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Plans (104) At STA a/Co r-a ocJ.2-7b Ii31a Si /21/z 141 14'11"8 il 11'6"8 11 8'6"—.I FIVE T , FGE T JUN282016 O o LELDING GGE ' VISIONI -r a D O CC S CO WCO >N I O O:C 0 0 - W I-0_ Cn CC-0 LC .. _/ Li_N> 1 s 13 .1. CC m0-+J 1 � SJ2 -_- M CC->07 1L_Lq I7 m SJ1 - 7 .••• •••• - d �. m O CO P\ ��, I BGEE CO CU i �� O(0 D w t00 U1 CO 3" N OC J CC CP co GE 17 U N OGF�-� p 0 v O JOB NO: 144-6'6"-4 4 6 1-9'6' 14 s" I 1115025 35I PRGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of I Document ID:1 VLC7175Z1105085329 Truss Fabricator: Truss Components of Oregon Job Identification: 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR . gyp ,./2 Model Code: I RC :.%),;,./2%,_ t� Truss Criteria: I RC2012/TPI-2007(STD) � i y659 Engineering Software: Alpine proprietary truss analysis software. Version 15.01. r• . Truss Design Loads: Roof - 42 PSF B 1.15 Duration Floor - N/A -411111111 . Mind - 120 MPH (ASCE 7-10-Closed) y Notes: Akw.alltS 1. Determination as to the suitability of these truss components for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRST10-12015EC1-BRCLBSUB- Submitted by CMC 08:52:58 11-05-2015 Reviewer: CMC $ S # Ref Description Drawing# Date 1 63479--CC 15308098 11/04/15 2 63480--C 15308093 11/04/15 3 63481--C1 15308096 11/04/15 4 63482--CGE 15309001 11/05/15 5 63483--BGE 15309002 11/05/15 6 63484--B 15308091 11/04/15 7 63485--EGE 15309003 11/05/15 8 63486--E 15308094 11/04/15 9 63487--E1 15308095 11/04/15 10 63488--FGE 15309004 11/05/15 11 63489--F 15308086 11/04/15 12 63490--DGE 15309005 11/05/15 13 63491--EJG 15308090 11/04/15 14 63492--EJ1 15308099 11/04/15 15 63493--EJ2 15308097 11/04/15 16 63494--A 15308089 11/04/15 17 63495--AG 15308092 11/04/15 18 63496--SJ1 15308088 11/04/15 19 63497--SJ2 15308087 11/04/15 20 63498--SJ3 15308100 11/04/15 THIS DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - CG ) Top `nerd 2x4 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 HF k2 1 t t Webs 2x3 HF#2 Nal I Schedul e:0.120.'83", min. nal I s :W1, W2, W3, W6, W7, W8 2x4 DF-L Std/Stud(g): :W4, W5, M18 2x4 DF-L Top Chord: 1 Row 012.00" o.c. #2(g): Bot Chord: 1 Row 0 9.25" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Webs 1 Row 0 w" n•c. factors, to ro Use equal sp ng between ws and stagger nails each row to avoid spl l tti ng. 4" o.Special loads grainc requl redg infareal os vert bearingsa gr reatd ere thane 4 to (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC- From 72 plf at -1.00 to 72 plf at 17.50 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 36 pl f at 17.50 to 36 pl f at 26.94 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL-6.0 psf, wi nd BC TC- From 72 pl f at 26.94 to 72 pl f at 36.00 DL-4.2 psf. BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 14 plf at 0.00 to 14 plf at 19.06 Wind loads and reactions based on MWFRS. BC- From 7 plf at 19.06 to 7 plf at 35.00 BC- From 4 pi f at 35.00 to 4 p1 f at 36.00 Truss desi gned to support 1-0-0 top chord outs ookers and 5.00 PSF TC- 416.52 Ib Conc. Load at 27.04 cladding load one face, and 24.0" span on opposite face. Top chord BC- 1732.93 Ib Conc. Load at 19.06 must not be cut notched. BC- 336.28 I b Conc. Load at 20.94,22.94,24.94,26.94 BC- 119.89 Ib Conc. Load at 29.00 See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind BC- 113.61 Ib Conc. Load at 31.00,33.00 bracing requirements. (a) #3 or better scab brace. Same si ze &80% length of web member. Provide lateral wind bracing per ITWBCG wind bracing details or per Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. engineer of record. 2X3 studs require reinforcement at 70%of the JT PLATE LATERAL CHORD 6X10= length tabulated for 2X4 studs of the same grade. No SIZE SHIFT BITE Deflection meets L/360 Ii ve and L/240 total load. Creep Increase [55] W4X5 1.25 R 3.00 3X5-:---:, factor for dead load is 2.00. T 3X5% a 3X5 6 -, 6 s 3X5 a w. 40 913 • W3 WW1 ApriiiNiiiiiiii .0. iPA • W - _.\ wy ww 18-0-0 3X5= 3X5= 8(4111 3X5= 3X10(A5R)= 4X5(R)[55] III 3X12(63) �1, 2X4 111 ` , 1 6-2-5 J_ 5-7-13 5-7-13 .a., 5-7/-1I3; _l, 5-7-13 6-2-5 _I 9-0-4 6-11-0 -1`3-1-8-1` 6-11-0 T 9-0-4 '1 17-6-0 I 17-6-0 Fc 35-0-0 Over 2 Supports R=3468 U=186 W=5.5" R=4622 U=274 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Tsuss Com nems ofOregon 503 357-?116 ••WARM NGI••READ AMD Fouor Au ROWS ON Dils okmn NG: Qe� 0 F TC LL 25.0 PSF po ••IMmmAxr•• FURNISH Tx s DRAM NO m,u,_ux*RRcrams I NO TIE IMSTulAS. 825N 4th Ave,Comehus0 9713 `0_4,4�c�� REF R7175- 63479 to p•rformi rig these functi ens. I nstal tars shel I provi de t•inporary braci ng per RCM. Unl ess noted otherwi se..°Be "Rif 14B59 4:s TC DL 10.0 PSF DATE 11/04/15 top chord shall hove properly attached structural sheathing end bottom chord shell have a properly attached . Ir BC DL 7 o I 0 PSF DRW CAUSR7175 1530809B AL,I�O N C °.u".i on of I ". other*,°° •.r ° r°. f°.°t.n. .. °°[Ions. from t",s BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawl l;,,." ,. "; f trusses.trussTV Bui I di ng °P�°�o�fGroup.,":�«"ANSI I not?RI,.°r f°.".'"C'".irc.,:°" •.°--°; e - TOT.LD. 42.0 PSF SEQN- 350600 IM s •r'.M II.��sIM[mall•.:rM iRi l .T aroh..l.a.t.Mla..rlM /D/ •f[,••7•'90 4V °w.I moor R..ANSI tIPI l 9«.A.in° FROM BB 2351 Roma Citric .III.>. w.mal°la »•.r.":"...I" .r r r. .r.l. a. 4o DUR.FAC. 1.15 Saonmeab,CA 95828 ldJV W G'�p ALPINE:wow °..T.�....tRl"°t. ,.RUA...w.•ki.nd° ,to.. I«.....Icc...,erR SPACING 24.0" JREF- 1VLC7175Z11 CXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - C ) Top chord 2x4 HF #2 :T2, 13 2x4 DF-L#2(g): 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W3, W4, W5 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. (a) Conti nuous lateral restraint equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5 fi. 3X5 3X5 T T3 3X5 1.5X4@ m• 1.5X4 0W4 O 9-1-3 5X7 ._ X18-0-0 I = 5X5(A2)= 3X5= 3X5= 5X5(A2) 11,J 11,J r 6-2-59_0_4 , 5-7I-13 8-5-127 13 5-7-13 85- 2� 5-7-13 _.. 9-0-46-2-5 L 17-6-0 , 17-6-0 J 35-0-0 Over 2 Supports R=1588 U=66 W=5.5" R=1588 U=66 W=5.5" RL=153/-153 Design Cri t: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.1 A ...� QTY:8 OR/—/1/—/—/R/— Scale =.1875"/Ft. TrussComponemsofOregon (503)357-2118 ••WARNIxGI••READ"I"F�La,uIxmESONTMlsawlxI es*L F TC LL 25.0 PSF REF R7175— 63480 825 N 4th Ave,Comellus Olt 97113 trusses rain.re•e1 extreme care I n emer•• nAw Au rnN,RAcreating,handl I ng,sill ppl ng.I natal I I ng and Israel ng.Refer co and fal law as I Ncuma NB„E w�� fid�,,,, Mel Iding•� emporarypares•noteer.se. 14859 ' TC DL 10.0 PSF DATE 11/04/15 iIE Joint Details.as„e noted. ,,.aro.. .a aria an Refertop chord Shill i have proper!y attached structure!sheathi na and b ttttt chord SI.I have a properl y attached , - f..standard .ria. ,A0021,1,"11 f BC DL 7.0 PSF DRW CAUSR7175 15308093 A ��N ,,,,,„„ .r'... BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY . . ., ra n; f trusses. ",•"`�"•"""”"""�"'°"."'°�:'".°a""'.";"°"'"`:•" 9 ,F %n `'r TOT.LD. 42.0 PSF SEQN— 350594 t ,Igen 1,=7'e'.::::;.:1:11:1,7 an.'yn 11:1,7 sM.11=1 IMlat,..,a° ,e.°t yr°M1.Nm.1:v.rrlM L. ,9 B1sl Rwamcim4 reee„,e�.1�.>.e1 e� rer . e,.e.r coo NSI TM�.1 So.>.M e...r.A,....�e.r r.e,..raa.er....A. r/A H� OUR.FAC. 1.15 FROM BB • Srnmenb,CA 95828 •��^'•. SPACING 24.0" JREF— 1VLC7175Z11 ALPINE:won.el°ineltri.coa.TPS.Raw.tpl nat.or°..rA assa.sbal ndustry.new I«.,...,a,a,f,.ar, EXP.17-11-15 + THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - Cl ) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B4 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W5 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MY/FRS with additional C&C member factors. design. Calculated horizontal deflection is 0.10" due to live load and 0.15" (a) Conti nuous lateral restraint equally spaced on member. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7(R)III T 1.5X4111 =C 1.5X4 III 3X5% T T3 3X5' 3X5% a (a) •• 3X5 9-1-3 6 r 6 W2 n ,w J 4 8X8= 4 �/ 5X7= ` B4 FS% 4_18-0-0 5X5(A2) 6X8= 1.5X4111 5X5(A2) 1-0-I0" 1_0_0 r 77-318 7-34 -11-4 3 -5-12 'I` 6-3-12 'I` 6-10-4 6-10-4 17-6-0 17-6-0 7-3-8 I� 7-3-4 T 7-3-4 I 13-2-0 35-0-0 Over 2 Supports R=1595 .1=62 W=5.5" R=1593 U=63 W=5.5" RL=153/-153 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 . _ QTY:8 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon15031357-1118 " 1 NGI••RF m w0 Fa1LW"u.oiFs ax ni s aur um tf,' OFF TC LL 25.0 PSF ••I IWURfAM•' FUNI sx TN:oBJr N0 TY YL mx,x..naxs l emlml xo TE 116'r&LLMIS. azsxa�AYe,co,net,n�o 9713 5'l ��, REF R7175- 63481 781: "` .:11. i485gfi•Y'' IC DL 10.0 PSF DATE 11/04/15 f BC DL O "°;; ,. ,• < 7.0 PSF DRW CAUSR7175 15308096 BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY • ;,e .. s. ,.... . ,�.. •._-..: o v TOT.LD. 42.0 PSF SEQN- 350603 &".. n.ni a .Iro e *-•:.::::n a.F in?. .I. ..ni;a:er r "11."411"1. 9� .0•7•Sq QtV 1331 Rovseecw le .eeeen.I.I I r. the m,,,Ing o:.'I....per NISI?PI ._.n.,, .r. .. ......Y... , /A 1��Q DUR.FAC. 1.15 FROM BB SwmmeAs CA 95828 .,,I,r......I°,,.L..<...,°......°"•,. ,,.rr.......e<I",. , I.......I.<.•.,.,, �w•G SPACING 24.0" JREF- 1VLC7175Z11 EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DI MEIJSI OHS)SUBMITTED BY TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 120 mph wind, 22.47 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 :M12 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may bracing requirements. 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. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per 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. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) m 6" 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 - 3X5,,- 0 X5=3X5, _, 3X5-, V 6 °T3 6 T _ Al2 a) a) '(a� 9-1-3 F//////////////////////////////%2%%%222%%%%%%222 // 3 B r b 8 18-0-0 3X5(A1)-- 5X5 3X5(A1) 11'J 11'-1 L- 17-6-0 I 17-6-0 J Fc 35-0-0 Over Continuous Support R=121 PLF U=5 PLF W=35-0-0 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) 15.01.01. r' TY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. 04 Tnme Components of Oregon (503)357-;118 • °°WARN!NGI°°REM Atm FOLLOW ALL NoTES ow THI&Maim A�'r( 825 1 Ave,Comehos 0597113 "" MVO TN TM's aumxo m ALL CONTRACTORS nwclxo,lam ImAums. C; �� TC LL 25.0 PSF REF R7175- 63482 Trusses fagot re emtrene carethe I+test eel]tl on of SCSI ";'"°` C";"'el ng.Refer to a.fel I um 14859 9 TC DL 10.0 PSF DATE 11/05/15 . toP chord she.,he...pro.,y attached structural sheathi ng and bottom chord sh•I I have a proper!y attached r. secti BC DL 7.0 PSF DRW CAUSR7175 15309001 A(1,FO N °"< ° ."R7 or .'Z noted °" drew! rtru,<," ., .",wn °" . BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY °;::" on: r, trusses.`r '��a�.e�:,.::<.".R:,r);.°1..:°:e:'n.:d7�,°";A°>ol,"."" '4'0.7,0 1s v TOT.LD. 42.0 PSF SEAN- 350799 A"AIN R«[All[=7,::: NMI [IM It 1enllnRi°In «^'I aA sf 1 "�n�ln«'IM 9i C.7,19 9 s. else R Rsr io . .LII[>. n OAAAmor«:NSIiIM 1 s«`:.�"°"«..[ <..M .«>[[ . . A. Af'jyd�w°GV DUR.FAC. 1.15 FROM BB Sacramento,CA 95826 SPACING 24.0" JREF- 1VLC7175Z11 APLE..«.LI".I<..."".,fl.«..<w",<. R..[A.«....<" a tomI<°«... . EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DI MENSI ONS)SUBMITTED BY TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. 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 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may design. 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. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5 NO 6 i i , --i 6 1 5-1-3 di R ■ ■' ■, ■ R I ■ ■ 2xa'/7////////// //// ////////////// 1 LE1' L1' I, 9-6-0 9-6-0 J 19-0-0 Over 2 Supports R=230 PLF U=9 PLF W=5-2-B R=230 PLF U=9 PLF W=5-2-8 RL=19/-19 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. 7Y 1TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Tnrss c/r4 neom of Oregon (503)357-2118 °°wARMNGI.•READ MO RU■ALL ADM OA IBIS OR Am ��G fiE TC LL 25.0 PSF REF R7175- 63483 825 N 4N Ave,Comehus OR 97113 •9lsam'vrt'• MINIM MS°w ALL CONTRACT=INCLUDING IRE �4 �1�, Trusses regul re extreme care i n fahrl catl ng.handl I ng.shi ppl ng.I nstal I I ng • the I atest eel ti on of BC51 Mil I al no Component Safety I nformatl on.by TPI a..,....fermi ng these rune..ens. I nstal I ors shel I provi.temporary brati ng per BCSI. .1 ess noted othermi..<A, 4 P 14659 -7" TC DL 10.0 PSF DATE 11/05/15 /iik\, top chord shal I hav•properl y attached structural sh•athi ng and b ttttt chord shal I here.a properl y attached BC DL 7.0 PSF DRW CAUSR7175 15309002 A l___R N I rr°",.„ BC LL 0.0 PSF CA-ENG CWC/CWC AN 17W COMPANY a y r� °y"°r�B�..°.°.ru.a°In°conrornence.i�n"nxsi rtMi I.°r r°r nanai inq•°enevv:s.°° �y . A°.u. .ti oniA bracing Ming.r e„.rns.:II aM V.1%:::::71';‘;.":,:::: T or'M1■.I„.I°MI M.rIM 9� To.T %OP it TOT.LD. 42.0 PSF SEAN- 350794 05ie ®.c dM Timm,.II T o S°lI:°M a NI.;PI;S .S ` •'„" 'r..>.Ar ..I. .. S`'14NW.GO DUR.FAC. 1.15 FROM BB So mmemo,CA 95828 ALM'"M . nel two. °°" TPI ° AT`" comb I'° m' M EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 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= PM 1.5X4 1.5X40 6 (— 6 5-1-3 ---4------------- \ �/ 18-0-0 3X5(A1)--1-- 3X7= 3X5(A1) L 5-0-4 9 6_O 4-5-12 4-5-12 S 0 5-0-4 L- 9-6-0 9-6-0 "I J 19-0-0 Over 2 Supports R=901 U=39 W=5.5" R=817 1.1=30 RL=77/-81 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. r QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofQ B 503 357-!l18 "WAMI NG!"READ MO Ro LO.ALL omEs a nils wl yrtTC LL 25.0 PSF REF R7175- 63484 825 N 4N Ave,Comer OR 97�)3 "I Isaarurr" MINIM rs Inc .i w m ALL axmAcrun MIMING TIE INSTALLERS. ,cf�� 1,, " ^;% 4/' 14659 '$' TC DL 10.0 PSF DATE 11/04/15 .� r' B7 or A;o; I r_� BC DL 7.0 PSF DRW CAUSR7175 tsaosoel A R_PO N ri. ,a. .u' .^ o.a ^ BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMABNY . . .. ..,.,„,of,.,,., conformance el I ANSI/TPI,.,r for«,..�n...n�PP .. a "r TOT.LD. 42.0 PSF .. ..n ...yy. .... n:,!.r..........;4.1"0:::w-Uo . r.P,:txtaln•;n. ts, FC,7.t'1 QW4 SEAN- 350587 — etsl Roma Clmlf villain.D Mr P.:As...:. • . j/4 w.sV' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more ALPINE: Pl n•l...co..TPS.on .f[Ili�n•t.li”. _._....else..,,,I notes page SPACING 24.0" JREF- 1VLC7175Z11 «......,...... EXP.17-R1-15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - EGE) Top chord 2x4 DF-L 2400f-2.0E :72 2x6 HF #2: :73 2x4 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Connectors in green lumber (g) designed using NDS/TPI reduction anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC factors. DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord design. must not be cut or notched. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. (*) Laterally brace this member by attachment to nailer at edge of roof di aphram, or with purlins/attached spans w 24" oc. 4X5 6 1--- NM 1 3X7s _ 4%.' T3 6 4-5-11 i '■ _ T2 m s9-0 0 2X4(A1)= 1.5X4(**) III 3X5(A1 1- 1'>I< 5-6-0 >i< 11-0-0 >I<1' I' 11-0-0 >I.c 5-6-0 '1 L. 5-0-3 - I 3-2-13 J, 2-2-14 0l 6-II 5-6-0 1< 16-6-0 Over 3 Supports R=441 U=9 W=3.5" R=824 U=25 W=5.5" R=743 U=18 W=5.5" RL=84/-84 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.. �. QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. ( ) a ...WARM *•REAR AMR RUM ALL AolES OA Txls Mal •E TC LL 25.0 PSF Tmsss Com naps of Oregon 503 357--118 �, OpF ppoo ••I IWRNfAIfr•• curb Tx s MOM NO TO ALL CONTRACTORS ixauonx 11E i 82s N aN Ave,eomehus oR 97111 g t(1�' � REF R7175- 63485 Trusses regul re extreme care I n fahri cati ng.handl I ng.shi ppl ng. Instal I i ng anti Orecl ng.Refer to and lot low: THIS DWG PREPARED FROM COMPUTER INPUT(LOADS A DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - E ) 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 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green I umber (g) desi gned using NDS/TPI reduction Wind I oads and reacti ons based on MY/FRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= II --- 1.5X4%V / 1.5X4!/ 6 4' \ �E \\ 6 4-5-11 /� Ir +9-0-0 2X4(A1)= 3X5= mmil 3X5= 2X4 Al Ll'>c 5-6-0 >i< 11-0-0 1, L 4-4-12 3-10-4 3-10-4 Fr 5-8-3 I— L 4-4-12 5-1-11 5-8-3 L 8-3-0 __ 8-3-0 J l< 16-6-0 Over 3 Supports R=262 W=3.5" R=809 W=5.5" R=531 W=5.5" RL=75/-75 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0` I QTY:2 OR/-/1/-/-/R/- Scale =.375"/Ft. ••WNW!NDI••REM AND FOLLON ALL MOTES ON THIS WANING! 4�l T 04. Tr Co rA-vt,g egoo 503)357-!118 ••IwoRTANT•• SWAITM MS Dow NO TO ALL wMIRKTIRS IN0.R:HIM THE IMT.TALLEPM. `4 TC LL 25.0 PSF REF R7175- 63486 825 N 4th Ave,Comdms OR 97113 ,� ">' a /' 14659Q TC DL 10.0 PSF DATE 11/04/15 r 0 I BC DL 7.0 PSF DRW CAUSR7175 15308094 A\_HO N anyfromthis BC LL 0.0 PSF CA-ENG CWC/CWC AN n-w COMPANY a. no. .,, r.• to hul or Idth.^v..•i.Components Croup th ANSI"MI t.or for handl o, hlvri.c.•• • .;' A nN�n *7:17,1"; .1IM♦ rhA.M.I tlry til•tr.InL IM sf A .. en.I �In..rllq 9' 'fC 7 1999 ��v TOT.LD. 42.0 PSF SEAN- 350620 051 Rovmucimk F•..I AI I , .N. I.I F. ono, :AMMI,T•I S S•.`i."°° •'°"h.r .R..r , , r. . h. sq 4f4*- FAC. 1.15 FROM BB Scmmemn,CA 95818 AAiW.CN ALPINE:maw..,nal<..<...Ta.. ,. A mew..h<.d. «,.r.. FOP 1/_3�T�r SPACING 24.0" JREF- 1VLC7175Z11 THIS DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMI TTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - El ) Top=Fora 2x1 HF r2 120 apb w'nd, 15.00 rt mean ngo,030E 1-10,00.0500 bldg,10,000.0 Bot CM1ortl 2x1 NF m2 RI SIf CRT II, % wl nd TC OL-6.0 ps1,e n BC Mena 2x1 OF-L Std/Stud(9) UL-1 2 psf.roe :Lt S,laer 2x4 OF-L St0/Stutl(g):BLOCK LENGTH_ 1.500' Connectors ,n green lumber(g)de g usl ng NDS/TPI reductl on desi WI1 B teed.dna react,oma based on MFRS el th 0.1 t,enol CLC member Bottom chord checked for 110.00 p Defl anti an• s 1,60 I,e e 1,10 total load.Creep Increase IRC-12 s n.1.non-concurrent bottom chard,ive factor for dead load Is 2.00. Trus a de len def, un el n ed an m °X.—an Pg=25.00 psf. Lt=1.10,sCe-1.10,rCRT IIaACPf-21�1J 4X5OW 6 1,5X41.5X4 3X5% ' s 4-5-11 0-7-15 _ _ NN s o o 5X5(E1)= 3X5 3X5 2X4(A1) L 4-10-8 Bim 11-0-0 )11'a.] L 3-9-4 3-10-4 I, 3-10-4 4-4-12 I_ 5-0-11 'I- 5-1-11 'I'• 5-8-3 L.- 7-7-8 J, 8-3-0 J 15-10-8 Over 3 Supports R=146 R=819 W=5.5" R=524 W=5.5" RL=66/-65 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 . T,I.1e„ QTY:1 OR/-/1/-/-/R/- Scale =.3125“/Ft. Truss Components of Oregon (503)357-!118 •*WARM NOI••READ no Nal.ALL MOTES oM m1 s Bwl QtQ L Ic�• th R97113 ••11PORTAMT•• FURNISH THIS mn ALL aRmrcrmrs I THE,NSTAUEns. �4 TC LL 25.0 PSF 825 N 4 Ave,Cornelius 0 ..c.145 'C (� REF R7175- 63487 Trusses rec.re extreme care i^g 0 end ci Refer to end.el 4 F�' TC DL 10,0 PSF DATE 11/04/15 a 14859 9 ,4116., top chord shad I have proper!y attached Structural sh•atni ng and bottom chord shal I have a properl y attarhad'wn dmmi' f BC DL 7.0 PSF DRW CAUSR7175 15308095 Ah�I1 N 0,,t . ,,.n eIT neem .re a Refer . nc for sten. •t• a,l ans. from th,a BC LL 0,0 PSF CA-ENG CWC/CWC AN RW COMPANY draw. mm re mg r renal. 1ss In V Sul I di ng ware mance mai tnbAH6l/171 1,l I not be rprod handfor og,andrpl g.e.ari an •.''.1' A«e,,. .ro. Ido1:,..".::::::N.:^1".:::: brE•C, ,i4b. �•A, TOT.LD. 42.0 PSF SEQN- 350623 e5s)Rwagficimle reopen.bl,is. e.,1, «r e:RNN. I;Sae:. :11:::::.::41::•:;,:11.=":11„. % 7 QQ OUR.FAC. 1.15 FROM BB Sacramento,CA95828 ALM HE.w«.eI PI«I<e.e«.Tpl. •.hie«<. ,Inca.«..,aelnamgenera,net”Pag• .tan,th•se ,«.eeb w«.I«.ar.. JgMwl t•eP •C�P SPACING 24.0" JREF— 1VLC7175Z11 EXP 12 31 is THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - FGE) 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 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may design. 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. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= oft II 4 1 i A ----1 4 / j 2-3-15 wii 0 0 0 0 —0 — +812 2X4(A1)= 2X4(A1) L 6-0-0 _I_ 6-0-0 J Fc 12-0-0 Over 2 Supports R=744 U=101 W=5.5" R=744 U=101 W=5.5" RL=39/-39 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 . QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Tnlss Components of0regon 503)357-!III •NAPM N61"TM D rap FOLLOW ALL Mars ON TMis awlx I y,`�,'Qie OFfi TC LL 25.0 PSF REF R7175- 63488 825 N 4W Ave,Comdlus OR 97113 "I IMom'wr" s WARN. "u CONTRACTORS INCLUDING I xnAu.u. *'''' e. to perform.these functi en,IS 4 /1i 14859�`9(OP chard MI.i heve properl y attached structure!sh.thi no and bottom chord seal I ha.a properl y attached \' TC DL 10.0 PSF DATE 11/05/15 f BC DL O� APO>, ..and on I 7.0 PSF DRW CAUSR7175 15309004 ALL 0 N C d° ° d" so " - o from ,, BC LL 0.0 PSF CA-ENG CWC/CWC ANIrw COMPANY P";: THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TEED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - F ) Top chord 2x4 DF-L #2(g) 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 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per I RC-12 secti on 301.5. factor for dead load is 2.00. 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= Pill � a 4i 2X4(Al)_ \ 2X4(A1)m 2-3-15 Ea El jj li — — +B-,-2 1.5X4 Ill L 1' Lc 1' >i r G-0-0 + 6-0-0 L 6-0-0 6-0-0 J 12-0-0 Over 2 Supports R=617 W=5.5" R=617 W=5.5" RL=34/-34 Design Crit: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.M.e'.%PPROFF Y:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Tmss Com n®1s of Oregon 503 357-?118 ••WARNI NM••NM Nm MON ALL nous ON ml s.RM NGI po ••IIwRTNffe• MINIM TON DAMNS To.0 oNnarlms INUInINO T,� NST..s. S TC LL 25.0 PSF 825 N4t11 Ave,ComdmsO 9713 t;�. REF R7175- 63489 «��a��s G7' !,0Ctr14859 9 TC DL 10.0 PSF DATE 11/04/15 to perfor.ng tne•e functi on, Instal I ere shal I prove de temporary bra.reg per SCSI. UM alis not,other.see, I �tsl ' BC DL 7.0 PSF CAUSR7175 structuraltop chord Mel I have proper!v attached ,•°"t°" DRW R7175 15308086 A LLr�O N I „°". ''-•.. BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY e.�• °"'ari, ortt«,tr°ota°n u•c°"•."er anoi„i lws'7ml•...°Tanne11nq• "��"9.°" 9 •FQ 7,199Q44�' TOT.LD. 42.0 PSF SEQN- 350608 '�TM ttl ttt t 1:727 4": •nom,nwi,rp 051 Rove=CNde response lel II t,. the a�r:M.°at°.Mr..:,wa.,.,,:a.E. "'...t rt .r a,.ttt t. . t. �' YW.CH'' DUR.FAC. 1.15 FROM BB Secmwenb,CA 958E8 eb si Cast „t,r NE... tr reel tr tn.c° T.r.a..tt�net. .. .,T ..,.shoe , .. ICC:..._r...•T•.°„ EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED 8Y TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - DGE) Top chord 2x4 DF-L #1&Bet.(g) 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. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may bracing requirements. 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. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per 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. 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 2.00. 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 Pli i 1 6 P 4 6 3-1-3 MVO / 9 0-0 2X4(A1)= 2X4(A1) L.- 5-6-0 _L 5-6-0 J 11-0-0 Over 2 Supports R=284 PLF U=40 PLF W=2-8-8 R=284 PLF U=40 PLF W=2-8-8 RL=23/-23 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.t e1!:,,hPPRO :1 OR/-/1/-/-/R/- Scale =.5"/Ft. r t ••WARM MD'• READ NO FOLLOW ALL MOWS RM.IS MEW • Tnms Componems of Oregon 503 357-_118 ••1MPoRENrt•• w�TO WW To All.rnMRAc,Rns I M,.um 1wsrALLAT. 5 TC LL 25.0 PSF 825N 4th Ave,Comelms 0129713 47.04661".-4..N. TC REF R7175- 63490 <.': ce 14659 9 r IC DL 10.0 PSF DATE 11/05/15 ,4164, BC DL 7.0 PSF o;, _ DRW CAUSR7175 15309005 A L DO N C BC LL 0.0 PSF CA-ENG CWC/CWC N AN ITW COMPANY :',.:7.:7.t:":, a::`.;°o°"l°„;�`•°"°�"'°;"•°r""`.:"""""SI^°I,.^:°far'handl"'. °' ': q "FC 7.19�°'QQQ;' TOT.LD. 42.0 PSF SEQN- 350792 „:::::.M; .xl.A .•Gr'.:7 ::wr.r"M:11,:17°11.."':::::.714"::,:t:: u^1=.11.r ,:g:,l..i 1"1 Dsl Rov®.ciNe •sd.u.l l u:gild,g°Ow'R,,.r F.;MITIs.: •r`I• "• "0 r.",.er r. . ". '�I4Nw.CK�' DUR.FAC. 1.1 S FROM BB Secreme as CA 93828 ALPINE:www.el Pl..lt..to..TPI..•..Tel net.aro:.TC..new.Mae!nd. , o., I CC:wow.,..,,r•.orp EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z11 I THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - EJG ) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at -1.00 to 72 plf at 1.85 Connectors in green lumber (g) designed using NDS/TPI reduction BC- From 4 plf at -1.00 to 4 plf at 0.00 factors. BC- From 7 plf at 0.00 to 7 plf at 8.00 BC- 25.53 Ib Conc. Load at 2.00 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 41.83 Ib Conc. Load at 4.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 114.36 Ib Conc. Load at 6.00 DL=4.2 psf. Wi nd I oads and reactions based on MFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per I RC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=147 6 I 1 4_18-11-12 1 1-3-4 z18-0-0 1 2X4(A1) l< 1' —1-10-3 >< 6-1-13 J P8-0-0 8-0-0 Over 3 Supports R=187 U=20 W=5.5" R=114 Design Crit: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01.1.-!• 1'ItRo TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. TrussComponousofOregon (503))357-2118 ••wARNINGI••READ ARDFOLLOW AU-NortsmlTMISDwwlxsI REF R7175- 63491 825 N 4th Ave,Comdms OR 97113 "I rvnANr•• mmN,RN TM a SWIM m ALL COMPACTORS wnNol w RE INSTALLERS. �y'�,�:e*- �f TC LL 25.0 PSF to ofirl'ormi ng th•se funoti ons. Instal I er•shal I provi de temporary braci ng per BCSI. Vol ess noted otherwi we.12Z:l <,,% gr 148599 TC DL 10.0 PSF DATE 11/04/15 top chord sisal I have proper!y attach.,structural sheathi ng and bottom chord shal I hav•e proper!y attached r w •s oti ons° °°, " ;o; above ene°" � BC DL 7.0 PSF DRW CAUSR7175 15308090 A[��0 N •r. °r r °r` ` °` °"` „ _ BC LL 0.0 PSF CA-ENG CWC/CWC awl ng,AN ITW COMPANY o s r. °s°r trusses, i.conformance a.n"µsl nvI,.°r°for'„."m in9."s„�eni,:"" 4, Tc.7,`9$g 40* TOT.LD. 42.0 PSF SEAN- 350575 A°.wl'w,t„t• OMs w„wo n:471V0'w�l Oi IMlnewt...e.^'.na sr4r�Mslr .Ml=11. _ _ a3slRwmRc w„.IRn . Me Buil no Deo, Per ms7A,5. 2. w..r t .wi r , t„. ... !,4//w,0*Q DUR.FAC. 1.15 FROM BB Sc,mno U,CA 95828 SPACING 24.0” JREF- 1VLC7175Z11 ntnRE..w.°w•.r..°°•,rvn.w...wnat. ..wu.w..>°a",u r °•,web w.CC'S,. , EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - EJ1 ) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. 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 2.00. R=131 U=13• 19-11-12 6I T 2-3-4 +18-0-0 2X4(A1) Lc 1' >Ic 3-10-3 >L 4-1-13 >� P8-0-0 8-0-0 Over 3 Supports R=286 W=5.5" R=114 RL=48 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 . QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Tmss Componuts of Oregon (503)357-?118 ••WARNI Nal••REAAD Am FOLLOW ALL Nam al MIS SMM Nm ftAQe QBE TC LL 25.0 PSF R2Rit Ave,ComdmsOR97113 ••I '• F1N1SH MAIM°TOALL TORS Ns.�Nnuums. •( ' �, REF R7175— 63492 1ft `Aire s/' 14659�.g\' TC DL 10.0 PSF DATE 11/04/15 r on^tT. sections •.•n, • :°°" • • •'a.•^ „fags:: BC DL 7.0 PSF DRW CAUSR7175 15308099 A I1_, 1 N BP „^,,^„ BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY .n.t.1.t o e r. n•^T trn... •..,n•tonfnr..nce.,cn us,irvi t,.°f•r n.^m y°^:na"",d.°^ •.;. d: A„°,9d.n"i""„A° I':.""°; •., ,..'"° m••. of„," '"n .0 7,t9 9 fF;� TOT.LD. 42.0 PSF SEQN— 350577 8351 Roma OMR ••^•�•�� •• •A•W.I.Os...„�Amxfm"t°sse.=•'„ ' X41 QQQ OUR.FAC. 1.15 FROM BB Swmmc"b,CA 95B78 For sore ALPINE: ",n.t•.•o•.T°. o Job's .�°•;. �A:notes„•..,,nd°ge , o.. ,«..•,..�....f•. , AMW.C�d these web sites: SPACING 24.0" JREF- 1VLC7175Z11 EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - EJ2 ) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve load applied per I RC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 20-11-12 6 R=189 U=27 T j 3-3-4 I +18-0-0 6 2X4(A1) Lc 1' >I< 5-10-3 >< 2-1-13—>•1 P8-0-0 8-0-0 Over 3 Supports R=362 W=5.5" RL=69 R=120 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Componalts of Oregon (503357.1118 ••WARM NCI••RE.AMU FOLLON ALL NOTES ON NIS DRAM= 'F.'Q`EA 8'' TC LL 25.0 PSF 825 N Stl Ave ComdTus OR 97313 ••IwRRTANT•• TIMM THIS MOMS TO AIi CONTRKTONS MUMPS TEE TNSTAums.Trusses regul re ex eeeee care I n friar!cati ng.handl I ng,shi pal ng,instal I I ng ict ng.Refer to arid fol low 5OE' REF R7175- 63493 the I atest eel ti on of BCSI (Bui I di ng Component Safety I nformati on,by TPI and u)% !i• 141359 F�� TC DL 10.0 PSF DATE 11/04/15 141359 '9 f„ BC DL 7.0 PSF DRW CAUSR7175 15308097 ^ ' b. .. .. I BC LL A L.cA I V r� fre,<"„ 0 0 PSF CA-ENG CWC/CWC drawl AN ITW COMPANY . .n r. ;, crossild es. �"(;�.o �<e:I<�"RNs�.,v�,.,<.,,"..,(P�,"",b°;;I",. '" -• a v TOT.LD. 42.0 PSF SEQN- 350579 A»""» drawing. i T.". obis drawing.1" .....r tm..e.:..,r.I".<...w..is"iA. % ft'-7 149 83538 CiMe <».».na...ley .Building Owlsoa„:AN��:,11;See..'" 4P QQ DUR.FAC. 1.15 FROM BB SanamebN,CA 95928 =,•,"r.mins.m�"l".l<m.."m,T.�.....<"i".<. .WT.<,.»..,b<�"d.neral notes page ..,m. �«.eb rm.I.<,.... �qN W.Q�� SPACING 24.0" JREF- 1VLC7175Z11 EXP.12 21 1S THI S DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS) SUBMITTED BV TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - A ) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.10 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. 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 2.00. No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 2X4 III P s 4-4-3 • 0 0A +18-0-0 ' 1.5X4[9] III 2X4(A1) 1< 1' F. 7-9-4 i2 Fc 8-0-0 Over 2 Supports R=431 W=5.5" R=336 U=33 RL=93/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. n TY:4 OR/-/1/-/-/R/- Scale =.5"/Ft. Tntss Componems eEOregon ((503)357-3118 "wARNI N61°° MO Fouw'ALL NOTES m1 1N15 mom WI '�s0 `� TC LL 25.0 PSF 825N aN Ave,Colnehus OR 97113 ••IIPOMANTe• E°°""e°'°All can""o'°n°I "e INETAums. el �� REF 87175- 63494 trusses regui re extreme care I n fabri cat,ng.handl I,oh.pp,ng.I nsta I I I ng the I atest.ei ti on of 8.1 nss. ars �"; ¢ 14659 4.;14„, B N.' TC DL 10.0 PSF DATE 11/04/15 G. s•cti ens I I BC DL 7.0 PSF DRW CAUSR7175 15308089 A f L J )INC B7 or ach from,°„ _ BC LL 0.0 PSF CA-ENG CWC/CWC AN ITWCOMPANY Inatal. °° area.,of,trusses truss Components ..:...�tn"exsvmi,.°r for handl ions °vl c.°" �. ,E,C''1g0 Q4" TOT.LD. 42.0 PSF SEQN- 350583 e and on A.ul sn •Orxilp nr Mnr.':IL""."NIA Arnln°.IMI up"I mArl I ,annOIIII"'"°""°'`"".r..l"° "' MW C PQ DUR.FAC. 1.15 FROM BB 5751 RomaCirek ° .I sl 11 is" w s„1°I rq Designer n.AAsl ml t s..x. .sr r. q Snomm�u,cA 9sa25 ALPINE: •n�'•. SPACING 24.0" JREF- 1VLC7115Z11 animal A.nal,..tom:"PPI.nos.tains,org:.rA.Inns..n°I""",.r.tow ICC. ° EXP.12-31-15 THIS DWG PREPARED FROM (LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - AG ) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 72 plf at 0.00 to 72 plf at 8.00 BC- From 7 plf at 0.00 to 7 plf at 8.00 Connectors in green lumber (g) desi gned using NDS/TPI reduction BC- 816.86 Ib Conc. Load at 0.56, 2.56, 4.56, 6.56 factors. 120 mph wind, 20.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind I oads 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep i ncrease JT PLATE LATERAL CHORD factor for dead load is 2.00. No SIZE SHIFT BITE [ 5] W3X7 S 4.50 6] W5X5 3.50 L 1.25 70] W4X5 2.25 R 2.00 1.5X4 III 6I 5X5[6] / 4-4-3 ■IbilikiriiiI. I 3X7[5]III 4X5[10]= 18 0-0 ow-4 4X5(A1)m 4-0-0 4-0-0 'I` 3-10-4 1L12 4_0-0 --I l< 8-0-0 Over 2 Supports R=2169 U=105 W=5.5" R=1733 U=88 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. ,, TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Componaps Of Oregon (503)357-!)IS "1/MNI MGI"IwaD AMU FOLLOW Nmns ug Tnis ORM NM 825 N41h Ave,Comdws OR 97113 •I 'M" RAM S'TM15 ORM N6 TO ALL CONTRACTORS I NCLIXORs TN IW.LLER.. 43,,1r.-- IC LL 25.0 PSF REF R7175- 63495 Trusses require extreme care I n fabrl yeti mg.handl I ng,shl ppi ng. I natal I I ng and Israel ng.Refer to and Poi I ow _laythe I•test edi ti on of SCSI mper ";` ess noted otherwi se. ,I' 14659 . r TC DL 10.0 PSF DATE 11/04/15 Olhord shal I have properl y attached structural sh•athi og and butt.chord shal I h•V•a properl y attached ... ,.u^ons BP,BM or ,a.. .until a.',ro°l above a.o .: BC DL 7.0 PSF DRW CAUSR7175 15308092 A IL,L U N ,,,,,"„ _ BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawl° .. l I ure t.°i°,,:;truss In'confe�an.e:i,h"SSI�I 1.or for"...l[[."";"°oo�...`" ,f .,, TOT.LD. 42.0 PSF SE N- tZ.t.:T .t:::74:ew.f:n 1^. 7 n:`.. .i ti"�,,::°r.......r.:r.re.nnt.. i„I rr.1n„ ' 7 19 9 Ne Q 350592 slvxov>m.c�<k r.,...... . : .:,iu"�oo.a...fa.Aeinnii...:. ...,<,.. .. /gllfW.CNAQ OUR.FAC. 1.15 FROM BB Swnnnnm,CA 95828 For"°.E....., 1,o^,T°,on SPACING 24.0" JREF- 1VLC7175Z11 ..x<" ... .. « . EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - SJ1 ) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve load applied per I RC-12 secti on 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 6 I R=35 U=6 1 *18-11-12 1 1-3-4 —1 *18-0-0 6 r.� R=26 2X4(Al) 1' >-1-10-3—›3= 1-11- Over 3 Supports R=193 U=4 W=5.5" RL=27 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. T22RQp, Y:6 OR/-/1/-/-/R/- Scale =.5"/Ft. Tnms CompoDents of Oregon (503)357-2118 "WARM NW..BEAD AND BOLLOR Au ROHS ON MIS ORM,. '� 825 N 4tD Ave,Comehus OR 97113 MPw fANf•• Mala nos w. TO ALL mB BrnBBs E mrAueAs. TC LL 25.0 PSF REF R7175- 63496 `7 .4`: '4 P 14659 ' i„ TC DL 10.0 PSF DATE 11/04/15 n� t BC DL 7.0 PSF DRW CAUSR7175 153080e8 A 11__Pi N . ° ° ° •° ,<•° free<., .r,-,0 BC LL 0.0 PSF CA—ENG CWC/CWC drawl AN ITW COMPANY on are.,e o-°.f. Components t1 M°`^.°..`n«'µ51 rni,.wK.a or for°euroandl I°M.'O°.'"s'°" 9 `i.0 7 19$s g4r'v TOT.LD. 42.0 PSF SEQN- 323118 A...Igen rue"w r.I.v,. 'ON.. :: <�.,:..... r.. . NW,�+�4Q DUR.FAC. 1.15 8351 Rome Cnle . •i°,II sy. a..,,PDesigner Senmmb,CA95828 EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - SJ2 ) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors In green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per I RC-12 section 301.5. Deflection meets L/360 live and L/240 total load, Creep increase factor for dead I oad i s 2.00. R=106 U=17 +19-11-12 6 2-3-4 ma-. 111111 _4008-0-0 R=42 U=3 2X4(Al) Lc 1' SIF 1-11-4 >I< 2-0-7� H3-10-3 Over 3 Supports H R=234 1.1=1 W=5.5" RL=48 Design Crit: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0% /4(0) 15.01.01_ TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. TrussComppoonestsofOreon ((503))357-2118 aaWARN1N61aauAD FOLIO. NORAOP11PSRIWINGI REF R7175- 63497 825N4PoAYe,ComrzonoR97113 aaI1FONfNIr•• cusawlrxisww oalmMnoRsiAwmiwrlc INSTALLER. ti�t(.1'*"�e�.Truss.regul re extreme care i n fahri eating,handl I ng.shi pal ng,I natal I I ng a. TC LL 25.0 PSF the atest eal tl on of BCSI (.11 di ng Component Safety Informati on.by.(PI and CA)naci l I 146599 TC DL 10.0 PSF DATE 11/04/15 to performi no these...ens. Instal l•rs snei 1 provi d•temporary braei.a Per(1CSi• .i•es not.other's", r top chord silo!I have properl y IttlIthad structure,sh.the ng and bottom chord shal I hare a properl y attached 1 1 BC OL 7.0 PSF DRW CAUSR7175 15308087 A FL U N C ,_ ., BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng,any.11 ure to Dull d the AN ITW COMPANY i on bracing trusses. or handl'no.ani"ai n.. eat aci > ..M�9Npo^(I.a.e�oinance wt.iMs�ira,..^a."a..rn.a..1." aaia.ai,y ,p,_ "FQ7.00 Qgv TOT.LD. 42.0 PSF SEAN- 350571 ""'"' PI ' rP4 OUR.FAC. 1.15 FROM BB MI Rome Cin'k . •im II ara Pee PA idle. .,nar w./APIA,:Ki na wa dais dr.. . r y cry ury . .. AMWa CH Sacramento,CA 95678 SPACI NG 24.0" JREF- 1VLC7175Z11 AL.,...aim al"inal,a..om, a new.,,lnat.erg. CA.no,sisa,nduatr,.c"m. I« ewe.Icosefa.or, EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A -- VERIFY VERIFY, OR - SJ3 ) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. 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 2.00. R=165 U=27 1 0 +20-11-12 3-3-4 6 1 • .,----------- PA.... -1 +18-0-0 R=114 U=16 2X4(A1) 1 1' >I<---1-11-4 UJB 4-0-7 5-10-3 Over 3 Supports >1 R=247 W=5.5" RL=69 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0%)/4(0) 15.01.01.&x;{,.;, &TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com Rents of Oregon 503 357-!t 18 •,WARM NCI 11•READ AIA)FOLLOW Al NUIFS COI TRIS own mi po ••IMVRTANT•• EMI TRS ORMA MD TO ALL CONTRACTORS INCUR/1M TIM INSTALLERS. '� TC LL 25.0 PSF 825 N 4lh Ave,Comdms0 s713 �'r ��S �CT*"4' REF R7175- 63498 Trusses rec.re extreme care I n febri eating.handling,sni ppl ng, I natal ling a.brect ng.Refer to a.foil ow the I atest edl ti on of RCS!to performi ng these i.e.ona.eass noted otherwi se. P. r 14859 9 TC DL 10.0 PSF DATE 11/04/15 i N ALA ons< or as �•;�;; •••o top chord shal I have properl y attached structural sheathi ng and betto•chord shal I have a properly attached ,,,�.� BC DL 7.0 PSF DRW CAUSR7175 15308100 f'1IL,J��N BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY Instal'. •. '••l na.to.erusses.e ui^.`i,roe m:n.•:'«"ApRsi iTrl,..,T•,....l w..DI« S9' ,fC 7.•5%QQ�v TOT.LD. 42.0 PSF SEQN- 350573 1351Rome CsC& reopens,bill y . .DuiIA`ing IMO'weer per wmumI`,Leti NTA u«er tAI•A, In,M1r.4":1=C:111.. sjiAMw.CXp DUR.FAC. 1.15 FROM BB Ssmmeon,CA 95826 •no^'•= SPACI NG 24.0" JREF- 1VLC7175Z11 ALPINE,.«..I RI..L.. P.ma.<. ...,w.NTrA. ..«.I... , ... I r .«.I...,...,5 EXP.12-31-15 max go length uNi r_ Nc ,U,< < owe i Lis S ., :44 14659,0Y " r ,tea `./411W.0HP 13380 Lakefront Dr va ' ,r,rr.rc ��Jnr- s t✓r p ,n inn r tcr. Earth Gay MO 63045 :c ..-... r... '. -.. „- EXP.17-31-15 • i0 A.,P AP ;0 I-0,LP,, rOiCS t PRAWI if AA r HI tAPPYIAP I ALL RARA INP HL PASIALLEPP1 rc• {�7,,x'01 44V ,3399 Lakefront Drlve �cr o v tructaracon_ o rc a 8,1 Vit e ��R w.c�� 9r a.c Earth City.MO 93045 EXP.12-31-15 � 1 kkyrn GEt P ❑/ED ro ❑ ❑ c ON Tips o❑nwnG .�Q'¢D PR°Fly in ISH HI ❑en,o i NIP,Ines Itis nLLL (gP 44/ 14859 i/ 11 ,.. 9 Fc. 1's0 4�. �ANw.CXp 13380 Lakefront Uwe v �� - — – Earth CITY.MO 63045 EXP.12-91-15 • . !HIS[RAVIN,: ALL LUNTPAr.ILIRS IH_INS I ALA, 4pttp PR pt 44/ 14859 Y'+ 9i QFC 7,1919 Q4i�� 13388 Lakefront Drive Ea.CMO 63005 rirt.rr rr,�er rf t✓.n .cie,nr iiv . r2 �ANWCK�' City MO �In„ EXP.12 31 13 • itAn "D 0 U F❑L❑ .❑LEC ON 0 I ❑RfWI 1/41VV*4p Pilot PI AN,* Ul OP „a I uoiN Q14858 1° '3'ljdNw e 13389City MLakefront Drive Np -- - - Earth City Mo 63046 EXP.12-31-15