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Home My WebLink About021-220-033y 021-220-018 93-3260 B OZI"4zzo�� JUSTESON Glad � � 469Block Rd., Gridley CONTR: Kim Parks Construction { (Reroof/SF) 021-22=0-018 JUSTESON, Gladys 99-04 1 -PEM 469 Block Road, Gridley jh'/jy {install furnace/gas piping & el.e Helson.Htg & AC vt 'Act, 53 Iv -�- rs; a I I [ 021-22-0-018 99-0401 PEM U S 'j 1 '- JUSTES;ON; Gladys 469 Block f Road, Gridley (install 11 furnace/gas ace/g'as piping eleq (install furn I He-l_s_on tQ & _C _Rtg &-A-C tb PI QJF COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541/^ PERMIT NO. (Rev. 12/96) APPLICAtI04AND PERMIT 22 ' l' J/ U/ ASSESSOR PARCEL NUMBER 021^22101-018 ZONING A 40 BUILDING PERMIT OWNER iusr= 1, cu�_ __ TELEPHONE 88 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS �//y�am7�/\��aJ�A7�p�� Q 40 a3/1I1✓A WO, VAlI/U CONTRACTOR'S NAME EMM MATIMG & ATR TELEPHONE 673-1418 CONTRACTOR'S MAILING ADDRESS 776 RIMM ROAD, VM CITY CA 95991 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 469 BLOCK ROAD GRIMM Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IN3'PAM PIURNACR, RMI GAS LM & ELJLTM TO FM • Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE S 25.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER .I License Class C - 'L_0 Lic. No. .3 /1 (j • OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To +000A 46. 00 NEW CONST. DWELEE LINOCCUP. W OR ADDNS. ( & ACCG. BLDS. SO so 3.50F ONST9 =R .,. MULTI.OUT QIR 11 97.50 7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDRURES 20 @ 1:00 Ex. Occup. ouTLEEDTs RF.16.) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ • WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier I / n . n A on ��+4/! F jt/_ r nl5y RA #C E r, r - Policy Number t & / n >►! �-fir' Li.cf C1 (,o fl a (The above sections need not be completed if the=permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ,� X '� [.o .. - - - .. .0 1 A Dw. _ Date /1 _l7 -1 Signature of Applicant : ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1209OW 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 97.50 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By �, /,�.�- PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Data ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-754 �aPERMI O. (Rev. 12/96) APPLICATION AND PERMIT 7 i ASSESSOR PARCEL NUMBER 021-220-018 A 40 ZONING BUILDING PERMIT OWNER JUSTESON, GLAYDS TELEPHONE 846-3788 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 469 BLOCK ROAD, GRIDLEY CONTRACTOR'S NAME HELSOM HEATING & AIR I TELEPHONE 673-1418 CONTRACTORS MAILING ADDRESS RICHLAND ROAD, YUBA CITY CA 95991 CONSTRUCTION LENDER Fireplace LENDER'S MaUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 469 BLOCK ROAD GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: INSTALL FURNACE, RUN GAS LINE & ELECTRIC TO FURNAANCE. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I IN 920.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. n p i License Class C - 7 .� Lic. No. 3 7 76T !1� OWNER -BUILDER DEC AERATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier C_L "Q ADn LJV;y PA 04- E Policy Number i,i Z) t !+t f !j (00 La (The above sections need -not -be completed if the permit is f ro work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. J%-' � X ., Date _J Signature Applic n Owner O Contractor ❑ Agenff{ An OSHA ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. SO 3.5QFT. RNEW OSID. MULTI.OUTLET @7.50 7,50 POWER APPARATUS a SINOI E OUTLET CIR. �(, OCCU OUTLET OR FIXTURES 2L @ 1.0000 Ex. Occup. DFlxLInEEo�AR ) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 27.50 MECHANICAL PERMIT Fling Fee 20.00 Heating 120,000 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 97.50 I HAZ, I D FEES IMP I FLOOD - CDF PARCEL PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for whi fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Z _ Z Date rReceiptNo. 258380 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 021-220-018' 93-3260 B JUSTESON,,Glad 469,Bloc.k Rd., 'Gridley, CONTR: Kim Parks C6nstructibn (Re'ro,of /SF): COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ✓ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9s- 3`-� 6'• 0 ASSESSOR PARCEL NUMBER 021-220-018 .ZONING- ":1^40 BUILDING PERMIT OWNER GLADTE 0 T l'LAU �� `��,l�t TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 469 RT Oc K irk MT)l MT)EY 95948 C ` 9S l 3,540.00 CONTRACTOR'S NAME KIt1 PARKS CONSTRUCTION TELEPHONE 533-3737 CONTRACTOR'S MAILING ADDRESS 1737 14YANIXYM13 AVE OROVILLE4 4 r, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 3,540.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 469 R1 K 0904A PERMIT FEE $ �'3 .00 r� .. PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 ' Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF;i]; Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W ` 20'00 TYPE OF WORK • New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation f3' Other ❑ Describe Work: ME OOF UrITH MA1 TILS PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( e00VORLESS ) 23.00 200A OR LESS Main Service ( 200A To 1000A ) 46.00 r NEW CONST. DWELLINGO OR AODNS. ( 8 ACC. BLDS.CCUP. SD ) 3.50 FT.. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) Ll 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and Ty license is in full force and effect. License No.(, _ /eWd4' Classification % (- • s (�^ 3 �/ O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) ani @ ).00 50 Ex. Occup.FIXED APPWS. OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23,00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. 0 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor • I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree -to save, indemnify and keep harmless the County of Butte against all liabilities, -judgments, costs, and expenses which may in any way accrue against said County inconsequence of the granting of this permit. X Date (rr 30^ 9 3 Signature of Applicant- El Owner CJ Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 83.00 HAZ. I D. FEES IMP FLOOD I CDF PARCEL I PD I HD I I ISStt lit This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRE CTOF4 & PUBLIC WORKS By.(.!f .'1M*i�Date pERMITEXPIRESON �J (Date) Receipt 14,3792 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 IN COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califgrnia'5J965 -Telephone (916) 538-7541 _RyllT�o. APPLICATION AND PERMIT ((", ASSESSOR PARCEL NUMBER 021-220-018 ZONING_a-40" BUILDING PERMIT OWNER GLAD JUSTESON TELEPHONE SQ. FT. OCC. BUILDING VALUATION 59SQ 3,540.00 OWNER'S MAILING ADDRESS 469 BLOCK RD GRIDLEY 95948 CONTRACTOR'S NAME KIM PARKS CONSTRUCTION I TELEPHONE 533-3737 CONTRACTOR'S MAILING ADDRESS 1737 WYANDOTTE AVE OROVTT.T.F. 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 3,540.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 469 RLOCK RD GRIDLEY 95948 PERMIT FEE $ 83.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF{ Duplex ClMobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities ❑ Installation ❑ � Other ❑ Describe Work: REROOF WITH METAL TILE PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ' 800V OR LESS ) 23.00 200A OR LESS Main Service ( 200A TO 10o0A ) 46.00 NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( 8 ACC. BLOS. ) 3.50 FT. CONTRACTORS LICENSE LAW( I deFlare under penalty of perjury (check one) ® I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and !ay license is in full force and effect.Ex. License No. �Lj/d'/�s Classification 9 e- 3 3 �:— 3!Fp' ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.00 Occup. FIXED APPS. OR ( ) OUTLETS W(RESID.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I alsZagre o save, indemnify and keep harmless the County of Butte against all IliabIIitments, costs, and expenses which may in any way accrue against said tequence of the granting of this permit. X Date 1?- 30 Signature of Applic - ❑ Owner ❑ Contractor )& Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 83•GG HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSC This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ab ve for which es havtt. paid. DIRE C PUBLRKS BY PERMIT EXPIRES ON �f- (Dere) � �— Receipt .D. ESSOR WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT ' `� TH0N|� �OU V7 VW YOUR CONSIDERATION, CPNSTRUCTION 916-533-3737 FAX # 532-6813 ^ . ilq_---___ �IiLIAM K. PARKS ` KIM r0RKS CONSTRUCTION LIC # /`31845 —TPY92/11BC04 5TNGLE 'MEMBER FORCES GO LUMBER SPECIFICATIONS 5-10- 8 GIRDER TRUSS SUPPORTING 20- 6- 0 T i• 0 0 1 . 466 W 1• -00 LOAD DURATION INCREASE -1,95 1 T 2• ,p D 2^. 456 H ,2• -1023, SIZE SPECIE 'GRADE PANELISL LOADING H 3• 1 1+ 023 4• -1023 TOP CHORDS! 2r 5' OF 02 1, 2 H "5 -BB BOTTOM CHORDS'. TC UNIF LLI 32.0)40L1 28.01• 40,0 PLF 0'' ,0• TO 5' 10,5• VERT 2x 8 OF 02 f, 2 Be UNIF LiA 265rO)+OL( 26f,B)e 52G,B PLF 0' 0' t0 'S' 10.5^ VERT LEFT 1724 RIGHT 1724! WEBS1Single' member truss w/ ,(fl add-on required. 2X 4 OF STAND !- 5 I Join together w/16d na15s staggered 0 4 " OC BEARING ARBA FEO4,26 ISO, 141 HF / 4.0 throughout bottom chord and clusters in JOINT 4 Z,76 OF / 4.26 SPF TC LATERAL SUPPORT S• f2'OC. UON! Y"C amounts shown in ( I, JOINT B P,74 OF / 4.24 HF / 4,O5 SPF, Be LATERAL SUPPORT <- 1210C, UON, Design chocked for 75 MPH Wlnd load EMP. C. I Sectlph A -A C-303+ c-><s,a+ C -3X7,7+ 2X6 H m Q�pt~ESSIO�Yq� 2X6 �� p Njy �61 ` 5 40 0 14) C -5,6X6+ C -2',5X6+ L C -5,5X6+ * exp 3.-31-00 ' o (il 298 OF #2 ADO -ON. �'�I O� TO ONE FACE Q(: Ch�� 5-10-00' Scale; 3/8' y08 NAME, WALKER/JUSTESON (}14) TITAN TRUSS LR sss Warollnael dminW Nous, npin. olhnhwl:'. Anted - 1, n --d eA a-n-nl Nol« 1d WrNnO- odor! e•n•rrvdlon bl Iru««. 1. De11an 10 . n't load! a llu,wn � ho _ 2. Dral n aroma! the Iep TrM banom cl+ordntg h('.la'e(nllY tilnccl M ol FILE Nprl 'fG-4%2B^58/68-35 :.nwd..ndMMlpn aemnaer dude A. eeN-.d vlMo-n•rN Mor«•nd P,O�ao, nrd of l2 p•o�o,..r«pmllvelY. i Wminv-bMm-«n-rn,al-r. oemm•n.« 3, 2MA Imrn lhddpin of lnterM.bradn faa4mmenarod h1Ie nJhownl f 9. 1•a enp'p1•uron »-o br•dnv mp.r b• Inw vd nh"'h n +. 4, Inllellnikrrt�Ol It n ! iho felponllhePv Ol the felPeal d ntf1�lolnl. OATEi 10/_11/90 Ver 6;0r23 n, ne f.tw.ul,«rW. nv d.m-nr..um t mp en •ndp m•n-nrb.Jno, G. prolan«P`menArull Hara to be uldl In e�on•catlne vn eSSVV fonmant, COiT�r�UTr US .I iTC. mu -1 h• d--fvn-d nod p!W-d by dnttfn el ao-Wm.-0— ..h ruaw•. a. p lay A iulnes I�Nf tiela�l all ilrppnttlelwWn$inn 4� wnlae II 1- ,..' e.frcur.v-1..um«�e:r•-p•nadllY tsr d,b-mg, - 'REF,: 25-.1. DES, BY; Ba . 6 Ne ld.d -hoddb••pp,.4.1nY pplry, wn uM y ..d.lNw.h.tt. }. Dedan neronin. IWer{ nle dtnlneve li Mo�(dcd., .!�! p..nlugfnpgn ihiYmfrvna flUr•vprn nrenun 1•dvnw! - -144m., .4.1 •nd •r ne rlm-.h d1 T Ino• P«rw mnq d.dvn 0, rinleelhnl� he loans"�Crl 6olhlncee of tIUle�;ehd Dine .�o IMeI! center � _ SEO 984847 Ind. h. Ppe-d0 m' mpeaeh Illnrrealne de wlIlh {e .tl aetlar lnm. �' .. e, C•mrivr h« ne «nrM wr -d (.i. n r«p n.rbrnY lel th•. B::DIPIu IMIvlta lite of n .r n In hrohel. „ - 1•bdalt n, b.ndwq;-r•dP -nt .ndbml me 1 mpan•nr iQ. Fnr bndp dMlan V•IUM oI tISrv4'ampulrU. %qe, Indloefod l/Yj'a Pr six 7, 1N. d.dln l - f -PPI -h f-M-mI- Ih.!mn u.n-snw«d•-pn..d I.ilb c ,.m LC,G.d.n(t. Az11 by th.. imr ma. In„nuln In'endnv Weed tld««; Ills vl', a wpT ql 11':da Ono or 1101 Ifldienlrill9 �pt• milm el Ji ueurY. All nlliel 'CN 70 pe. Ni, em be lumlvh•d by P-11-1nfl rmen nrnf-N,.. .�ln•<. _ — 0 rWhLKER C0N5TRl1CTIQN C. "JUSTESOM RESIDENCE" I aaa ntirrw GRIDLEY; CAl TE, � la I'flclf n, lx rllal i.r..< 15 753IN,GF.ORGE WASHINGTON BLVD, YGGA C[TY; CA, 96993 u 1� dtltl (W) 674-0663' FAX 1916f 674 0672 -i IA RIM > 1 i15It g� I � 7 i ti la �� i1tlI,�SUF mmesara �� k" 'CtlpYjl�htwA�%6pm10U7t•i InC, gCe8S1p�y�< I � 0/j,,. F 1.4UMBER':SPECIfICATIONS W C 0 �aROG TRUSS SPAN. 411-13'00' TPI92/UBC94 SINGLE HEMOER FORCES. GO SIZE SPECIE GRADE ' PANEL (S) °G - kXp, 3��taO LOAD: OURATION INCREASE - t.25' T 1- -17 * SPACED 24,0' O;C, 8 1- 17 N 1- -290 N a- 123 TOP CHORDS; T 2• 273 2% A Of H RBT{j, !-!0 C� 4 >\P T 3- 341 8 2- 647 H 2- -135 N 9- -595' 0 3- B44 N 3- 1420 N10- 550 LOADIND C n \ T �• BBB BOTTOM CHORDS; TAT y�� 4NG� QQ LLI 16 0)+DL( 14,01 ON TOO CHORD r. 30.0 PSF T 5- 793 2X 4. OF /16BTR 1- 7 E OL BOTTOM CHORO B 4-_ 596 N 4- -194 Hf l+ -1431 B S- c5 N 5- 150 N12- -398 MED$; OF CA1'` ON - 10.0 PSFM T 6• -793 B 6- -247 M 0- -159 N13• 238 ^- TOTAL LOAD 40.0 PSFM T 7- -426 2X: 4 OF STAND 1, 3-12, 14 "S PSF ,REDUCTION TAKEN ON T B- 711 B 7- -7 M 7- 595 N14- -209 2X'6 OF 12 2,13 BOTTOM CHORD, AXIAL STRESS ONLY, T 9- 297 NOTE: REPAIR TO MOVE INTERIOR BEARING FROM9-03-14'Ttl T 0 TC LATERAL SUPPORT <- 12'OC ,UON„ BC LATERAL SUPPORT <, 12'OC, UON, 7-11-06, ATTACH '(f)- 2X FRAME TO ONE FACE H/160 NAILS STAGGERED AT 2' OC THROUGHOUT, FRAME LUMBEP TO MATCH LEFT 150 RIGHT t42 NOTE: Truss not symmetrical, TRUSS LUMBER INDICATED IN LUMBER SpECIFICAjIONsFRAME INT,, 1178 6 W-11.5' Orientation as shown. LUMBER ADDITIONS; IN O. FRAME PLATES IN (J, FRAME INT. - 1435 D 32'- 2,1' ` DIMENSIONS SHOWN BELOW._ BEARING AREA REQUIRED ISO.' IN)' JOINT 1 6-06-00 14-03-0014-03-00 1.6-05-00 I l JOINT if 24 OF / 37 HF /' ,35 SPF ',23: OF / ,35 Hlc / ,33 SPF r -- ------^—� JOINT /2 12 1.613 OF / 2:91 HF / 2,77 SPF JOINT 8 -r;�8' 00 2.30 OF / 3,54 HF / 3.3B SPF C-46 Design checked for 75 MPH wlnd load 4.11p EXO, C,. R 1 2X F. tame' i ) to one face , 12 C-2.5X4.3 �.D" C-2,5X4,3 NOTE( FRAME INDICATED By SHADEQ: SECTIONS, _I L-2.526 x6l 12 CC3386 /4,3) --`4.00 12 (1C-3% . 4,001 \ tC^5.5X7,71 r$SIQA/,, C-5,5%6' w C-1-5014t-2.5X4.31" C-5x7,7 11 C-5,5x14,5+ QUO 4.50 C-1,5X3r4+C�2,5>S6 4U OyN �ti 44.50 Y _2�3f2 13 C-2,5X4.3 1'C-3 • - -?5z6 '� cLr �2 lo. XXi29—C;545 C-2.5X4+'tz,t 6-09-12 25-04- EYP ao,06 6 I 9-03-14 4c. fi-11.9 -1 3-9-8 4, 6-11" �'ICtEH61a�C�oQ'>>q 17-O6-OB tiz)c'13-9-B8d � OF AD 41-06-01 sceio; !/9• � JOB MARE: HALXER/JUSTESON (1108) - _ + PROVIDE FULL GEARING, thterior bearingmoved E'rom� 9-03-14 to 7 11-Q 6 �'r -See 'note for repair. 1TITAN TRUSS LP W-minmr oarrr�Noa- Wave oth—I.-notal: Ver 6<0.22-N �'� ,f TSL'L-8/4:5-40* I. n.wro...rN«...rw.+e.M«e +en«i...., t. Dalontdewpenloade,•ehown, FILE 0 ^4 L-S I4 •r e4 o...-I NNn w 2. Oro10n aeeumea tha top and bottom chord. {o be (eter•lly bft red at W.rN.pe bN.n -enNnr-cart >,nm.-r.. 2'•o a.a, nM a112'0'o.o.mpeetivdy. DATer 6-21-9fi 7. 7M7 bmp.MM N-b br.d,0 r«.1 M Nele.ed Wh.. -I,.wn �, 0, 2art.ImP•^t brld0l or f-ta.( bract rewmmendid Whot. jl—rr + + -- d, M ht..l lone rerr.ttnp Wm.ne.xh w Lr,.per-y «N p-mnnl bndr0; qq inOtillatlon of umo th. reeppndh 1:1y of the fe•pectlyye contrnn{or. 6, DeelOn neume. Iltn•e• are to he In --f be d.rprNd -nd PmW d d.N t»ne - rpneorle-IVe erNllanmMll. PEF,'25-1 DES. By TC c•-Pwnr. «W,m«e. b" P'-°f--rmot' lverv., 0,'""t•ta rot dry pdnddnn of ne, rw•�mdryroee.n ., n.t• a Ge.lOn u.umce IUI bpadrro at all lupporb -f,own. ONm or 1vpl.e 11 GampuTrUS Inc, [pMneEawry, 1.-..-..w a. arw ar n. tl- ilwAd y Oe.tOn a••Ilmm edenttatn dr.INpe I- PloYlded, 918453' 9-1. 0- - O. Met. bo 1644# bi wailed is any anWn.d. *hall located on both faces oftrugq:-nd placed.0hmlr center e. damp n w h.. n. e.mrd w.. a •wm.d m en. a r.. th. ne. cmnclde With tolnt dente nnm p �" 0 �IOu.lMleate.l-eolplate lnlroM• «.ml(:nnnm rnn,erm,.p co..,ntn.ranus r. w er tan, h. ! y, .Npm.nt .n I.w Wn«, H a Pana ra 10, per bele de-Ipn vale N of the CemPutru- PI-t•, Indle-ted by th nrnfl. A-98 849 10 11 96 lis 410/11/96 / / �, yld.d.dP wr-+r.e.y«ttem..-ent.r.:« m..d dv'..nrenh c• .nnf,c,o.o.n.n,4211. by rM Trv.e KNe In«bN-►,•.ni./ Ww4 iruww, t11e:01•, a o.py el 11, The Compmru. Net's-tion Plate I. d"dle-led b the pfellx 'CN'. the ... Nhlyd, Wlt be fumhh.d by0-mMm Wen reeueef. drnl0nalor tl til lndl0.ta lli m malerlal t•. tree. All of Mer wo 20 pet jt EII;oy .de full support. Deslgn'chackeD for 7s MPH wind load UP. C 12 LUMBER SPECIFICATIONS TRUSS SPAN '6'- 6,00' TPI92/UBC94' SINGLE MEMBER FORCES 00 in LOAD OU I24F0* 1,25 T'f- 6 B 1- 0 H 1- -05 SIZE SPECIE GRACE PANELIST SPACED O,C till TOP CHORDS: w Q N 40806 LEFT 4. 228 1 PIGI(T 220; 2t(4 OF 1111GOT11 1 LUAwNO' a Exp. BOTTOM CHOWS: * LL( 16.0)'+OL( 14,01 ON TOP CHORD -' '30,0 PSF BEARING AREA REOUIREO (SO. IN 7,x 4 OF 116BTR 3 OL ON BOTTOM CNORO - 10.0 PSFII JOINT 1 .36 DF /, ,50 HF / .54 SPF Ii485; Scale- 1/2' l 7 f I YI, �.IllyrITAN TOTAL L04D a 40.0 PSFIIN JOINT 3 ;35 OF / .56 HF / 54 SPF 2N 4 OF STAND f 015 PSF REOUCT'ION TAKEN 011 W .eleN ►«•n ea «u«I•n eeMMra.•. A, '•' °' " ��" t" + o M.d ►.►.Iw+ .M..h..n r. "p's"i Ie•,MaY 2•.0 b,., Wr l at 12',6' O.C. respeenrdy. 0, 2.4 1mPK1 ErtdGt q ar tele M F`Acl raeammendad where .lwwn . 1• 4, Installation of it-. I+ the IMP m161�tr of Iha Io.Paoh7' cool calor, er N I•I,nl IMO• M.ItYp d1M.n1. Mil M IMq•nry Arid P�Mw,e,l ,MM be ddpMd wW pooNd.d W ddpr •1 e•,.p•t• •aM,n. 6, Design +a. es It... fee .,r be Used init h.M0,110a 4 MIV�IOWntllt. sand ale lorry aaMltlon' of 0,Deon IWbaerin0al ■uppotts GNm bi wed0a 11 Z�C�ampumr�kja BOTTOM CHORD, AXIAL STRESS ONLY, PEF,' DES BY ' 25-1 1KCM 1 C•e�,e w •HYMN M MyFNIbWl 1. .h Musty- s, N.bwr.�e..rpp.au'.ayaeap«.d�u.u.ra:Aw.M coo anes aG shown. noeM..rr, 7, DMICn OaatPnes edeglrele dlNnaOe �+ pr@tided. - TC LATERAL SUPPORT <. 12'06, UON., 144.1,.aM•.M IM.MIISMI Q.rellfie, aYSlrYet J. C•.vw—h1 A oonitd w,•,W.wuee. M".eolny les ins 1•bde.tlee, h. A*q, d*.. N sed a,.,wd•n.1 sal oloo—W. G site of plate In lnehn. 1tT, f., meal. design.V•lum o1 the Compudtet mete; Irdl.ated by 0- plelh, BC LATERAL SUPPORT <e 12'OC, UO", wbV. b. t.Yeld,d by C.eeutm•.e•e+•w•«: designstot 1101 IndleAles 14 Oa,malMid 1s u. , All elllan w. 20 as, _, jt EII;oy .de full support. Deslgn'chackeD for 7s MPH wind load UP. C 12 rqlCI V 14'OF at in uF J o 1 IOA, r In till w Q N 40806 m a C -2,5X4:,.3 a Exp. * �PlMIX.,'Qt — F 6-06-00 OFC 14 40 Scale- 1/2' l 7 f I YI, �.IllyrITAN JOB NAME: NALKER/JUSTESON (111 TRUSS LP WAPIQNGII ' O.tta"J'Al. +. unlet+otherwhte Noted§. Ver 010.22--0 �`• FILE Np.+ EJ -6-4-40* +. A.•dOOupdNNw.ndWrNPsM.ne.n.evaNn•1adr..., t, ewd.r.w..al.ne.nMwrww.a«w«aa..rNn..ra 1. Cmlonto+uppoitleads M.1 m, - 2. DesignM—estheI pandIMlomehoicetobelataNl braced at y OATEI S / 9 / 9 6 W .eleN ►«•n ea «u«I•n eeMMra.•. A, '•' °' " ��" t" + o M.d ►.►.Iw+ .M..h..n r. "p's"i Ie•,MaY 2•.0 b,., Wr l at 12',6' O.C. respeenrdy. 0, 2.4 1mPK1 ErtdGt q ar tele M F`Acl raeammendad where .lwwn . 1• 4, Installation of it-. I+ the IMP m161�tr of Iha Io.Paoh7' cool calor, er N I•I,nl IMO• M.ItYp d1M.n1. Mil M IMq•nry Arid P�Mw,e,l ,MM be ddpMd wW pooNd.d W ddpr •1 e•,.p•t• •aM,n. 6, Design +a. es It... fee .,r be Used init h.M0,110a 4 MIV�IOWntllt. sand ale lorry aaMltlon' of 0,Deon IWbaerin0al ■uppotts GNm bi wed0a 11 Z�C�ampumr�kja PEF,' DES BY ' 25-1 1KCM 1 C•e�,e w •HYMN M MyFNIbWl 1. .h Musty- s, N.bwr.�e..rpp.au'.ayaeap«.d�u.u.ra:Aw.M coo anes aG shown. noeM..rr, 7, DMICn OaatPnes edeglrele dlNnaOe �+ pr@tided. - SEO,t 855178 (•«rn.,..f• ,rpki•. •„d �1 M XM..h.Wd •nli Mesa �••ta IhY1 dde.l 1•d. be spow1 .e''...'s-X, B, Plates pholl be tots ed on both lades of ItUas, +tt11 Qir<ed .O their .ester esaalnatae wIf Vn same, bonnsea. 61011•Indleale 144.1,.aM•.M IM.MIISMI Q.rellfie, aYSlrYet J. C•.vw—h1 A oonitd w,•,W.wuee. M".eolny les ins 1•bde.tlee, h. A*q, d*.. N sed a,.,wd•n.1 sal oloo—W. G site of plate In lnehn. 1tT, f., meal. design.V•lum o1 the Compudtet mete; Irdl.ated by 0- plelh, R'-91887.1 R 6/21%96 TC 7.INatldenliF•IrJad.WIM1s16s1ed1«IsMarinwlddesMlsnR bylha Imeav-vbwNW. lo'Indee Wood tei—, "to 111',+ spy it C'.aaaLa,D,o,MR. 4211 111 the ComoUltus NoF&mlon 1`1 at' 12 Indicated Sy the Praf(x'CN*, the wbV. b. t.Yeld,d by C.eeutm•.e•e+•w•«: designstot 1101 IndleAles 14 Oa,malMid 1s u. , All elllan w. 20 as, _, LUNGER SPECIFICATIONS 24- 0- 0DDUTCH AD SETINCREA5E BACK0 F'5 02EtN12 D HALL TPI92/11OC94SING, ER F SINGLE MEMBER FORCES -1013 SIZE SPECIE GNAGE PANELISL 7 2- -125 0 2- 114 F 2• -12' TOP CHORDS: LOADING T 3• -125 0 3- ' W F 35 -727 29 4 OF fi&GTR BOTTOM CHORDS'. 1 4 TC UNIF 32.01+DLI 00,01v T 4• -f2C B 4- 114 F 4• -12 LL,( 60,0 PLF 0' IO' TO 24' .0' VERT N 5- -1013, 29 4 OF /IGOTR 1- 4 TC UNIF LL1 52,0)dDLI 45.5)-, 97,5 pLF O' BIG' TO f7` 6.0' LEGG WEBS, OC UNIF LLI 0)40L( 21,3)• 21.3 PLF 0' 0' TO 24' 0' VERT LEFT • 302 RIGHT - 302 2% A OF STAND 1- 5 INT, 1141 0 6'- 610• TC CONC LL( 19o,,7)InLI f66,e1- 357,5 LBS ,P 61 Boll' LEDO INT. 852 0 12'- ,0' TC LATERAL SUPPORT Is, 12'OC, U00'. TC CONC LL( 190:7)4OL( 166,81+ 357,5 L13S'0 17', 6.0' LEDO INT. - 1141 9 '17'- 6,0' BC LATERAL SUPPORT <• 12'00, UON. 1,5K3,4 ConnectOr JOINT f .46 OF typical for' gable studs BEARIN40 (IF REQUIRED 150, iN) . / .75 NF / r71' SPF JOINT 5 48 OF / .75 HF / .71 SPF" Oestontheckedfor 75:MOH wlndload . : " JOINT6 1,63 OF / 2.62 HF / 2,60 SPF Esp.C. JOINT 7 1,36 OF / 2.10 HP / 2.00 SPF JOINT B 1,63 OF / 2.82 HF / 2,60 :SPF 646-00 5-06-00 5-06-00 6.06-0012 t2S - 1` 4.00 8100 5;00 X4,00 10 cK/ ,vq� (4)C -1.5x2.6 or equal at uprights. 4 W o. 33783 4 z EXP. 6/30/09 Gr5xl1.91 C -5x11,9+ ��ql� C/V11- '.*,'2x4 DT 111 & Dtr: o! ca F C-3z1i�9� � `-�.y, Q�OEES31pNq< o P, tJ OHNs �y f1 C -1,5x3, 4 0. 5' C -1,5X3.4 4.3 C-2,5xr1 2,5x4,3 C -5x7,7(5 o ' 'MW6� 1,11-fl`�' # 6-06-005-06-00 5 -06 -OD 6 06-00 -, _ �. 24-00-00 .PROVIDE FULL BEARING4 ryj sli, aF F Scale: 'f /4 I,L11 11 ! 11 r, F f ITAN TRUSS LP /ljf JOB NAME1 FALKEp/JUSTESON,102) wAmlNavl 12', N.•A r do«J Net wY/•mNe. br.n •.a.In,.INa •I trv«... NO.: 6DUT--21♦-6-/1-8-35 d wnlnNw A rM M 1A+w<H •e 4r r.f N•Iw -4 17•n1lelNain,Ulde11o0mwbelatedt. t. 17nlan to duppod load- a1 dawn: . z, f)111Qn'n11p M the toP and bn11n 11 chntd. IO be Iltelelly b11cEd 11 Ver. 6,0.22-H FILE b-ddr • «�alnn WrMy(bNr• •M.h.MIM e•me.ra.., -d Ab j n h.. b.les1'IMp. 2 •n o,e, end al 12',0' n.o. IlMeelWelY. d, z.4.4mpaet b11dvIIo tll teteld hlecllq lecommonded iv. o l;mal. 7 a .M1t In.0 Inlltln nl llln. 1. the IEfpon.Inllll,lY nl the Iecafta.l env 14"nl. ernllo "nenL DATE: 5/9/96 ' .d ♦., u I.I.w'�P'i l M )M ►•m.n•nl bwdn l I.a 0 —44 lt!.ud:,n1, 6 l)nlon -w nne. Uu1•m ern to be u. In a nnn'Cn110dV and ala lnt d1Y condlllnn' of lne,' CiCi�(ikIUT6'UB C. be 6Nen.d.nd p• mw AV d•.ten• At n. ba.lanulume+hdlUeennCetanAuppamshown, 6ldmmwagcnll REF.: 0E5. OY) 25'— KCM e•mpWn1..«un..a.rwY.-'AkYI.-r;,>wn*v. 6: Ne I•.a Ineuid b• -0 We 14 "VN ..d + hMdw ' neefv.uV. a 11 : , - - lv.Itln vb""11 - M 0- +M.nr•r•ennglN., en .0' A" cn. n111U11, endptaeed ltl tluil center 9, Mn1nn poli he loenled�an both 1: 1 loin , 4 Ilse. Ioleantal I ' IUn,l.cn•mn Il.a.eiNM cn Wnn SED,: '895175 Wass. M°"idI -T e•ma.ar,l. �e,C•maNrwM1 e.nlMwr•ne•,e.,mwmI.T.n.d•n'1INtM m myr,Ml., entaldeiII n. fICIlllndleeteIiroofplataInine ndleltedbyIMplelle 10. a1. basic dMi 111. Ilh P6 TIC R-918868 R 6/21/96 IC -T' 1141 nw v't p•wa1-h MW w to the W (eare"I it I weal v Isoh °" N. n, PnIIx iCN'. the The CbmPUlp�itridlcaim�ID ed' A4 o1he11 we 2n a1, Je117n I 1101 O� i i111� b walrtii. s Wml h.4 %v C•lnnulan upon /.m..r, . �OFESS/pH J OyN LUMBER SPECIFICATIONS O - �r� 10 - ^ ,L' TRUSS SPAN N1'- 6,00' TP192/UBC94 SINGLE MEMBER FORCES GD SUE 'SPECIE GRADE PANELI 1l N 4'Q�� LOAD DURATION • 1,25 T 1» fi7 0 J• -64 N 1► -207 N B 2 TOP CHnOS;- n- n U SPACED 24,0' OC, T 2» 355 0 2• 603 Nl2• -114 N 9• -4112" 2N 4 OF 0160T.n l+'f0 �+ �xre ,S. -11a. T 3• 429 B 3- 042 W 3a -1591 410- BOTTOM 10 397 BOTTOM CHORDS; 111 (> 4 �� LOAOINB ,,r-� Q T 4• -972 B 44 835 N 4• 247 WI1• -1627 A 2x 4 OF 0168TR 1- 7 % �,�� fift!'1i>'.r LL( 16,0 4DL( 14','0) ON TOP CHORD 30,0 PSF T 5• -942 0 0 397 4 5• -213 Nit• -342 'lr ,. r ` Oi ON BOTTOM CMORN - 10,0 PSFN T 6• -942 0 6- -339 N'6» -119 N13• 263 WEBS: �. U TOTAL LOAD 40.0 f'SFN - '253 2s 4 OF STAND; 1, 3-12p14 �� _� < T 7+ -776 0 7.r f01 M 7• 760 N14 N'J pSF REDUCTION TAKEN ON 2x O' OF 12 DR 2,13 BOTTOM CNO, WAL STRESS ONLY, T B+ 636T 0• 334' TC LATERAL SUPPORT to I2'OC,. UON. , NOTE: REPAIR TO MOVE INTERIOR BEARING FROM 7 -If -6 TO 9-p3-14 TIO., 107 FROM RIGHTAT2' OCTMROUG OUT, NTFRAME TO ONE MATCH ' FACE BC LATERAL SUPPORT to 12'GC, UDM.LEFT + 123 RIGHT 111 NOTE: Truss, not symmetrical LUMBER INDICATED IN LUMBER SPECIFICATIONS, FRAME PLATE IN INT. • 3276 0 f 1. FRAME DIMENSIONS SHOWN BELOW.- INT, 1395 0 33'- 6i6' Orientation as shown. 6-06-00 14-03.00 BEARING AREA REQUIRED ISO; (N1 14-03-00 6-06-00 JOINTI eO OF / ,30 W / .29 SPF JOINT If ,1O CF / :27 HF / .26 SPF' / 3,28 SPF -(1),2x4 Ffame to One dace JOINT Desi nCheckedfor75MPHwindload / 3.00 SPF -4x6 JOINT 10 2,23 OF / 3.44 HF q�. [ C-2.5%4.3] NOTE FRAME INDICATED _OY SHADED SECTIONS; ENP C. 12 C -2.5x4,3 C -2.5X9.3 11 8,00 �� C-5, 5 14'. rl C-2.54 I 1[ C -5.5x7.7 ] 4,0012 1 \ 1l/ l x6 x6r / A J n ,5x3,4 C -5,5 C -5x7 7 14.00 C -1 [0-2.5x1+ 3 4,50 C-1.5)13,4 ��•C.,:0 At 4 0 1 3 QF'� .- - .A� ©4.50 �^ 4C) i„ -2.5k6 1 12. C- ,RU C -2.5x4, .r $/ ` Q JOy�s�ym C -5,5x14.5 j ` C -2,5x6 O 2 (2)C -1.5x2.6 tYp[G-3M.3 � w�1e e C�5.5C-57x m C Re C-5 14:5 2 �g �[ --� Vo C}080b 6-:09-12 26-08-14 2)G-2' 64 6J _ _1 EXP. 3.31.99 .� 1 � 7-11.06 1 6*11-OB 17-06-00 13 09-08 rL 13-09-08[0-2.5x6] 5-11-08T C/� L 23 11 -OB rgr_�91+, EN 41-06-00 f OF:G Scale: f/B' $! PROVIDE FULL BEARI4 INTE016pBEARING MOVED FROM 7 ->f1 -or' TO 9-03-14 NAME; WALKER/JU9TES0N f110A1 - EPAIn TITAN TRUSS LP JOB r�1 /• p SEE NOTE FOR R r FILE No / 14 ; 5-40* 1' x'rd.• am" Not. orw ww ln•• b•lw. ion orvmlon f f-. O•nsrsi "ales, udwd nthawb• ,Jlddt 2, Wad. old.sods, cota.m. dwdd b..#A w •1 •R aMWi NslN .rrd 1' Pwlon la slppolt pods s. shown, ,,��,, D« fin ws�1enac the topp and bottom chords to b. lot- jJ b1 y et Wwdnor b8w. «n•Iruwl•h ant -on;.. 2'.0 0,0, •M It 12'•O' o.o. f«pxllVdy. y 1 HATE; 6/21/96 ]. t.2 '""Won ww wN►M .ort b. b . aw what d •wR ., 3• 2x4 Impsol brldol p or Woul bloor rocoml�anded whas � own . �- 4. M IAwol f.r rook.• •1...m. wrdr .s luryr.ry Md p_1 &..,'4. 'IMldl•llon of Itw• . the rwp.m1b111y .111w rwvoollva conl�Aclof, .e rwa b. dWprW .nd p-lo.d by dmvw 61 « 6;. notion a. an Once. ere to M U 1 A r y REF.: 2S- ] DEG. BY: TC a•nbwa. Im.•n• wpMrt y IN who Ma i1�� ors! ere for -dry condition of u.s; n �p oonodve erN lomm�u, 1 + �) • No L.d rhotid b. •' 0.l nwlpn wumw lWl:b«II at All p edoo 11 1.LIli(TIpij r. an�, NWd tssrry rrrp.nMrNns Hlr Mbrrdy Md nD«e.pI{ej wrY, 918452 I..IMw f. Nmp,r MI .IMtln•d•W Mr hrd•pNIw IAM d•dp 0 11 -two �holl b, oodegUin bflhnlw•rs rovided lnphasd .o 111 SEn.J 1•M b•MId••t ywmpMrm. 'llnp ooln.ld•w'Ihioln4eentar llnr, .If e.m. u4.u�opnrnl l,Nr�il••e cawllpm lW • o wlnrrru.M •«mo.vr rN .wwir MINpMdbsiiy J. IM 9, IOlts Gnlmdfd t••t• p1tco In IMhot. 1 b•Nd.n. h db., .hl.rn.n •nd t.ws•II•n .1 Nnpow,.ls, 10. ai h . d«Ipn, --1 plot. of Iin 1 Wrus fMs :Indh.lo h Ilw vr.IIX R-98484$ 10/11/96 BS y, IN•dopnh lwNrhN w►Jwum••«I.ILM Mhw. Wp•••1 lrnh fG•,.ss 1.0.13.O.R.H.4211 p hs' y by Ih• Int ro nos Inunelbln••-oho wood I-, Ideal-, s o•py sl T 1: The Compt Trus him eactlon 1'I0.1• Indlodul bYydho ol.flll •dN•, lila - -Whwl. b• IwN•hd by o•�M,Arv1grA.•W.•L d«IOnaor �loJ IIMISNss le oA. mdald h IIIp4. All atl•.I. ns 2tl oe,. LUMBER SPECIFICATIONS - TRUSS SPAN 24'- ,OO' TP192/UBC94. SINGLE MEMBER FORCES GO LOAD DURATION INCREASE - 1:25 11- -11937 B 1 1837 N 1- 69 SIZE SPECIE GRADE PANEL (5( SPACED ,24,0' O,C, T 2- -1023 B 2- 1637 W 2- -106] 10p CHORDS: i' 3• -1023 0 3- 1837 H 3- 617 29 d OF 0388 f- 4 LOADING T s- -1937 6 0 1837 H, do -1001 BOTTOM CHORDS: LW 10.0)IDLt 14,01 ON TOP CHORD - 30,0 PSF H 5- 60 2x 4 OF JISBTR f- 4 OL ON 60TTOM CHORD' 10,0 PSFx, WEB is TOTAL LOAD - 404 PSF a' LEFT - 1140 RIGHT 640 2x 4 OF STAND', 1- 5 11 PSF REDUCTION TAKEN ON 7C LATERAL SUPPORT <• 1Z'OC, U ON. BOTTOM CHORD, AXIAL STPESS ONLY, SEARING AREA',REOUIREO ISO. TNI JOINT f 1.34 OF / 2.07 "HF / 1,913 SPF BC LATERAL SUPPORT c- 12'13C, UON. JOINT 5 1.,34 OF / 2,07 NF / 1.90 SRF' DesIBf1 checked for75 MPH Wind loatl Q�OFESSI �� . fi 6-05-00 5-06-00 5-06-00 6-06-00 y`�� s ? 7 6� z C -4x4,3 w NG. 33763 4'3• * EXP. 6(30/9612 12 Q 01 B.00B4OD OF CAV C -5x6 C -5x6 ��O�E3S/Dy 4.004 ., LWAJ. 40 30 "U6 0' 5• C-1,5X3.A C -3x6 �o P.3-31-09 — 5X3,4 (p<Q� y C-503,IS) �q� �l�C F.flU;1 L f CI?i�f *' 24-00-00� Scale: 1/4' i1't I fl ! TIt 1 ' TIi TRUSS LP JOB; NAME: HALKER/JUSTESON (031 .Itr - - O.Mrel Ngotm unlM. otherwise neledt VCP 6,0, 22 WaINtNq.t PILU-24-4-8-40* , p..aaq.,wtN•t•. see w•na,w•s.l.�•..Mlna.nalnw.., t. oft nt-supponfoods a..hawn. F IL, eIM. ea..n1•e «n11.a« r»w a.Mw s1 v q wA N.tw •na.' 2, U«10n nand a the Ion and bottom afa+ds tn; be laterally braced H E N0, t �. 2'.0 o.a, and at 12'10' o.ranpaetlyely. W.rNna•bna•an.irvnNe annr.,ay. 4, 2x4 lmnant 1 Jr., m I.lnat.rant rnromm mp where �hoWn i. 1.7 eanelnnlee n.e Mdna . b...for ," -d.wn . r A, Demig.11on of ntna b Ihn Mp be . YInane IIenllyyn cont calor, ] GATE; 5 / 9 /96 ,, Aa J. lora f.,Intea .s.,,mis areal ..1•mr•r•ry •na y.m•nnl bnalny, 4, .PMign asatxnm IIW IM cin In en used mmm.IVe erlVl,01}r(lerlt,. X a.ane.adona•,rdrr.rneweya.aon.•1.•a.,lN•.Iraut••� - ndal. for dry'cnnd111.1 lthe. .. CI7iIjpuTrus -Inc GES. 67: xcti" "r y w WI bd.,Irw At supporta dvlwn. Ghtm or wedge 11 PEF.; 25-1 a,n.l.a*wan:�Ma uv�ar :�.�'a:i':.xa.ana.na OMgn.YtnnMl, a, a WP 1•n -,w s 00.,.«d i M tlm•..I,.,Ad r,y N•J• p••Ir Ih.n d_ rn 7� U ngnoincl fe w th �n nl nn111eInIInMI, plovldml, n.alplr.l rnnMlnr.n eavrntn •.artw,. SEG,; 89 51 7. 4 l••a. a. rw•a I . w'«na n, Inh. led tate • .e of pl.m m IncnM, e.C•meeliu n•Mo.enn. .•nd Ywun..Mn•a•e•AMYfor tl.• C'�ee 11c.1110. il,lt A2111h I.cM of busa,pnd pVscnd .olhdr center' NN. 1.44at1•n h n4eim Ihbnnt -M brnNUIM •1-mroe-,n, - 1 O, Por basic design ""Juts of the .Compnt(. not., IndICoW by Ifo Prefix _. R-918862 R 6/2'1,196 TG T, 1N.a..anlunnlr»d'.oaf.aumaaa+t.IMa..nw.a.«on...lf.nn by tn. Tel. n.t.Innput.le•xndlra Wood lm—, 111821', • ••PY eT 11+The Dompuuu. d. Na! Section Plate Is IndIcaterl by tAllhe p+efix CN', 1ha wNdrwaLLA,•M,hM h C•mratN• tm•n r..,IM.. llpalpnalor 11pI IM Ce1M i N ae: ma1mlM 1. useothof$ ne 2P pp, CES GD LUMOO SPECIFICATIONS TRUSS SPAN 35'- 40' TYPI.92/-0961 GS'NGLE ` H0 W, 1. -1207 W 7- -004 LOAD DURATION INCREASE - 1,25 SPACED 24,0' O,C.. 1 R- -i0S0 0 2- 903 H 2- B96 H a• 513 03 3 517 _ H 9" -1499 SIZE SPECIE GRADE PANEL T 3 1050 D 3 9 W TOP CHORDS:LOADING - T A- 1740.-a 4- 1450 W 4- 53 N10• 219 2x 4 OF 116BTR 1- 6 LL( 1001+DLI 14,0) ON TOP CHORD 30,0 P5F T Sr -3064 a 5" 2BB3 W 5- -152 Nit- -39,6 , BOTTOM CHORDS: OL ON BOTTOM CHORD - i0.0 PSFw T 6. -3425 ,a or 3250 W 6e 737 2x 4 OF 6aTR f• D TOTAL LOAD - 40,0 PSFt WEDSw5 PSF REDUCTION TAKEN ON LEFT 1225 RIGHT 1225 Rx 4 OF STAND 1-11 aOTTOMiCHORD, AXIAL STRESS ONLY, DARING AREA REQUIRED ISO, IN) TC LATERAL SUPPORT <- 12'00, UON, DESIGN ADEQUATE FOR 149 PLF DRAG LOAD JOINT D 1.9G OF / 342 HF / 2,BB SPF BO LATERAL SUPPORT <• 12'OC, UON, JOINT 7 1,,96 Or / 3,03 IIF,/ 2,t3p SPF DESIGN-AOEGUATE FOR UP TO 70 011 WINO GOAD, EXPOSURE 'C' y/7:149 PLIF /Laterally brace LG 1'001 diaphragm,, 6-06-00 12x4 web Grace req-1red, 14-03-00 14"D3-OO NOTES WHEN BRACING A SINGLE TRUSS OR 12 6.00 AANP OF TRUSSES, ALL BRACING MUST 12 TRANSFER TO TO ROOF OIAPHRAM PER TPI 12 � ``-�JQ,OO 0,,00 C-4X413 STANDARD BpACING DETAIL HIB-01. 4' C3z9,4+ C-2,5z9,3 ,. e�oVE ow�C I� 5X6+ Ica �: C-4X6+ + r C-2,5x4,3t :r Ln ✓ "� uj l: �} In 1, 5x2; 0. 5' 0. 5' C-2.5x4,3 C-4x9;4+ *ci s C/IT, _ 6 C-2,5z7,7 C-529,4+1S) �q�, i C 4X4,3+ C-5x"+ISl OF c r 35- 00-00 --i _ Scalei 3/16" �• JOB NAME: HALkER)JOSTESON 0601 • Wxtiwlw4et a•n.rdNa1•.runla.e'.blM+rwUarole4i 1, n»4 M conal wMie mi(Wmkil. b•1en »nM10-41- ei ht—" 1, DmIgn to ehpport load. e• •how", -35t40,-dOM y �ugdw • M -MI•n •coin«- wrouN b• edM•d al •1 Od-d wet« Ind 2, Unlpn •+•Umm Iho toP .IM bryp �NMY 1' lobe frontally hIPP d •t PILE NO,' ST, T,0 o,...iM et 2'ra•-c, W-rpnpebner•»nMNelbrywmmw»•: 7. 2x4lnlp.al6rld01 of I.INa�.br.el rocon4msndod Where iFn�Vn1 RATE` 6/25/96 Yer 6,0,22 u •of to b6 f. i,ni ir.a 1. r».M l+pb n r a » �-• �rv•iu••. V. e, sort at. 1.1 drY condull n 11#011011011 -1 Int-0a o be gUp In f jj Own $film or Y to w6da ijCdiTl(]►JTI'US Iii hent a.a moM b pn pn! - a, Dm!on .»umaa Ml be.tln(l al n1 upPo 1 FEF.: Re-1': DES.:NYI TC. anaNrv••'^'m»m,..p.n.wlw,rfer..,a!er.ap. nPee.u.m.nry w, we H•d ehoJd h• •ppW la •nr.empemm u u dl« •xb •Mop •nd 7. UasiCn .•it m .dnndale death qe ie m,bidnd. An-,-i n• —0*l., .4 t o• Ilm• •hmwd nY Nd• penin 1hm deo,pt e, rP1IMe• Nw11 be located oil both !am Of PbM $INj Plnced .d.4he!r CMtpr WV lll.btl»,q innriltn,Mn Ce./1ll ii.lsti bf SEO,1 9186 G A' 1••d• b•oppa•d a •nY rr,np n•n4 Ain.• eo4Wld. with joint center �i3= '1 e. Cempu(rv• h.e M ronuol - •nJ 4.,i,n« n r«Yrn.rolmr 1M ,hi a, CCtons Ind!..m •!te of Plate in bleu.•• Ie!xk•tl». h-;" enlpin 1 •nd NN1aenM N »rrWq,ent•. 1U.1 ", 4111, d.•Ipn Y•I1174.211111.; re1 nl IIM.Compujtu• jMMe, Ifldlcai.d bY'the Rl.b. _ 7, IN• aylpn h lun!M+d -,hjM a m..lmir.d•ne .n In,« d.Mpn• »t tens' ,Daae: •,.I,c.e,o'. n,n, n2t 1. _ _ bM the ltun %n• InM4u1• N's+aa o Wpd Trw.w,1118•%'s • w r el 11. TM Ctlmputtul Net aact!,n )Sate la Indleaied bVy fire pleb%'dk'' th. wldd,w•I be lumld,d by Csm.urro•',i,en rpeM, p - moo! 11111 iPdlcalo• la ON, nlalal.l b load. All othar.. to 20 p• _ _. ►T' ^j1 7,7-f 1 r.:Ht{ I:: Ti �,l PIZ :1 ,........- . iG : ,T:h T',t;T,•'.�1r'e!o � -rt^`>; n :I:r•-,'!n.l...« a •nr-••• , t•• - ! LUNGER SPECIFICATIONS OQ N 7RU55 SPAN 351- .0D' 7PI92/urf(m SINGLE NENSER FORDS GO _. LDAD DURATION INCREASE • 1.25 } T 1- -1368 0 1- 0 N to -1304 N 6- -917 N SIZE 'SPECIE GRADE PANEI.IS1 y SPACED 27.0' O.C. T 2- -1210 O T 3- -1219 0 2• 1137 N 2- 1207 7- 605. 0 3- 1739 N 34 ••295 N 0- -1642 TOP CHORDS! 1Tt 2A 4 OF 01COTR 1-':0 'Q 6. LOADING i d• -2008 Oso ` 14,01 5- -3501 0 A- 3294 N 4- -161 4,9- 244 0 5- 3700 rl6? 020 N10- -446 BOTTON CHORDS! w ; , 1 f13.0)}OLi 04 TOP CHORD - 30.0 PSF T 70 4' `UF 116OIR 1- 5 1r Q. _ ,.31..f3fl * Ol;. ON GOTTON CHORD -. IO,D PSFo, - T 6• -3909. WE 85:TOTAL LOAD - 40.D PSFol 2z 4 DF STAND 1-10 M5 PSP REOU-T104 TAKEN ON LEFT ` 1420 RIGHT ,1395 s'I �,EK61� �� 007TDN CHORD; A%IAL 5iRE8S ONLY,. BEARING AREA RFOUIREO 'SO. IN) TC LATERAL SUPPORT <- 12_'Dc. DON. i' ed LATERAL;St"ORT e. 112'OCI UDR,. oa:a% UC CONC LLtOLe. X60.0 LOS 10' 3,0' J01NT 0 2.27 OF / 3.91 NF / -3.34 SPF Destpchockedfor75MPffwlRObad Load$ as g1VCp JDINT '7 R 2.23 or/ 3.45 HP / 3,28 SPF 14.03-00 6-06-00 �4.OD 0.00 C-408.00 t. ! C-2,50.3 44 C=5x6; -2.5x4!3 (�► .r. _� -- C utr 6011 + In IV z C-2.50.70.25' Cr2,5x4.3 C -W i G - t5rq C -5x6(6) C-5X7.7tSj b -� 0 _ 35-00.00 Scale; 11m S JOO HANE: NALxt:RIJUSTE50N 1161 __ . ITA TRUSS!LP WAMWa.r O.!u!d Not 0. Ird". IharwIt. n.l.dl Vor• 6.0.22 i t l + FILE NRr!'1'-35-.d/G-4O'A.. 1•!r.eua.wN./rnwW.......hq.....wm..a...s!.w+'1 �.,om.wwn.ea►�.nlnwa 1 ►,wNrN wfrl»M.gw.A•Al ►../NW NI/0•riN.'w"wN 0 e.r�d 12It/'eo.14MI0sUvdy!M id Ml.lrXlly ►ileal Xl Nr•Are. ►qra r.MnM.n r!.n.rwr. M awn } - �. ' bnldllq�n I.tr An�p rotanin lnda' a r "I.Milill 11, a • OATE6 21 96 7 la...�r..r..w.rw4 wq►. t.q.4r .N«. r -«n t• 4. MI.H.tbn 4l lfu.l. IM 10.1 no of llr rrrl..!N. ant .c!a. -4 ca 6.�pIWR1"uuwretswl/�In.Mq<.roW.ry�!enrw, P , IrA" 6"..e w/ Xl..1/d►e&dpr.1 mpl...rn qra rld r. Ir 'Ar'Crdl{Itn'el W.. a 1' e-owone..•w�»n.1ow."ltr..w►.44 9, nrkn"wowsl!n bwlr!h orwl.wa•rt..�ewn. r. tiYn of viado• t r T C.I]tTi�Il1Yi'IJS �nc. 25-,,M1.1•.rlr».eM.•....r.,q»I.•/rrr..ei•w.NM.gM• PEF.. DES! BY• ! • �C !, NI1111 qNW N'y..r1. ..I. M.M.iW 7, Orlpn ioltniki ,, . a'N• r1 MorodreMpeNXtwb/1. n.IW EaIa.M MratNl.a .nd {l.Cad ie lMl!afAr ' IMww W r-X1r. re M dM+a•. r Iq , -IIr1Y ed �. W Ih tarrll Chir X 7. SEO 1.•.. tA»t<A`rl Mep. . 91860' a c•-ww.l»... w q ..........»,. o. Digit. ►�W.,a.�af or mr. yy,1 tm'�w. .lwurKTww IrrWn'Ma Oflr•nui�nnr '- t......on.MAy •.IP.MIMe MIr.IM.I »ira.n»r• _ ID,6 b.qs d"Mn vqy NII. CamXwu. R.I., lndloNnA IlY 11!. m.lbl '... h.w C. I.C.9.0 R 4II11. 1 7..Ird...een 1. furq-e •e1••l 1. a. W..tl»....e» e.4r..q I .M . - ryln.ir•w lwa.gn». b••IMnWer law.,,lpa al•.. a.r7.•t l/.Th.CemXWru.flet X.eltp�PMl hdka!M by tl,, mdl.'CN' Ita. 41w4N1.111 or hdlcaI- l9i o, m.!01.116 .: .- _ .N.h .A M hiNlne ►. hniq.u. u►.. n•,.q.. ►T' ^j1 7,7-f 1 r.:Ht{ I:: Ti �,l PIZ :1 ,........- . iG : ,T:h T',t;T,•'.�1r'e!o � -rt^`>; n :I:r•-,'!n.l...« a •nr-••• , t•• - ! t 6-06-00 14-03-00 4f^ 6- 0 DUTCH SETBACK 6- 6- 0 FROM ENO WALL TPl9?MBC942 MEMBER FORCES GO IMPORTANT'. Provide adequate anchorage or connection C -5x9,.4 (S) (5)10-Ix1l • 9 LUMBER SPECIFICATIONS LOAD DURATION. INCREASE - 1,25 + T I- 1200 6 1• -1146 W 1- -230 W'7- -2054 Cr2,5X4.7 'v l c T 2- 1444 O 2- -1356 W 2- -4065 W B- 1202 SIZE SPECIE GRADE PANElIS1 LOADING T 3- -2662 D 3• 2210 W 3- 3742 W 9- -3836 6.'D�ICn'Auume.hudde.malobeu.adInaMtFcgrlmiVnenvM-'rulenl' and a,. for 'dry ea ldlllon' al We. II TOP CHORDS, C-5.5X14.5f T 4•1 a. Dmlenm.umea lullbeminp at di �uP{wrl. *hdWh� 6h1m m Weldon _ W10• 360. 2x 1 .13 A OBOTTOM F 0' TC UNIT LL( 32,01+OL1 20.01- 60.0 PLF 5., 0 5 7240 If* W 5- 5- 152 H11• 5O0 CHORDS; 6 TC UNIT LL( 52,0)+DLI 4.1.5)- 97,5 PL e' 6.0' TO 35'' ,0• =?Go,2130 D 5- W 1650 29 4 OF 1f6DTR 1- • VERT BC UNIF LL( 0)+DL( 21.3)- 21.3 PLF 0' ,0" TO 41 6.O• VERT T 7- 7704 f WEBS: 'o- -7704 94 2x 4 OF STAND 1-11 TO COkC:LL1 190714131,1 166.81- 357.5 LBS'O 6 60' LEDO RIGHT - 2770 TC LATERAL SUPPORT <- 12'OC, UK TC CONC LL( 190.7) 41.1 166,0)- 357.5 LOS @ 35 0' LEDO LEFT INT. - -204 - 4290 a 6`+ O,O' BC LATERAL SUPPORT .4- 12.'.00, UON., DESIGN ADEGUATE FOR UP TO 75 (2 1 comnloto musses required, Join BEARING AREA nEOUIRED (SO, OF / HF / 1N) AB SPF MPH WIND LOAD, ExpO5URE 'C'' tavother With lad nails staggered at JOINT i JOINT 9 .33 4.43 OF / ,50 6,84 HF / . 6.52 SPF equal, 12" cc throughout bottom chord and JOINT 10 6.60 OF / 10,61 HF / JO.12 SPF (21C-i,5x2.6 or or 121 cc throughout top chord and Webs, typical at uprights; +Laterally brace to roof diaphragm, +2)14 Web brace required, 6-06-00 14-03-00 14-03-00 6-06-00 12 4,00 B4OD� C-408.00 4�" 12 14.00 IMPORTANT'. Provide adequate anchorage or connection C -5x9,.4 (S) (5)10-Ix1l • 9 L to counteract amount of uplift shown, Scale: 1/B' PROVIDE FULL BEARING. Cr2,5X4.7 'v l c -- WAIWINCBI - 1r had •n amara N.Ia.n.l WwnNc• bdan oonervmlm el tad.... tlen Dollop to upper othdit a. showmind:. 2 Design. to auppelt leads ne d shown, 2' Designtheand to be laterally Nteeed of C -2.5X4,3 If, 2x4 of ti&BTR C -5.5X14,5+ FILE NO,. BOUT -41-4+13-40% 2, 0ullda and M sten mnbeonu ohevld be otiose 1 -A Goo" Nina and o tl aand al 210 G.beipxtive�lyds y' it Where*hbwn++ W.mina.ader. oaninrverlen oemm+I•••• �A 1.] mmplHden Nab bre.b.a main be lnsl.aod h oh -ion -1 9, �2xA {tnflpa�t bridalnp:or leleral brae) 4. Ineta�loften of true. Id it. fespon.1bl�yy al {he falPaallyyB oon,!flStP1• DATE;. 6/25/96 Vor 5,0,21-W4' pl{Li.rdlero•r..1aMe.irmml.wld.at•mpomvandPwmvrmlbr.dnb, by dalanr otosmplN• �rrvPivly 6.'D�ICn'Auume.hudde.malobeu.adInaMtFcgrlmiVnenvM-'rulenl' and a,. for 'dry ea ldlllon' al We. II C�(TI�7UTf U�7 Inc. C-5.5X14.5f � C -1.:5X2,6 a. Dmlenm.umea lullbeminp at di �uP{wrl. *hdWh� 6h1m m Weldon _ l nmea.n1Y. 7. Dealer ne.ume. ad"..te dralry a I. pinytdad. their center =Y.o 0, 5" CIDC-4X11,9+ C -4x7.7+ 0, 5' C -2,5x7.7 C -5x9,.4 (S) (5)10-Ix1l • 9 L 6706-00 35-00-00 41-D6-00 Scale: 1/B' PROVIDE FULL BEARING. J013 NAME. WALKER/JUSTESON 1N41 'v l c -- WAIWINCBI - 1r had •n amara N.Ia.n.l WwnNc• bdan oonervmlm el tad.... tlen Dollop to upper othdit a. showmind:. 2 Design. to auppelt leads ne d shown, 2' Designtheand to be laterally Nteeed of FILE NO,. BOUT -41-4+13-40% 2, 0ullda and M sten mnbeonu ohevld be otiose 1 -A Goo" Nina and o tl aand al 210 G.beipxtive�lyds y' it Where*hbwn++ W.mina.ader. oaninrverlen oemm+I•••• �A 1.] mmplHden Nab bre.b.a main be lnsl.aod h oh -ion -1 9, �2xA {tnflpa�t bridalnp:or leleral brae) 4. Ineta�loften of true. Id it. fespon.1bl�yy al {he falPaallyyB oon,!flStP1• DATE;. 6/25/96 Vor 5,0,21-W4' pl{Li.rdlero•r..1aMe.irmml.wld.at•mpomvandPwmvrmlbr.dnb, by dalanr otosmplN• �rrvPivly 6.'D�ICn'Auume.hudde.malobeu.adInaMtFcgrlmiVnenvM-'rulenl' and a,. for 'dry ea ldlllon' al We. II C�(TI�7UTf U�7 Inc. min be dNpn•d .nd Ineyld�d la e+d(bndncr a. Dmlenm.umea lullbeminp at di �uP{wrl. *hdWh� 6h1m m Weldon _ C em N• s.am.i ne roepdadbmty FIEF, 25-1 DES, DY. TO n.N ldohaw4be aDPnMts.py ee npmml .10 .11. ea b.ona.w nmea.n1Y. 7. Dealer ne.ume. ad"..te dralry a I. pinytdad. their center rwurwtusrm nmruruaa eeMllin ajeRM• l- th.� bat n aemPl•1 �nY l .d. in.indt lh•n d.ddn 1 d b ppNM i Y nmden 1. a. Platm:. *hall be located on both races of t(us., and placed .o Ilnd tdncldn Willi joint cantor Ilan.. jointplot.ntor li see, Smi918866 i 18 8 66 ,enrbmr ". p, C rgwrv• h•. n trot ovsrnesodm..um«d r•q Y Idw don. h•ed.ne. *..t -it MN amen of eampenmu: 0. DICIV I pIncida .Itn. in 10. Por be.lc d -Ion values -fill a ComPutluo Plate, Indienled 6y the Ptallx -. 4211. _ -.... 7. This d•dan I- ho d.h•d subj- to iR• p h.11oes bvie ifloir sat faMh by In. Tlea:fist. InMnutd.l'aradna W.ed T.-i'"104I*, a coin -f C', lea I.C.6,}0. R,n. Indicatede Is Yy the 11 a dasl ria 0111 el IndNot h, a on GIa511lalallal Ipd.�All Grail-Atlten fl1E 7'0 0fl. - nb h W e b: lumirhod by Comowmo upon I•nual. LUMBER SPECIFICATIONS TRUSS SPAN 35'- .60' TPI92/Uendl SINGLE NEMBER FORCES GO LOAD DURATION INCREASE - '1.25 T 1• 0 6 1- 1352 M 1-' -143 H 7- -577 SIZE SPECIE OnAm PANELIST SPACED 24;0. O.C', T 2• 417BB, 0 2- 1716 H 2• ' -1994 N e- 507 TOP CHORDS:T 3 -18780 3- 2174 M 3 357 H 9- -345 2X 4 OF 016OTR 1 B LOADING T 4- -1071 B 4• 2013 W 4- -32B Ff0• 309 BOTTOM, CHORDS: LL( 16,01+DL( 14,01 .ON TOP CHORD - 30,0 PSF T'5 -2654 8 5- 3234 H 5• -54 K11- -972'' 2X 4 OF MOM 1 5 DL ON 110TTOP CHORO 10,0 PSFM T 6- -3165 M S- 1798 M12- -421 HERS! TOTAL LOAD - 40,0 PSFN T 7- -3017 2x 4' OF STAND 2-10,12 NO BSF'REDUCTION TAKEN ON T O -3409 2x 6 OF 11 BOTTON CHORD, AXIAL STRESS ONLY, LEFT -a 1227 RIGHT 1223 TC LATERAL SUPPORT a WOC. UON, 6C LATERAL. SUPPORT'_- 12'OC, URN, BEARING AREA nEOUIRED' ISO. IN) JUINT 10 1.96 OF ( 3.03 (HF / 2:89 SPF DeslOncheckoff for 75MPHwlndloap JOINT' 9 1496 OF,/ 3,02 HF / 2,08 SPF EXP. C. QP�OFEBS/pN K/<, 14-03-00 14-03-00 6-06-00 C-50 W No ;33783' 5-i 0" EXP. G/30/9112 ' p F o - 8100 12 _ C-2,5X4,3 `7 C-2,5x4,3 ,8,00 1 Ofi CA��F C-F7 - C-34 "C-515X6 0; X4.00 lz . J0 S t`7 ".� C-!,5X3.4 , C-2 5x4 3 7x7.7 C J C.-1.5x4.3 �0 � d� in ,r., Y� 4 2,5x4.3 1 ^ 1 OG m ry G14e50 4,50 !Io : Or.�4 P +� J {� ¢1x7.7 12 5X14.5 EXP p -�1 L o L y LC—x9.4, 11-03-00 13-09-00 6-11-011 �7G Ell 11, '`�• 35-00-00 L q�E O��U1�4i� Seo1e1 1/8e 1 t (I. , if r I ! THAN TRUSS: LP JOB NAME: HALKEFINUSTiM 1001 wAiwlNoat'Uenoa Mine, onln.r food$ a nolndc' _ Ver 0 A, 22- FILE NO,' STRU-35-'8-4-40* 1i INel.emad w.�wb.rw..�l�..nu+ .�. t, 21.0 0.n...1.1 ln.4o adbotto 2;.bulldr rd waallrt-•ntrerder,/,Wdb-.NWselNeoens Md+. uN 2, Undpn...bme. Ihntor and bWlornelafdb to be lilletdW hraeed-1 2••4 o,a. to at i 2'�0' o.m rarectrvdq. - r ' Wonham bloat..-n•t"Ir, eptnl-.na.., il, '2xAtlap, blldtllr9 or,l.lnnl bloc! recomtnen4etl (Ina .htiYin i J 3: 1.] bn W.W. wall M-d,y a,,W b-In.INa4.wbr- r,ewl, L• n+ldl,{Ilen al Its.. I. the tatipml.lbll 1�/ .1 Ili- Inpnel�ve cnnllactot. DATE: 5/9/96 4, .X I.Iwal I-1-„aM.lw,,.nl.-A a.lrroatw„ .M,w-Mw„ bt.4.,. 9 pnitln a+.unm lame+ un lc bo bad! Iq n Mn cnitoalyn a rviramm�nl, 1 and b• dwlbntd and p vWW bi d,donr.f a R*M Nnwlve% .ad nn lot dw cohdltlon nl l+n pmpt 'r°l enc, DES. BYf KCP1 C- 00—b.- a., "•erb” 1. —h Meda. a UnloYe Donnes full nnllntl -1 all.IIPPoiti dawn. eldlo of wn10n If PEF.± 25-'1 6,Noloadlitwab.err..4u.yw-p•.nta,n-nr046"imo-w (� y 1•Nrw---• 00.. r w at M 11,M iw-� ..4. VWr IbM swat;, 7 i",ai 3.11 b.l cat d .in dlnfn-pn U rtwlded. load. b."Palo 1- e. l— .I.Id.Vaoelai all1)3111l-rM:eI 1111.., end, Pf.ced .O IFMA rnnln I.Nall 4r.-M IIa,IItMM eP-wm--r-1t.M sen,f 895168` "" °'"°"'" once qni also r. m lnlnl a-mn ma.. A, at"wrv.hnl,•.+naN wr..ne -Iwm..•n. i..P.n,lbwtt ld m• II. UlCll$Indlcale eta at Pl-In 111 Ifah,n, t.bd,tl. A+n•` -. rA.-.1 •nd bwaal.n •1 w "•n•nl., 10, ja1 bolo dmltln V-Ilan of the ComPfntlll f'laln, fl4lemle4 fly ,to rlenx –918863 R 6,/21/96: TO 7, TM.dwpnh7 dh.dwW--11•IMa Nnle een lm-.dwpn-.el lenM1 C,aCe 1•C,U,U.II:N.42)L y R by Ie.to.nel.Iaanm.tgn .d aw.•e fe...., ale tlt :, "Pt.l tt.The ca nn4tnI,-,dsemen on, lalmial tleded ihn rffim le;'Ihn wh4A Mr be h woo," bP Caaq,nnn w•n ,pu,M. de•Itlnelm IIOI Ind c-In f fl On, m-IMI-I i. W ,All U'lln. ate i0 tln LUMBER SPECIFICATIONS TRUSS, SPAN 4.1'- 0.00' TP192/1.113C0 SINGLEMEMBER FORCES GO LOAD DURATION INCREASE -. ,1.25 - T 1- 306-.0 1- -366 'N 1- -1532 N. G- -702 SIZE' SPECIE GNAOE PANEL 151 .SPACED 24,0' O,C, T 2- -1070. ,8 2- -471 M 2..-: 1417 A 7- 510'. TOP CHOR65;, T 3- -99B IB 3'- 092 N'90 -315 N 8- -1575 2x 4 OF /16BIR` 1- 6. :. LOADING T 4--990'',B,4- 13Ce N 4• -90 k.9- :70 BOTTOM CHORDS: LLI 16,0TdOL( 14,01ON TOR CHORD - 30,0 PSF T 6- -1648 B 5- 2921 N 5-,' 702' 2x, -4 OF 116BTR 1- 6 UL ON BOTTOM CHOND • 10.0 PSF* T tie -3074 B 6o 2916 HEBS1 TOTAL LOAD -' 40,0 PSFII 2x' 4 DF STAND t- 9' 95 PSF REOUCI.ION TAKEN ON LEFT,- 106 RIGHT r 1200 BOTTOM CHORD, AYIAL STRESS ONLY,: INT'. • 1590' 0 6'- 7.8' TC LATERAL SUPPORT <- IV= UON, BC LATERAL SUPPORT 0 WOC, LION. BEARIHG AREA REQUIRED ISO, IMI .JOINT' 1 ,17 OF / '20 IIF / .25 SFF -JOINT 7: 1 ,92 OF / 2,96_.HF / Z;B2 SPF JOINT '0 2,50 OF / 3.,95 HF / 3,76 SPF' Q�oFEss/oNa �,, 6-06-00 M-03-00 14-03-00_ y`� y v'- ' . Tn w C-4 6 No 33783 4" EXP.6/30/98 12, 6.00 v Q0.00' �lgTE' of cn�-�F C-2.5%4.3 C-2.5x4.300' 12C 4'OOU13C-5xZ1.91 '. -5x11,9 '74,00; 4 -no 4 C-30!7 Y -1,5x3,4 0' C-2,50.7 0, 5a C-1.50,4 C-3x6 C-5x6(5) C 0 L ;5x6151, ((�� _6-07-12 +`PROVIDE FU L 6EARINO 34-10-04 sgeTe: 1/B' JOB NAME; MALKER/JUSTESON (151 r g 1`11411 MSS LP,' FILE NO [ 12 1 -6+34-4-8-40* WAIWINe■I Cnn[into"tt tide•! foods As lMlnrl: 1, x.•d .■ n.,-�I Ns1M NM W.M.■m bMa. e.naru +Mn •/ lm..«. 1 [into" 10 ll asp l Innd! !! dawn,. 2. I/ra In , and Nnllmn choi t! Who lelaglly brit A at 11nd ,• -blil. i. elJldn aM wtaNn antn.ier..,sWd b..MM_ mIYOM-.N•I.t mnd' .the g. 214 op and bl lm lit n,o.Innndlvbtl•, nndnd wh0te dw,Wn1 annrudlon'w mine.., 2, 2m41mn■c11,11lits DATE; 5/9/96 pma 7. 1.7 eamp�Wml •b b,.rinO mwl b. Y,r1.IW MhM. �,1Ym �. q. lndell■IIrtn .1 flints le. 111f11fWVnhdNlhly est the lnpeEll�e COn11pC1o1, 1. thnllmfnnmrilg 0111'. d, A■ I.t..l Int- •drllnp .4-1 -oh is l.ny..,.n .4 p.m.n.rlt 1,40.2. F, Unluu In bit 4nC.l In ■ Vn erW 11111n11ni, . tmltmlm Ines.. ■Ie Mill:Colin! moot am d-ipnM and prMd.d by dW■ !v of tomp4m Mnlel- •,d AIR 101 dly C0.11110n' of IMe, a, CI3mpuT us I Inc.REF.: 25-L .DES. BYt 'KCPt clpro,nru...a nMrtip.n.lb■ny1w-,h61odno, ueslgn...limit.1,01healirq■I.n■:ippon■shown;ShimofWo4CeIt 6 dny• b-Ing nneseol y, N.k 4 h.utd6 pp■rd 1. no-I.11 into .4 and 1mNan . w� -n 0.t , and it m Irma •,.Wd." Nb. limit. thm0 d-j" 7• be.len n..tsnn .drvjll■In drllne0e I. moulded, 1.w W - - R. JV.tn.h•ll bb Inl.Iml nn h01h Isom of film. ■rd pi-cal do Il. tamer ,. r Iwap•tN•ann lN.,..Mnl co.-,nl•..snr. G !� SED.:. 803517 Z. b t• art. u•,ilvm.nt, vM 111ws epo1r1eIdaw 1111.611 Cenlbr Jinn; 0, Canqutna Nla nm.Mll.l avM aM .a..elN ed r.apon.bMy /. thm e. blest■Ind1C•le .�ie:0l plele In lnellba, labd.0s., handing, "..I W bINMaIMe •f eampan-m. 1O. fit blulo design viii!■ or dib Coln, I'I.t■, WlcinM by rho ptellt, ?,IN. dWrWO.W.bW IIIMd1.lit. Andldlet. on Imis dWgm M faith W. am I.C,B.O, IIAL 421E by Ih. Tr-" nal.lnnuW. A,•enety Ws.d Trym.«, Ina n',. , py 1t 11, the Comphllm Ng ilmile. Ip.le I.'Indl.pled by'tlm profit, 'CN', the it anetol NNIInd nin 1 0 e.• main 0.11. laseedd. All .0-mit 20 g., :. �- It Nd,l.M bdf-J■h•dbV C,"On. Iq.n tapes.!.. LUMBER SPECIFICATIONS Qt�OFQN�� TRUSS SPAN '35'- .00' TPI92JUBC94 2 MEMBER FORCES GD J OHN 1 (�� LOAD DURATION INCREASE t,25 f T '1- 0 D 1- 1352 X 1- -142 N 7 -570 SIZE, SPECIE GRADE PANELIS) , 1I SPACED '24.0' D.C. T 2- -1706 8 2- 1716 X 2- -1994 M B- 508 TOP CHORDS; 0i T 3 -1878 0 3- 2174 W 3- 356 N 9 -346 2x4 OF-I168TR 1- 0 r1 LOAOt11G T A -1076 B 4. 2014 W 4- -328 X'0 306 BOTTOM CHORDS;t=06 ( 16,OI+DL ( 14,01 ON TOP CHORD . 30.0 PSF T 5- -2659 B 5-. 3234 W 5- -54 Wil- -972 2x 4 OF /160Tn I- 5 U1 40 OL ON BOTTOM CHORD - 10,0 PSFl1 T 6- -3166 N 6- 1790 102 -420 WEBS; �u�^9� TOTAL LOAD 40.0 PSF-! T 7- -3018 2x 4 OF 02 6 ` C p' �~ 1Q• x5 PSF REDUCTION TAkEN-ON T 0- •-3410 2x 4 OF STAND 12 5. 7.1 C,y�=\ BOTTOM CHORO, AXIAL STRESS ONLY, `! O LEFT - 1220 RIGHT - 1222 2x,0. OF 92 1, 11. q%E' QF.GP4`� Design BEARING AREA REOUIREO 150, IN) T( LATERAL. SUPPORT <- WOO. UON, JOINT 10 1.90 OF 1 3.03 HF / 2,09 SPF BC LATERAL SUPPORT <- '12.00.`UON, JOINT 9 1.96 Or / 3;02 HF / 2.8B SPF 14-03-00 14-03-00 6-06-00 8.00p c•caxe g.p d DOUBLE HEMBEfl TRUSS SPACED 24" OC SUPPORTING 172 PLF (>I 12 DRAG LOAD, IF OFlAO LOAD TS'AESISTED BY A SHEAR WALL +! B.00 BELON THE'TRUSS, DESIGN ASSUMES MALL IS RAXEO TO BOTTOM 4 LATERl0.lY,t,01.0 TO. ROOF OIAPHRAGN �' 3• s CHORD, _ + 2X4 46 ^v Si 14-JIREO, Two complete trusses required. Join - C-2.5x4',9 0-2.W.3 together with 16d Hells staggered at f ¢t 12" oc throughotit. P C-2,5X6+ O ESS � C-9x6 �°Q 0. K/0 �w�QrS5 /6o tea, ✓ � C-5.5X6+ `12d,00 " C-2.5x C-7x9,4+ C-1,50,4+ c u N.59,4.3 C-2.5x4.3 -401:9+ C-5.5W.5t C-3X T.7 C6 ©4.50 4.5012 b k- 14-03-00,k 12 13-09-08 6-1-1-08 a! V161 JOBSca,MANE: WALKER/JUSTE O 35'00-00 SON !40D) 'TITAN TRUSS LP YIAPNINPYt MINE poll uxlNoln, Wdnd:othmwlm ootmtl _ FILE NO.: STSC-35-8/4/4,5-401ir t' R«dutiw,w Nstw.a4W.Mnd•►•Iw•awwrivatlen Htntw•.. 1, vinton to •uppoii food it u•hown, 1. !•nw Ind wdfsn eenn.•,w •hMd In -#*W •1 -4 0" Not. w.d 2. Onlpn itumo• the tap end battaio • foldo to be 111mdIIT braced at 1° Wmb.•d bden e•nwraalon nnww..d. 2'•0. P.a, •rxl n4.12'-O' ac, expeclN,dy. ], en w•b bnrb, ax.-•n Y..lJM whw..Mwn i, a, 2K4.ItnP•ot b11dtl1rgofloit.. binel leeamrrlm+rlod Whme dMWr1� BATE' S/!5 96 Ver 6.0.22'M 1 0 4, Imtdll.flnn of is,.. Ix the tmQomlbllIg al the roopoelWe cant oclar. ///••�rrrrr�.•�� d, Ad l•IwJ Iwo. rid-,+l �wn•n.• .A n ww. or•rp Mdowm•nwd b dno, 6, Unl,n o,can . Kined m4 to bn Yt•M In P tlamcona•IVe tim fe nmllr -o�� InF. ew.t b. dwr ,.d w.d pr.,w« by d•Jp... of --0-4• prwlv4 and too lar dtY ondllion of tne. 0 11�IjN'�� 1 11 REF,: 25^ 1 DES, DY: BS- C• VAon •wam..n. "Voodlnr 1. ,h e. Onlon nourrim.. ulf bnulrq .1 .11 maIpaN• Utown, ON- m Wedtla II - 6, N• la•a Ilwdd b• roped f uN e•mp.a-d .mo •Nr N►ndr.P -nd ru,t Pity. bd-.wow w 00., too at M itm• dfw,dd w.y wino W.I. lhm dnlao 7. RryItlO umnn'.dMlPte dulpetln b Pro uss, s SED„ 898451. '•�+• b- -0-d t e• ruhn 1111 be loaned an bash len of truil,.n4 pica-d m lheh cnntm uu•undnn„n tuniir N•n uaw,0'1aiy+nut PI Onn aabx!ip Willi Witt emum �Inm, o. f n-ladrv• M• M .w.trol •vr •1d •.wmr n• r•ro•nr.Mlr iw th• O. OI01f•lrxl C11e dre a1 plots hl I..chn, Isb,htlg4 h-.d•••b +pmol •nd Nad•U.n N amp.nra•. IO, I'm b".0 d.Htln Val- 1d . to compldnn fMq., Indlcoted by the prefix _ 7, 1N• d.ipl N tuanJ,•d .J4•ol, tM dmPnl•m •n 1- 4•Jtla• M fink C',•oe I.O.B.O. R.R. 47 41. 12-918872 'R 6/21196 TC by too Iona h•ulawnw.w,'u1d,d Wood lraw.•, Ru,o1•,.-11-h 11, Th. Campiliuelfnt Oeellan lM. It A.'ndlootmf by the Prellx 'CN', the wNd, wN b• IaiNJnd by C•nsutm Voll •aM� tletlpnnln, I101:lrfdlpmn 10 a., hen trpld 1. it.� , Ali alhmd 010 70 tl-. LUHOER SPECIFICATIONS TRUSS SPAN 6`r11,50• TP192/UOC94 SINGLE MEH9ER FORCES GO LOAD OURAT!ON.INCREASE - 1,129 71 1- 0 0 f• 0 w 1 -209 SIZE SPECIE GRADE PANEL IS) SPACE0 24;0' O,C, LEFT 244 RIGHT - 244 TOP CH011051 - 2A 4 OF 116OTn I LOADING BOTTOM CHORDS; LL( iG,OIIDL1 14,0) ON, 100 CNOnD - 30,0 PFF GEARING AREA REOUIREU 150. TNI 2s 4 OF /d6BIR 1 OL ON BOTTOM'CHORD - 10.0 PSFN JOINT 1 39 OF / 60 HF / ,57 SPF 57 SPF WEBS, TOTAL LOAD - 40,0 PSF11 JOINT 3 .39 OP / .60 HF / 2x 6 OF /2 1 H5SF'REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. TC LATERAL SUPPORT <- 12'OC, UON; OC LATERAL SUPPORT <- 12'0C, UON o0on checked for 7S MPH Wind lORO Ekn.C, oQ p ESSto C rvoI; /r� w No. 33783 N EX 6/30/90 P C-466 F aI FOQ� 4,00 G" Ak �oVEssro ~ C-2,5k4 n C-1,5k3,4 wQ80 .3 �r I n � EN or 17r Seefe7 f/2• �, er, I, I til G T1tAN 11TU55 Ui JOB NAME: WALKER/JUSTESON 001 WA1NINtlU 2'•Unnto. t"'eld I 12 -Q' e.a, nP-a11�My,, y 6,10,22-M FILE NO,t T10N• 6 -4"40* t, 4�d.ww'wMlen a.mnelw NwhE►. •evl•.dHNO-wi�I N•1»w!. 1, UMI n�Y.lm Mrlbn tee, .rM lOm Chord. to bO lA;er■II 61■caa1H Ve - O.n.t.t Not.., t■d,a. 61bInwt.e eotNAt 1, M•dJtlen.nl Nelw .r,d w.nN,..1.1«v ae.-1Nglen INv.w. 1. UMian W.a,o.It Nda. eu-drawlai umni-,e•.. 0. 7r4 imP.c1 bddtlltl o1 Itlm.) blocl iraOmlllendod MM s)—n f li ". p [: O, 1.] •..oru•1•n w.b fw,r„I mrN N l,.I.od wh...A.we:l, 4, nor.11.tlon of tet... th. tn.Pnndbl12Y 01 IN„ temilmilYe cont odlot. DATE! 5/9,,/96 � 96 4 A. 6t«•l iae. mi•IMd d•m-o• w h.. t,"i in, wN r".-I b,.N^I, 6, E),Won A.amm pu.IY. .1e to bellned In ■ hon eotlollve erly)lerarenb n,aN b dJp,.d •,.d N NAw►y d•,rp,er el wmpl•1• NnIC11n, .Iwl ■r 101 defy i ndlllorl of tae . �Ci02Tip IJTMS h 1C, tl myldnw " .. m r«I .wIY (w •,Mi Nit" 0. Ue.lOn .•nmm 1y11 bealinp AI oil euel'oll..Mwn. 6hlrn of Wedde II .. nua 25-1 DES, BY, KCl1 o N•t.•drwd►..rM•Al•wre.ro.x.d",.,Ien,;itw:dr,ond rIxa M•I•h..M.•j N wry wxP•n.MN4.n M.µ [-Ito d�.lol 7' Ue• tlR ■.11 b I. 1M oil both 1 ee 1. 1 rots , ulcnnw .,a+„Itnxo 5rl,nrax4eanw 1••tw.n .,• e».gl•I ww .t m lbi IA R, 14.te...holl be Ioe.IM nit bath I.cY+ bl Tru.., ■nd ploold .e ItwII L`nniN 1I, a eolncid. with [-lilt c.n1- Ilrtt.. SEO,i 895177 ., C•roWxq l NWAW •-dh m «r Y n, PIpIU lnnddeaolrr1 N/e of nl.te In lne1v. 1 y kho inelix IM4e rlM. tw-..-e, •I,Yolio[ .n4 NM..•IIM •1 e.rnA.n.,I.. '01k,, O, Ut Ill de11d1F Y.l f the ColnYlNrlM fl.lr„ rdlC.lrl b / 1. INs ddpt, l Iui4 NIwI. m INN4d i M lank C1, Yee I,C.0,0, 11. 1-4.2 11 - 1i-91'$$70 R, $/21%96 To Nrlh.fnn.n.t.l-«bN.. e.AwwIY�TN..«.lar.ro.Y•eY•1 tt aaiunY9�rllrilliillaMlRAaRO■�nfle:ii:�Na.I�Iiir~:eo:, " wMhrr. N.IundM•.d NY ct.nwlra. w.x L.uM, .__. - LUMBER SPECIFICATIONS TRUSS SPAN 41'-:6.00' 7PI92/UBC94 2 MEMBER FORCES GO Scale 1/9' LOAD DURATION INCREASE - 1,25 + T 1- 710 B t- -674 W 1- -262 :W 9- 1224 SIZE SPECIE ,GRADE PANELS) SPACED 24,0' O,C, T 2- 97B T 3- 1094 B 2- 1328 8 3- 2254 W 2- 44 W 3;- -3440 W10- ilii- BOB, -1254 TOP CHORDS; 2x 4 OF 010711 1-11 LOADING T 4- -2168 B 4r 3360 W 4• BI4 412• fo64 BOTTOM CHORDS: �iltpuTrus Inc. LL(,'16,0)+DL(. 14,01 ON TOP CHOSE) - 30,0 PSF T 5- -2850 B 54 2866 W 5!- -898 1,113- '•2332 2x 4 OF #I&BTR I- 0 OL ON BOTTOM CHORD - 10,0 PSFIA T'6- -2850 B 6• 1306 W 6- 318 W14- 3914 WE851 line. coincide wthioint aantanllnan 9. Dight f dla•to the of Plata In frtchm, iD. Far. hale dmlon velum of the C nsee ttm fMde, IMlantad by lha Plellz'.. •C*, . I.C,B4O. .n. 4211. R 11, The.Caropuuw. Net Ceatlan {Mete Ie Iodlcalettl the, mallet 'CN', the. daltlnntal 1181 In410o1m 10 Oe• (nateri•I 16 14 .All olhera era 20 tla, TOTAL LOAD • 40,0 Will T 7- -3702 0 7- -2740 N 7• 2924 W15- -2096 2x 4 OF STAND I. 3-'B, 05 PSF RF.DUCTION'TAKEN ON T 0- -3224 0 0- -1765 W R- -1334- WIG- -210 10-f4, i8 BOTtO14 CHORD, AXIAL STRESS ONLY. T 9- -1466 29 6 Or 4$ 2.15 T10- 2090 2x 8, OF 12 S. TO UNIF LLtOL- 90,0 PLF 23' 10,0' TO 34' 6.5' VERT T1i• 1860 BC UNIT LL+DL- 15,0 PLF 29° 10,0' TO 34' 6,5' VERT 444 TC LATERAL SUPPORT <- WOO, UON, Loads as Given. Q 23' 10.0' #>E LEFT INT. - -80 2326 B RIGHT 6'-11,5' BC LATERAL SUPPORT R- 12 -OC, UON, BC CONC LL+OL- 1725.0 LBS INT, - 3952 4 30- 6.5' 1 2 ) complete trusses required. Join NOTE: Truss not sYmmetrical, 'together with 16d naile staggered ,at BEARING AREA REOUI20 (SO, IMI CtientatlonAsShown, 12 r ac throughout bottom chord and JOINT 1 ,19 OF / 20 HF / ,19 SPF 12' cc throughout top chard and Mobs, JOINT 12 ,71 OF / 1,10 HF / 1,04 SPF' 6'06-00 14-03.00 14-03`00 6.06-00 JOINT 13 3.72 OF / U.74 HF / 5.47 SPF JOINT 19 6,32DF / 9.76 HF / 9,30 SPF oe,Ignchncked for 75 MPH Wino load C-46 EXP. C, 4;A. C -5x7.,7 12 C -2,5x4,3 12 0,00 C -2.5x4,3 -8,00 ,r C -5,5x94:5+ 12 4.001.. C4.5610-2,50 "f ® 00 :77'77- 5 C-5.50' 4 C-5.50.7 C -1,5x3.4 5x3 C-9.,4 C -5x9.4• .; C -2,5x4.3 C -2,5x4,3 I 0 t C -3x6 rIMo **Wagger Co apply co o C -2,5x6 a load(s) 'to all members, W G(37E' Wit ,• ,J4.50 4.500 $ -2;5x6 12 12 �. C-545044 +175!@ 23-10-12 C -5.5x14,5 p)- g9 1 *It L h_ EN61y`�� t* 27.10-08 i. 6-09-12 I 6-09-12 — 13 -09-08 ' 13-09-08 6 -l1 -OB h $Anchor to resist 6-19-08 _ 41-06- OO PROVIDEFULL BEARING.•* uplift shown. Scale 1/9' TITAN THUS S LP JOB NAME, WALKER/JUSTESON (#111 '.: . wamlaaar 1. II«d Y a.nW.l N.1.-.nd Wr Y a-bMan--nisit.re of tew-� '. Ganrd Nota, mi.. biharwlto neetad; 1. union to et peon load. es .M wee, 2. onlineto be ldtcallY bnaod of li etiM too and"' Ver 6.0.22-H FILE NO, t I / TSC -41-8/4. 4 , 5-40 2, Cue. W a W.cI en eem.et« mould b• •dvl..d -1 MI O -r ! ,Y 11 W WNnp. bN-M «pNNall.n oommamw eti- o o C,dPaliVdyat a. 2x4 Impact brld0lnndd or later. b ... Iq racomenendad Whore thm n i- + 1 3. 1.3 «n4,,.W. --h 6'«X10.40 W lnM-cad ort.. chane a, t bn4n9, d, Installation of little, 0 the rmpomIbOUy of the rmpcatlVe coni calor, irtmn era to be:u-ed in a nomcorrotiVa" ronman GATE: 6/ 21/96. 4. Al ht•nl h,—r.dNtitl-1.m.m. W„ A ••.l.rroerw and p..mm n wt b. d -do. -d •M W idad IW d.do.W of -MOM- N,,u.lv.. nxil b- 6. onion a•tutnm arid are for tlry c*ndltlon' of Ilea. Shim or wadoa II �iltpuTrus Inc. 6. Onion a.turpae; lull boa Intl et all.au supports Chown, I PP .DES. BYi Tr. REF,: 25-1 e,�NWw-w-..m«nenpendbtryl«.udhenrtl, ',ewe b..pped w W,r «mp• .^d u,dlf -n. -n acing and we. « N.'md t no tlm. 'add"Mad. o,wt-r thm d"Un mW nava ncry ni 6 Proudad: O, FMelm .Hall be located an both lean 01 truss, need placed ao their aentp 0: Mae .all ba l cared an Wilt µu•Adcrunrd 4w.r.rnrN cownld FRIItW SEO,i 1845.0 N.A. b. ff#W 1.-ny«nP-•-d• a. Camp,,,, has m e.ntrel "W and -«am« r,,, rWo.a.r Any I« Ih. LbrinMbn, h.ndr.m wNeMM mi Intrl.d..1,•mP sweet. 7. IN. d.dyi, N funi had wl W t. Im ON1.11on See ht d-dpee...t Were by 1hrTr.w p1a.Innnul. h•Cnolnd Wae4 T—, Illedli•, • «pY of -Neh.III le. by.CenpmrUa Us., W-. line. coincide wthioint aantanllnan 9. Dight f dla•to the of Plata In frtchm, iD. Far. hale dmlon velum of the C nsee ttm fMde, IMlantad by lha Plellz'.. •C*, . I.C,B4O. .n. 4211. R 11, The.Caropuuw. Net Ceatlan {Mete Ie Iodlcalettl the, mallet 'CN', the. daltlnntal 1181 In410o1m 10 Oe• (nateri•I 16 14 .All olhera era 20 tla, -,` _ .. I LUMBER SPECIFICATIONS 5-f0- B GIRDER TRUSS SUPPORTING 2B->6— 0 TPTG2/UBC94 SINGLE MEHBL0 FORCES GO LOAD OURATIOR INCREASE - 1,2S ♦ T I- X463 0 1- 0 w ff. -950 0 W 970 K3- -176 SIZE SPECIE GRADE PANEL(5) T'2• -46a B 2 2- ' TOP CHOROS; LOADING K 4- 970 2x 6 OF 02 it 2 TO UNIF LLI 32,0)+DL( 28,0) 60,0 PLF 0' ,0' TO 5" 10,5' VERT w 5, -950 BOTTOM CHORDS: 2x 0 OF 02 1, 2 OC UNIF LL 2GS,0)40L1 261.01• 526,0 PLO 0' „0' TO 5' 10,5' VERT LEFT 1724 PIG14T 1724 WF.OSt 29 4 OF STAND 1- 5 BEARING AREA REOUIPED (SO. IN) TC LATERAL SUPPORT <- 12',OC, UON; JOINT 4 2,76 OF / 4.26 HF / 4.06 SPF NT6 2175 OF / 4,26 HF / 4,06 SPF 8C LATERAL SUPPORT <- 12'OC, UON. DmIgn checked for 75 MPH wind load P C ESS7O�q C-5,526 C—a.5x6 C-5,54 2x6 w , m No, 33TO3 EXP, s/-30106 Nrvr 0I0L Q�`4 f OF CA4�F� cc o! ,o r. In It7, o OF/�, top1 2x8 r �1 ✓w No 4B0 —3x 3 Ox9.9 C-30,7 E; � _ - *sj��/Y�� Et��'�"•fpr`` �d �Y ' 5-10-09 77 ti3 3/8'` { I,11 / - TITAN TRUSS LP scale: JOB NAME! WALKER/JUSTFSON (04) ti Ver 6.0.22 n C O wAPldNda) Oetwr.J Notes, tdd. olMrwl.e holed FILE No.,, FG?R-5X2$—G$ •3S i' M4MOn-.I n.l...ne Wr bY. N1w+-.n.l ue kn .l lnw... Oe1 �i9n eletelnnrlb. loP end bottom Glarus to M Istw-11Y btked it :_, a,Ad- -d �.a1Mo e.nh.q« d- m b-1 .4N..4 M M 4-,r.l N.1.. -re 2'•O� o vnd N 12 0 o e 1MPecllvely. ' .. W -tibia. palm e.nwnwl-n m«n,+w, a, 2.4 ImPvel brldalna or I.teivl lining tveomme Pal: whne ebnwn 1 /� ft1�r ]. US..rip.wlan w.b Mley n.ra N111.I�M wh-. rMwh �, 4, ltwhtlellen of lrlM II TIM tMPon�Iblhly OI 11M IMDee1lVe Ceht alai ty Inc,RATE: /) / 76 4, Mbl-d 1. wr.d«M � —M.-roh «I.mv«M VM vwm.n.nl b-Ifti. B. I1MIan A.e mM It MIM ue la be u.ed In a rw l•CoftovWe nw(talYn til, CYmp��iTruC'i , I Mnl b. d.Opwd .n4 F -m -d In dWO,- •1 —010-ruvlw.. b" ere lot 'citymm condition' of I e„ C.e pNrv..rwm« M 1�0-- 1 (« „rlh Wd"i a. nMlan MbunM IItII.,bMtlrq et rIt YJpPelie afrown. etdm o! W«ltle If PEF, 25_j 'OE5. BY. IKCM 6N.w.Ir»da ►..nbdu-Naev.n-4�adl-.e""ia-,a nheeo.elY. 7. OMidn uarmM Meitwln dale.ae b ProVlded Int-,-..i.-vl.l.,,-M.I r1.w Loarolim h.'neb c: rItM mala b"lPk" I "v --#—t, .I,.,Aiv.-ALgMesdr+..IPbMwirl -IwIhIMSEOi-695176 -+d =- -4 « -wuilk. n d.de4 np,, OmIInI4PMlI,Iq.c.bI.Mihn.elloll debeleeWldvit.ehaetIelMdt nPaI I4nelebnnoItnteh tlt�uhxtlMM. ol lrU.. uM Pl.erd .o lM'Ir C-rltM-4.N.snn�.1 Ir �.--/ cnwhe.+.n+. d °.'"v'^ -'u' 1 O. For bvda dMlpe V.tuM of Il+e ¢omPl4rue f'Itle, IMloefed by the Prolix 7. ih!.dWpn 1./YMa,.4 euMM 1. IM eM1.il.M.e 11uw 4«IVwM I-th 'G'r.aa l.C.tl,0. 11.R 4211, - v11. TheCombuLtn Ne1.6eellon 1'INe 1. IndlobtedhY the Pteli4'CN', the �M918g�9 R"621/„�.: TO Mlh.Tnr..N.N IMIhrn.In']n.b+aW611,u..w,14tIJ1'.b fitly -0 dMlppetPr lltlI llMIa.IM 1p t1A. J'Iderl.l le 1/1 rAll elhe+.bre 20 pe 7 wMA, wN b. W-1.hd M Csmparv. Woe IgJM. LUNBL" SPECIFICATIONS TRUSS SPAN 23I-10.00' TP192%UOC.4 SINGLE MEMBER FORCES 00 LOAD DURATION INCREASE r 1,25 T 1- -215 0 1- 204 N 1- -290 N 6- -285 SIZE SPECIE GRAOE PANELIS) SPACED 24.0' D.C., T 2 82 6 2- 473 N 2 -184 M 7- 51 TOP. CHORDS; T 3- 137'',0 3- 478 N 3- -889 N 8- 394 2x 4 OF 0%BTR 1'- 6 LOADING T 4- -556 B 4• 0 11 4 31 N 9- -566 BOTTOM CHORDS, LL( 16,0)+OL( 14.041ON TOP CHORD - 30,0 PSF T 6• -257' N 5- 9s 2x 4 OF OIGBTR 1-:4 OL ON BOTTOM CHORD - 10,0 PSFN T O -257 WEBS[ TOTAL LOAD 40,0 PSF01 " 2x 4 OF STAND I. 37 9 05 PSP REOUCTI,ON TAKEN ON LEFT - 212 RIGHT - 581 2x:6 OF tit" 2 BOTTOH.CHORO, AXIAL STRESS ONLY. INT. - 079; 0 TC LAtERAL SUPPORT 4. 12'OC, UON, BEARING AREA REQUIRED" 150, IH{, 8C LATERAL SUPPORT 4- WK. UON, JOINT 1 .34 OF % .52 HF / .50 SPF .JOINT Al. .93 OF../ 1.44HF / 1,37 SPF JOINT B 1.40 OF % 2,16 HF / 2.06_ SPF DeslOn CheCKeC for 75 MPH WInd load ' Exp. C. 6-05-00 14-03-00 3-01-00 C -4x9,3 12 12 4 8.00 8.00 C -25x4'3 C -2,5x4,3 Cb Car C -2.5X4.3 OC ��. y 4.:00 � C-5149.7 j e n C -5,5615X3,4 'C-L5z3,4 C -2.5x4.3 4:501 4.50" 12 cv Q rn 'o -2.5X4.3 J 2 W 0.. C -5.5x14,5' .� x 6-09-12 17-0044 k F. 1-08 13-09-08 3-01-0 qT 6-1iiB Q- ^6 23-10.00 Scale; 1/B RHpVjDE FULL BEARING. JOB NAME! WALKER/JUSTC•SON 4412) TITAN TRUSS LP WAMING11 -.. .. osn iol Not.., union otherwise noted;.. Ver G.O. i,• - * -), nssd M e«,w1 Net. W W.rMnp• bst.. oeeshvotl•e et true... 1, 0nign to support load+ n +hewn. FILE NO,; x$C-'23-8/4 e5 -GO rte.- 7. gtr+dr .rhe ~Ion oo.l.ar•/ "" b..&A d of.$ G.nord Nat. and 2. t)-ign ---- the to and botto ^.ehord+ to be Iolerally braced *I Wrnb,a•b.fa. oon.lnrerlonoonr -le.. .o.o. and st l2'r0'e.c: neer. 'vel Y. ^w d 1•a aenYreden w.b hr..a+ MM w MM•d whore .h•wn 4. �. 2x4 Impptbt brldpltq'ot (s1er P{ blwl 9 reoommehded where shown + i GATE: 6/21/96 ° 4. In+tellelIon of Unm 0 the re+twmlblllry al Ihe 1roPeotlya eonuector. - 4_: M IN W loo• nsrwh9 .I.m.ds •udi. ompo-1 "prmn•nt booing, 6� Dmlgn assume+ utl+sm are to be lased In a nomeotra+IVe emvlroNnent, .mM as "gas d .d p.Wtd by dMgm• •1 eomplol. •Intdl... and aro for 'dry eelld I on' at user. REF.: 25-1. DES. BYl ''.�C a•m dritm wnoNWOMIbW,*toKj•„br•aMg. 6. rD,'n.. ume+ Full barinoata0suPpoll++hoWn.:6hImofwadeIf CI]STIp1JTi'.LIB 1E1C . G. Helod shot" b• rypa.d to any .mporont.1101 Nbooing.d b•l.r.-•.r. oomptels, MM N M U,M Mo.M •.ry lo.ds poasr lhsn dMgn 7,.. Mat. 0 bo W flod ono dui s,ofIs t vlded. p ...,;ental uNNuaptnq.InnrnnrM opwnnanhrn -- 9E0,: 918451... t .d. b. •epdd. My Wmpgl-I! IIS nslo ddenlO ze.1 Al at - the CahrPes utas. ale, irxlicatod b me i, food.b rw hM n• e.ntM.vr.nd wvmwl.: ease madly le<Ih. G 010 s h.0 bo o�j p enunl l,�cn of irusa, end faced so 11}56 Isbdo.tlon, hbndh,a, Mmol •rWM hdon of npen.no.:. 111, Falb I p �I Y ;Prefix 7. the• d.rsn 1.Yud.h•d ".m 1• th. am .00nv +n I.. dNgn• M 1•nh C ; see I C 6.0. R.R, 11 by 1M T" Mara ln.lnut+ In•enoing WOW Trussoo,1115.01', a mP f of 11. Tha ComPluv+ Nett Section Plate Is IIWI°tled by rho ruder 'CN'. tho -Nd, wa ba.rnd.h.d ar dmpWru• town r.yuM, dmlcnator 161 IfMlaalM 1 S ga. metalla) b used. All other+ are 20 ger, ,til 1 LUMBER SPECIFICATIONS: TRUSS SPAN 41•- 6,00' IP192iUBC94 SINGLE MEMBER FORCES OD LOAD DURATIONINCREASE • 1,15 T 1- 145 0 1- -137 '4'i- -204 M 01 -BB SIZE` SPECIE GRADE PANEL, 19) SPACED 24.0' D.C. T 2- 431 0 2-' 700 4'2- -96 N 9- -262 TOP CHORDS: T 3- 509 D 3• 1007 M`3- -1724 0,10= 208 2X 4 OF 1168TH 1-10 LOADING T 4- -1020 B 4• 1007 4 4- 2130 N11- x.1724 BOTTOM CHORDS:' LLI 16,0►dDLl 14,01 ON TOP CHORD 6 30.0 PSF T 5- -1047 0 5-' 700 M 5- -262 412- -95 2x 4 OF 0199TA 1- 6: OL ON GOTTON CHORD a 10,0 PSIF it T G- -1047 6 G -i -137 M 6- -GO N13- -284 WEBS; TOTAL LOAD - 40.0 PSFII T 7- -107,6 4 7- 077 2X 4 OP STAND 1. 3-11,'13 115 P9FREDUCTIO' TAKEN ON T O- 51)9 - 2X 5 OF /2 2r f2 BOTTOM CHORD• AXIAL STRESS ONLY. T 91k 431 710- 145 TO LATERAI, SUPPORT c-; '12'Oc. UON,, 8C LATERAL SUPPORT - 12'OC: UON. LEFT - 99' RIGHT r 99 INT: - 1354 0 .5' oesl9n 1leckedfor 7 MPH wind lo6d 41- 6 INT,..- .1354 Q 34'- 6,5' EXP, C; BEARING AREA REQUIRED ISO, TNI JOINT 1 .YO OF / :24 11F / .23 SPF JOINT 11 .16 OF / .24 HF ,/ .23 SPF JOINT 0 2,17 OF / 3,34 11F /''3.19 SPF', 6.06-00 14-03-00 14-03-000 6-0_ 6-00 JOINT 16 2.17 OF / 3,34 NF / 3,19 SPF 4.00 a 8:00 C-46 80.00 - 4,00 y 4 �• �OFESS/pN g.. IQA��y rQ�° C-2,5%4.3, C -2.5X4,3 Wv`S� Nm 337;13 C-2.526 G-2.526 EXP. 6/an/99 C-5.5%6 N Q�OFESsioyq� rqr'- of v I C-5 5x6 C -5x7,7 ' 3=.1 0-1,50.4 `� C -1,5X p,, d0%i/i1 �r, of ani 0 . lip I c-2,50.3C-2,64,3CD - X1:6 M,� } -2,5x6 ij! ,C -5.5X114;5' C -515x14.5 C -2,5X6` N0. 0>�C1 � � � C 01.3 ;1j! 11 04.50 4.500, - 12 12 �t„I 1811 y%-- AP i" r`c;ti1 tl �� I'� � ', 6-09-12 27-1 -OB L L. 1i-09-12 r�4C7 F U) 1, 6-.11-.08 13 -09 -OB 13-09-00 1i -11 -OB 4 OVIDE FULL BEAING, 41'06-00 PRR Scale; 1/B' JOB NAME; 4ALKERNUSTESON 169)' f r .:. ,. ''- TITAN TRUSS LP i� 1 1111rIYeMr.IMN••.-JWmA,/. MN+e•.1•Ir..NI•n Ntrvw, 7aiwr..a.r.alenr-M1riMNd,wMNM�waNYOwdMNN•na. FILE NOT3C-6+27't'6-4-8/� 5^a, its 71MnMfel ^nlm nee it. topuMbol�mahold•toMlatdakTyt Vai' 6.G,22'H 1, dslihla•Upportlood•HN.own, Ko4 of�'�� * WrdiyNlw •Ne1r.Ml.e srwr.e••,.. leas rr wy w.rNtiN,e.a-he. dwwn a• DATE,a� r 5/29/96 b.dq, 2'01 o.a,oM .1,17'•e'o.e,lsp-a1Hd T, 3 :2x4 Impact blldalrq of ioIlval blKl teaummidod wlgro slwwnl i 4: roll of lnn.lf the lsporwlbl olthe 1y •eonl rotor. � 4, NMa IN-rrNIM dfov-t. "h wt .n1M N a..Iv d w tv 4 ..+vw. 6 Itlollon ww t H•Un•• tflN•M •I. 10 (1. Ma� n for 'dry fond mn of uo m-io In. fgRCorIO.IVe enVllofLn^nt, i. ILI Cl7irlpUT- Ii�C: REFDES. BV: KOtt �+^-•rN�r. tN W1 M..►ro 6. .aeuma.lulLbeangata(oupparuehowp.eNmorwadoa4 [rgqeariflarv. .:19-1 rM - 4, of Maa d.r.M N vM•a 1. rry-e.pwwd we Ntr w iMr,r•.n rpl•r•, rdN M 11- d.4 C'M M•M t►Nlr 111•n a..IM 7• Mile. h.11bs ifieda: othloela r' 6, IMNet •MTI I.• N.aNed on bosh Iss o Wlded. 1nNa, and placed w Ilxilr cents' wu•n.oM N t-nwt- N C -u mn tr•n-+ / 1 M.a. N yva L ..q ..I.y,..e.d. 9,04,518 / a, C•ry.Mw M..w Nnlnl.vr rd ••r..q .r w*r-•ally fN M• IIm aolneldn w Ih I^Int a.ni.r IIIrNNrr. Br Ulpll^ Indlo•le 111 a1 Will., Inb>CM lq Complutrlr (1NeJlnale•lal bV;IIq - _ l.bdawn,il.rrq, rah:.d .n4 •r1••gl.n d nnr.nal•. $-918875 R 6/2L/9G TC '''"'fit'do i''d" "'t•q"�""'"N"N'lrniara..NINIn M M. Trvw rIN• MNnd•Y,•M•eY.1 waw Truw•. Poa41•r •spy sl - ID, Io1 F -la dslpn vdus prelly c.ae.I,c.e,o.n.n,421t, 111 The Oompl)Irin N.16 allon F1 'to Io Wifoled 6v tM Pro'Ix '.CII'. the .4""' �. IrdJ..dN o.•rdw y.a Nr,..l,. d.14 lot 1161 IMIC-Is 19 o••':molslo la Ir .All o1Mr• ore 20 as. LUMBER SPECIFII CATIONS TRUSS SPAN 41'- 6.00 LOAD DURATION INCREASE r 1,85 YPI92/U13C94 SINnLE MEMBER FORCES GD -Bp T 1- 145 0 1- -137 W 1• 204 N 0- SIZE SPECIE GRADE PANEL1 S) SPACED 24,0` O,C, T 2!-431 0 2, 700 W T 3• 509 D 3e IDQ7 F1 2- -95 M S. -252 3• -1724 N1B- 280I 4OP CHORb LOADING T 4- -1026 DA- 1007 N 4• 268 Wil- -1724 20 4 OF It1&bIY 1-10 BOTTOM CHXi', LLI 1B4OIiDL1 I�.OI ON TOP CHORD - 30.0 PSF T 5- 7047 0 5w 700 N 66' 6 O- -137 W -262 1112- -95 Be6• -60 N13r -264 2X 4 OF tl16S1111 1- 6 OL- ON BOTTOM CHORD r 10,0 PSFp TOTAL LOAD 40,0 PSF4 -18407 T 7• 1026 N 7• 077 T NESS[ 15 PSF REDUCTION TAKEN ON 2x' 4 OF STA!f' 1, 3-!!, IS' BOTTOM CHORD, AXIAL STRESS ONLY. T 9- 431 2x 6 OF /2 2,12 TIO- 145 TC LATERAL IPUPPPi_ 1' '2'OC, URN, LEFT - 99 RIGHT 99 BC LATERAL SUPP,011 +'" 4: '-= UON. INT, 1354 0 DeslQr, checiev. for 75 1 V; 110.19 INT, - 1354 0 341. 6:5' Exp, C. BEARING AREA RE(l1IRE0 ISO, IN) JOINT I 16 OF ( .24 HF / 23 SPF JOINT 11 16 DF / .24 HF / .23 SPF 6-06-0fi 14-03-00 14-03-00 - 6-05-00 JOINT 12 2.17 OF 1 3.34 HF' 3.19 SPF -, .:.. - ...,_ �...._. JOINT i6 2;17 OF / 3.34 HF tr 3,39 SPF 12 1a C-4 6�i4,00 4:00 Com` 8,00 � ' 12 4�e C- 4.3 C -2.5x4.3 QAO3.FESSIp C /C fr?� Q w� -a C -2,5X6 ti 1 0-2.56 33783 C-5,5Xb 6/30/9 C -6.5x6 � ' C-1:5]13,4 C -50.70-1:5X3,4 uSION 2 Q FE 0- O8 q? IVFo 1 45x6 C -5,5X14,51, G-2r5x4,3 C -2,5X4:9 10-2.5x4.3 J`If C-2,50 0.5,5X14,5+ O n1 e`t✓ (2)C-1 .5x2.6. TYP @ bd. 4,50 415000 3 L/6�( C1_3.1X/g� 2 12W p S0 1 1— --% Of u1^99 — 27-10-08 6-11-08 13 -09 -OD �. 13-09-08 b Ds II' ��---- -4 6 11x08 L E s �p ,� 41-06-00 PROVIDE FULL BEARING,II OF Scale; # 'jn JOB NAME,; WALKER/JUSTESON 'Ii f it (r i I t t J t I 1 i r+�i ( I1 •. TITAN TRUSS LP palnwi T$10-6+27+15-4-8/4-3 "'"d «w .� Ha». a w«+ .►.r«. e• re d+.n a w..•. O•twW Not.., i.Jm o11»rwlre rated; Ver @,0,22'N� 1, oe.lon to e�ppon lo.d... erbwn. to be I.la.t br.ced.1' 2' FILE NO.;: 7,.u4r rw—rhe e.ntr..rr*.r"bee%,ww M.1 a—.,Met-•rw 4 p* W.,*. e.lwa e«rin«dr »..wr». k••Aq Neardhe ,Awe irwn+, 2 0�e .AMM 1210 0o.�mpaotivdyJe �, 2z4 mp.cl Atldtllr ar I.Im. Ar.el reoomma 4r I.Ilen lrtneqq1.11+el aponelbtli of the re+peotl�/aeonlr%l0f. dad whe a shown t t ], ie7».wr•d«,rJ mirw 5 / 29 / 96 DATE: 4, M htrel l«» ruwt.w w.«rde aratr» r..y«.ry in4 ►r""•"'d e"d".. rrl. el 6, �. I�n ++.unm lrtnero V. to be tread In a norrcolfo. vo anis" moilt, ud uelor-.dry eoMltlen-'ol we rurnpOruS Inc P ..»INd•dpW sad y,.vNM lry ergrr el ».W.1•wrvaun. 6. U,«tan nei mm IWI bn.rbq tl ell arppo p et w+n, 6hlm o(Wedge ll' DES, BT' erre erv. "0 " r "' • p• •fir 1«.ud . e Inn' PEF.:2s I KCM f, MehM.A.WdNgMdl•«ry»•O«•Av eHlrYl wepnw mptw rw N ro d., M,red hMe �e.tr thn:d.dPt , leNnre w» .. ••Y »•«y 7i Umlen aelenee .denWln drelnpe le pi tams, , p 8. plelro +full be los. ed an tmllt acro of t!lne .rvl laced .0 lhdr eerily �Ir.r., ruuzAertreMn rrrerrnut "eo»+ntn et•nw. SEGO .hey N.pM•dU rM »,r�rtrd, 90� 9 ., C.,.y,drw rr.,r..•rn�•+•'^e...ur»a. r+w«rn■tr 1«rM Iwne.thn, h.,tl, wdra,•d r� Y,r...tl.n N »,rq«.rd.. Ilnm colrrclde with �olnronrtter n. tllotlelndle•le.ee of Pt.te In lnal»p 10, (or b»Io drrinn v.hw» et IM ComPulrtr r7.te, Indlo.ted by tlt. Plellz -. 1. 1nN dwrpl h luta,rre uM•» to tM Irnherhr«.n tw» 4•apr wh l«Ih 6/2.1/96 TQ Webe1•e.nelelnanvleIn11 r111vv Trrree ,Nl��t're»rye1 1) l The CorrmPW No, flool oriIr�fn,td by the Plellz'CN', ltle dminnnorHellndla.la.lGo.,m.tw.n.ueea.nnolMr••r.son.. LR -918876 R trNrn rt M luriN W C.•wdd« rn.n r•e�».t. '- . —. .. .... LUMBER SPECIFICATIONS 41- 5- O DUTCH SETBACK 6- 64 0 FROM END HALL Tp192/UnC94 SINGLE. HEM3ER FORCES GO LOAD DURATION INCR[ASE • 1;25 d T 2• 549 B 2• 664 H 2- 1229 H 0• ]37 ' SIZE SPECIE GRAM PANELIST LOADING T'3• 545 0 3 52 H 3• 744 N 9- TOP..CHORDS; :. T 4- 219 6 a•. 211 H 4• -015 410• 2x 4 OF /ICBTR 1- 0 0' TO A1' 6,0' PERT T 5• 210 D S,- -150 H'5- -263' H11- ^ BOTTOM. CHORDS: TC UNIF LLT 32,0)+DLI 20,0)• 60,0 PLF 0' 2x 4 OF J16OT0 1- O TC UNIF LLI 52,0) ULI 45,51• 97,5 PIX 0' 6,0' 10 35' 0' LED6 6• -702 0 6* -36 H $• -995 WEBS: BC INIF LL 014nLI 2L3)• 21,3 PLF 0' 0' TP'41' 6.0' VERT T 7- -705 29 4 OF STAND 14.0.Mr D- 30 2x A OF /2 'A +.5, 7e a TC CDNC LLI 190,7) 1111.1 I66,0) - 357.5 LDS It 6' 6,11' LEDG 254 TC LATERAL SUPPORT <• 12'0C, UON, TC,CONC LL '190,7)tULI ISOM- 357.5 L115 0 35' 0' LEDO TETTLEr• 21 94 P RIGHT 1•e OC LATERAL SUPPORT <- IV= UON T11T. 2230 0 20'- 9,0' OC$IOnOcckedfor 75MPH wind load 1111, 1.779 D 34'-10,3' EXP.C. �Q�r, 0Nq� 'BEAf11NG.AREA REGUIREO ISO, .IN) JOINT1 ,77 OF / 1120 HF / 1.14 SPF Q JOy�s Fpm JOIHT' n 41 OF / 63 IIF / 60 SPF JOIHT 11 3.39 OF / 5.23 HF /' 4,90 SPF ti Q, 'INT 12 3,57 bF / 5,51 ti / 5,25 SPF <? 4080ro DINT '14 2,05 Or / 4,39 NF / 4,19 SPF � 6-06-00_,_,f 14-03-000=01q-12 13-06-15 7-00-05 �• AXP. x,.31^g'a _ 4.QU'.1�12 ` a,00.�i2 -4X6 12 12 T , a LATERALLY QRACE TOi17oF DIAPHRAGM�e,00 400 . ' ' 2X4 MED BRACE PEbUtPcD, C=3zi1,9+ C-2,50;3 � C -2,5x4,3 C -5X14,5+ C-1,50.4 C-1,50,4 %14,5f �OFESsin C-5 r l + a 1 2X4 DV 111 137.2 (.EDGER TY P. wOp tj, K/ CD Vile 1-2,510,1. w 0a o' No. , -2.5xG C -1,5X3,4 '� 0 E5C-1:50 4 C -2,5X6 m 's C=5X7,TlSI c-3><!!•9 ;C -5x7,7151 f; � A � 1 L -07 41 -Q6 -OO PROVIDE FULL BEARING, U00 N►kElBHALKER/J - - � TITAN TRUSS LP. USTESON (01 . - anrlN41t a • I Cml p.dnn m the lop. n r+atlkd, 0. / FII.s NO.` ISR^414 f40t, mdww Ne.... «M.INr Nad► •d 1.t+.1w � .Town., � 1 I � � � r ntid im OtrwJ N.I«.,,d Wmb,d. bil.•• a•nNNNMI, N Inw..., 1. UnlYn to auPPpn fonds "nd hollom aMtd� to be I.Ilaellybl.ptd .4 Oan.r.l Npub Imlm. oll+envld • C W. bM«• «aNiVNl.n o.,em«,c«, O.nw•I Nd« w)a 7•,oA o,e. n, et 12'-6' a t. `mPro11vNY.. �taa,W«d.n NA M,ay mwl,I.11.la.a na•ri �n-P tr j. Ia4 mP.Pl bridtlbq p, ld tv. hr,dbII? rxemM atree .ky onf ecta 1 i 5/21196 4, indn 1.11-n BI L,n. 1� Ibe U•pongbpll of t;b rmPmtive am lotinf TATE:4.iHIB.4Ar«,d.IMt.1., it �tl.a•wtoopim:-lk-A-4, 14.5.1.hm.M..Ill"".Np,pbaln for drvopnmvanNirobn)lknt. l. CgmpuTl'u Inc. pr.vla.e by i«Ip,w .l aempl.ir NaMu.� 0:.1,niYn :iiurk). 1,0bellling at'KIN'lo prl, -I dwd, S1,Im of Wedge 11 DES, Bill c.M,«Pta.l. t/INad bn .ap. RBF:i 25-1 Ail 6, N. Jird .MWA M •PPHN it«.y1.4,l Np..IIN.ab.nno .lkd 7, l)non�.iiwnn rdagirpin dinln.pp 1. MtiU1dad. UNtn N• «,aPlx•, and if' m n.,•llwJd •N b.a P«I• ImN, 4Wp, 6{. 1.1M dWl ha Ipcm nl on holh Inch of nw., mrd PI.Ced +o shelf genlar umlul,pN«,al Irbvr.ih,n 4orw,nra na1rN OED,i N.dib .W.41. Mr am"wo". Ilnea spinp a Wllll �nll,i eerllpr linin. 7 a. di".. b t wit -,.& - ad. .w «rw ".n+b.n1 fe, Ob. pl hl p t,IYIr. IrMlekl�Ir� lit01.1.n lnthea. (101057 Irbd«II t-&ina:+alPT•n •N 1r`.I.a P.n.l «n,r•n«l.. 1d. ja h..la dN1Y1111 vain. of I�vi CpmnUNu. IM.Ia, irdipnlcd by Ilu Prlkllt: L 1Mrd.Jdn 1.lu Je,«1..4,1«i ie lh•tmNal.m .ninin dddn•«I:Isna C',IM LC,ILU. nd14211, R-918874 R 6/21/06 TC by Iha INt. NIL I a NN• a'U. yp Wttd Irv«..; lilt I1', • ••P1.1 11. TIM Compulro. Nat Slkclion Main in Idlepled b lIM Mellk CN'. the ,1- .4todbTo ilt..4 Mil'da.lYrt.lo, 119l lydlealM IN.OP.nom!NI.l Tr U/ld. All phial. milk 20 an. LUMBER SPECIFICATIONS TRUSS SPAN 41'- 6.00'' LOAD DURATION INCREASE - 1,25 SIZE SPECIE GRADE PANELIST SPACED 24.0" OX..,, TOP CHOROSI JODINAME/BNAL' ER/JUSTESON (Ot081' 29 4 OF 116BTR 1-10 LOADING BOTTOM CHORDS: LL( 16.0)30L( 14401 ON TOP CHORD - 30,0 PSF A 2.8 4 OF /SCBTR 1- 7 OL ON BOTTOM CHORD - ,10.0 PSFN YEBS: TOTAL LOAD - 40,0 PSFN 2X 4 OF STAND J, !:-IA. 14 N$ PSF REDUCTION TAKEN ON 2X 6 OF 02. 2, 13 BOTTOM CHORD, AXIAL STRESS ONLY,. TC LATERAL SUPPORT 0 12`OC, UON'; BC LATERAL SUPPORT <- 12'0C, UON. .„ O�di.l"m" M NemMla uerl N Ismponry .rrd psrmMMl bby dMan-.el..mpl-.-MM", NOTE: Truss not symmetrical -.CO�IIRUTrUS hICI Orientation as shown. - BY! REFr12S -1, DES, BY: C 6-06-00 14-03-00 _ 14-03.00 6-06-00 C-4 6 px 12 C -2.5x4.3 i" C -2.5X4,3 X8,00 B. 00 TPIS2/UBCS4 SINGLE MEMBER FORCES "'00 T 1- -17 B 1 17 N 1• -290, W B- 124' T 2- 273 B 2- 647 H 2- -135 N 9- -595 T 3- 341 0 3- '844 H 3 -1420 N10- 550 T 4- -BBB B 4- 590 H 4• i94 Nil- -1431 T 5- -793 8 5- -25 H 5- -150 N12- -398 T b- -793 S 6- =247 N 0-. -159 M13- 236 T..7- -426 0.7- -7 H.7- 595' N14- -209 T ,0- 711 T 9- 297 TIO 7 LE1'T 150 RIGHT 142 INT. a 1178 0 INT,'- 1435 0 32' 2.i' BEARING AREA REQUIRED (SO, IN) JOINT ;1 .24 OF / .37 HF / 35 SPF JOINT i1 .23 ,OF / .35 HF /' 33 SPF JOINT 12 1,86 OF / 2.91 HF / 2.77 SPF JOINT 15 2,30 OF / 8,54 HF /' 3.35 SPF DOSIOR checked for 75 MPH wllld load. EXP.C, '+1 I 0x6 12 �,/'' AL 12-3x6 X400 Ci 4.00 ��C-5.5x 19.5 C-5 5X6. C -5X717 C -i.50.4 '0• N,50,4`l 44,50 40% 12 1 M o� f2 C-2 5x4,3 C -2,5x4.3 C -2,5x6: '7p -2.5X6 L C-5,5x14,52,�_�_Z,S[Lpe C -5,5x14.5 �6 09-12 25-04-06Yp 13-9-a 17-06-0B--- 41-06-00,' K )PROVIDE FULL WARING, $, / TITAN TRUSS LP JODINAME/BNAL' ER/JUSTESON (Ot081' -- FILE NO.:TSC�/{ 1-8/4 .5-40* .wAMIN1001 - 1, P..d W Oq-rl Neth and wM�g. baler. inn-NaIM .f /nx-w. 2. Wald. aeMraa.r +t." No Mvid of .10-" N-1- wid 0enalelNub.,unln.ollx:rWitrrholad; 1. OMign to.uPpart load, Ps .hoWn. 2, Udlpn aaaumn the tap MM bottom Phardl to to latxally brecal at Ver 0.0,22-14 6"21-y6' Ma annorM WaMlnwtilos oMNMalfen e.mm-wN. a. 1.7 mmpr.wiM w.b bradnp mIM b. a-taa.d Nh-. ah." t. t-ad,p.: 2••0 a•o, and .t l2'•O'o.o, nPM;IW fro; o alioyln + + 5, 2x4 ImP1•t brldOlrW at IeiMn� hrecl rneelh.1.lad N. Co 4,;n.talfallon of Irin.•IM InPan.lbl�iy ollM rnPaetlVo gont� 6MIgry to be In Itan{afl nlVa em fonrrlM7l. M GATE' .„ O�di.l"m" M NemMla uerl N Ismponry .rrd psrmMMl bby dMan-.el..mpl-.-MM", 6, N.gTn it at are U. ■ and ere for dry Condil1, n' of tro" full.trall I4 Wed W, if -.CO�IIRUTrUS hICI - BY! REFr12S -1, DES, BY: C mpu v r•�p.%wy 1. .on bmoln0• Ce NumN n. 4 Ne J.WM dNa,p..d 1. My."inint.11.fl-Mb-*§Md o, Anlpno.wmn QW.II.uppWj..IQWn.Shlnr {?nen.ary. a74ant. I. to III 7.- 9,1 84 C3,. L 'tJ I. -M-. M1 poanplm Md al n. It- hould My food. "to, ihM d.Wg. toad. b. p+N le My eom 'Nnt. +len of trw.� eiM pletad ra tlplt eenir•r 0, [lot. a.1UTn .. olb C S,'InWr .. I , In ed on.b Ilrre..ealncldewth alnt eMrtnrinn, I aw.n.cn.+na 1rmr.,Innt1 Eo,nlliflolaR-�• SED..; - M d. Campos -TN ns ooMrol ey d..w,mw n rwM-.lily lol lh. n", e. CIWIl1 (rxlI.W..1.6 aI Pieta In Icahn, by - IaMk.dM,hMdr.i•MdpmM1 Me Mrwlle,r 1 o.mponMla. i, 1N• d.dpn N /urV.hw1 -rbl" la to aMl[U n on 1-doddna Nr fonh Ina" k,'llr.tlny W.dd.1M...., IIIWOt', a aeliy of 10, Forbade design Vdtun al Lha CalnPglrri. fi.te, Ihdic.led the prefix C', a- I.C•B.C; R.R• 4211. 1l, TIM ComPutttn.Nol. Sxllon PI IN Ia Indio. od b ,.the prefix 'CN". Ih. _. by th. SMM M.I. hloh -111 No larNrn+d by e.mMdn-wen iow•-. I. u.a0� All atfbn roe 20 go, deslgnefor I1 BI Indlcetn 16 g0. WIN IN q t FORCES USS SPAN Ailm Oe1.25 LUKBfhi SPECIIICATIONS LOAORDURATION INCREASE it , W N IA2x SIRE SPECIE, f>rAOE PANEL ISI SPACED 24,,0 O.C, SPACED TT1.92/U367 0 69 9. -402 T 3- 429 0 3- 042 N 3 1591 N10. 397 TOP CHOROS; LOADING T 4• -972 B 0 036 N 46 247 Wit- -1627 2x 4 OF #ISBTR i-10 LL( 16,OI+DL( 14,0) ON, TOP CHORD'- 30,0 PSF T 5- -942 B 5- 397 H 5- -213 W12- -342 MTN CHORDS: OL ON. BOTTOM CHORD -- 10,0 PSFN T 5- -942 B'O- -339 W 6- -119 x113- 263 4 OF 11SBTR 1- 7 TOTAL LOAD - A0,0 PSFN T 7- -776 8 7- -f01 N 7 760 Nf4- -205 WEBS: w5 PSF REDUCTION TAKEti ON 4 3-12,14 BOTTOM CHORD, AXIAL STRESS ONLY. T B- 636' T B- 6362x T 9- 39A 2x 6 OF 02 2, 13 To- 107 TC LATERAL SUPPORT <- WOC, UON, LEFT • 123 RIGHT - Its 6C LATERAL SUPPORT <- 12'OC, UGH, INT', • 1270 6 6'-11,5' NOTE: Truss not S}mpetrica INT, • 1395 Q 33`« 6.6' Orientation as sbpWn. 6EARTNG AREA REQUIRED 150, INI 6-06-00 14-03- 1 4-03'00 6`06-0Q .00 JOINT 1 20 OF / 30 HF / 29 SPF, JOINT 11 .1B OF / ,27 HF / ,26 SPF JOINT f2' 2.04 OF / 3,15'HF / 3.00 ,SPF JOINT (6 2.23 OF / 3.4. NF / 3,26 SPF C-46pas1911 chocked for 75 MPH Wind 194d 4 Exp, c 12 `C -2.5X4.3' C -2.5x9,12 3 9,00 8.00 C-5, 5X 14.5 C-2,526 !2C �� A ©4,00 -'3x6 4.00 G C-5,5x6j C -5X7.7 . + C -f,50.4 C -1,5x3.4 4 ,50 1 3 m 44.50 �Qt� 1 C -2,W. C -3x6 C-2,596 m 5X1C-2:5x4,3 5 ,4,5 (2)C -1.5x2.6 tYT' C 2.x6 C-5,5xf4,5 N j w%ws ge L -- L or h-99 -i2 "-Ub-o6 23-11-00 1, q as Ai -O6-00 $1 PROVIDE FULL BEARIND' �e+ e Scale: i/B'`5a TITAN TRUSS LP JOB WANE, WALKER/JUSTESON I#SOA1 '` tc>•a x+, ', Celwr.1911 t, unlet natant X4,22 TSG -41^S % 4.. 5-40 * WAlwlwoa: load$ a. 11 nwd ed a." N.I.WaNnP•^1abU— W 2, opsin assumas It" IVp3 and b ttom cMrde to be letotally braced at 1 -0 -d -Al ba MAeM .l et awur.l Nal.. end mPoollVnly, �®1 FILE ND.; t. e.Id..,d.'akne 21.C� a.c,aru�at.1210'a,e, wsndntl• bl.. a.nar-ali.n mmm.ww: a, 2X4 Impact hlldtllrq or letme� braclrq r000mmandad whwa shown + + �. U the InponeibllllY al the rospwtIyeconitnetor,a; t1G OATEI 6 21/96 2' 1•amp..d.n w 1,bvtdntl mn.l b. 1W.ad wh—.h..n 4, Intlpllatlanof It1ne AN 1.1" lwa tWWIns YNs-d• ud, s. t.mpwe.y oral p— --�t endnp,. N,. Da.IpedInarl n --tae ate for oIte:DES, vea7ylromenL�0��`�5'�,mud r�4 b• d•doned end P -144d by eedpw:bl wh0s's plaauts.and mas 101 ba lin co rvd. • w w no I."snobany la Audi bndno� 8, Desltln assumes IWI be-rlrp -i SII hu.p pedwn, 6hlm or wedge 114REF,t E 25-1 BY: lov 6, no bad ,heuh e. apPR.d Ia.rY aempnn-.t uMe eItw all bnd-tl and nnY. Oasltln taumw adnquete dralnepd is pfoVlded,f.awl—:-1 MI. wld.1 a. tl-.hM�dd wry ked' 2nei. then d..lpn If'letas .hall m IocUo.1 anbath laces of trust, and Planedea IIm11 center--wucluelp, [te•raamM aowmlYaucA.. SED., lg 18452 k•d• b. yqe a l w,y e•mw-.n4 line• eolnclde With joint cantor Ilnn. wwm. as r•Ten-hasty la th. a. DIOIta Indicate a to of Plate In Inahn, e. a.npulrw h I a•nhol ay. and I.brlwtl.n,l.Ms-s, .NPm mp 10, ,. P Y Phe preljr I 10. orb - dnlan R.n. al 1. CnmPulrin FNaleedjtldlcnted berg 10 dspn•, hmd.hd. kld 1. tM soon. an w. dWan• a Isdh. ll, Tib CompUt,Lv Not Hocll- flat. is ltMlcdeA.bay the reliv'CN'the arvw•, I.m n I -FY dgipn-lar 1101 Ir:2leelas l a 0-; meleflal le tte , All ollun by Ih� True Met• In-hm. h'�asl-ap Whoa i by th. T pas; t b. 11a•mpmrw.W.b rTan ,� .. �.. i �' ... .. � —;, ' r i:' .. ', r � ` �.: ,.. ,' '. �' i .. �.. i �' ... .. i i � �' '� :' ', i � r i �� '. � '' .. �. ', .� .. i .. ., .. � � �. r � -. � I ,. . �. �, �., ,� :. �. ., . � - '. i' ,. ,, � �. i r � 1, c �� . �� - .. �. � � �. � � _, � � i �.. i' �. .. � i � i i .. is �. - .,.� �� .�, i i �. i �. ��' _ i �. i i . i i. d 'i �' �' �, '. y _ i .. �. i i �. 7 �� .� I.. is i � � i. ,. � �.,. i__ ..,.. ,� . .. is s ,.:. ,,. _.. _..�.. ... . � � �.... ....: , , ., . �.�.., ... ... ... __ _ . �., _ t-. ��.. — _ _ _ _ _ `"�. ? 0 eLu" iva A0009 Spedfic . 1wo.ordWov'"ll vibed for & U0011 i atiovu, C040, &%Ut the UatioDrA This act of plane and apeoftmu= MMTUO lugt an tho job at all Umos taid A �A unlavilAd to jowP, any changes or alterations on same witholA ___q Wxdtton POV=8810n, from tbO Department pf�lvbmo Tffnrks. ComV of Butte. TALLE DESIGN 206 BRIDGE.MEET ProvIde approved aaabing at all ex:tozot YUBA CITY, CA 95991 "alnd'S�VPICZL PH: (916) 674-1670 i'Et I _r,T, a . ....... 41. -, --,- L -t- Ma F 11fl:-V N-1:11 liftt#` �1__ T -l'. -TE -E. 4-R I f. zf; X 43 .. - :21-0 Ivrail to be 36 in nigh with ............ FMI �H I itermedlate rails to bd not _J_ H± aver In. 80art. AMAZ per 'RONT CLEVATION PORCH 5LAB TO BE DROPPED 8 INCHE5, TO, ACLOMMODATE PROPER FLOOR' VENTILATION Aq PER Vonwpcir ML 801, MM 5ECTION _2311.12 OF,UB.0. 4r rzvddo approved sparX arrWWr 5TP CONXTION OF 'HIMNEY 5HALL COMPLY W CHAPTER 41 E51 OF 1qq4 U.15.6. 14 Z 12 SPE=L ROOF COVERING REWRED CONCR TE TILE POOFi El 7 U1 CONTRACTOR!514ALL PROVIDE ATTIC VENTILATION A5 PER 1505.3 lqq4 4' eEcTION OF UB .6, d-_ - =11-1-4-T71 JUI 12 1114� F �] - - 1, '. 11:1 -- '11-- - :f- Ii - Jrf� 1� -.. I 11 --- -- - I 4"-L ---Elt -- -1, - -.`:.-..fl-- --- - -, - 4 %J TOP PLATE TOP PLATE SCALE 1/4" =11-O' ------- DATE toi-O" DRAWN FIN FLOOR Jy__Tj TI JOB NO. ... ......... FIN FLOOR IR16HT CLEVATION 0 6ARAGE GO L� Q 0 X: U EXTERIOR M r= EL OVATIONS SHEET A/411 V-0` Al /0 SHE '. _':. i � � '. i � i ,� _. g. .' i (?XI2 0 2A3TR 5 16 F=IEV ISIOINS, Pit I Ln ROOF PITCH 4:12 at12 P-00 DZI2 PR IRS 5, 4:12 RZ PIX AGX OR,00X PT5 0 OVERHAW-55 NITH bd o b" 0.6. - E06E5 - FIELD GPX OR 0513 ROOF SHF-ATHIW7 NITH 6' O.r.., - EMES Od 0 12" O.G. - FIELD . ........... T TALLE DESIGN 206 BRIDGE STREET YUBA CITY. CA 95991, PH: (916) 674-00 LU L x lu v X2 #1 DF ool F. bX12 41 D.F v Z-- t--- A �2 64E. UT FOR ATTIG E4 ffOR41A LEY FRAME rYMAL HE FIXE -0-OUT 20 GHIt FOR INEY 12 TRU%/EEAM 6ONNECTION r2 4d2 ROOr 'PITC ....... I HE, ViH :PA \P -OUT )LE,HOi 4 I' I r,f " FOR 151 �,I, 'P L g -ww —H D -OU N IFOR Lo'-' A I'( 4,12. OROS IL 7- Jj qz < ---J LJ 7F. Z., rN LLI= CL 1� R No �1- IV X OLU L NM 10 SCALE= I/4r a V-01, DATE: L Of=IAWN Tl JOS NO'. ==EZ, M 'ColiNTY TPV59/PLATE I GONNEOTION 0 'NG DEPP LD1 A 1p Q V RooFfl!RAMINC-7 PLAN, 1/411 OP sHr=Ers L ` • : ftp i : is } i� r , I _ 4 , f { r r i : : r , I ` r : ftp is } i� , I : I _ 4 , r r r , i �. ' ' _ � i, �� i 1 ,, — 1 '" r �� _ � '' {{.. L, ." _ � �, ` it �� c i 1 Y �' `.: 4 `, � - � i 1 ,, — 1 '" r �� _ � '' ,. r . ' �, — L, ." _ � ,, r, �. c i Y �' REvisioNS FRAM TRUSS/RO I N6 NOTES ROOF 5HEATHIN6, - ROOF 5HEATHIW9 SEE ROOF FRMC7 PLAN - SEE ROOF FRM61PLAN rr r ji TRUc_6ES,,5HALL BE BY TRUSKAI_ �OR APPROVED EbUAL, PE -516,14 AND FABRICATION OF TRUSSES SHALL CONFORM To THE Iqq! UNIFORM BUILDIN6,CODE, TRUSSES SHALL BE 2x $0410 BLK6 2x SOLID. BLK& Tr Ibd TOROI 3 L AND CORDAW-,E: KTH. U.B.6i SEC SHALL , DESIC7NED FOR HIND LOADS IN AC _T10,4251I.AT"TENTION 16d FAGENAIL FROM Ix VALLEY SLEEPER BE 61VEN To THE pRE-5WQE ( OEFFICIENTS FOR ELEMENTS AND COMPONENTS (91VEN IN, 5-16d PER BLK DBL,2x Top PLATE JACK RAFTER To VALLEY HITH 4-10d PER CONN THE U,13 TABLE 23-H, 3-16d PERBLK DBL 2x R TRIMME - SLEEPER TYPICA I L 2, LUMBER SHALL 02/13TR C)OUCLA5 FIR (GRADE AS REGUIRED), OR POST � SEE ROOF FRMr7 PLAt4 _fl -CARRIER BEAM/HEADER OR DRAO TIE SEE ROOF ROOF 5HEATHIWo VOTH 2 x JACK RAFTERS a 241 or, q, __1_ FRAMIN6 PLAN' DO @ 41,0C SHTro To 3'. TRU56 5PA6.1145,5HALL BE AT V-01' X OR V4" Or, AS REQUIRED AND TRU55E5 SHALL 13E PREFA13 TRUSSES 0 SLEEPER, vNED FOR THE FOLLOViINry LOAD5:REFER TO TRU55 CALC5 FOR LOADS DE51C -15E5 0 PREFAB TRI)S 24" 06 hITH SCISSOR 5 TRAP TIE ViITH EGUAL ,HoRo; 16 P.S.F. V,L, 130TTO CHOP 10 P_%Ft'm,' Top r M 24.4 O.G ViITH scisqoR TRUSS OPTION 5HOM1 TRUSS OPTION 5HOM DASHED NUMBER OF NAILS INTO PLATE AND BEAM - SEE : b 10 DASHED 21-011 5TD ROOF FRAMIN6 PLAN PREFAB TRUSSES @ 24" or, OR 2x RAFTERS NOTE-. A. BOTTOM CHO RD LIVE LOAD NEED NOT BE APPLIED coNc.VRRENT HITH SEE PLAN DBL 2�x TOP PLATE SEE TOR PLATE 5PLIGE L SEE PLAN BEAM /HEAI?ER - SEE ROOF FRI 10 PLAN NOTE- FASTEN STRAP TO BEAMPRIOR TO PLACING, q;24' or, -SEE ROOF FRAMINO PLANS TALLE DESIGN Top C�Mr- 'LIVE LOAD, E CALIFORNIA. FRAMIW5 OCC B. IN AREAS "iER *Z5, THE TT;Ur55,MFR.SHALL SCHEDULE 1 H3 CLIP @ EA TRUSS/' PROVIDE FOR THE ADDITIONAL DEA D LOAD or- THE CALIFORNIA FRAMIM ANY POINT LOADS FROM SUPPORT OF THE CALIFORNIA FRAMIW5. PLY EM, �H3 CLIP 0 EA TRr_G/ Top PLATE CONNECTION �H ROOF 5HEATHIM CONT 206 BRIDGE STREET YLIBA CITY, CA 95991 SHEAR PLYHOOD - TOP:PLATE CONNECTION 0,17, POST - SEE P05T CAP, - SEE PBL 2x TRIMMER UNDER CALIF FRAMINO 4. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ALL TEMPORARY BRACINO PURIM THE SEE 5HEARKALL 2x STUDS @ 16" Or, ROOF FRI-16 PLAN ROOF FRM6 PLAN OR POST - SEE ROOF I" PLAN SEE ROOF FRM6 PLAN PHo (916) 674-1670 BuILDIM GOINEITRXTION, TEMPORARY BRAGIN& HAS NOT BEEN DEVONED 13Y THE DE516NER, SCHEDULE 5. ALL TRUSS DE -5161,15 SHALL 5AT15FY THE REWREMENTs NOTED IN THE TRIY_,S,NOTES OR IN THE DWIM5, EAU TRUSS DE516N SHALL BEAR THE VNIET 5EAL AND 516NATURE OF THE CONNECTION TRUSS/5MAM CONNE CTION 15EAM/10LATF. CONNECTION CALIFORIN A \IALLE%r TRUSS MANUFACTURER'5 DEVON EN(51REEk THE 5w6;INEERE;HALL 13E 0JRRENTQ( RE-615TEREP AND 516MED 5E TE SHALL BE W13MITTED TO TRUSS/FLATF. (D=4HEAR 11-0" I 1 -01! Ill 11-o" IN THE 5TATE OF CALIFORNIA. Kau SEALED THE DE-VeNER AND 15UILDIM DEPARTMENT FOR APPROVAL BEFORE THE TRU55ES ARE TRANEER 0 TOP PLATE SHEAR TRANSFER @ TOP PI_ ATE 111 FABRICATED. 6. 61RDER TRU55E5 AND SPECIAL TRUSSES SHALL BE DE516NED FOR REACTIONS OF BEAMS E,N.TYPICAI_ 5" or, - PLYKD TO 1BLK(5 OR OTHER TRU%C-1 AND AXIAL LOADS AS REGUIRED. THE TRUSS MANUFACTURER SHALL CONNECTION 5 MANU L I AN I-OCKINC7, BRI06IN6, ETC, THE TRU5 FACTURERSHALL PROVIDEA L H 55ER5, CLIP5, 13 ET T THATARE REOUIPED, INSTALLATION OF HARDIIARE SHALL BE IN ACCORDANCE HITH THE MANUFACTURERI5 RECOMMENDATION, HARDNARE 54ALL BE TO RESIST ALL LOADS FROM TY � TRUSS MANUFAOTURER5 DESIC)NEP TRUSSES. 2x SOLID OLK6 ROOF 5HEATHIN6 SEE ROOF FRMO PLAN 5.P. SEE 2x 5LK(5, BTVqN SHLARKALL TRU55B/RAFTEP6 NAILINC7 OF L30TH PANEL ALL OTHER NAILS INTO a, MECHANICAL EOUIPMENT LOAM SHALL BE ADDED AS SHOW ON THE ROOF FRAMINO PLAN. SCHEDULE W A35 cLIPS EMES ALOM, THE 5HIPLAP STUDS, PLATES, AND BLK<5 EACH END JOINT 15 REQUIR I ED WEN 5T BE RAILED THRU THE cl, LATERAL BRAOINe-, SHALL BE PROVIDED AS 5HONJ ON THE TRUSS MAWFAOTUREI;�5 DRAHINC6. PLYHOOD BLK(5 B" EA TRUSS. E.Nj a ALL CLIP o EA BRACE/ 2x AMLE BRACE KW, 565MENT MUST MEET BRAOINe OR EMINEERED FULL PANEL THICKNESS 10. THE RATIO OF UNSUPPORTED LEMTH TO THE CRITICAL DIMENSION (11d) SHALL NOT EXCEED 50� FOR ANY MEMBERS, PROVIDE ADEaUATE PERMANENT BRACI�* REOJIR.ED To MAINTAIN SUPPORTS AND CUT AN 11"xll" VENTILATION HOLE EX ALO -46 DRA6 TIE BAcKIMPL CONNECTION KALL E To W,Ibd BRAr SHEARAALL BLKC7 - TYP OF 5 00 PEGUIREMENT5. NOT NAIL THRJJ THE THI AtIOORSPAN RATED TH15 RATIO AND TO PROVIDE STI\BILV. THE C F PLYND IN ENTER 0 TRUSS TYPICAL PER ENDNALL 6ROOVE I AND/OR TONC-UE CHANNEL 6ROOVE SIDIWZI II. TpjUS5Es SHALL COMPLY cOMPLETELY VOTH I.C.B.O. #001, MAY Iqbl. I BLKO STRAP TIE 0111TH EGUAL NUMBER OF NAILS INTO Or PREFAB TRUSSES PANELS THE PANEL. KHEREE ARE DE516HED (NER-124) 12, I L16HT METAL PLATE CONNEGTOR15 �HALL COMPLY V41TH THE REQUIREMENTS OF UNIFORM PLATE AND BEAM - SEE ROOF FRAMINS, PLAN I OR RAFTERS AS EWINEERED 51-leARVIALLS, N. PER 5 LL E, HEARKA SCHEDULE - ANIOLE NAIL WILDINO CODE STANDARD NO. 25-11. FULL PANEL THICKNESS INT0,5TUD THRU THE FULL 15. -7NATE5 A DOU13LE 2x TRIMMER OR SUPPORT UNLESS NOTED OTHERN.I$E 0 DESIC PREFAB TR,US5E5 0 24' Oc, 2X 50LID BLK(5 BTNN TRU55E5 ViITH 5-16d 0 DBL TOP PLATE PANEL THICKNESS EA %KC7/PLATE CONN t t :20 BAczme PLATE KITH NOTES 1/811 CAP BVIN PANELS EX DBL 2x TOP PLATE --- _T 3 j6d F -A sIDE,op EA.BRAGE 1. REFERENICE; A64 CLIP MAY BE OMITTED APA DE-516WCON5TRUOTION (SELF,,6A1)6IWzr6Ap) R,00f�/CMLIN& FRAMIN6, NOTF-5 SHEAR PLYNOC D5L 2x TRIMMER POST - SEE FROM BACKINry PL TO TOP PL IF PLYND IS GONT ACRO55 THE Top PLATE AND 13TH CHORD COMMERCIAL MIDE - RESIDENTIAL AND WO BY STUD AS CALLED.FOR HHERE OcGUR5),D5'EE HALL 56 SHEAR H 2x 5TUD5 0 16' or, OR ROOF P" PLAN A.94 CLIP a 246 06 ENDKALL AMERICAN PLYHOOD ASSOC INSHEAWALL SCHEDULE I ALL RAFIERS, SHALL BE 2xb 02/13TR DF o 244 tor, UNLESS I NOTED OTHERN15E. TRUSS TO TOP PLATE 2. OVERHANO NOT: 5HOM FOR GLARITYi 2. ALL rEILINry J019T5 SHALL 13E 2xb 02/13TR DF 6 24% or, UNLESS NOTED OTHERN15E. FLYIND 5LKi5v 5TAN, TRUSSES !RUSS/FLATE CONNECT ION EINMNALL 5RACP FANEL EP6F. NAILIN6 3. BEAMS AND HEADERS, SUPPORTIM rEILINC7 OR'ROOF LOADS SHALL BE 4xI2 #2/13TR DF (��ORANTIE cEM CTiO 0 E N 3/4" 11-01 3 Ill 11 -al UNLE55 NOTED CTHEMSE, 4. AT LOGATIONE 'MERE DOUBLE JOISTS ARE USED AS r;ARRIER BEAMS FOR HIP5,FURLIN51 OR RIDGES, EACH END OF THE CARRIER -015T OR eEAM SHALL BE BLorKEL) (APPROX -32" EACH M-0, LATERAL BM61M SHALL i3E PROVIDED BY sTpowmrKE, AND/OR 10 LATERAL TIES FROM THE TOP OF THE CEILINO JOIST TO THE TOP OF TfIELARRI ER JOIST OR BEAM OR J015TS FRAMIWv INTO THE CARRIER AS SHONN, 5. THE CONTRACTOR SHALL 13LXK EACH END or- EACH BEAM (FULL. HEINIT) To PREVENT TYPICAL FOR ALL ROTATION AND LATERAL DISPLACEMENT PER UWSECTIO N, 230b.1, BEAMS AND DM13LE JOISTS, 61 THE CONTRACTOR SHALL PROVIDE. ATTIC VENTILATION PER VE36 SECTION 15053. T�OTAL VENTILATION AREA SHALL EGUAL 1/150 OF ATTIC AREA, 1. ALL FRAMIN65 RARDKARE SHALL BE SIMPSONOR EaUAL. ALL FRAMINc, HARDIA-AREcrHALL N INSTALLED PER MANUFACTURERS RE60MMENDATIONS NITH THE MANUFACTURER'S FASTENERS, 8. ALL JOIST HAMER5 SHALL BE U26 UNLE55 NOTED: OTHERhISE. cl. AT MINIMUM, ALL CONSTRt$CTION SHALL CONFORM. TO THE "CONVENTIONAL FRAMING PRAGT16ES' NOTED IN CHAPTER 2326 OF THE M4 UNIFORM BUILDINe COVE. 10, IR DE516NATES, DOUBLE 2x UNLSS NOTED OTHERN15E. SCALe As 5HoM DATE 05-03-q( ;, DRAWN KV / BB JOB NO. -T sHeE Ad"MINk 01=1 SHEETS