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HomeMy WebLinkAboutAPPLICATIONS & MULT DOCS - 08-00396 - Eagle Park - New Shelter0� gEXS URC o + e . C I T Y OF REX America's Family Community Building Permit ISSUED TO: PERMIT #: -0800396 NAME: City Of Rexburg FOR THE CONSTRUCTION OF: Eagle Park Shelter JOB ADDRESS: 490 W 4th N GENERAL CONTRACTOR: City Of Rexburg This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved ISS 08/21/2008 1 Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of NOTICE! on the premises during construction, 2) The permit will become null and void in the event of any deviation from the the building beyon� the point indicated in each successive inspection without accepted drawings, 3) No foundation, structural, electrical, nor plumbing work shall be concealed approval. No structural framework of any underground work shall be covered without aaoroval. INSPECTION CARD BUILDING Date Annrnvari E l. Layout 2. Footing 3. Foundation 4. Framing 5. Final 24 Hour Notice and Pena.. ' ` required to make inspection? ?-nu.; , frnents For'lnspections Call 359 - 3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION 4SXBU r CITY O FAWk fk REXBURG 00396 rt ` it C _ Eagle Park Shelter • '•, s ,e' America's Family Community COMMERCIAL & MULTI FAMILY BUILDING F 490 W 4th N 19 E MAIN, REXBURG, ID 83440 208 - 359 -3020 X326 PARCEL NUMBER: �M36 Y (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# :1 1s based on the lntormation - must be accurate PROPERTY D 1A/ y PHONE #: Home ( ) Work ( ) Cell ( ) OWNER MAILING ADDRESS: CITY: STATE: ZIP: EMAIL FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( Work ( ) Cell ( CONTRACTOR MAILING ADDRESS: PHONE: Cell# Work# CONTACT PHONE # CITY STATE ZIP Fax# EMAIL IDAHO REGISTRATION # & EXP. DATE How many buildings are located on this property? Did you recently purchase this propertyoNo Ye s (If yes, list previous owner's name) Is this a lot split. NO YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjur I hereb certif that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the ap 'cation or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. / / I / / 0 ' T Sign e of Owner /Ap 'cant DATE Do you prefer to be contacted by fax, email or phone? Circle One WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning lanua;P4 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear** 2 4** 0 0 Building Safety Department City of Rexburg 19 E Main janellh@rexburg.org ID 83440 www.rexburg.org Phone: 208.359.3020 x326 Fax: 208.359.3024 Y �QEXB�IR lO '6 U 0 C I T Y OF REXBURG Americas Family Community Remodeling Your Building /Home ( need Estimate $ Y 00 o SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Second floor /loft area Finished basement area Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above grade)Area Z Water Meter Quantity: ' Water Meter Size: Required!!! PLUMBING Plumbing Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: Email Fax FIXTURE COUNT (inclu&ngroughed fixtures) Clothes Washing Machine Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $. (Commercial Only) Required! Signature of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho L, r EXEMPTIONS FROM STATE REGISTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.lbol.idaho.gov /cont.h= ❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary Employee of a US Government agency (State, City, County, or other municipality) ❑ Public Utility doing construction, maintenance, or development to its own business ❑ Involved with gas, oil or mineral operations ❑ Supplier doing no installation or fabricating ❑ Contracting a project or projects with a total cost less than $2000 ❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code ❑ Any type of water district operations ❑ Work in rural districts for fire prevention purposes ❑ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construction of a building used for industrial chemical processing per Idaho Code ❑ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Jor, I 6 rc Print Name 0 Co f u ins i a,G� n ° c o ./Q vw-V ,, 6 �e. OL \AA �✓� eer @ for G �fe v - Cid9V +e q�,Fnn AUG -14 -2008 02:40PM FROM -BMC WEST REXBURG ttttt■ 00 f+*V 08 356 - 3299 42 T -160 P- 001/003 F -731 M R ' POWER TO PERFORM.' MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676 -1900 Re: 08021 -08 Fax 9161676 -1909 The truss drawingi,) relbrenced below have been prepared by MiTelc industries, Inc, under my direct supervision based on the parameters provided by BMC West -Idaho Falls, 10. Pages or sheets covered by this seal: 82 that 829048158 My license renew.si date for the state of Idaho is August 31, 2009. � FN p� G\SI aQ Q `v �0 FF9 12c� August 5,2008 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use ofihis component for any particular building is the responsibility of the building designer, per ANSI /TPI -2002 Chapter 2. AUG -14 -2008 02:40PM FROM-BM WEST REXBURG 08- 358 -3299 T -180 P- 002/003 F -731 uoc - - -- 7r95s Truse -_ _' -_' - -Oly Egnfialrer' 08021.08 A3 SCISSORS 79 1 R20040167 dMC WEST ppAMO F - LLS) IDAnO BALL:: I © nc D 402 n ( nU .. 090 f Jul 22 2008 M,Tox Toj(l Indu.trles, Inc, Mon Aug 04 1'33:30 2006 Page 1 143-0 .. .le a•0.1 T If7 -�_. 3 p.U p r.21&ILI mo NffiA' !ul. • 1 a I a full mum X ° -- - '' 0.9.16 ?I? 11aO nae la fX. 3 -1: .. O- �: 1�. -9- 11. -2 -1 z1 ... ._ - - •• - -- -- - -- LOADING (pat) SPACING - - _ - - - -� --. - - - - - -_ 2 -0 -0 CSI DEFL in (lac) Wall) Ltd PLATES GRIP TCLL 35.0 Plaluslncre,lea 115 TC 0.35 VerlILL) -0.22 TODL 7,0 I >980 380 MII20 1_umoor Incr•r»o 1.15 DC 0.52 Vort(1'L) -0.36 I 1 X645 240 197/144 9 C LL 0,0 Rop Slrean Mir YES WA 0 84 I1orzITL) 0.27 F n/a n/a ACOL 7.0 Code IBC2op f /1'P12002 - (Matrix) - Wlnd(LL) 0.11 I -J o6us 240 WalghG 88 Iv LUMBER -- _ �- .._ -_ - - -- - -- TOP CHORD 2 X 4 SPF 1850E 1,5E BRACING 'rOp CHORD Slruclurel woos sheathing directly oppllod or 3 -0.13 ac purlinti. W X CHORD 2 x 4 SPF 1550E DS 3 X 4 SPF Snud /Sid BOT CHORD Rigid ceilill direct e_pplieo or 10 .0.0 oc brac MITak rocommand: that Slabilizors and rnqufre0 cross orbcing In I innlullod during truce efdction. In accordance with Stbblll2er REACTIONS (Ib/aizo) 8= 100810 -5 -8, F= I Ii89 /0 -5 - �fli)illlFlll ➢(t,t!t -- - - Max Horz 8= -90(LC 6) Max UphftB=- 270ILC 5). F= 70(LC 61 FORCES (ID) • M4xlmun7 Conlprosslon /M•Idlmum Tension TOP CHORD A -8 =0/35, B -C= 28£121580 I;_D =_21101388, 0 - E= 2110/382, E. • 2862/494, F - -0/30 130T ChORD 8- J=- 500/2538, I- J= •509 /i!, -12, H -1 =- 3821542, F -h -• 382/2539 WEBS 0 -1 =- 202/7402, C -J =01167 I H= 01187, C -t =- 741/278, E -1 =- 7411207 NOTES 1) Unbalnnced roof Ilvd 100e have linen ecr,•:Itlere(;I for 11116 dan)gn. 2) Wind: ASCE 7.02; 90mph; TCDL= 4.2psf IIODL= 4.2paf, h = . Col. II, Exp C; enclosed: MWFRS (low -rise) gable and tono; canlllevor left and right exp000d ; Lumber OOL =1.33 p +9110 Orlp DOL -1,33 3) This Yuen has been desgnod for a 10.0 ,,•If bouoln chord live load nonconoufrent with any olnor live loads, 4) Bearing at joint(s) B. F considers parallel Iv Drain valuo using ANSIf Pl 1 angle to gram formula. Building doslgner 411a9W Vbrify capacity of coaring surface. d) This tfuas 1s aosloned In accordance will. ale 2003 Inlornational Building Coue soctlon 2306.1 and refaroneod slan7nrd ANSI/TPI 1. LOAD CASE(S) Slanaard Y WN9CwllyG - VWjjy are- gq» ya+runora:. rrrl rr A&Edp NuTLT1 CW 7rrraAND Ule'I, VDED IW IAK NiyAj 2Ys/tn'r +A Du.l GL MlA %r %b bffUNti t1�'R3. an vaAd for 6SU only wpm eny,r 1:unnnclo� , nQ ae >Ien Is Oo1ea only �POn pararrelor; mown ona IS for an I n0vnOwl 4,ddln0 e.- pon.m. A or of rot s Of orlo l r+clramenlo^ m mb.., 11 11, •VI a110n Or COlnpal1vr11 Is r0SVerlllblllly Of leV,Idd1Q da I AMl - 1101 IrlrSa :9•ni() erOCl ^U 1hOwn f elar0 c+.rs1YU11 OI indlvla•rril NOO mOMba.1 )1113- ACIOIIIun01'1mP6Q1V 1+rOCin➢ 10 iL••I V 11OOIIDy O.. comin+o vu 11 Ins roc o aroc141. Auuyonol permdnanl Oihelno of the �, ioroll aruauro a Ise resporimblllly of Ina owJQr%g aeuaner Fa ponwr i G rUiaNlly of Ins _..,. anrlcaPOn. ynay conl7rOl. d U(3a. Q -11-4. • n coon ens p ➢..x941ua redoraln➢ Solely Alformatlon �vOlatve IrOm ryOCn . - ans„II AN51 TPI1 valtN d1er1 - D� . D-09 0114 OC311 Dulldinu Compone^l ro�ri -_ -, - _ . -.. Tf�S• PkaIN I, n tails, 563 DYMarPO MaaloOn �I �3`P+ C 7•r %/ Gfd -ADA -N Uri., Will 109 August 5,2008 AUG -14 -2008 02:40PM FROM —BMC WEST REXBURG Truae TruasType LD �08 � 021 -Ofi A301E GABLE �.._ - BMC WEST ( IDAHO FALL IDAHO FALL',. ID 834D2 • 1 00 ' - -- • - -- 10•D•o 08- 356 -3299 T -160 P•003/003 F -731 Qty PIY ._] - awe e .IU I 22 20p MITe - -- -- - -- - -- -- 2 I 828046158 7 060 s 0 11 8 0 WlanalL_ k lnduatQ6a, Inc. Mon Au0 04 16 :1331200H Pagel IifO•D 1•n -D 4,4 Mii:o= I� {lITR1A1�11 ri 1 x414 2D 11 I c.. M-7D �� Mb2D 1 b.4 Milli 11 >.x w*u- M MO20 � 1 u,J MI+RO 11 �(n( Ulfanls ( 10 3- 0.0.3A -- - - - -- • •• -- LOADING (paT) SPACING 2.0.0 � CSI DEFL - — - -��^ •— � - -- �- - -- TILL 35.0 Plateslncfe•.,ld 1.15 n Qac) Jtleh ua PLATES GRIP TCDL 7.0 TC O.U9 VDn(LL) -0.00 M ll /r 120 M1120 Lumoef Incruaae 7.75 SC o.03 Ven(TL) -0.00 M n/r 120 107/144 HILL o.o Rap 8Iress III, r YES wp 0).0e R,)1Tp12002 Haz(TL) 0.00 L n/n n/a BCDL 7,0 Code IRC2( _ — _ l Matnx) Wnlghl:78la LUMBER - -- -- - --• -- , TOP CHORD 2 X 4 SPF 1650E 1.5E BRACING — ROT CHORD 2 X 4 SPF 16501 1.6E TOP CHORD Struclural woo4 smoothing dirscny applied or 6 -0-0 oc purbna. OTHERS 2 X 4 SPF SludiSld BOT CHORD Rigid coMN d,rocll app or 10 -0 - o oc bracing. Mi rek recomnlerlas that SIaDIIlzefs and requirotl cross liracing bn •� inetallod during trues erection. In accordance with Sldblll2ar REACTIONS (lb/size) B= 207/20 -0 -0, R- 1'17/20 -0 -0, S= 106/20.0.0, T= 195/2Q U -0, U= 100120 -0- Ino)dllOtaq gygRo" L=207/20-0 -D 0 V= 194/20 -0 -0, Q =106/20.0 -0, P- 195/2(7 0 -0, 0= 199/20 -0 -0, No16A /20 -0.0, Max HarzB=- 81(I.0 5) Max UpIIhS -54(LC 5) S-- r 5), T = -71(LC 6), U= -75(LC S), V- -64(LC 5) 0= -66(LC 6), P = -72(LC (i), 0- -75(LC B), N= -53(LC 0), 1.= .60(1.12 B) Max GravB- 20%(LC 1), R= 1 ; '(LC 7), S= 204(I_C D), T= 195(LC 1), U= 199(LC 9), V= 1B4(LC 0), Q- 204(LC 10), P= 195(LC 1), 0e199(LC 10), N= 184(LC 10), L= 207(LC 1) FORCES (lu) - Maximum Compraasion /M,,;<mtum Tension TOP CHORD A -15-0138,19- C -45133, C +li - 59/50, 0 -E =- 58182 K• --6324, L- M =0 /dB , E -F =- 50/116, F-12­159/1145, 3- H=-50/130, H - = - 59!96, I -J=- 59140, J-0-59/25 BOT CHORD B.V� u -V -0/96, T -U -1.,96, S•T -060, R•8=0)90, O`R =0106, P.0 =0 /oe, o.p =0196, N•0 =0l96. L - =0198 WEBS G - R = 149/0, F - 176/94, I: •T =.168/69, D - UG7 70/19, C = 162180, H 0 I P--168/B9, 4 - 0 = 170198, K - N�- 162 /a0 NOTES 10 Vnbuloncea roof live loads have been coa This doaron. 2) Wind: ASCC- 7 -02; 90rnph; TIC131.- , 4,2psr, IICD1.= 4.2psf: h -25n; Csl II; Exp C; enclosad; MWFRS (low -flan) gable and zone; canlilovef left and riohl exposed ; Lumber OOL - 1.33 pl,u., grip DOL -1.33 3) Truss designed for wino loads In the plans, .,f the Iruss only. For Studs oxp08e4 to wind (normal to Inn lace), soo Standard Industry Cable Eno Detailo as applicable, Of consult qual.lnld building doalgner no per ANSI/PPI 1.2002. 4) Gable fequlros continuous bottom chord I uanno. 5) Ga01e 6luds spaced at 2 -0 -0 oc, 6) This Ifuss has been doalgned for a 10.0 p 1( bottom chord live load nolleoneunenl with any other live Ioads. 7) '/rile truss is designed In accordance with we 2003 Inlornalionai 6udaing Coad section 2309,1 and reference(] standard ANSI/TPI 1, LOAD CASE(S) Standard - a,.,.rmr vorr/N dwlyn p.rndneYe, . w,rr rt,«,I N4j�2fy 4a/✓ •YWIS AMU jnf( LL Olkr .6b YYJC![!i1'ii/ftSNC'2YACie M!� Y lesF Dutldn valid ror �[e only �„In MRec connrelor. ne e l .,ian Is D:.,ua only on camel V rt, Me:. AppiICTDiery o1 aulian ornunlen arld a P v oh .now•n. grid a ter an , ndl• Wual pvllainil r= .mponogr f P+ P••r : ,•nIr AQalnonol Ie ol�nm dl C mporC 4ml a re>pon.loGltY or ero D�Ildind ae[lan�r -na1 Irus: ao-Idner. arocLgl Mrnvn I, for 0l. Al dIp 11onol pan F- or n nicinani, Dfac wpb In. nlr. AamporGry Dioclnd ,o Ill Naomi, comma ronoruallan n the resporo,Dialy of Ilia aol. gad1 pn j. 117 blo 01 Imo :,atoll Jruclore Ii P1M re,pon,ioylry of the D daMpner• For Vvnerol Owaun -s redarain(1 tobrlaolian. quTAN Control. 41 r000, oap� y, e• •,•:110,1 ona p1Tern eonwlt ANSI Lh Ov(]gy Crneda. Oli0.a9 onJ ACS, Building Camponenl 501a1y Inlo m4allon ovwlaDle 7 /on1 Ti,a, Plain ir..m�l 593 I) not( Drive. Mmpon. wl - lV. 109 August 5,2005 1u-JII :f II i �n M,4ro r, ri 1 x414 2D 11 I c.. M-7D �� Mb2D 1 b.4 Milli 11 >.x w*u- M MO20 � 1 u,J MI+RO 11 �(n( Ulfanls ( 10 3- 0.0.3A -- - - - -- • •• -- LOADING (paT) SPACING 2.0.0 � CSI DEFL - — - -��^ •— � - -- �- - -- TILL 35.0 Plateslncfe•.,ld 1.15 n Qac) Jtleh ua PLATES GRIP TCDL 7.0 TC O.U9 VDn(LL) -0.00 M ll /r 120 M1120 Lumoef Incruaae 7.75 SC o.03 Ven(TL) -0.00 M n/r 120 107/144 HILL o.o Rap 8Iress III, r YES wp 0).0e R,)1Tp12002 Haz(TL) 0.00 L n/n n/a BCDL 7,0 Code IRC2( _ — _ l Matnx) Wnlghl:78la LUMBER - -- -- - --• -- , TOP CHORD 2 X 4 SPF 1650E 1.5E BRACING — ROT CHORD 2 X 4 SPF 16501 1.6E TOP CHORD Struclural woo4 smoothing dirscny applied or 6 -0-0 oc purbna. OTHERS 2 X 4 SPF SludiSld BOT CHORD Rigid coMN d,rocll app or 10 -0 - o oc bracing. Mi rek recomnlerlas that SIaDIIlzefs and requirotl cross liracing bn •� inetallod during trues erection. In accordance with Sldblll2ar REACTIONS (lb/size) B= 207/20 -0 -0, R- 1'17/20 -0 -0, S= 106/20.0.0, T= 195/2Q U -0, U= 100120 -0- Ino)dllOtaq gygRo" L=207/20-0 -D 0 V= 194/20 -0 -0, Q =106/20.0 -0, P- 195/2(7 0 -0, 0= 199/20 -0 -0, No16A /20 -0.0, Max HarzB=- 81(I.0 5) Max UpIIhS -54(LC 5) S-- r 5), T = -71(LC 6), U= -75(LC S), V- -64(LC 5) 0= -66(LC 6), P = -72(LC (i), 0- -75(LC B), N= -53(LC 0), 1.= .60(1.12 B) Max GravB- 20%(LC 1), R= 1 ; '(LC 7), S= 204(I_C D), T= 195(LC 1), U= 199(LC 9), V= 1B4(LC 0), Q- 204(LC 10), P= 195(LC 1), 0e199(LC 10), N= 184(LC 10), L= 207(LC 1) FORCES (lu) - Maximum Compraasion /M,,;<mtum Tension TOP CHORD A -15-0138,19- C -45133, C +li - 59/50, 0 -E =- 58182 K• --6324, L- M =0 /dB , E -F =- 50/116, F-12­159/1145, 3- H=-50/130, H - = - 59!96, I -J=- 59140, J-0-59/25 BOT CHORD B.V� u -V -0/96, T -U -1.,96, S•T -060, R•8=0)90, O`R =0106, P.0 =0 /oe, o.p =0196, N•0 =0l96. L - =0198 WEBS G - R = 149/0, F - 176/94, I: •T =.168/69, D - UG7 70/19, C = 162180, H 0 I P--168/B9, 4 - 0 = 170198, K - N�- 162 /a0 NOTES 10 Vnbuloncea roof live loads have been coa This doaron. 2) Wind: ASCC- 7 -02; 90rnph; TIC131.- , 4,2psr, IICD1.= 4.2psf: h -25n; Csl II; Exp C; enclosad; MWFRS (low -flan) gable and zone; canlilovef left and riohl exposed ; Lumber OOL - 1.33 pl,u., grip DOL -1.33 3) Truss designed for wino loads In the plans, .,f the Iruss only. For Studs oxp08e4 to wind (normal to Inn lace), soo Standard Industry Cable Eno Detailo as applicable, Of consult qual.lnld building doalgner no per ANSI/PPI 1.2002. 4) Gable fequlros continuous bottom chord I uanno. 5) Ga01e 6luds spaced at 2 -0 -0 oc, 6) This Ifuss has been doalgned for a 10.0 p 1( bottom chord live load nolleoneunenl with any other live Ioads. 7) '/rile truss is designed In accordance with we 2003 Inlornalionai 6udaing Coad section 2309,1 and reference(] standard ANSI/TPI 1, LOAD CASE(S) Standard - a,.,.rmr vorr/N dwlyn p.rndneYe, . w,rr rt,«,I N4j�2fy 4a/✓ •YWIS AMU jnf( LL Olkr .6b YYJC![!i1'ii/ftSNC'2YACie M!� Y lesF Dutldn valid ror �[e only �„In MRec connrelor. ne e l .,ian Is D:.,ua only on camel V rt, Me:. AppiICTDiery o1 aulian ornunlen arld a P v oh .now•n. grid a ter an , ndl• Wual pvllainil r= .mponogr f P+ P••r : ,•nIr AQalnonol Ie ol�nm dl C mporC 4ml a re>pon.loGltY or ero D�Ildind ae[lan�r -na1 Irus: ao-Idner. arocLgl Mrnvn I, for 0l. Al dIp 11onol pan F- or n nicinani, Dfac wpb In. nlr. AamporGry Dioclnd ,o Ill Naomi, comma ronoruallan n the resporo,Dialy of Ilia aol. gad1 pn j. 117 blo 01 Imo :,atoll Jruclore Ii P1M re,pon,ioylry of the D daMpner• For Vvnerol Owaun -s redarain(1 tobrlaolian. quTAN Control. 41 r000, oap� y, e• •,•:110,1 ona p1Tern eonwlt ANSI Lh Ov(]gy Crneda. Oli0.a9 onJ ACS, Building Camponenl 501a1y Inlo m4allon ovwlaDle 7 /on1 Ti,a, Plain ir..m�l 593 I) not( Drive. Mmpon. wl - lV. 109 August 5,2005