _,,fea-4 RENEWS:6/30/2016 1 Is 18 Le in I. E8:8, _8, ie.; T `��. ! 1 OI f X21" f ICQtS I betels i us_ h (rte Sizes boI ut ) F' - 10 4.pruNDpriute Alpine gable detail for minintie plate sizes Ler ve,-tical Studs 1;1 __ if I E 'f r t- Engineer e de Ign For peak, web, .-and heel c t I� -3E4-,-031103-0,,, 41, 4 E tree, pentes ceerlap, use c 1 � T ._ O peat that r the t to, ore); of � - - the ovCrin pr ed ala to t span the eb. con ��rample,rT9th / ITA ( - 1 ,,,., Reinforcement r ar emert AttGcrent L_t p! re, — eo 'l Fe' hong1sAU\ . M mbr fFrberr 1 ' F / / \l -k. III 1 . --�\ \ i ___-F}L.. —.--�_ (1- Toe l - 7r -FUPII V X\J Erd Halt 1 V A ----- --- --- NI TO COri'rt Aron Ito f' rElr!rr 'ng members, �J I multiply T" increase by meth (based on I� F Nide connections for upliFt sped-Pied or the engineered truss design. appropreete Alpine gable 0e'a4). Attach e.a-h "T remForc ng r,er^ber with II [na Driver Haile, 1 Monru.�m chowabl T" reireorced gable v_rtirsnl o 10d Cornish (.14830; 3",rein) Noils ' t 4" 0,4 plus length is 11' Pr_r toga to bottom chord r44 o in he top pend bots s chord i rE.Irlf-orcinQ I'er 4-er material most notch size, F d _,ee g T Snail 1 N IIq' h'ecie, and grade of the L' re r 1 ming member, i er, — — lOd r tU.14ts 148".024,min) Toenails t 4' cc, plus 1 4 Nails (4J a rolls Ir 1r_ to oriel bottom chords wE[C c'Y1 ,;� rLY Cuw" W/ '"T R P Y Ql-fg 1, This detoil ;o be used with the appropriate Aepine gable detail For ASCE Mb,- A Ir geese 1 Peineorchg v, 1 1 wind I T d. Me tenet _ 2 4 � D / 1 A�CE 13 Cable P to l il w r 4 p Tale l_- I .. -• li F1301 1t17 4 AIIP01.i051014, 411015051011, A10015051014, A14015051014, A7'03005101 , 412030051014, A CE 7 10 W lnd peg d 1 f,r mph ,apse j Nails i' 411 U0=1014, A100.30051014, A7 1030051014 Mr_an kcoF Height 30 -t, Iezt = 100 .%:+s 4 rod At ARCE 7-10 Gable le Detu I Drawings Gable V r tico " 4"o.c SP 43 A11515ENC101e14, 41-u 412015ENC101014, 41101 S. NC101011 41601 ENCIC71014. Reinforcing Mc I-ere = <4 1 41301 ENL1 11011 A2001N0101014. 4200151 ND101014 A2(7)I E)101014, 'T" Bi ace Increase;rase (Fr r Above,/ e 302 = 1.30 1 ! FI1 -30EN 11'-14" Al 0.i)LdC101014, +140 314.1 10101^, x160 41 101014, a Brace°L" Brae Length = 8' 7" I1 f18030ENC1.1014, 429730E NC101014, A (L3t,E,.Ii0104, A200 o,E_D101014 MaxliUm "Tr' PeIr.Foreea Goble Vertical Length 14P- s.0 r 7' 11 2 " SEE a oar la ie Aloine gable detc0 for maximum uf. elnforccd gapie vertical lergitla, 4 Nc.l CelFing A4FQ PROM: wwWARNINGwiw READ AND FOLLOW ALL NOTES ON THIS DRAWING! A4 ,1 r EI VERT IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4, 41 ��GINE P. di REF F I._f [ L._T TN ULI\'T Ir - I' h + g. h d J ".'yp t 1 g d h - "r u, ti i t t ut f BC.SI -y g Component t [ r 1y TPI 1 era) ro e so f ty� (V 83294PEDATE'- -- if ,.t r t er u , 51 p lde i y g P eC 9 0 -- --4 , I r ap tt r d r. ti g int d ,---- Unless �✓ SRL_' N1 1- p. 1v n ,g0 c g I t shownt t: t ',t r '-s a� 4- n �� L�� r 11 a t Hutches,c.s1 u DESI d Bi BIO, Details, P PAs br,lt��r Apply pates�,�e� to eo=n Au, 07/19/2016 — t,1. 1[ D ._L�� R=fe" to d a < lo1A, z for sto,do-1 p1.to pop 'iy,�//w,�pp,,l��tC, AN ITW CO 1/41 ,Naiane. a. Ovrsion or d a -rY e r I.W iit ing tl rept e ro F Inc r r p hr f f )e t.. fro, O1l/t�eAb� - _ th N [,TI I 1. for h I 1 !ipp sir,tal �� "��rs.�oaP 0 MAX. OT, D, `� ` A l this drawing or cover page listing n this drawing,indicates- a ptp e of professional -_ I� engineering responsibility solely for the design shown. The suitability and of this drawing e8 ell Tangy._ 11UIT FAL ANY 13389 Lakefront Drive for ony structure,s the responsibility of the Building Designer per ANSI/TPI 1 Sect. Is, f-i V Earth City,MO 63045 To t ,.-e tl 1 b s general not P a these w h SS ALPINE wwolprne'tw ., if ww tpnst.or g,_EGA. wwv sk, ,ndustry, gi ICC-,,,,,,,,,,,,of,,,,,, RENEWS:6/30/2016 MAX SPACING 41,0„ H n l! n tech ✓o m eray; � jE � ✓� 0•H; E n , tIrn, i � i I;� '� �q1�1 � 'mer'1 � � - rtln f e!', e=1 iPo incm, 0Ft, Mean an ,t; ASCE" /-10, Encleped, F 1' - N than tl 100 �F 30LT Mean A i ':-, ASCE 7-10, Enclosed, E p �� c d �Iracing r 1 1I0 i 1 CK no.in ii- , A pet', r , o Cir a t h rea 0 ind f>h, E i _ r t �1i1_�L., �i_. � L ��0 E r i t Eric �I Exp � n 4� , tl /'5' n lF it t��l L F 0. pr wide a ENr tl1 ,Pa. k u t n,' 1 210 eight anal Li oce sifI'4aacl: art i ar I horn r eir r ppl rer-en t_, o root" Alkplr c.gr, eery E'0" r et� CA eta bellow or �120�UE Top: Co i tinunup roof' sl e thlop r e+ _ toL�:�r✓✓1 rd(_✓�1Q1q. Ei!,P �am inmous L—.e ding dia phi 0rr A Pie ter than 7'�," to 12"0 I^,o!x: �r, �i i t �i ,r'✓q this Cie l ii pr r ✓i��c 0E stlffl,uri ! l 1, 4, d design t �eEngineer's u 'r !Y � roof' clip p ,1 acrd every � U" (see .I� ,ail 1-low or i er p� , Lund cth,= (lr�i r.1,-,1HOr: not shown refer to L- Ali°030FNC1011r14), on the det011 - - IJ4rt;orral 2Itx tereirtrprcenem0t .:titched Noi s: 10c1 box or q:_,n €01! 8"x3 ,alta) no4s, o tlfF1 back: �l 1 J�, box or yun 41,128" , pin,11 moils _ F" cmc -L1 � � to hschig 45 21 32 AAP eo -h t u p YR' 1 I H t,At-0' � I��h end r. rlupe or Er i# I !LAF 14_ — — Com- fL 6 # ' rrontioti rus Deo.ring % piS. t hack -t r0_h ep r t o FTI 0 C -r.ed w/ < : 10#1 box or gun (10,1MP" X 3", pin,) nails. wwWARNINGlww READ AND FOLLOW ALL NOTES ON THIS DRAWING! . ' E- - — V/TIAIIMPNRIANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS � GINF� serr require q h dl S sI p g t Itp .J - Reber!o - I. a + f & Builq c F r { f-ty r t'o TiPc reG�83294PDATE J/li 14t- p f 3 h t t I u ! a t y r 1 p BCP1 F' noted� ? Si p chord shod l property t - -structure,e s slues telpod rw d bolts:, rd par:s Ir'WF1 AI'r ✓ 1Q1)i�� r property to r d pd s. Ingwp tlto t.. F� _ hr t db t- J LBiz_ dPL tyhP , torr rope 07/19/2016 P tP t� dr 1,p Z for ,odo FIto Pn_zor, 4 --- --- --- r IU 07/1390011 AN fTW LOtvPAN ]TD ag p{ t wto t h trusse Y14. 40{0 MAX. TOT. LT A seal 60 PSE on thdrawing or page listing th drawing,indicates acceptance of professional S8eTa _enAin responsibility solely the design shown. and use of this drawing any structure Is the responsibility of the D 'Iding Designer Pee ANSI/TRI I Sec P.Lakefront Drive Earth Ciry,MO 63045 Y ° - .ee h' i_ on„ p g d i .e w 't MEWS:6!30/2036ALPINE, www a!p:ne't `KA, wwwsuo,aastryorg; »_c,a eorg --- --—"— MAX. SErtCING ' IT r , 1 J { , t I-'Plrlor r emEnT This detail is to be used where a Continuous Lateral Restroint CC`_P OI' R is sl cifie i J a tr a-s H n g bU- an xl{err, tr✓e ten of rein-Poi-cement rte rl,o 1 is wired OI'��r1E'�l f' X 7,..L Apply to itr el-trier side of WOO r, row p ace, A Attach with I(d (0,12.80,31iIroird nails / 2 A, T r Riti or cnq radon nr er \ Not a r nUrr 0 of vee rocipbei length This der„all is only applicable for chancing the peririy R 't.-!l t. shown on single ply Fad cd designs- to rein t rremen t or - �, ” -r ei orecement Ai: r-.t(snob re e Ate native n reinforcement speciri._d in chart beiow ro be r er a t've^ � Irs7 -� � fi j r Fo ,i 'Weary riterrp�tive rc�nforcement,, rerrr a'esrr�n with upprapr,ote --- �_— rein-For capent Size Restraint r Wek✓ Member Specified Lt' Alt no -✓e Rerfni ec spent ---� L Rcinf. Scald f �InP, CluK� F'll'lf J� [-lent! 9/ 2>4 Y r .w 4 c c 'x � ?r4 - 1 4 Apply crJt t wide f� n web. Ei rows 9 :4 No �n than c 1scab Or -Facet 4 Attach with 10d (0.1,292r 3 nary s 1 t EL 0.c, R�inPor c r g r mvcr i, a R r ws s 6 2- ,4" -- -_ -- ----- rani .im 90% of web reraper- leno,Er 8 ""'w 0 -2x9 If r p COW 2-2/500-, 0.10 Re;nf. -rein forcem ,t -reinhoncement, scab rein+ rcement t,t be salla species arid grade or better r ion web n rhe unless spec`iecv r : Other'nitie Lr nginee s seated J -sign. s r -r- zitab on wie!e -Face o` web, Apply l� c scab t- _<.ab to eac, or .r wub Yz ...WARNING,. READ AND FOLLOW ALL NOTES ON THIS DRAWING. ,(0; PROFpA TC P�t REF IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS G�NF - Lst. D. LL equip, t t. pp Ninstalling 'I r y Parid Pl P d Q�08e63294PE Qj -- u c LATE _-_--.--„- L D^ 14 r �t edition h t g CDr t ty f t 1P1 ft" orichordr , t,. Ni t -d D `t uRCLb�U n 4 properly V N S l c r 1 pai oplies 1r= d tu” S t - pr Bso Prht t eosF 07/19/2016= s e d theJoint Det t " nth lL- P q Ir a z f positions07 �'p spoil p r' vt' DropAs7W _sNPFlY Pwith, ANI Fo STOT lU y_ % LY".26bPocin3f tri,Dise1. A 5 this d awe Cover pagelisting thisdrawing, tPn P onaTahenAin 9 responsibility ori for the design shown. The suitability anduseofthis drawing ILC yL,for ny structureIs the responsibility of the Budin Designerper ANSI/TPI 1eC13388LakefrontDrive RENEWS:6/302016CityMO63045 or fc tsee tn, Job's q e ai H. cinca These web sites. , g or y — ALPINEi wibiNiioip,Pitwicor, TP1. win,itpipsr,.org SBCP w,v sOcir.;astry org ICC, ww orp I f 1 nr l p l ` i l h .11 A .l':E 10 1 0 "1_I� 1 r, I �1L I ',� Il I. I of \F I \A/ll � I� � I I�� i a El,IN,CD E----(.',:l FT:x1 0-sur e L,', E 7+ = 1 On ❑r 100 1401m Wind a d, n N an Height, PortioIty Enc1p5,051, Expost,re i, 11.zt. = 1.01 Or 100 ,p1-0 WIrP I Sp:-ed, 30Munn N �ht En Hosea Lxpo"- ar u, V t - 1110 GC Kie NN-ramie No i .1; 4 L" Rruce '� P x4 _9505e F 'i Brats - ._- - — — .J - r �. Ri z. 's Cr �LIp f I'uuF s�ar;:aup A GI n 11a d ! r-yup r , --__ .- - JO 1 1r = .__ _ _ 5 a 1 Brr cup � t e and l r-n�.ie --- - T - �1 1 4' -__ I'1' 0 1 - P �Gr TuP E Gr rp A� p u ll A, 1� II . -° �„ - 0 1 u - 1}, 0 1 tL to r..r . . - 9 t 10 ] I 4 ( 0 14' 0' L ' 4 (�_ hl I ,--,F #,:,-.,t,.),..J -_. _. y 4' . 7' 2 7„ r N ----1--- 1. � 41 i4 l I 11 4+ 0 #� OCtanaNrdJ ) _ _H 9 1' S J 111 1 Cr) ' he #11 0. -_ 4' 4 G 1 8 / �' 4 `� 2 11 1 11' 110'-t- 1 3 --.-14'11' 0" 14 r1" Tr a as#FS -Lerch Sou tr E r. Pine; :,r _ 1?1_ 4 �0'- - �4 14 0' 4 C� tt - 4 7 10'_,_� 1 0' y T - .] S r 1 a _ - 4 - _ �� r� t;;P - � 4 -_.� r „__ _" 11, _ ." =--- -I 1 1 11 4 13 - i4' 0.. Stud I._-j Latanra r_� :;i 1 e 4 7' --- -- 1- _- - - - -- - 5 C 11 _L_ 1 2 0 11 1 4 5,- 1 0 4 0' 14 0" -- _ — _--_---� E S-to _ "" .25 v 4 11 1" 1 - '-- Hem-Fir a I`.. �;:�_- #a#m 31 it J = 0,; I „ r1„ r, -I - f 1 0 1 1� 0 14 OJ 14 0„- J 1 II ur rL OF.; 1 ( a a r T - __ 4 � 14 J' 1t 1 8 Bit- ._ I-.J-- 7 F” I� -- i 1 L 10'_. Ij 1 r"„ _ L - - - __-al I �I _ II r r�#91 ai 5 " o -y _' - --- .---1 1P 1 14 1� � 14 J 14 0313-31-32,,l0• 1 11ol. n 0 J ,:`l1 #t3 -- 5 --- 1`.-_ 3,j_, IF, P_1 11 0 ,_1r, 1„ _- -- - i • �' 1 0` , r' I fir- ' -_._. � . _ 1 1 1 4 0' ` ° Alr Pre (LJ -I _ 1 -i' 1 l' -- -- --� - -- 0-- - 14 0: 14 : ' 1 - - - 14 I� �- �__ :—_-7,----.4,--7-7-4" 5' 10" e 10 -1 1 b" .— - 7p,3„.-.e, s SPR - - �-- --..---T 1�s' G' {{ 11 be r 14 0' 1 '4 '1"- � 1 1 0^ t - _ Rotel B.urd),� Jt AYI(.� Y ,Y J �J -1477' y � -__�- a .=' � q- o, T-1 Cl, 1 ^ r j _ -_ - --_ - - ...roc 1 4 ao r' :. #1 #r __- m a 1_ . 1 14 !h_142 0 i_ 14 0 ' 14 0„ t '. a st a -,5 0 C"' - --—� _�-- J � 11' 7 • 7, 4' - - -- I„ 1 ] I t 1 , cam ka. ! H T Ns GOO f ya B� #3 o 2" l0 1' 11' e 1 1 _ 1"i 2" 1 ' 0 14 I � 0 14 0 14 4 0 �ul e r,� b 1 edw tI a4es l 77 !_� talllord t °75;11-7-§7-§8'.- 3" 111 E .__ 4 I 14' - 14' 01 i4' 0, d deFie mon criterion is L L 0 1111� I _ u J C' �1 11' P J 14 0 _ La r I.r I >5 IE'�.1 No E'er_ 1 f !.. .-, 1 .. . 1 h 0 1 (' 11" a' 1 2 1 ( 14 ll aq F- :J i ,_; F tre HIO -10761-11r°37117-1"---174'71-3F-T-11 -j•-22-1.1" -_ __ -_ _ ___ U 14' G" ro t r 1.:; e pot" Ti_ Dead Loco), Y, r ud _- 11'- b 1 II - -- -- 3_, ,,,,t„e,r 1 ,-mL r r load Cron 4' o t1 5 kte #3 s a ,�,r 1- _ U 1� l 1 -,66361:1317-3- -- _.a 112,1 33- t �.. ti' 2',___, J- " J 9_, 1 L,,, - 1,55_5___I 4 la; 0 14 0" 14 0 i1'-- with 0^ overhang, 12` ply a ,, ��e�In g L J" • - nnclard r �; 10 -- r _l 4 0 14' 0„ �._y 1 --- -� —L r -- I ' 7'1_ 101 11 � 4f 0" 14' 0" 14, 0' 14' J" 14' 0"-g gymo About _ r-.—_ �.- 'to I i hrw'.II space 11G (01285,2,0" ble For 1t, 1 rel / aP4 4 0"' b t r L r 5 Diagonal bcoce opt!00, T braees. space nat '3"+ o length may / ral -1-611.�hy. � 33) v ] d nc ons 5 . rFtwnunesdoubled r aay a �,� -18` * -4,,,,.„.„4,- ,L, b c oust 41n 903 o£kP e l 'IConnect ,� n memberallagor -11 .Li r ____ a rt_inirrion S zergrweai PLcrt tcl length fl3 / LI .� ',1t F___\,:_„,.0 fit' NC U 7r + 4 g .a[li • r- � Lc s E= 1X4 0 '�� Ver t' of length shown I c A _ 4 - �r 0 t I upper a ,I �� ,i L_ if-1-----0-1- I r e �a 11 v rub�� nb vim. �� c a vte 1 HFo Ch L1' 6 1_ _,i9 � [Fil -- �' ,j: 4s° E, 01 ID' -- -74, �n � 1�� gar a.: ct n ,Jsn;l at � / not _ .-as Ba'ring T 7 - P PI nna L � f=r to .h-. L I 4 llosy e- or o��.1; midpoint c vertical web .�'1t`_ `�`. ]'--19-.. Perot 'c chart above '-ol Ir:o;,: g -tic-al length Ogg t r,+Ir PS ea Uy this act%,IL WARNING READ AND FELLOW ALL. NOTES ON THIS DRAWING. tQ`.t/ - • �s IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ��F/[[' F• R Lf:Q EE7-10EAL.1CL 03 C Trusses restureextrsge core in 14,4-Igo-Ong, logr , u g r'Fping,,rstoging ond gracing F f - to and \ 00 E. ` Q DATE 0/ I1/I4F c *Os t d BC E la 9 ` t t I i by TP G eLO f y 4 � - or o o peroco, t t. CtI . provide t P Y per 8 4/ 83294PEoosUnless a otherwise, t sherd L, e r w t r r 4 + r t r -a � WCos ; 30aC101114c p v t: 9 ocogo r t loser-al t t b fl if �� r(� F IL b t ll l p F*1 A , BOFoesoto, Rrteso �uat a� shown 41 others,sog'� . 1 � _e !Ogg-z t� � I 07/19/2016 AN 12W CON/IRAN r +h p y T T to I a ti e p r^o L I r e p l F s.ny y,.. F co ino tall t 8 k 9 r' s show, the finer per ANSI/TPI use eLof this drawingprofessional ,g 'Ve al t � ,.I ret.. of �� e 1 A s I this d g P 9 II t' q th d I g dl t {t of w P - �� M�, I_1-1 i L )J, FJrI FJ �." gin 3 p b ty - I ly F th d y Y 13388 LekB(Tonf Drive for any structure the p b'I ty F theBuilding D Earth City,MO 83045 F t see I n - p - . d t _e e t 8 ALPINE- www uiFinelty „s TOP w tpnstgro SBC, wwvr c,DHIS.try J, ICH ..i c aa,Or ncacwc.enm2mc MAX, `�PA1�,1 i U," 4 ✓I L ER`T hi C' t'lI l E_ 7 11 ' U--,0 f°1 CT 0 ii risid C> .Y1 HG-Ig1/eit E ra hi I 015 E3 CI, E ..-F.. _- lili Top Chord 'Px F 4>_rl 7 41✓#r_, DF-T 42 or IDett630 Unless pErtied otreerw e o i q Bot 3 # PF #4' #L etle Ali webs taller than I ? ��ir Fel 's sen) o .moi n r ✓e tical, 4 ,1 t InEinf en lit, length es and pridiele or head ren lcL ecc: v204 Pl( Cr t ._r a #E3 Oeh, same naS Ct uc rI liiu +r+ t„ reinfor I//e 11t `,r4 Cur,YnnuoTn of x, A t r valley ever ✓ supporting t r l truss with, Restraintapplied at atl`I oil wela permitted with diagonal h !iI31201 hon all 05 x 3,5 0 rails Tioe oiled for hra D r=, shown In DRWG BP( LFprfV •1114. b E 7-10 16(1 mph], 30' Mean Height -nclr -ed Ing, Ex✓ W r F TIT D __-5 a+ l = F20 high Top chard n rrrF tl Eliru s hrrrath Valley et must. he braced wl+h. PoLerly attardated ea ; applied priori to valley tr_ssFCE ;-10 U z0' Mean Height. Carle Ir Eidlefing, Exp, P, Wind l, TC Da=S ls', ct = 100 yrs 11 lla'.Iorl, Or �tton mord relay he square or pi-Pones-T. cut Purlins at 24" c. or as otherMS e per on -rrr:111r_rerIs sealed design Has shown Lr 3y volleyCal s design, Jriilel.p of purr lin sp✓r`IYI✓I as specified or Volleys; r ort rourlr to l / cut r1 s, solidtrI II]uiar Engineer's er Inc ,ors Fr om a singl 22x6, or larger as required, E400 l __ .. hl.n c trICttr e the measured u'ed n along I ne permitted I lieu �r =air/ (1 ging 11--plvi e ti spa atE Dx4 member r, r1 � l raLing the �_h r of the ss Y a ` the slope of tide top mord, Ail plates shown are 'T W LCG Wave Plates, Larger pa L may be Emit ,05 gong as the vertical Height idioes of l_dceed 14'-[1', 4'I P y 4 `- 13 1 10 xi 13 �2vv t� ,1 a _ of✓lal. .r�,., y I)clj i"; -- -- -- - C IZ rneci Clf; ''IIT 2 0 I�n;r �.1 b t+rrl arrur. 11 lucre l',�t r l,l-rhelJ /aliey f1r� t Ip_ ny Yl nor Chord End Detail Joint De-toll 4X4 Il ,Toe-nailerrl �y E.' ria. \ 1, / 1 Co f n 0 n Lr Ur:SeS / % I Vt c_ lo(_ ,/ �, �H �� +�."t// „,, „,: j.�' /to I o t X 114-21Max wC nno) ��r! k C ,�,_ �� 1 f f i --F' trrial Framing T0401pportlncl tr(ASSES at ,E4' „ t ih �'�+ ar. C n ,t,1rrL.�rsr,acinq WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. ¢Ep PRopi. TC 1 311 30140�.��'F"- REF r' I- TI Trin 4V e` VALLEY DETAIL I2014c t4 latest I r PCSI g4'a fabricating, c d a hip_ -,1' h c R 1 to arc, p F n g I v y t Component ty t by TPI 1 UL F S13 Ti_ Di__ 220 1_y i 7PST D A TE �5GINE . �p1, s t tr C i -h h p:O- ly it F tutemporo,, p oT r,nt or. I':rd , i11�� I__,J, 1f �lL r <� p sr per ETiSI sector,pTi a r . s 510,own ,or of �i rweot nth pl t t(o .,, e �/ 83294PE I. BC DL 1(, 10 1e f , '.. DEaR0�r VAI. 1ft01il1014 L_I �,,' 1� F I the rl ,- noted r. i -- = e; d ;y 1 0A d -d p p i /� D l 1 E10T AN IT4A �p r r's(Pd d F B In p I -- S ;-hr ro � t o _ Comp', ELI P.37 psr- r y d t. pt on o this indicates n A , ac I eor of ap FtEd(o Tl=1I l D, f [ A seal thisdrawing page listing this d g d t acceptance 124' professional '— engineeringresponsibility solely f the design h The It bll't d P-e f thisdrawing _ ._.- 1 13389 Lakefront Drive for' any structure theresponsibility of the Building D -g per-yHNSI/TPI 1 S 2 w DJF r .I,'j I ;�J Earth Ci MO 63045 F� -v t: H. rn u a .,o+ 4 PN 0 14,_8 ,r0 M ALP;NL wwwWpnetw 1,1. www ,. tory SbC4 www ,lust.y e, w saceory �$enTa, . ';PACING 4 D„ RENEWS:6/30/2016 • H Up to 115 mph wind. 200,a1 ft MeanHO. CSCE T-10 Enclosed Bldg. , !o .,tela kyiker E roaF, 17Jxi ilii Tr Sp r it y is r7 ac. as Exp C. Wind DL= S.0 nsf -.�in1, Kit-10. U A .! ,s rr. app!'.-able If, .,p s.,ppurts, addi+ionol loads such CAA parr-ans. teepee, chimney O 1 �y st - loads V1,zt Top Chords trusses supporting piggyback t t-u-s s must eakeg c telY 4 :d tihenth. Thr klo Enginerr Record shelprur E diagonal hr n ,r r1 other- el Fanchorage to Farnar t y re tr n oil iT:, a-d ,aterkkU bracing orc:o+ ok pruneIoods over 7>ke ends. a;~ Ref err to Etg;neE-r spoked tt-USE. deign alsoWnq f Orpiggyback Orld vase tru_ p _Piea+.-r 5, Pigq+? ck cop truss slant nailed to all top chord pun dn bra_ing with `_) 16d k:o>: nails 1U,1 "A3,5-4 Alt c4- purl rrro ng c the PLat top chord --' --- Flat Top Chord C= 12' -- .---+► IpsinU > 16a bo, tdo.4s CO I35'43,5"1. T 1p —7 i � �� +12" rl, rigid a ,heart, overt p 1 24 continuous llp to 12 7441T_'rIgt4 Tock hair s,) wt & hr ' co.u>1o1 (!.131' s") / ,�� or g +n pall, in 0Vrrlap zone spat ,d at 4 0.r: _\.- 1r _ ��---,--I--_ Y 1 1 24" rP zx I �� SII � � , I I I Flat top chord purins regared ot: both ends anal at 24" mos: o,c spacing in between, vwWARNING!o, READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` IMPORTANT e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �v, S51 f r� +L. I requiret �t' e( �r Helih +`p r d g h P .tel .B r �eT �t and �5 V��61Mg� i� FEE PIGGYBACK p. t performing P C p t Safety I t k TRI d HCA. f feu P r t t l t Y - - _— Ue -NP P do I. �((/ 83294PE + y DATE 19/01.'14 hail property h properly eta h t I 'I tl d I. tt agora g l L 1 I-.1 1 t to lea c k. /'�- J T? 1 /`j 1.-. 7)i-, ' ,i4 I 11 -C o Qui I 1 a ICI,.I &I o! h L BJ, Apply P h face G -- _h J t L t PI ash t Jt., - i —!J L, <rr e o 07/19/2016 E (��(�� ,< 1, L7 IQ1(�14 Ald T w f om AP tr, P J f ITli a c, c roT t q3148,610 �7/ 8,V --'--- I 1 l M Group 1 ce. 1 t S p li F ✓Cof-on l_l.Vl il[� ....-__—._ .+aLL t P -r 9 - t F F tV P SC'T 11 o V NL PP 9- -� f tr A this drawing or cover engineeringresponsibility solely for page Ib de,'listing thisdrawing, d t acceptance F p ( snnal 73 SLY 14,20e 0 for structure 10 the design shown. The suitability and of thisdrawing s 13389 Lakefront Drive anyresponsibility of the Building Designer per ANSI/TPI I Seca self Tan _ ti Earth City,MO 63045 F^ n ; r' job's s e ai rot g a these w t' , ALPINE. www 1pnei't,coTFT see wn,.tp' SSCP. wx ,bc'Jw ry ,1 ICC, www c_sn Fe.org RENEWS:6/30/2016 ACING D 4-0" tiI t .p, I--II_, TI—i I r ill fp rj jl ;l 1 11h f_ _60 nph Wind3000 f Near, Hgt, ASCE. 111 Er _ed Eidg. located anywhere In roof, Egp 1. Wind EL- 50 pst gain Ezt= a ❑r 140 mph wind.rl, 30.00 Ft Lean Hgt, ASCE 10, Enclosed Eiclg. located anywhere in roof, E-:p D, v'r d DT= t f nsf <r' hzt 1 0 Note, Top chords of trusses supporting Pigg had cop ti-dosses must be a(Aeghately bipiced by sheathing o purlins building Engineer of Record hallprod e diagonalora I or any other suitable .nehoaac to permanently restrain puhli s, and lateral kac' gf or u4 of planla.h over gable ends. Maxi urn truss spacing is 24" o.c detrll is not appilca kale IF cap supports additional loads such as cupola, chiony or drag - - .rut loaas. as Refer to Engineer's sealed t - " ,gss design d awing_Por� PIg9Y i 'loa.-k and hose tr ass; i Ica heirs. - — --- eP a L Q `'l_tIr i a,paa1I - 1 4o,L. OI' L 12 Fi agybac4 cap truss s lalnt .ailed toll top chord U to 12 1 pun I n bracing with '+ i6d nog r nail= (,I ,.,q,3 5") F - /�� a I e--ur- o chord with 4 k3 grade scab �� d only at each r I attached with \� a rows of 100 hon silts (0128"[(3') r;.4 4° o,c, • / i'V / �� Lac h o e 1 bracing t.o theflattop ChOrc1 �, v --- --.... — _-11 _— ' �® Prts 4\ y A11 C"g (2) l,d boo na i0,13 x3,5"). �a.�\ ThE tc. -k r d kJ grade - -r ab paybe replaced I r-urlin Spacing Z�a with e h r� f the l w.rc, X, 1r Ilox p/i/ , , / r f 2 plat- ottached with i 0120"x1.375" nails,, (4) " ggY intotap TI (4) into rase truss 1C: C1 or ) -BFB - /� wovep ggyh, 4 plate pia'.eal o the pi c bad: lFrei S T5 and attached to the hose truss TC with Top ChOrd S-01< CTyp col Foch En(A) lot top chore; your n s egai_ ed at bath w 0 0"x]T gall, Note Nailing ;:hru holes of ..ods and at 24" ra or'. spacing in between. wa e. prate _-eptable, It---' r' CI I 1, L i.,:I I�.!.i Pm i ni -D i; l iaddition, provide connection -. ._—__ —_-- T"1' I with one or the fishowing methods. Piggyback a truss slant nailed + . all top fiord F er lin Tru o — k o Ing with .2r 1 a hos noes (0,135 o") and secure top Use 3X8 Trues, plates for 2.4 chord member, and chord with 284 43 grade scan Pi _sideonly at each nidi 3X10 Inniss plates +p rub and lar-lar chord arta eo with, 2 rows of 10-1 k,r)x [soli,: (01 3"x3") a 4 ac, membersAttach to each face 0 U' n,c. with C4) h n A 10,i20",<1.3/5" na into sop a. torn chord and (4) 1,- L ach, pu I.'. [(tracing to the flat toe P.uhur a1 lip b_ .e truss top chord. Trulog plates nay los % ng_ a rI ono or 3> I6d box nail CC.135" 3.5"; staggerod 4 _c. Front to hack fo.-r;. Up to, 12 I / — �� I '�� AFA Rated gusset �, h xN //16" Pin) APA r atc,l sheathinggussets �/ I I Nench ger Attach R ac with 83) Ed roainon ��., II Cop -- - �.- -- r 1 \.. �chc d and (44) per g sat, o in a tr. C0.11nails ord ered / y /J �. _ ---.1 L\ icy _ t':talc7Scabs4e o truss front., tcn hack_ �-1t Gussets --- _ _ I P k rill chord depth scabs (eachface:. �- //� j� z .„ y� tach 8' a with E) 10d b. rales 11 'x3") �� /, ) % / perscan: (3o 'n rap bottom choral and [,3) in V / base truss p cher tib ay he staggered 4 =C trout t bCd Faces, I I `� P Ir 0 a I2 PB W ✓: NrgyLPN k hIt L -- 4" oc rag 298[3 'o� Chord :: tend,, LrIli nuriiros Np>L11`r'4 ac.a � I fabrication.0 .:>7 _t It piggyback -c Full e piggyback plate to ec ch to (' Scab 'Typic-: Each End) Chord Pot t top chord p pal C Attach teeth t o back t time of ept t,ap or truss with Depth int p-Irails per face per ply Not IF pun r .r ea hl:g are riot specified r the flat sop of the erase Piggyback plates may be stayar-red ac. Fr-ant IMPtruss, p driirS u_; ho installed24" -tU la tGC S. roux and use Detail A _ w READ AND FOLLOW ALL NOTES ON THIS DRAWING! l WARNING . s "--- '-- NTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, f� T., q. t _. n y. h I I r,pP d 44+Il g I br Refer + ens Cr 4GINt�46, �p �� PIGGYBACK f llo t! t st I t .f BCSI B C ,n t f t I '� by I r.. A Br A. For ,t p ct r 88294P --. ---- ---- t, les Pa b '' tarp r h Have I u 1 I t p y 4 r Br AQ/ E 9 DATE 100 1 14 _ ,F,,,,, Properly tt I cd-, n r r ttn li d t u d hot-tom h, rd / -- _ r r_:u n. h a. o o_ t shown +a p n a er Int r a lifx'WC T'1i1t, "11 E� \ t F t d yq 0 1 t P B� r-]U p;�[' ,rl 1 Bly rl r �r fa,.e 1111114 .__ -I j i! h t- , D-t .r.,,s rite,, �therwsF 07/19/2016 --.. _.___ U -�� LC r rt.r tc, Jr a ng EVA-l_ ''or Standord s,a.e position,. L. fIIA: Bt,Iding nn r Group I- h t - 'e r ,sbe y de n fro, 0714&16 AN Frew gOIUFPI t -Pclg " re b 'ICthe , f c hAN I'TFI 1, f COhp1-ya � nnbC; ef _ 1$ w4 tY 14.20 efcover age A seal on this drawing Rlisting thisdrawing,indicates acceptance OF professional w engineering responsibility b'llty sol Iy for the designshown. Thesuitability ond useof this drawing .for any structure the responsibility of the Bulding Designer per ANSI/TPIl Sec.28elf Tan ,13388 Lakefront Drive _ d► Earth City,MO 63045 For t e this .,ofis 0 I note, p - o o these web t ALPINE, www.urpne't o, Tr-',1 ow,tpinst.or. SBCFl ww SI3C ,G,nstryo g: ICC. www iccsofe.orq RENEWS'6130/2016 vp/1 r'lNf ,1 r