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HomeMy WebLinkAbout069-580-052r , 11 fU , 1: CDF FIRE SAFE REQUIREMENTS M -58'0-05'3,052- 95 -2-0 zz. %2oa t�k, Ra r, ,5 r _... RP# PERMIT ## NAME i ' Under authority of PRC .4290, the fallowing checked items are required by the Butte County Fire Department and are made a part of this permit, These requirements'are, min imums and will be superseded by Butte County' i local regulations which equal or exceed these standards. Field. 'inspections will .be made by 'the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible space. To ensure continued -, maintenance of properties in conformance with these standards and measures and to assure continued avail ability, access and utilization of the defensible space; provided for in these standards, annual maintenance must: be provide for by the land owner. Drive -Way Standards P y ,� c 1 drivewa surfaces and structures (bridges,, 1273.02 ;Surface. Al Y ,° � r, K� 1273.07 culverts and other appirte-ant-structures which supple= the bed or shoulders) shall provide unob- me, At roadwa, strutted access to conventional drive vehicles, includ.- " ing;sedans and, fire apparatus weighing up to 4'0,000,, w pounds. 12 ?3.03Grade, Not to exceed 16 .percent unless paved, 1273.04 Driveway Radius A 1. No roadway shall have a_horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of so - 0-100 1 , 00 feet radius; 2 feet to those from 100-200 feet,. i [ 2. The length of ver_'i-:41 curves; in roadways exclusive of gutters, ditches, acid drainage structures designed u ; " to hold or divert water shall be not less than 100 o'm tl' feet.. a 1273.05 Turnarounds. if required, will have a minimum turning r' radius of 40 feet from the center of the road. F [1j 1273.05' Turnouts. Shall be a minimum of 10 feet wide and 30 ,. a feet longwith minimum r2s foot taper on each end.' x' 1270.10 Width. All driveways shall provide a minimum 10 foot: traffic lane and unobstructed vertical clearance of 15 L f: . feet: along its entire length.OAT ��}, Page 1 of �?•� �AA�D1 n( t fir---__,. -------�,^-.- t - �; O c4r" n�``y�,�5 i� a � �� +�J� ��.a�.��:#-.c...���.;...�:..-,._. ' .� �-t,-:_�:,.-._.�'.�t..�.......,.-.n.,.,-_•..... mctc16>411otrs� "� Detail Roof'- "F3p UuElookcr ' i4_ . Gable tiax Gab le (G) Gable end design based. on 75 F{P!I Du tall SYM i Endwind load, exposure upn at 0-25 Ft. / ✓45A(( AB mean height. I 240 / 2X i eiiger Max. (C) 1X4 continuous lateral bracing for 12�� Hin,brace (strongback) member longer .than (P1}2411, Outiooke 721$. Attneit at midpoint of each brace Max. 2-13d common nails.: 6trotigba.k. COh1(4 iii btaced at �5V O.C. TRUSSES (S1} (0) Option to 06b plating- -usc (3)-21+ RRhCIPjG D1;i'AIL (N) 2X4 F,1,: )J2 or 13 wire staples (0.072 Ula./15 tlA,,I toe-, (G)' ` Strongback brace nailed tifru chord into web & tliru web 1 into chord on one face' Ear a total of Vpties G staples. (3,1)1 (S1), F. (1111) must (G) _. be plated. a (T) Refer to Sim son Catalo9 C-9411-1 for \ P,I;ate .. odu _. �sax Length W/atrongback brace (S) 'fYP. 11OTCf1' -»' @ 2gH O.G„- tlgn;uack nail to ledger �� {� 3.511 fiat, ,� CUTWORM CRITERIA 121' 0; C } Ledger .-. (nail to verl•t A35 _ w/2 -10d nnallsl' -Gable QETAIL 'Ag 7-9-0 (5-6-0 "� Detail Roof'- "F3p UuElookcr ' i4_ . Gable tiax Gab le (G) Gable end design based. on 75 F{P!I Du tall SYM i Endwind load, exposure upn at 0-25 Ft. / ✓45A(( AB mean height. I 240 / 2X i eiiger Max. (C) 1X4 continuous lateral bracing for 12�� Hin,brace (strongback) member longer .than (P1}2411, Outiooke 721$. Attneit at midpoint of each brace Max. 2-13d common nails.: 6trotigba.k. COh1(4 iii btaced at �5V O.C. TRUSSES (S1} (0) Option to 06b plating- -usc (3)-21+ RRhCIPjG D1;i'AIL (N) 2X4 F,1,: )J2 or 13 wire staples (0.072 Ula./15 tlA,,I toe-, (G)' ` Strongback brace nailed tifru chord into web & tliru web 1 into chord on one face' Ear a total of Vpties G staples. (3,1)1 (S1), F. (1111) must (G) _. be plated. a (T) Refer to Sim son Catalo9 C-9411-1 for \ P,I;ate .. odu !•fat Web Length~ �sax Length W/atrongback brace (S) STAIIDAM) -2X4* U 1-0 - _ 3X4 73 6 O c I Ledgor ptat attociunent's3N:ciflcation tattach in F1 diructicn). 011) p013TINU0US SUPPORT ��- (Pl) Pea): plate to h'aLcb common' trusses,. NOTF)': Tills detail lnay be used for (SI) Splice plate to witch common trussyst Etusses {tith pitched i3..C, t3so. (111) Reel. plata Eo matcy copmon trusses:- • (K) Spacing for 114 = 56.0" ate. Span to watch common trusses f 21.4 F L. lumber grades Mak. LengEh without bracing (14) �sax Length W/atrongback brace (S) STAIIDAM) 5-11-6 1j-)0-0 STUn G-7»tl }3-2-U _ 6- 7�O 13=2-0 7-9-0 (5-6-0 pi _ 7-9-0 15-6-0 111 t _Mutter 74-0 15-6-0 SS 7.9-0 )46TH) COORDS TO 6t 2" p1R-U+k N h' All" (ill {3EV 12/17/93 - FM (l) Rev 6/19192 V^ (Mise, tlet'ails & notes I (2j (M) 2X4 11F 92 MAY 01-: SUB 5EON-� 5G6p6' :�E11 15,6.5 sL'AI F n.SnuD 1 L �f` 11 t,3 11 ..,a.._.-..-•ir=r:.l+..+" r11r.Wrw.+-..I� ,_.,-`--^---- .. rrr - - �V V nI T7 a , r FT F , w T14 r3 r n + 1 + a ,e. I ct: i A� x i. 0_d T �—Q1 A£fiS�41 :L1N—Xk �__. _ _��Aldfl l�tlfJ17 �.1NOI -- 1 ]' THIS ➢NG: PREPARED obT IAnaaK--817 CLpR3 ROARIti' I I6GE7 T% 81• TILE ALPINE 0013 MIRIER PMGAAN FROM MISS NFtI'S t AYpUT Q OP CKOiJ 2x6 FL 01 NNkLOAOING ON THIS TRUSS CALCULATED BY TRUSS FA6ATl:ATOR>'xtf a OT CWEBS 2X4 FL fl' 1 Rt jPrf WEBS 2x4 FL Standard e Tn HAI fX4 "^L • ,BARGE. SANE= GRADE AS!'1E$ 'MEMBER. ATTACH111TR y ONNECTOR PLATES CESIGNM FDA GREEN LIAM PER NOS791 TAB! � E 88 NAILS Q 6' O C, BRACING NAT K TO BE SUPPHIED Y ERECTION CONTjiACTUR., U) 10 PSF 8C LL CHS EO PER, UBC ORITECiIA. CGNMECTOR PLATES MUST BE INSTALLED IN: ACCORDANCE WITH THEA ��� flEG1UI[�E NENT3'0F N _I.0 8 0' RESEARCH REI?0RT "!349. ' x tl r;N LL PLATES ARE 3.5xd EXCEPT AS t10TIrD1 d(�.,w - �ry�1mn '0) 2X4 FIR -LARCH STAMOARO LHT•-1N VOTICALS (7YP) 1116" O.C.,WtM 1,5X3 INLMOF R1G30 SNEATHIHGI *6 7LATa (Tw) TOP Cti]pl T8 BE GRACED BY PROPERLY K17pq{@0, r 1 PL:iLINS E; 24 0010 C. Varnfngs The oantiouratlon/LeNth of this truan is such that extras© pA�pERLD AILT1i6 OR COH7INUgI)S LATERAL BP11CiW AT 72.( O.C. f'I ST auat be Y TrACHEO TO THE BMW 1 mution cxwclvW in handl ng and installation to gysnC cm, J1 YCC lot><+ 1,. N , (andlilV and w�eCttnpp wood truan� - TPIy) �hsae •viarttino Testa bolcv. (K)2X6 TOP CHORD FILLER BLGGK. ATTAClI 7b TFt,aS NITIi HEEL PLATFS�SI �N � PLUS 2X4 PLATES AT Iv 1 24• 0. 0. � I'OtTiION BOTTOM MOM MAY BE EXPOSED TO, hM pnSUVE. X155 OESIGHFD 114 ACCOMANCCE %{ITN UBC -91-0. FOR 75 MPH, CMMRE 9, 0 NOTE, THIS ST=,TWRAI GABLE `7RtJS9 IS DES1fiNQi TO PE USED ON ANfEHCLOSED O 15 AWEGF34UtQ BUILDING MDHAS 24 C11T100E0ERS. HEIOF1r - G BLE FACE TO SUPPORT GILL WAD µDT 10 EXCEED 10 PSF. s^ G) c r`G J a 416 P_ XS(42) ? ). •2'"'• 3k6 5}(O r 56 ._ (US 12 -nom r, �• OVER SUPPORTS . a F17•!a?2/ N+5.8 A+BB PIf ,W+4O" T TXP.- A P - 11 v� SS S` 4009 c� T� o c= C7 �7 CS q xIMPORTAt3T1Elf" : uaw Q Imes ffsx3&--4 ILA w WAANIP}G'1sic:9aWlpGc1111wt'1%M 19 Iwluiat tuola Rio 4 QOfESS1 • TC lL 5.0 PSF REF ftA27--63T06 ;. • a. d b 1� `-! G O t� 7KYTI[9om F" );0a emim OA SF�lC 9i•Ei fl19'AnVK• L11197 . iNC1di• 991 fpB•11 M m1. 97Y 7!119 9ls7p fAIINf >♦ WllO 711[ +�IIe9 IH t+lwr9oeca Yn" 091119 6P T"[:' tm, rA07TlGW, f"IC1K 1'UIH74'IT 11AiCrM1'a 171A1.177NElYK F11! r' '�y - 1p d' - Tc al 10 . o H oArE G©/z3 s5 4 a �ALArN ljtcr�5 �Inlit /N�n roe"cls 99 MM 9ua►7Q MM 9RaWIrtgr - r� 'T 2C LL 5. i75F {'RK CAUSA4Z1 cr �'' p a9ullu w wre n.x,< vsnlw tr ,ruol.vnwwo oecnlaa Bala cwn7 �"#C99 l &W 4i. SaLk19T�NWes, lr4r"aDrLvwt71r.7m u¢pq tY G3E15 0,0 gC LL (U) O y O PSF rA-ENG 14C Y'. 77VV 1y t7 _ Tsu5S n ovivy" w7u9cIr7M.e t1DYAa11is cr 4w 1: M 11r KIWOM's IMM Mandl. vprA%F ►true" a tom. 7tI1. c" 19a$nn1om-Op" �•0111TOVIEattl" •k FID. 63D91 * TdT .LO. 31.0 PSF ' •�" t� o � +a a IMEA twLPO71nAlT1nrmm7uc. M0101Ae1mrVr7.tt{, v/ dies- uo dnit 1e7 K +m.t1a 19+011 1n /Ar orris re+. Yo1w To vY: tnud, de.euai crulruavl. ■-•int • ildv RAI { IMTI7UIG I+IS !>vt 119f10u1 YSIagfgi7C4714 f0• F°p0 Cp7{iWRI[Y J CiV1 \� DUA Ff'C. 1.25 (I uII ^-- I�j � 1fl �b( _ rp � �•• ,,. 24. Q°: c,� - � �,.,` { �' _i, ,� �. „ _ . n, �� . �; . ;, .:;" „ ;� ;, IJ� �� �� [t.,i,. 5' i i � �. �� �.++r.�ny�{ '. :� ;1 +n a �� � '.' n_;1L.(1f LL�...,. JOS: (WARK--M XM FaAIiK) / ISCEI T3 GTt1p C• ' ... .. + AdW NFR•S LAYOUT ,r- TOFF CiHDAd 2716 FL f2' THIS OMG. PREPARED DY t}IE ALAl7+E JL1e OES1G7iEA PC�GpAH F110t1 � > BEARING BLOCKS; NAIL, Tl'. 6E1 lOd ax -lHai 5s BOT CHORD 2><B FL 8RG. X-LIDC fBLOCKS LENGT BL1( t4NAIL5 BLK T MESS 2x 4 FL, Stand d 2k4' FI. >'f; 3 20542' li 12" 23� CONNECTOR pl, NOTEr FOR ADDITIONAL OETAILS REFER TO QRAWING 6139. sa ;� Ra. ' 7,3.3. ,,ENG BLOCK TO Be SAFlE SPECIES, SIZES GRADE AS CHORD:, v, !ETES DESIGNED FOR GRF.£N LUH9ER PEA NDS -91 TABLE BEARIx4 [13 HEM=FIR OA Bl:TiEil CONTINUOUS LATERAL BRACINHip^ D �'�+"' THIS ,GIRDER DEAND b TO CA'iRY d2-04 d0 FRAMING 7C/BC SPLIT BE'EQUALLY SPACED, WITH (2) £itl NAILS, BRAC FROH ONE SIDE AND 33 -Op -00 TAU55E5 FRAMING TO SDTTpH CHORD RATERIAL TO BE SUPPLIED AND ATTACHED AT SDTH ENDS IOWA';Y; N' vyl c t FROM UTNE-Ii SIDE, SUITABLE SUPPORT'SY ERECTION CONTRACTi3R. CONNECTOR PLATES MUST BE INSTALLED IN ACCCROANCE WITH THEA r REOUIREMENTS Oi: I.0 6.0• RESEARCH FIEPORT :12949, IN LI6ti OF .RIGID SFEATHRIG; $ An TOP CNOF,D 0 6E ERACiD 6Y PRamFAy A TACItED PUF�iN& 24,gTY i � +� �x a I � S 0.C. A RIGID CEILING- OR CONTINUOUS LATEP.AL (MCING AT 72.00" 0.C. 1t 8 . + n 2 r� ' SKT2 IR) � \pERACt17) i0 VE pormk CHORD, 1FS i�08M1EfOED-OOIII OT16H FOR 3I-0-0 TRUSSES 2411 O.C. TO ITJTIOM RD CHO.Wil SiNP,pI{'LU28. "SEE CATALOG C-Pi95H-! FOR:NAILItiG SPECIFICAT'ICNS. (U�ILES3 . OTHERWISE SPECIFIED. SUPPORTED NU48 RS HAVE IDENTICAL LL$4mR SPECIES, Tw H �' MIN14M NEEL HEIGHT OF SUFPWIIIS TRHlSSES, ) y jA. , 1 (� W3 (A) �f 1 7X8 A31 1155lA ',� 0 ' OVER2 .SUPPOFITS ', R�5313P Ra54Q5� Wp5`B - �} 1, g 1 "1, P T. YP - P N - - Se A:1 48D53 C= o ;� cr o o KTl4PdR7A�JTiE3E aH+i c,cncwn scarp, inei WARNING li�l "n`t u� t rani aQ�E55f Rev ti 250 R + ora ,� ra su[[ wr x a•.aaou rw tru TC LL 6 . Q PSF FIEF 8427--63691 C Q t!+[AitW tnPl Hua fs:sitf[ to IKIC ti4LYJCAtta+6 a,1.1nt t�iLUU. rEC W811.Bt !n[. sf lifts t[9fc� �.�� f A, o sAulmt a emeo sat T+�+ w eelsaa+kiranhOsgr tr a.7• NO ArW INWL sTlC0L lt*mnT upetuc a 4 1fe, TC OL 30, . Q f SF GATEM0111�3�!1150.5 p O Q O d IMLs C3`Wlb t W WK s VKL MLv, al[tL Feall s ASK arr - • y .0 f C C o O Idol m 0 eva" Aa IltTtu, Amv CmNmfcn TO CAM CICe W gWpo AAULt thE AAxn M{A,T t z m nPitpray � r bo BL DL 5.0 PSF ORN Csn C=) A!_PrN o TIrf7 uavxsf: Gf4Avr6psau�p+iktt etCr4L rN[tIM VT trueso PLnrcosanut+x tmll.rtl fb G3915 BC LL O . Q PSF CA'-EIo o One{pw ►[w uwtzwt Iz� w a ftakiusIG1SW+onoassnlrro•trfr Andua ■Ino asuliu .-,a ,�oucaw+vtnaw>asmvnsmus d ws a ttt. w erl[usa a ALru,C tfol+lefL ate Iriven ra+ # GR f3o9T A TOT. LD. . 0 PSF IIIIuI �i(�LI53 Aa aat ontlnn userts to IIE ptraut+l tv[elrO lraa earaAtL A1sLrcArtaa 'rdia+H a uvt or Ann +Ilv+� I1111Crp A� to c n c A flt oN v, axo uutt br Q rClm IDd11N AMC olwl rAY. E[II41 TD 11(1 fSf 6RL71uj toll R{CTJ`�� OUR . FAC. i , 2J'rw sora m+scnalln,SPAC NG BEE ABOYE77777 ) ,1 ••.- •vt t4 ^T:r'^-/T'r^p�..rt4+}... R^�.e++..�y1.J.. Fl - a .; - ���This'DttG.,TftCPAftED SY TiIE ALPIl .JQ3 MICNM PROG{7Ak F909.T�S W FVS-LAYWI' f���; I bb (ROUiK--61R BLCR4 AOARIO / I8 STg6 75C th^ 0 HNMLOAOI:3 ON'THIS TRUSS CALCULATED BY TFIUSS F ABFiICA76AM fi{ P OP CHORR "! . �L 2x6 FL IOT CHORD 2X4 CONNECTOR PLATES MWST RS INSTALLED IN ACCORDANCE WITH THl a v � FL St$naac0 FIEOUIRENENTS A OF i.C:��:O. RESEARCH REPORT M2949i ,; ft" 'ONNEC70R PLATES DESIGNED F(FORGREEN LtmqtFj PER HDS-Si TABLE (U) ,9U 05f,,OC LL CHECKED PEA UBC CRITERIA. .� µsr• K� t CONTRACTORS WARNING: TRUSS DESIGNED IC ?EAR ANO/0R 511APOrTT AODITIMM L�GADS N (C) OpNCE�IIRATED l'JAD FOR POT S}ElF. T1jXS IS !.T SPECIFIC LOCATION5 PAWICULAR CARE IS ADVISEI3I DURING' a " tier` to INSTALLA "30 ENSURE THAT THIS TRUSS IS EiiCCTEO AAOPfJILY, - a 4_�r '✓ IM LIEU OF RIGID 9HFA7jI103• �t 70P CHOW TO 8E MAC» dY PROPERLY ATTACHER PURLINS R 24.00`Q C, + ` '� a W Cl 1D A RIGID CEIlI110'OR OONTINlrMsLATETiL BCIIG AT 2.00u O:Cf 1U�iQBE V �2,`.r PR UIERLY ATTAMD TO 7HE BOr M CfiORD4 a� (Hj THIS PORTION OF THE BOTTOM 000 MAY BE E'1410SE0 TO WitO PRE§SUIi1Ft. 18`:'0 1 P r TRUSS DESIGNED IN A=MANCE WIT11 UBC-9lod, FOR 75 hFii, ENFOSURE t' 1 15' A9DVE GROUND HEIGHT, NOTK; SPBCIAL HANDLING CARE SJOUL6 P.E TAKEN {WRING SKtPPDlG AND EFfCTl M c' SX6 OF TRUSSES. SEE •W1flllilG" NOTE 0EL0#. ~c K4. `` 3X4 GI io i� 5X6 5X9 AXG/ X 4 'a /I -+;e v 9}08 3K4 . 5J �, 1 �i 06 (A2). Xz.t+ X6 1.5 94 . 1. !2212^- 1, O 2 Ud2�5-H 14-0^0 -6- 14-10-9 --� w , c t ■ OVER SU?pDF3Ts ��� fl�8Q4>p Wb3' Ri6c:l. 1{■5 B Fi _l7E39 Wt5 L p v i 3 Se 48V,9 T p _ f - - ■ c 11 AlmOQ��E5S �uc�nw DATE 08/P3 95 d C! Q G Q cs o t� a cru rniNTi<sNTO as u[+ca utr�y sari rultnc to duua ra idea at ccfmxmw.' .ter alta. LY mi. uWu ar � taoL, k�yc, KW JMIVWK. PUffLt nlnu,a1T ousen K q� A SC OL 1Q .D PSF BC OL5.10fl A5F -U }j Cites C7 U5q�b7 35507 1" p o r� o ftre c id/ealrm Le K0K of aeu owlt. %lett Pcmud AltK Wt AL 11 OC61 to Lotto Amy au+tcials W ", me or Nrikwwu, um� "Mme eu>GAun .. .� GIGO WlL tc tAILPALY YP1tel Kill ulna r LA^ BC Li.. iU} C Q ASF CA^ENG mm Nh tftm 0 wmw LW if® ON 1NiP MnOt Irrflrlu tY M&Wtl P01MM SNiViM Lo1llK s 0 Ib,C13615 a N" jW'P666jW.333j666U w 4I�I{ IiI1llI� W' aALQY o TpU5S wuectffas ro tawdm'tm 15111 wit4. MFM'00A0= mwa'lt W&Mtrmk eisreret r'LOPi trl'1H v+tlr[Lt9 1rLL « not tnl+sw Lftetta IL nc cr'aiwl Lcgsno 1rx Or rtill, :Pr�{ltr MACLfu MOD MMW.. to (� 6ID4I rk LVYR rc?IOrIL tWltt 11/rtYu. ra, f>�t *� 'I II al+ruL +f+asatTr t",PuWWAurtante TOT.LO. "31.0 i�SF� DUR.FAC, i.exJ O G cl q a o o 'N,wvt wtobc O\t' WCItON felfflCtiK. �crarwMw r+n Tteo tnctwclfc. t 1 - ,� ,.,'li SP INC 2A''U^• -num ntra uan*armoatf tuts Ilt tY ,'J r 11 J)I �. �i. ,; lY' i,l •-'n. Job, BLpR9 AOAAK3 / TO S1UH CGNN pas awg. PSEPAAEO DY THE ALPDIE Loa antsm Pnowak FAtAt TRQsS WROS LRYWT' v. .IAOAAIK—IIIA TDP CHAD 2x6 FL #2 lAi 1tM8 HEM-FIR OR'BETTERR CONTIMOUS LATERAL BRACING TO 121 u n BOY CHDRD 2x4 FL 411 NEI38S Rac4 FL Standard 9E COUALLY SPACED. ATTACH WITH Bd. NAILS, BRACING HATEAIAL TO BE SUPPLIED AND ATTACHM AT BOTH ENOS. TO A prat �t SUITABLE SUPPORT BY ERE%TION CONTRACTOR CONNECTOR PLATES DE FOR GAEEN LUMBER PER NOS-5! 7AE1:E CONNECTOR kATES D4UST 9E INSTALLED IN ACCO 0ANCC WITH THEA s;-4 I.C,B4O.• RESEARCH REPORT 02WS. ,nl z COB'S AEQUTAEHENT.5 CF n r� CONTRACTORS WARNMG: iU? 10 PSF 6C LL CHECKED PER UBC CRITEIIIA, �.` +� ; � :6).a �; TRIS TRUSS IS.DESISRED TO BEAR' ADD/OR' 9UPPORR7,AOOITIONAL LOADS a+ t LOCATIONS. PARTICULAR CARE IS A3vISED DURING IN LIEU OF RIGID SHEATHING, �W N ; A7 SPECIFIC iQ ENSURE TRAt 7 Cs TRUSS IS EREIJTEO PROPERLY.. TOP CIIORO TO BE BRgCFD' BY ATTACtiEO PURLIfs a 24.00 a ~ INSTALLATION PROPERLY m ly r C�8 I � A RIGID CEILING ON CbNTIgWUS LATERAL eRACifiG AT 72.00 O.C, 11!57 A PROPERLY ATPACHED TI1E CHORE. � r TO BOTTOM ,a ti. (iQ IVIS PORTI TRUSS DESIGNED OF TRE BOTTOM GM0 MAY BE EXPOSED TO WIND PRE5S1lRE.. .a � DESOVE N A=RWC9 Vinj Um-9iO. 75 EXPOSURE B, rj FOR DfPH. O ?per t5 Al 74 a 0=1 SPECIM. MOLING CARE SWLAM I3E TAKEN DURING SNIPPING IIID ERECTION °WARNING" • _ OF TRUSSES'. SEE NOTE BUO'rl.' ,�i' BX5 i o, 177 r 2.5X4 H i , �. .� 5X4 5X61\ is 3X8 (A) .4 0 „ q �06 (A2} ,4. 3 I.5X4 cc . --(w2 2 12 30'71'4 — a „ 42' 10" _ c OYER 3 !WPPORTS R-3800 W-5.18 Rp14720 9=5'e i?=907i!W 1 ■3" ' PLT, 7Y -API 173a:48 6 *IHPGRTANT1Ht'a'MVVIMMLs PMWIL lug: zMLIOT Ar- Iavrmm.9 fm ANV tnot i" AHS WARNING"m7ufcsoracr1mccm IM Im ilk% Amami ND WE W"I a rcc DMISM Q�pFE55! Q '�J�, TC LL 16.0 PVF 10.0 REFA427-63694 _ 08 23 l G to Q r� c C:3 to - o c= Q t= cmitlw ocslw on nfm navmnlss, on r�Altvm& M [ACED P["9[ss to ww4w om olm even sP In. Alrsne cw[<ton M ISMOf 0" IkV- MEL WT9M AAIB LAK CM D EKCW At nal[D. AMM 01490M 10 t►Aa FMX a; OMCM. W. the rom AtrA119'm %"CIA& PnMMctr W104 st bstrorx3- k#"M Du[ptse lrocdua MWJ WAU [C vlllt ¢I.Y. AIIWn PRIM TC OL PSF BC DL 5.0 PSF DAT 95 - DRH �slra�xl ssa3sso8 � v m LOA o TH tasrsfADlsaa�atun[¢cot%w t0,1012 taro Iceman IV "T1410 sonestrlx pj0.G38i5, -. BC LL UI 0.0 PSF CA-EfIG F1 A m Duo"I rx, lto t lab". Duna slnwAae a c �`',. TRUSS � ;!an+wArAtluns Ixcxxilan sr M+A't cAI. Ar Lallltx"y x.rolUlf "M01111=0 '�neCSRohwr,ancuo.M stn« Fwr"Lr t"jo 0 wale glum ss 63091' * Ievrrls rt>«rca /rfArE ,lrrt/wI ry rarE+ �� �• WdWAIMMWAIIm.Ra+lp1►caraAAts C S TOT.LD. 31.0 PSF p�j< Ill Ip O��B , oUR.FAC. 1.25 ' TY DLV. AW JWL B)r lW tml IN Ott C:1[R WY. RAW M �[ 1■tm V!L'TIt11 eftlafat6i. r .t�C� Ikl �S"I ' c o c o 0 o +»irL.Iw1CSilDHUD1INTE ire-I•atluuAwl.acscAsurgrlallsuAaPomo•,Tttu�cnuO r: �L"Y SPA N 24 0"'' �. 'I J .. .,. "� 'i Li... �.. I Y .. _ '. '. rr.��-r+-r �.r-.+««-4......r�--w.�....�...�v ryM�+�-��f—� uX�r: w-�..--�-.V��r..w.�..�..u+-+...s.1r.....+-+ �.�-+ --w.+' __ - -.» �...ff.u. �..yr.-t qtr'-' i tip :\ ;99` � I' i1lj. q. Jab- MAM--BTA KLAAS RUAMI f rif CAHY _ PAREO 1LY THE ALPf1E J08 DESTGIfER PAtIGRAII FRO}L iRU55I.AYLKIT 7OP CHORD 2u4 f i2 rsc tHLs ante. PxE GrvNNUttt�{ BDT CHORD 2x. L 1 WEBS 2x4 FL Bt3RdO (A) 1X4 03 NEM -FIA OR BETTER CONTINUOUS LATERAL BRACINFr TO IIL • MOO- LENGTIi"'� 3,'2 BE EQUALLY SPACED, . ATTACH WTTH S2} OctOctNAILS, BRACING v' .531der 2x8 FL 13 MATERIAL 70 BE SUPPLIED AND ATTACHED AT'DOTH [NDS TO A SUITABLE,SLPPORT_BY ERECTION CONTAACTOA, y177 3C �CTOp MATES DE5IGNE0 FOR C,RCEH LUMBER PER NDS -91 TABLE CONNECTOR PLATES "T BE INSTALLED IN ACCORDANCE NITIt THE'q' ^ to v REQUIREMENTS OF 1*.C.B4Or RESEARCH KL PORT #2949, ui'^^ r (01) 10 PSF BC LL CHECKED PER UBC CRiTEAIA. CONTRACTORS WARNING- NG - THIS RUSS lS,DESIBEA[ROSUPPORTAZRI-LOADS4* AT SPECIFIC � AACOOUC INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PAOPEERRLY�,;, IN LIEU Or- RIGID; SHEATHINCL ( 'NP CMRD TO 61 BRACED BY,PROPBRLY ATTACHED PURLI1S B 24,00 O.C. j, VAR e � A RIGID fEILINU OR C04TIN000S ULTERAL BRACING AT 72.00a O.C. "TpBE PROPERLY ATTACHED 70 7HE DDTTM4 CMFD. ," `" +T r ~ .. i Aso 1 h rx j f£t pw (W} THIS PORTION OF DRE BOTTON CNORO NAY ;BE ESI()SED TO WIND PRESSURE "W TRUSS DESIONED'IN ACCOROMM WITH UBC -910d, FOR 79 NPH, M010MREpr6- ,;0 TOi DYI 154 AOE G"JD HEIGHT, LL", I ' 1j c , 1Vemf1L11f 71n e:anf4fiuration/1onOth of this truss Es ouch that extrooaL, �� •rx caUtlon must be'eaerofosd in hor■di1nD and lautallatfon to prevan�dawQu.' Refer to 16T780 Owndllrig end areatlng wood torsos - 7PIA) for SX9 rocoeawndettans. Aldo euo "raining• note belot+r AX X4 r. 6XC XO XA 'axe (9) fA} (A 1,8 p( x4 _ X4 Cz 1A21 _--- -�X4 5x8 Am AX5.1A2F , i2r 2 12-3719"4cc S • 26-0=0 26-0-0 Sot) 2L;0 E4-11-0 P- 11-9-12 11-9-12 6-5-8 _ OVER 35 5SUPPORTS ti Rrill W-5.8 11 210 it 548 A i281 W 5°8 T T -' A p 0 F' Revs SC 4BD13 ret nrar+anm rro�+cL' sec. airiccs rcatarciinL-c uvs - o .: _ _ ti ea �r v o` ca o kMlldfiDRTANTOWA NARtditJO IOIESS TC LL 16.8 PSF PEP Rd27--H3B97 nOlt Aar eE aHNteleJ foil rK ,e -wnL1�. af[uUM AV � Q ' e AI-PE laPl IM IPM 11Ls aC31p1e� 1,[te MWlCntaul fA AW WAJ*". SM ate9f ,Lr 1P1.An'tAls ou+1r '•�y TC OL f U . 0 PSF ATE OB/23 95 'D o romLm ie mtw oe mm rr w-wsua ill anee rr In, rp. smi ia44 ttncul rla,ucri wutNa acne oas cress rae Luse er aau oar, �uu aenwr nut wtRt+nns. Puss rolns,ox mic4na BC DL 5.0 PSF ORM CA 427 523SSM "49 M e r xvil AI l W. JJ)My CWWAro ■ w fAa■ IFAM W Otr0 71NLt ee LAMIA LY e<at'D ml p"I - Iouw00Mrm OMM13Ctxnura,Mtsmtex �cst-io1 LY utww nnmJt "rail Do ma ib G3815 BC LI, (U) 6.0 PSFCA-ENGMCawavva,w aurtNe sw au s tmvf. mor w+w a ►rm accow r rancrn nlru m u ., LyLI 70T.LO, 31.0ma" LVM1L kste rmvnta" w W5 t --MI. W van"A'A "s" !uwt" 1Rlut frMetoP No. of loWmi 4;Mlu 16 n[C■ro"m IYil��410A MMLLAMMI if: FU"u i, V RAL � DUA.FAC. i , 2rJ ,N n&c Aw svu. w, ar. rem, Lac+ w sur anon nr. usuN to ile',ncx oeanui m1tNc�m, 6'j' YIL Q�� 0 0 b o A ,. nL -tiw,a Hart a,ertt■n. �m . tra, w�w■u ontcu a.re„Lurta he .= uucmxr1aSPA NG 24:0" ''q"—,_--„'`4l'?.^•^—,,^^��."'*•'-r^"^^�+^_^'a. J h I, C,ee+—^..'--.t»•••q,�.•�'+-^.u,•— —^-'"_ I, vim'•`\\ , U F ,. � �> . _� ,. L 4 M. IADARK--GTA BLOBS MAW / T12 TSC iA} TIJIS ppepmb By FIA 1p1C BETTED txiSIWCA PWGAA14 FRail 1RUSS WR'S LAYOUT BE MATERIAL OACE1' R WITH, IT , 4,71 S LATERAL BRACING TO r i TOP CHORD 2X6 FL 12 WEBS 2x4 fl l ] ATTACH WtITH' (?1 Fld NAILS, BRACIU3 C v 90T QiDR D AT TnttcTop CONNECTOR PLATES DESIGNED IrDA GREEN -UNBER H S 2if4 FL Standard PPLIED SUITAB E SUPPOAT rz r, � PER NDS-9!, TABLE CONIiEGTORLPI.A7 S 1dUS7 BE TNSTAJL 4�INEACc:oaOANCEEY1f�TliT�' 7.3.3. REOUIREKENTS OF I.D.f;.Q. RESEARCI! REPORT #2949, p, C3 r ca CONTRACTORS WARNING: (U) 10 PSF 8C LL CKCKE PEA UBC CAITEflIA ' to THIS TRUSS IS. DESIGNED TO BEAR ANDIOR SUPPORT ADDITIONAL LOAD$ t+wN m M f�} AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED 'DURING : SHIM ALL SUPPORTS SOLID TO BEARING, G^ ' INSTALLATION;' To ENSUFLE 7H AT TRU:ii I5 ;ERECTED ;PROPERLY. �. N IN LIEU OF RIGID SHEATHINGI e r ' a`1'OQ'NOT 71lf2ii TRUSS EDA FOR Eianw TDP CfiM TO BE BRACED) BY PROPERLY ATTACHED PURLIOS 9 24.00"O1 C 4' N; a O A RIGID CEILING OR CONTItA WS LATERAL DRACIM AT 72.00" O.C.L WST Bfe, -iD "WERLY gTTACHEO TO'fHE 6DTTCM CHORD. 'ff .� �.„ (}F) 7HI6-PORTICN OF TW 007701E CHORD MAY BE EXPOSED TO WIND ESiSUliB ' ro t-! S r IRUSS DESIMED IN AWORDAHM WITH I1ec4jed FOR 75 NPN, J WO B T ~ 'GI 15' ABOVE, GROUND HEIG1i1. j �! z Naming; The cant lguratlop/lortgth of this trta..n s Is ouch that extrgm 6) caution nusrtbo exercised 7n handling and installation to t,eyent d" e. a `\ Rotor to FIEr'-BO (handling and erecgf - 1Tsi� Par i rvcanaendatione, Aleo sou "wafnln noto below. ti+ ( 0 rg wood trual:ap � , 6x8 cr ` M 5%6 3a.: .xs tel (A) xs xa o ,a v 3X4, xB � ~ �4XiA21 Kt X �''• 4X6 (A:3} o y 3x6 41 }2'2`12—•�- --33'3"12-------g 6�8 4 2�=U'�1� 21-11-0 11.9-1 m��- 26-0'-0 26-0-0 OVER 35SUPPORT5 R-2906 WI-S'S R-16120 W-5'8 H+i530>Y f:f-6`8 1 i PLr, TYP - ALP E A Se 4807 �1ryy- 1y ..: R V 7 3s A' • 0 e� o la ala a #YMPG YAR i#FiW'Ix/ a DE 11150 ., A 'Int, WARNING""- -'I-1 ncc/R q s % pflSSf 7C LL15,10 PSF REF 8427--53700 4WL�11 L£ nft7aal¢E IIA L41 1N ILLtmjmN tarcttnl 160 y Q4 a O R'I U plot (fail has oTsla d1 nEfE Lr[olrttulwq CRAW tlwquA. TC OL 10.0 PSf DATM. 09/23/85 73. L7 rll;K We 10 AWAO TIC w= Ix tRWt= A[1N ""411 if "I, fIA Wn W&M OU111, AIMAJEM IAA4114 ',A cl ':/Ilr taVletlrM AN wAe or tool wiv. um. "TWo Rant laleolora. "Foss ano.rne Tlntaciat Y r„ OC Dl. rJ . (I 'REF DAH. GV^,R.12}'-95 5512 C1 L7 IIs $R It Df PT AS lalrt. "I tAMIKI ai, to %ka Met of MM A7Wt AE tATtwttV wlttu alTtl [4w -` t� Gl tIAM Am WK= ani-119 Im— - utO.IfS m W'11nN lY 11191 p ICTMIop 1WAi4 Inr tglltlp pry E Ai PIN ) DIp Ci38A5 '- BC LL N} 0.0 'PSF CA-fc G WC G to , t a tMWUW 4k"KtRI PAM Mml)-cl LA0. '.Itt 1 10A-i. aQRN BI OMS Ail 010 VVUFMr 1ilAcne n111e CrlLUM .- Ilii * pII�(ry11��1tjl1{7 [ttqpp� je�pyp C TRUSS ca UAL M 1#199 MAr1144 FAMWLELA mo I lel a Iff wornan'.i KfF16 IE TLAI urLtf 4W AL nn lAOr'! Ells TDT.LD..:. 31.0 PSF laws lly� IMP �� p 1tll ar rAl[ w1Asa Mrtcm 101IR CPh►ANT ntvlertn AM AlnlnU VKTtAtla Pwa W A CewT w Ms *�� m ��. :OUR. FAC. 1.25 11133�I 10 O Q A= a t� O IN OCT. Am UW.L WI 1� mIto UaM IN Ally Nnta Ws. mr*w I0 art rAtlil l+tGllul rnnruw:tm. f '•-ra . cntu lv:- nnnntt IGfa- Iw1 lMrwut duos da0jrA W raa ema G"NSUMT1, SPACING 24,0* �l c. s" Jab. Mnk--emSUJRS ADARxI 1 T17' Ctra1 THIS DWG. PFEPARED BY THE ALPCNE Job OESIpIER PADEAitt FW9 TnWS Yffi'S LAYOUT f !X4 f3 HEH-FiA Ofi BE?TEH CONTINUO11 LATERAL BRACING 70 s r' TOR CHOFIQ 2X6 FL f2 BOT CHORD 2114 FL tT 8E EQUALLY SPACED. ATTACH WITH (21 80 NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACKED T BOTH ENDS TO A rn 'FL ca U' KFBS 2g4Standard SUITABLE SUPPORT BY ERECTION CONTRACTOR, A � �,,�J PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE CONW(:TCA PLATES DESIGNED FDA GREEN LU110ER PER NDS^ 91 TABLE CONNECTOR n, REOUIREKENTS OF I,C,B 0. RESEARCH REPORT 02949, 7.3.3. • CONTRACTORS RAtNING' lUl 10 PSF BC LL CHECKED PER UBC CRITERIA.Ln a .Y v IN LIEU OF RIGID SNi:ATHING� �, ,� �Gy� THIS TRUSS IS DESIGNED TO BEAR AMD/OR SINP0{1T ADDITIONAL LOADS C, AT 5PtCIFIC LOCATIONS. PARTICULAR CARE IS, ADVISED DURING TOP CWRD TO BE MWED BY PRWIERLY,ATTACHE; PU;RLMS' 8 24,00 vG Cf,� TG ENSUAC THAT THIS TRUSS IS ERECTED PROPERLY. _ L,tSTALIATION Mir A RIGID GEFLING OR CONTIRJOUS LATERAL ORACIb7G AT 72.,00" 0.0Ft1ST flE 41 1� ' ' w.e RZOPF *"" ca wt TURN Tww Bio FOR " P RLl'.. ATTAr�, TO THE BOTTOM Cr=.. p f' ,s b r tli (w) THIS'PORTION OF THE BOTTOM amD MAY BE EWTOSED TO 41IN0 PFESSURE. r 13° a 33 3 TRUSS VE51GNED IN AOCOROANCE WIT11 UBC-91ed. TOR 75 SIP", EWOSURE. B;, 0 TO ` -11 15' ABOVE 09PWD NHS T. Wdrnitgt The confl ration length of thla'truse is such that oxtremea, / ewtlon'utlst be oxeroleed-in hu(Idling and iootelletion to pravent,dacaga;, W' 'ti%4sae A I Reber Co HET-Bo (harcillnA and erecting - FPI) ,for r®txs wWations Alec ase "waming' nota below., " '- =3 n % ` Xq 6 o �� 3Xd5XG IA) r - 4:iS G' 3X9 (A) IA1 x4 . zt {A2) c 4k6 (A21 .4X6 � 4X6 �. 28' Q"i2 �..---- 0 �_ I dv R 8 SUPPORTS / R 3 309RF'Wn5'B Ra1635$ W-5,,a� R-30411'Wb3' ` fi86B6250 �I _ � F Rev 35 SGQI. PT. YP-Ai�I RINIMPORTANT>t "�"c"'"gib 1c WARNING"`to �OIESS TC LL 16.0 PSF REF A07" •63704 C= o © o c o yutl Iwl /e nnaQTstut jw jm u Ju/>t Iln t sntw tu/ O� 0 0 7th G oertutw /sCN Txll tlOttm cn 1Mst owrtuno a WAW lAdt/lt7, acc W491 til Ipt, la fits mtct TC DL 0 . PSF GATE OB/23/95 D OU+IPW" 1a14 DOW St Irl. 104 'any to"% WW 'L "Al"M .Acus p . 'tP tti FAtcoc 14 TJa111 1"t "VO 311 ` r Wlw-O gltxrota Ate Ku* ae lou our xlm. � u11 outoo,m". IAtttiv omwix wticlmn. i r �„ BG OL S . PSF w CA11sA/27 9237st6 a silo w sftM An lend. AC,LT a, oluas ro WX CO CM nrAT l 11 t,tuuur r,stvu lux ocm r 0 0 r 4y o BC LL IDI : PSF CA-ENG a AIS I N o TNss Aro uusl allnN1GE t om tM 1■u t rolnto. tY to Rigm: t orttJl aq No.�3Q{S NSCro <t>?.t.0 .. t E 4 wow m momp r Amc LOIICiTVtI Mol tMKtl�6 Co..1'l s loJ4k lltticft 1111dta0 1ttN nV'CIIT A1TIt1[D Q I.* 6M! A' TOT.t.D.:. 31 i'I).. PSF 1 tWuM WAIVL1t'Jat M1a+tstua or ulo C In. AN tlo1M1M'1 1LTfM 1FC+rttcN. Kl1U! 4111 JO fpl * '�, DLjR.FAC: 1.2M TAUSS A� m OAWW JAhilrs,TC 11E mwlatt Ir<P1C1101iit[ tmmul.. "mttAtlas. 1"rm A k*"iv poi - ' tell 110 d III u4Y. Am.111" Pal m hilt# low tN An et"m AAY: onr.N ro "a until v¢7104. 0411"Itu. _ O O G 1= O P r"TYr •- tam RATE+IRA I:UT,i lel • jolt nmaWt at It" WtCFFrC1TM nn lam tt.DTmrcltal \F SPAGI}tG 24; 0' � r � ..._..n...«,m,..-.t..—r.-.....�.�w........,.......--ti ji..w---„-.-,.r..;.,..�.,......aww..:.v...,.-.n�.,....-^'•-•----yr-`.�....--»„».:...r,,.�.-. ..-»---._.._.... --.,�.�.,•,. ...., �---_...:.�...,.,w.-••---..--.....-..._..w.-.....,....."......».... li 7. �� _ � ,' j .. 'A` �^^i-5�r""5 � ^_,'�.'"" h�w+.m-.rye.-.�.. � .. �. li � � it .��.. .� '�... .. : �.. ry ..�_��—~ .'.. f .i pay J i. �. � "'�. w..�.�+uyr.yu4.a.wwr.erv..Wr.��nan'.-i�..0 ... �.�..., .' .....r-�-1 f++u}J"-...-«..ef+�-r{ � + n..._..W......�.(l i� a..�..��Y.Fn•.-+.-F-l_.��F �) (y - t, - i ct N'-BTR 8L c 0. IR9AA ORS RaARkI / TT8 Cow MIS ORO. MPAAEO 6Y TME ALPINE joe rESLGNcfi PROGRAM FROM TRUSS NFA'8 LhVMT r IT CHORD 2x8 FL 02 BE EQUALLY SPACED. ATTACH WITH (2)Sd NAILS, BRACINTO G c 1T CiIORt? 2x4 FL iti WEBS 2x4 FL StandaNd `A'14ATEIIIALSX4 13, HTO BE SUPPLIEDEM-FIR OR EAND ATTACHED ATR CONTINUOUS. BOTHENDS TO A in -f PORT By ERECTION CONTRACTOR, � }I�JECiOR PLgrES DESIGNED FOR 'GREEN LUMBER PER NDS-9l TABLE CONNECTOR OUI aFSENT3AOFSINCSB B ANSTALLEDiiIN ACCORDANCE WI f 'r' N EPORT 42949. TN THE 4, ;u { CONTRACTORS WARNING: (o e 111 (U1 SO PSF RC LG CHECKED PER UBC CAI7ITA, ! :v GIiPPDRT ADDITIONAL LOADS �!��*" �; vl to i ,IS TRUSS IS DESIGNED TO BEAR AND/OA VIS ADVISED DURING IN LIEU OF R30I0 5FfkATHINGq ry I SPECIFIC LOCATIOIiS, PARTICULAR CARE Lq VSTALLATIOK TO ENSURE THAI THIS TRUSS IS SFIECTED PROPERLY, TUP CNJND TO BE BRACED BY pRQpEfiLY ATTAch)EI) PLM116 8 24.00110 C + �� � ,p � t " tl r A RIGID CEILTIn OR CMM)US LATERAL BRACING AT 72,80 O.C. FiJST BE ,..pp trot TURN TAUSS END FOR EM"* PROPERLY ATTACHED TO THC B0'.TGM CiiM. r i #Kt 4 -� W t' (w) THIS PORTION OF THE WTT014 CHORD MAY BE UPOSED TO WIM PRESSrWI c VMSS OE51G?IED IN ACCORDANCE WITH -UM-91 cd, FOR 75 I.1t�{r EAT'I sx3e B; O To.? s r 15' ABOVE GOMID HEIGHT. u n c Kamirrg. 'rhe conftguration/longth of 'thia truso is such tfwt a ti, s `i caution Mat bO exeroiood in'handling and installation to proVent d6�go,_ � L� �, fieFor to HEI'-g0 (ftspolino and ardotiaa wood trvsasa - TPI■) for M _ reca.awntistione, Also roe Owaniingj' note below, z t kr � 8XS } 4 b �1 y 5x5, 4x4 B 4 3X4 (A} B �s© 3X4 �Af 8X4 �1 X4 2 (A2) 4X6 (AZ) (.W} 3X4 4 406 1 iV 4 • 1.2 06 zs-a-D ` 52 1 PORTS R•398fI W■5'8 R�1i08A W�5'8' OVER, A SV R­s414a W-5`8 Fi�413i1 N�3` Lt COIN T nv UBC , 5E : a8 t38 a c= d t� MIMPORTAN1rKW'Lvwa uctka,,o wcouCa IN:. . }IAR3J3[NGn1xt tR�uble t "Id" e+nt pt[S gc TC DL 10.0 PSF REF 8427-63)09 ty G JHIIb: x1Y M oEf4afClGlE rM !Nr 1N [M3 w" l►terrsll. MC ,(�Q ' F i FF? otvun ul rno! twro earn la nos¢ slFcrrle4rrwt al ANt twist. !ld Volta, er lrr. M luras Desi«+ V Y TC. LL 1$. � PSF GATE . OB/23 95 q j ►Atluls is suriD we ftm w wFawom w1 w wtw IY 7P1. run iaillwat. 6KWL t�Laatp twett>; k 4� A ALP � o a b u►oic'eunctt�e Aleltta a rnu txr, taa Nola Isra cw++aMwu. 17LRsy Irt)uWet sa+leulA 7m r� r~ C,DL rJ' , 0 PSF ORH CAtF.n427 23h�17 b [� [� 4Jati 171 d !!eFli Al latlD. JiDRY. ttas[gpla 11001 t1[E d' tslra LtLLt K 1Jltt/ull7-tuustt KI 10 tiia(JI .. y IN L M)3$ ,w VILirs OTMW K wrauv a un ctttot Wtttcw LT 411/alls xiwm wtayla. rntN at u llaCi3Gt5 F C LL IU} 0.0 PAP CA-ENG 1(C kj n �7 tt1ALl= Hu DMIMi "% M s HOW. ulrtal ITMA n MINT Ppa�s0.1. 4174aGD tnelo still uC .. 1'Q � C"EMwuoucuts "SMft Of ws a bl. W «marcs: intic lisaaarx uoLlc cilua,, rownrna It W 6 17 07.L0. 31 .0 PSF TRUSS xu w 14Ia anitlw llIIILY to 1t t IaaYi omlcrtn m¢ omw+ vri r4rro� runliy! 4 WW a tq! ,r CIYi `E. q��t OUR.FAC, 1.25 IIJI d(]■}I�n d w twat, IW autu td It Iet7rJW IN avr o�rw rlr. ntliw ro nr Iwlss u�eulrncauwrnn: ryf �II III' I _'._ 1 - t W rua ■ooa mnmlll lal _ , - - sn4lt a.fnTulc. lac ,ural wunwl sesisx srrnnw P` G 24.0' ,., .-.--,.�...—,. ..-....---...........mow-.:..:..�_._ �.._,...•., -..�..-,,..... r j .btr; (RWain( ^OTR b10As r10ARq iT If, COWTHIS OHB PAEPARro By TI18 ALPINE JOB UESWIM Pp7GRAN FAWN TRUSS WWS LAYOUT .I TOP CHORD 2145 FL >#P n� HORD 21,14 F� {Al ORBETTER C 80T CWEPS 21,14 St ATTACH DWkTT/NCHEDBE( NAILS,Ei1BRACING0 c �w Sf:antldr'17 BRAC I ARAE SUP6E lA D A +. PE T POJaT 8Y E CTION CONTRACTORi;, CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA 14DS-,91 TABU: CONNECTOR PLATES KIST BE INSTALLED IN ACCORDANCE WIN 'tITs 7.3.3. REOUIREMENTS OF rX.9,0. RESEARCH REPORT *2949, �� q � n; CONTRACTORS fiARNING illi ('0 P 17ERIA. r' THIS TRUSS IS DESIGNEO TO 43EAR AND/OR SUPPORT AOOITIONAL LOADS SF BL Ll C{kCISEp PEA UBC CR 6r AT SPECIFIC LOCATIONS, PARTICULAR CARE I5 ADVISED DURING , Ar"i INSTALLA7I0H TO ENSURE THAT THIS TRUSS I,, ERECTEO psOPERi.Y; PROVIDE HANGER AT RIGHT REEL FOR 44,94 REACTION. /FF I+ W � � SHIM ALL SUPPORTS SOLID TO BEARING, o r rMr00 NOT 7Ur7N T 1S5 E?1D 60R EhD'tti� eSt» + (w) THlS F?ONTION OF THE 80TMM CtIOf2D MAYBE EXPOSED 11D WIND PRESSURE.,, TRUSS D61CNED IF( /ACcOFAk4 +r WITH W!.01od, FGR 75 MPH. EXPOSt1R ,(Q O� c 151 ALSOVE GROUND RE'IGHT. 66 r IN LIEU OF RIGID WEATRTNG: � h' 'FDP CW1W TO BE 18MCIED 131 FROAERLY ATTACHED PURLINS 0 24,QOUO,Cf A RIGiO CEILING OR CONTIR aus LATERAL GRACING AT 72.00I) O.C.ST� E tl m PROPERLY ATTAMED TO THE t3oTTOM CHm. ± 6,4 r -"' Warnirla: TM oonflguratlon 1 % ength c�` this truss is auoh that oxirena`� �,„p�j caution meet ba exercised in handling and Installation to, ppravant da� Rafe atI recting handling and ekoOd truese_e - TPIxi fpr +L' ISI► DXB r000-mdatiions.ALso see wuarning' note haloN. z 3X 4Xfi 3X451(6 4 , 4 6,, A , j} (A3 - _ eG" SXA fAi (Al X4 4XG21 .. �2 (A4X6 HA2 , I 3X,aX6 a 3- 3t' I n 4 0'2"J2 --------•-� Q� ��. 26-0-0 C e- - 2S-0-0 62-0-0 i f8-354 RRORT' RAI UVEA 35supp R-17601A W-5r6 f N-3' ' P'T 7YP:- A P N F - R v 7 SC 48 a c o o I= I:= IMP 0RTANTIfi(" *I , nxc.w axuwm ac; irARItINC�'E"rcmra,xtwl�cme pfi531 � TC LL, 16.0 NSF REF 8427 `63698 C:3 01rx1: �O) K xtm"Lm c n" MY VJW.IR1. 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