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Home My WebLink About029-100-036Y 029-100-036 PERMIT#96-102AG RG, Bryce &Jill 2 1120 ruitvale Rd., Richvale 1120 F Ag Exempt Permit-Tractors & Equip 029-100-026 _ Pernvt499-002', Wehah Farms Inc. Comer of Broadway & Midway AGE MPT PERMIT -Paddy Rice Stora e W;�w; Y t 08/11/2009 06:54 5308951409 RAR ! , ctwrr et en t'"Muaq ;. RswtY:rle,I,em D. A, MMOBtRO and JOSIP"M MA1481go, his wife OIAA ra OSOAI.►Aot7tSTONt aHd tt�tsl, rlametopt Ali wire u t•;6� /Sunt RO • as to atH and rld•e 1 7 interest aAd DONALD 5 MANOBI1t0 fNIY NAaOnenmve vire as Jetts fenaete, As to an ,'.•r IIR�Ai{Ir1P1,�.b1t,SR5)!A6 Coaatrd IUTlI . Sub at Caaramt% dr.eind n. !eltaaal +3' A portAea of Lot 061 of Riehoeiv colon NO 2 the masa to r laid daam wn and esavo si0!'1hsl�rDED�^"a OW thor%at, tiled In the ofrios of the R•aotder or w County of Bueto, Stata of CallrorMa, January 17 1910 in Beek •6a of HAPS, at. page 93, i ..s and more particularly described ♦s fellows: Beglerdnf at a point an ttw O%Mh bou'nd•ry of •old Lot -663 aim- �� tole tlurson Mast 215,99 root from the Seutheeet earner of said ° Let 801 thenve Horth and pArellel •rah the Maet line Of said y Lot E63 a dlatanam of 112,0 feet to a to Int chole. M•mt mnd ;`. pArellsl to the South lino or said Lot 961 ad I atamc* of 194.021 7"1, fmatH thence South mrd .yell•! to the k•at lima or said Lot f 1 ;Y; saidaLot.96 osat themee�EApt alongoth•pa "' lln�e efaonidlttee d6) + 1 •' 5 A 416tAnes of 194.02 tett to the potR of beRlnnins AM con- 1 tainlnir one -hall 11/2) acre, mere or lee., 3 610EPT1NG TIEh"ROM the•Smrth 10 feet lying rlthln the bounty i 1 iK ddr!ms of County Raad. r JJ r • .;Iro] , 'Ir 90 1 '.iti � u.l^t. 2'ereh 11, :955 rA�+��,��/��•/A L� ,.r..��1,,•N+u��/p� ' •,� { I •I �n ar tA1 ,na"t 1 • ' /ft�ltc �� " - �T ••ti•• w'�/t,...1. ... Jaa,,w.+.r/a •Jr .. /ar a..nan',OwIMq i 7119 ' , •� H,• •'11,1.41 I,: h �. .1 � , PHI. i ::*� I .....,rrwwrpr...rZ,ra..Jww.$. M< w,.�r... SII(��•Cro�•�N/1r TfTLr•Cu r :�. ,1,..rM..IwUI.aI M,Far,rMa^wr...�.Ir,.4tiY1V wr OQi a1�Di7� 1 i ' � v.w..i,►.,arW r ,.R/ /'/�f ,,,IL+.;,nL.l,t F.,S'nA ! ,31p Etkll`M, t;lt KuYe',y'?- IJ SQL; Alw a.,. I rye f,�d �kp �=. •v... •11--1 ww�l�a; Wv�+r ��i•f!l :.tea` i':IC :Ij it'll:.'e�u,t al;c, w•� r�•e a.. ..I �" �.�Iti 1'a!iill t�4i,IQN:11� pit w�(� r.:.. „ •,oa .:-..... ..._.T,�^wool.,. Qt11Llr( pr11JIUla"ta"^1•ATJytamr'r-gait ooT'1mr7t'A"11wr:a ' r. e1via ) A�"' ce QA0 •ar�.arnw. el Gln •-.. �. �..Au: rr ^.'1h!Y' , �� trrtr PAGE 02/05 51 08/11/2009 06:54 5308951409 1 11,4. N., [iYarNIJ 91107-2 Linn No WHIN RLCOROfO MAIL. 10 MR. &AIRS. ARM, W. LUNDBERG MR. ERIC D.•LUNDRUG P.O. AOX 701 RIchwssle, CA 93914 RAR 11,15111 culir�LCECGRjs er f` o v;•.:.I.° IirLF CO. Oil AN 28 rN Ir 20 cnlloW J. >rlANI& CLi111I-KCOAOEIt fE 87-15471 C PAGE 03/05 MALI TAX STATEMENTS 10. DOMIMENTARV TPANMR TAIL LMtM -eit Above .�.cos"IWbaw.Ike to.wlew~arWa6vederaawt� -WON I e.OR Grantees at avtux e ..... Cw�q.IM fYOM tENdwMMll M �tMN �t IMN w wi11�1O/wOw tww al fYA el- qiI' _ AP /029-10-0-013-0 & 029-10-0-036-0 -' s +.+l�r� �+�y�.p.."WA w �r"lrm .. Ad Va Rev -T t a -row GRANT DEED' ',� pro FOR A VALUABLE CONSIDERATION. ratslipt o1 .thKh h hw&f "nowtedsed. DONALD W, WANGBERG rS INEZ WANGBERG, husband and vile and LOWELL 0. WANGBERG & IDA WANGBEIIG, Itusmm and wife j 008bv GRANTISI to BRYCE W. LUNDBERG dC ]ILL C. LUNDBERG, hl *ww &W wife, as Community Property as to an undivided 1/2 interest end ERIC D. LUNDBERG, a single many as to an untlivided 1/2 interest MIa and imam v In Yw Caw of / utineaporated am.. Colmar of Butte . Sim of CMlfinela. Q -m itw • SEE LEGAL. DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF pp el'1 David Mang rg, a Mar er , his Attorney • n act ✓ d OmsL_._ A i RAIL ar Gllwaawt ��_ 1r ooutln a� _.� a a. div afz hoes me. rte.tlealaw" a kmq Fleas In ane lar axle slam pw. .w.w eeeaawa .iIONA.4�P...Lt?._u�i9�l6Bf,�B, . . rwawlMl nwp.a p aw fw VarM w aIa on rr flaw d MMatatb► aMewsl b fw M /orlsisM ~ Am*61 Y/ara ewmilbW to taa ~ Ina1MIMa am aWlowled d b we "W aawl.an*p a.ac.Aae @101141111111L saloon L amv.T; 1ra1 occlatll ,r!L allTt/EteM/haae Haet/+I�MaIIt" one 41114, seam "WW owl . WVWW f`'I._._ CALL/_._ too: Ia/atl MAIL TAX STATEMENTS AS DIRECTED ABOVE L 08/11/2009 06:54 5308951409 RAR PAGE 04/05 f2 4l6:SCRIPTIONe j All that certain real property sttuate in the CoUnty of Butt* BtatG of CalifOrnia, described as follows@ PARCEL to Lots 863, 864, 818. end 849 of Rlchvale Colany.No. 2, as.the seals. are laid down and numbered and designated on the Map :hereof, filed as of record In the Office of the County Recar6er of the County of Butte, State of California, on January 17, 1910, in Book 6 of Mpps, at page 9S. EkCBPTINC tNEREPROM the,Southerly 30 feet of Lots 663 end 866;.aa' described in Deed from Butte County Savings Sank, a corporation, to the County Of- Butte, recorded March 4, 1927, to Book 117 of Deeds, at Page S3, Butts County Records. ALSO EXCl:PrtNG THEREFROM a portion of Lots•063 and 864 of Richwale• Colony No. 2, as the same are laid -down and numbered and designated on the Map thereof, filed In the Office of the Recorder of the County of Butte, State of California, January 17, 1910s in Book 6 Of Maps, At page 9S, and more particularly described as follows# BEGINNING at a point on the South boundary of said Lot 863 distant , thereon 'feet 580 feet from the Southeast corner of said Lot 8631 thence North and parallel with the Nest line of said Lot 8630 a dlstaace of to0.7 feet'to a polntt thence West'and parallel to the South line of said Lots 863 and 864, a distance of 208.7 fest thence South and parallel with the west 14ne of said Lot 863, a distance of 208.7 -feet to a point on the South line of said Lot C64/ thence Bast along the South line of said Lots 064 and 863,- a distance of 208.7 feet 'to the point of beginning. ALSO EXCEPTINC•THEREPROM a portion of Lot 863 of Rlchvale Colony No. 2, as the same is laid down.and numbered and designated on - the Map thereof filed In the Office of the Recorder of the County of Butte, State of California, January 17, 1910, In Book 6 of Maps, At page 95, and more particularly described as follvwa# BEGINNING at a point an the South boundary of said Lot 863 distant thereon Nest 215.98 feet from the southeast corner of said Lot 8631 thence North and parallel with the West line of said Lot 863 a distance of 112.0 feet to a potntj thence West and parallel,to the South line of said Lot 863, a distance of 194.02 feet# thence South and parallel to the Neat line of said Lot 863, a distance of -#12.00 feet to a point on the South line of said Lot 8631 thence East along the South line of sold Lot 863, a distance of 196.02 feet to the point of beginning. (continued$ 08/11/2009 06:54 5308951409 RAR PAGE 05/05 PMC h III '. A'portion of.Lot 863 of Richvale Colony No. 2, as the same is laid -down find numbered and doeignated on the Map thereof filed In thi >; office of the Racorder of the'County of Butte, State of California. January 17, 1910, in Book 6 of Maps, at Paye 95, and more partieu- larly described as followst BDOINNINC at a point on the South boundary of said Lot 663 distant thereon West 215.98 feet from -the Southeast corner of said Lot 8631 thence North and parallel with the Nest line of said Lot 663 a distance of 112.0 feet to a'pointl thence West and parallel to the South line of said Lot 861, a distance of 191.02•feetl thence South and parallel to the west .line of said tat 863, a distance of •112.00 feet to a point on the South line of said Lot 6631 thence East along the South fine of said lot 863, a distance of 1.98.0; test to the point of beginning. EXCEPTING THEREFROM the Southerly 30 feet of tot 661, as described in Deed from Butte County Savings Bank, a corporatiene to the County of Butte, recorded March 4, 1927,.1n Book 217 of oeede, at page S1, butte County Records. fTATR CALIFOr oa�w Ir o0nor _A a:2e-eT.ea.•.•-.«rwer.lv•a.11rtrrraft wrbhl. iam fAlly Nangberg • � _ ... ..+�...w.auelr.00...r . �... ..... r •waw"fe■+11•P�bMawoe.wodw wwy�+AMtA►bb!".twwu save., a pr.AAW".1 red d . Lowell David vwoer11.-------- — I � ... M.tie«a Bss■asssasssassasas.sseao• .n0.e1"eM,dOb b M lhM MAM a 1 �,owell Davis Vangberg, : - : • IYR6HA A. rum a. - a Itt MANY e WA*__ wwwn ri o �► ""d ft"w ow• PAMw �r 1" 0 ry �ywrlwE�rDeet tlM i 1 FAA rssssssssssssssassseassas� • w11TME IrN w diY "wt � leldrfl/. _ ---.�..A/•Y�F!1. AAMwMMa�lMwtrIMMM 1 l 6TATEer salurot �� -1 Cpl►Attr OF_�-...--•—. NgIA PAM"11/r IM • On _ . _ �ewd0�ret Ids WsngberR-----�— i��-��..�.r-. _.�-....�•.•• ... _...rr----.........rte--�� . bi„�•0.the late offlow aaaraaeaaasaaaaeaeasaaa '` roe.�".o"LAB.."wulumws YARSRA A. YHERNA a � 1.�1rt l+iA,"c�) wDTAII►�U0.IGCIWrO�.A �O� I41M YNtM MlItiI1M�1 Mo �Cfi"O+M�4 b M MN r � ago GaM► i M,�„rrrwO�e.T,nle � M/.MAMT •.tea IM YM. r � /sarsl�sasssasasssaaasssss■ , . wltwEf91IM � �0�� ' ' P `j /N/ ��• l lam. ITha w"ror a11rJM "elrylwr4 r•.Np OF OoGutAENT BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-754 AGRICULTURAL'BUILDING EXEMPTION PERMIT PERMIT NO. qL /O-2— Agricultural building is defined as follows: Agricultural building is a structure designedAd constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structufe shall not be a place of human habitation or a place of iemployment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. a2(3-1 OZ) _ O34_ DOO ZONING 04 OWNERPHONE �e B ce �; �� : C ETA NO. 771 ii'S'z- y,;?" _. . OWNER'S ADDRESS 1 P�. B ® 0- g S5 � 4 _ . x 3 o I s�:�l1�c LOCATION OF BUILDING !� 2 O F USE OF BUILDING j ♦�C� v ; «� a,.-1" S`�a ram Y'�(G��irS Q ►'� v� ��'' S _ SIZE OF STRUCTURE S D S'Oo O X SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE .OTHER (Specify) TYPE OF SIDING See 1 ROOF COVERING S-_ !_ `jet FLOOR TYPE Ce Z r e,. ESTIMAT D COST OF CONSTRUCTION $ 63 0.00 i AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances follows: �- 2S r FR FRONT SIDES �"''J REAR AG Buildings shall be a minimum of five.(,) fpetfrom any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floorareashall be located 'a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must beat or above elevation ' USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. O Date —19 - 7 Signature of Own Permit Fee - $60.00 Receipt No. (k The above described AG Building is exempt from adildina permit FLOOD A L P. ROOG ISSU Manager Building ;Divisi� By CJ White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant • . Date �6 ... ...-. •, r1..n-i�.�."��•�...�,.��.14.:�-min:.X+N,.�+1M.•:-..%.:f,".vn�.._.ty�!-Y.{W'ew.,'�-�TM:M..ryr4.� �:.y".,.��fl'E.+; Yk.'1"... _ ,. . ...-. Q.OUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 A PERMIT APPLICATION DATA SHEET OWNER lam'Gl A..[ No. �-�`�� Proposed Building Use Building Inspector Date l__ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, sign4, by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature,on plans . ............. 5. Hazardous Material Form . ............................................ ........... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets . ............ 10. Fees of $ ......................................... . 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for Pia ilding 1O" �QO� required. . to Building Inspector (Date_ 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use ........................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows: A Mail to owner. Mail to contractor. Telephone and hold for pj kup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By I The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date 4 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works A f s� h-0' 190 9 - lOo- O "SCP n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILD ION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: LUNDBERG A.P. # 029-100-035 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 9/5/96 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes.Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans; 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50a subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: SPECIFY LOT ON WHICH BUILDING IS TO BE CONSTRUCTED, 848,849, 864, 863 GM95 RICHVALE COLONY Should you have any questions concerning the above, please contact of this office. MCV:ahb Y rs very tr ly, Mic ael C. Vlieira, C.B.O. Manager, Building Inspection �a LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. qlU —`0� NAMERSL��Lr s�PY�I Era NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS V000' OR MAP DEED INFORMATION: DATE OF CREATION: PX rw /yS�G DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: vvr o,'- 7, MAP INFORMATION: DATE OF RECORDING LOT :061 PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) ,r . . 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Peyme+nt to be madly to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22 23 24 25 26 LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR N GNVI 3111(318 30 UNa00 9661 9 ` 83S ®3AI333H LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. —1 0� �*— NAMEOWNE: I I NUMBER: D V' C �lJ 03-5 PRINT LAST NAME FIRST COUNTY ZONING-319 ONING190 DESIGNATION: A-40 FLOOD ZONE: FLOOD MAP: 3 s APPROVED: CONDITIONALLY APPROVED: / RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP Lo 1 S 8 ¢8l DEED INFORMATION: DATE OF CREATION: 19 5 C.- LEGAL o LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS%CONDITIONS: �11�<<-I MAP INFORMATION: DATE OF RECORDING LOT 86¢� 863 G M 9.,57 /L 14C H t' 4.15 COL -C Aly' DEED REFERENCE: I 1 72 o IZ 3-75-7-"'1)41M'—WQ LEGAL ACCESS REQUIRED: YES NO YES NO BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X'i. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee.in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. -If any cultural resources are encountered during,ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22 23 24. 25 26 %11O 1N3WdMA30 CIMVI 31U18 30 A1N800 9661 � 0 d3S ®3�13�3 LD 7/96 C:\WP51 \FORMS.K\BLDGPERM.CLR COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive,\Oroville CA 95965 Phone: 916-9,38-7541 Bryce & .Till Lundberg 1120 Fruitvale Ave, Richvale RE: 1120 Fruitvale Ave., Richvale DATE: June 15, 2000 A.P. # 029-10-0-035 ' With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet .Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. _Copy of recorded deed,of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: Contact Land Development Department at 538-7266 2) 1 to Should you have any questions concerning the above, please contact of this office. Micel C. Vieira, C.B.O. MCV:ahb Man ger, uilding Inspection BRANT DEED (Joint •Tenancy) I[ For value received i?u'L M. DE WjODY and LOTTIE Z. DE 11tY LJY, husband and wife, I GRANT_ --to TJDD "1. DE WOODY and LADYBiaD Da .uuDY, husband and wire, as Joint Tenants, i I an that real property situate in the!---- ._—_ _--COUNTY OF BUTTE, Stats of Catifotnia. dcs=btd n follows: Lot 12 as shown on thea certain map entitled "Yap of the heridian Subdivision of the John IBidwell Rancho, near Chico, Butte County, California," which map was filed In i.he office of the County Recorder of Butte County, California, October 8, 1901 in Volume B of Haps at page j ? 116, containing 45.62 acres, more or less. Subject to an Easement granted to the Pacific Telephone and Telegraph Company be Deed of I Record in Book n27711 of Official Record: at page 286, records of butte County, California. j P:TNESS our hands this 13th day of March, 1950. � R14" ueLuuyz _.......... — -- — ----- -- IATTla d_ileWOODY ' Consideration less than 4100.00 _--___•_-_- ____ —_-- -- --- --_ No revenue stamps required. STATE OF CALIFORNIA i 55 Conary of _ -Au t to ------ • 77t i On__ l2dreti.�,. 15j0 - hefoee me_--_. H- ti. Hintz a Notary Public in and for said.--.. ------------------_County And State. sally apptaeed_-•.------- � --- — ---- - -- ....------•-----•-------------.--_moo, N. Dedood�y_tand Qttie S'. DeVoodv _ known to mt to be the personi__wbow name-a_.__..aLE`—___subscribed to the within instrument -tand acknowledged to me that ' _.be.y-..executed the same. (SEAL) a. L. a"T: zpt r �r1t : r 2 19 `} fry Commission r'rn..__---w__'...._'Notary Public. Recorded at the request of_._—Judd Dei+oodt Rai . 241 1p5J at.._...25....... .. min. pad.......... i...___.odocl�._F�M In Volume 537 of Offlclal Recur Count. Recons. Book _.`,_7_HIEL M.,ST;' V l ,.3 y LD No.._115.BQCompare.; —_er. (�-/� Fee S_2_00 1poc. Mt( By 'w :� ��— Records. — i O DrpatyRecords. GRANT' DEED (Joint Tenancy) for value received, D.: A. , dANGy4'RG and Ju$ piLiii; zi i3Ei�c5�, 1 -is wife:, j GRAN u i12...r, W;J hrii 1 T....... to DS,.n. Nni: i i ern: :G' is . _. as nTenants, �, v<:a, Joint -------------....------.- CGLiA1 TY OF BU Staff of Californiadescribed u follows: it 1 A pOrtlUn Ut LOI.s 00) ane r 01 Al{:rlvaiO l.Na.wUr 1- a,3a numbered and designated on tho man thereof, I'll 3 In the office of the Recorder �ofvthe a•y � i a La �i County of Butte, State of California, January 17, 1910 in Book ^tin of Maps, at page 95, and more particularly. described as follows: Beginning at a point on the south boundary of said Lot 863 distant ther�:on west 580 feet from the southeast corner of said Lot 863; thence north and parallel with the west line of said Lot 863 a distan:e of 208.7 feet to a point; thence west and parallel to the mouth i line of said. Lots 863 and 864 a distance :,f 209.7 feet; thence south and parallel with the gest line of said Lot 663 a distance of 208.7 feet to a point on. the south line of said Lot ! 864; thence east along the south line of said Lots 864 and 863 a distance of 208.7 feel to i the polht of".beginning and containing l.. acre, more or less. i EYCLPT1NG T3rdcrROM the south 30 feet lying wit _1 t 1294trLdarles of Cotalt Road. --1 — ----- — --- il1TH_SS our hands this 24th day of Harch, 195a7____----_-------- —^-- ---- - : $.55 U.S.I.H.Stamps Canceled. _-- _--_ JJ_SrpH1Ni YitltuB_.iiG I _,STATE OF CALIFORNIA County of-$11LLE_—_—_----_---- .,. - • • - . . OD— 143T..^.r..r'4a_ 145---------------- D. Baldwin .a before me._— ._._------^--•---- - a 'Notary Public in and !er said__........._._..__,---_- County and State, ^alt' a red and Joseilna 17 °' _.._.._._.._._. known to me to be the prrsoa a _w Nasi a?r-e_a__ Ara ---.---g ibed t., the vcieh n iastruae5: and aityewkdged [o me tba . Lht4L_esecaced the same. I (SEAL) _. -._.1L�_:+.....5::+�t„T.,*L•-•---•- ' . - - .. , •. onry Public.. --......-- My Commission trptsa_..tluv....4,_..1.9.5.3 :----•----••--- . I Recorded at the request of----VA.V 'is at -42 --min. past_j _ od�k' p- Mln�[o�]bae-•53.7. of of*ficial-Recores a t t County Records. -... ,,,..,�.,r.,. c ?f . " (uu:+a ✓r f.--- �El h[.L iy. J:: i:,J _ _ � - �• 125.83 Corapartdt `- _. ---•-- -:-- - j y s2 10 B �. Rtrords j .. Y 4 r n r i r"$"'• w - N,- zs^},t I>p=TRttotdes �a� tL�i!'g7+2,y��:.�a%4L....--.>'r -t-.. .^e-.�rrt '_� �r. h�"-�?^r+s"••.'r�' f�- a` �:r: �� 9,"4 -mai t �. ti. h i%.. �c.vt�j _ ._ . __ I 1 :!A -77`7 q GRANT DEED For VWue tweivw D. A. WANGjFjW and JOSEPHINE iANDBERG, his Vlf*': TOIJE .00 his wife as EL FAGERI to osca TkafftSTOKE &M GRANT- as to an undivided 173 interest 'and DONALD Joint Ten4ate fensate, as to, an jNEZ WKNGBER0,1116 wife as Joint Tri A k M ar, R t tk as follows: County of' BUTTS St&tg of C&Hfomia. deecsibed of Richyale Colony No 2 AP the Game is A portion of Lot 863 thereof, filed laid down and'mmbered a Recorder to f �the�quntY of Butte 0 State OF An the office of the Rec Book "6" of Maps, at page 95#- ji&, Janus" 17 California, 910 in Bo and more particularly described as follows: said Lot -863 die - IS at a point on the 4oath boundary of 8 qeginni: thereon West 215.98 -feet from tba. Southeast- comer of daid tent thq West line of said Lot $63; thence North and parallel w1i nce*West and nce of 112.0 feet to 8 POiRt; the Lot 863 a dista f said parallel to the South line 0d Lot 863 a distance Of 194.02 o the West line Of said Lot thence South and parallel t feet, tt .00 feet to a point on the South line Of 863 a distance of 11'!East along the South line of, said Let 863 said Lot 863; ttlence.. poirt, of beginning and con - a distance of 194.02 feet to the taining one-half (1/2) acre, more or less. EXCEPTING THEREFROM the South 30 feet. lying within the boon= darte a of County Road.' y -0SQ0 Ti _Ile Nor 'T Deter_.;'Yarch 1.1, 5.5 Aoftf 0 ITATV. or cmuipl(%'% 7119 1; A 1 1C.' F-q' RjlrTE COVNTY TlTLE..00__ WS' -Q14 Pjs: VC1 7 iAt: ;;F tE -) T CU 4 E YL Uh ESTES ou By/ .'APPL P4 S l 2 1 "fee S 7Z- ------ 7_7 A A, BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 411- 0,97 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 029-1006 ZONING A40 OWNER PHONE NO. WEHAH FARM INC. 530-882-4551 OWNER'S ADDRESS P.O. BOX 369 RICHVALE, CA. -95974 LOCATION OF BUILDING CORNER OF BROADWAY & MIDWAY USE OF BUILDING PADDY RICE STORAGE SIZE OF STRUCTURE 42 , X DIA = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE STEEL STEEL CONCRETE ESTIMATED COST OF CONSTRUCTION $ 250,000. AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows -.-f f .- J ✓� -� SIDES /k$--' FRONT REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft.; in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to co ly with the equi nts in effect at that time and before occupancy. Date 3/4/99 Signature of Owner CEO Permit Fee - $60.00 The above described AG Building is exempt from a 4ding perr9it. Receipt No. 2 eL e, J7 FLOQD I -PAR L I V1 ROO71 ISSUE Manager Building Division i By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant °arra I ward REACTION SCHEMATICS USE (4) 3/4" DIA. ANCHOR BOLTS ® EACH COLUMN Mi H2 y O O M1 Hy� H2 y W 3.5 Kips 2.6 Kips 2.6 Kips SIDEWALL BRACING REACTIONS Porte) e A adorn Sea Fla.)- X 7' ¢ X X � R F. 11, 2' H, .(kips) D +5.3 Cahn +3.4 -0.8 _ � +17.8 +3.1 +11.3 'a -1.3. -19.9-5.6 I�,J� I• T -12.5 -2.7 W to to to to - +2.3 C' Seo Pbn For +5.9 -0.8 -0.9 -0.8 Ando, Be" E to m to to k •Bar Pkn +0.8 +0.9 +0.8 a.0. O9faK • PGiCfiL COLYhTI `�.� <B. DDfa IL • POAfI1, no ..an,a1 wrce �� me pions H2 - horizontal force perpendiculor to the plone of frome - LOADING CONDITION FRAME LINES 1 & 2 e A LOADING CONDITION V (kips) HI. (kiPs) 11 (kips) H, .(kips) D +5.3 +1.4 +3.4 -0.8 L +17.8 +3.1 +11.3 -3.1 -1.3. -19.9-5.6 -1.4 -12.5 -2.7 W to to to to - +2.3 +2.7 +2.3 +5.9 -0.8 -0.9 -0.8 -0.9 E to to to to +0.8 +0.9 +0.8 +0.9 no ..an,a1 wrce �� me pions H2 - horizontal force perpendiculor to the plone of frome - LOADING CONDITION FRAME LINES B t 2 v (kips) H1 (kips) v (kips) HI (kips) D +0.8 NA +0.8 NA W -2.6 -1.7 +2.6 -1.8 E -2.0 -1.3. +2.0 -1.4 or zomol rorce 1n a pwne o H2 = horizontal force Perpendicular to th8 plane of Irame W 17 3.8 Kipsl 5.4 Kips 5.4 Kips END WALL BRACING REACTIONS 3.0 Kips r� W A 3.5 Kips 6.0 Kips D+W D+C+L END POST REACTIONS wb 4 3/4' Endpos AC -1 CLIP Bao Pbn Por n ' Anchor Bek Blxe a era Pbn Fcv . Boll 61- GMha o IIR' - o 4c -I gip v Door J4n6 � a Material Specifications I. Primary Framing Web Plates, ASTM 4529, A512, A1011, Grade 55 Flanges, ASTM 4529, 4512, Grade 55 2. Secondary Framing: Galvanized 16Ga, 14Ga, 12Ga, ASTM A653 G90, Grade 50, Min. Yield 55 ksi. Primered 16Ga, 14Ga, 12Ga A5TM A653, Grade 55 3. Roof a Wall Covering: 26Ga Painted and Unpainted ZA., A5TP"I A152 AZ50, Grade 50 d 80 7dra Palnfe111 Anri Ilnr,alnto l ZA,, ASTM 111132 AZS0, 50 26Ga Painted Galvanized, ASTM A653 G90, Grade 50 s 80 24Ga Palmed Galvanized, ASTM A653 G90, Grade 50 4, Bracing: Cables, ASTM A415 Extra High Strength Grade. Angles, ASTM A36, Min. Yield 36 ksi. A M I 5' ks 5. Bracing and Columns: Pipe, A5TM A535, Min. Yield 36 ksi. Tubing, ASTM A5005, Min. Yield 46 ksi. 6. Bolts: High Strength Bolts, ASTM A325 -N, Washer under L a turning element. Common Bolts, ASTM A301 or L ASE J-429 Grade 5. Anchor Bolts (Not By CBC) Sized Based on A36 Material. All Steel members except galvanized secondary framing, cables, bolts and screws shall receive one coat of Iron Oxide Primer meeting or surpassing the durability and appearance provisions of the Federal SpeicificatIons TT -P-636. Primer. Rods , 512 GT. 65, in Yie d 6 1. Product CertiFicatlons Design Loads I. IAS International Accreditation Services, Inc. This steel building is designed utilizing the Following loads, in Approved Fabricator FA -322. compliance with the pertinent provisions or 'the California 2. City or Los Angeles, Approved Building Code, 2001 Edition (CBC 2001). Type.I Fabricator No. 1436. All accessories such as doors, windows, etc. not by GBG Steel 3. AISC Certified Fabricator Buildings, must be designed as Structural Components in accordance with the Wind Load provisions of the applicable Category MB Codes and Specifications referenced on this page. 4. City of Las Vegas, Approved Steel Fabricator No. GR "90068 The Builder and/or the Engineer of Record must confirm that Codes 4 5pecificatlon6 The design of this structure is in compliance with the GBG specirications and standards, utilizing the pertinent provisions and recommendations of the following Codes. 1. California Building Code, 2001 Edition (CBC 2001). 2, American Instilute.or Steel Construction, Thirteenth Edition (AI5C' 360-05). 3. American Iron and Steel Institute, 2001 Edition (Including 2004 supplement). 4. Metal Building Manufacturers Association, 2006 Edition (MBMA, 20060. 5. American Welding Society, Structural Welding Code (AW5 DI.i, 2006). Inspections I. Shop Welding inspection Is not required, according to the approved status of the above Certifications. No Field welding is required by CBC Steel Buildings. However IF any Field welding Is required due to any Field modifications. - Special. inspection is required. 2. The special Inspection is required For the high strength bolts. The Turn or the Nut method of lightening Is recommended, under the supervision of an independent testing laboratory. Alternate methods of tightening may be used as permitted In the Specification For Structural Joints Using ASTM A325 or A490 Bolts (ASC Thirteenth Edition). GBG Steel Buildings shall not be responsible For administration or costs associated with the inspection process. the following loads meet the requirements of the local bullding department. GBG Steel Buildings and the undersigned are 'NOT' the Engineer of Record for the entire project. Building Dead Load- 4.0 per. Collateral' Load 0 par. Live Load 20 per. .L.L. Reduction Allowed: Yea Snow Load, Roof N/A Ce N/A Impt. Factor 1.0 Wind Load, Speed 85 mph. Exposure C Impt. Factor 1 Kzt 1.0 Earth Quake Load Seismic Design. Category: D Seismic Site Class: D Coerf. Sa a E,5.60%, 51 = 22.50% Coerf. R. 3.5 For Moment Frames Sto = 3.0 CoeFF. R= 3.25. For Braced Frames Slo = 2.0 . Impt. Factor 1.0 Other Loads Mezzanine: Live Load NA Dead Load NA .Crane Load NA Dr6win25tatus ❑ Preliminary;, , These drawings are conceptual only and are not to be used for the permit or construction process. ® For Permit: These drawings are Final and are For review by the building official or others. This set Is not intended For construction, as place markings have not been Identified, nor Is It Intended for the anchor bolt plan to be poured. ❑ For construction: Erection drawings, Identifled as 'Detailed For Fabrication'. wI O w �w Z O cQ 0 co G E LL ZLL Q U J IV N Q.0 ? W v /W J CC v 0 Z' i1 -18 a� 0 a �. m' m; W V JC, U a Q Q 1.8 Q Q Q1.8 q'_D' 4'_0' q'-0' 12'_0• Q Ta'_0• Lape ape ape epe 29'-T 114'A 4 3/4' n n I vl -;.-_ i1-- 1 TYPIC -4L(6) PLACES 1 11 1 A. B. Del W Not E5y 'CBC') I iI I D iI 0 • I 0 iI I TYPICAL(5)PLACES �I 0 _I0 I D C 1 I 10112' II 1 _ 21'•101/4' '^ I I I 0 (2) 3/4'6 AD. 'e o d' Ge. 5 _ TYPICAL (4) PLACES ENF@m`o> S,H� �E� E4 �yT Foil O6'L-S410e'•pr0IQ,eC' OJ . (e' pS0e' E4E'e7•4p�0e.'GAO/1.c8V AaT/l ,tGQ•// LIS )0v _ C3/4'I_jO-. I Q - Q Q TR -2 WW i0 I B0 ° _ (5) ZO-- - (5) ZO- (10) AC -41 (29) AC -1--\ X. 0 7 ER- / \ :J U () (V BA -I (2) 6-x4' UJF.O. 4 3/4• . FIELD LOC. Illk ' 3a'-0' z9' -m• n' -a' Al J IL LU LL `LL d a U (IU SA -10 CY- FC- GE9- (II) 9d-10 Cy- Cy - (5) ZU- (5) ZLJ- 1 i (5) ZU- . 1 FR- 0 "a D -I FB- �FR- (1�- I \ CY- _ CY- FR- CY FB CY- � CI 6 I - \ I i FB- CY- CY- )�• G7 - (T) Z11- (1�' (T) ZU- �-•� (l) ZU- i FB- FR- �. C1 FR- FR Q �• FC- GE9- FC- GES- FC- FM- 9 O U 1.8 Q Q PORTAL FRAME 1"If4.TBRIA,L CHBGS�IPTIOIV 3 m(1) AC -3 SEE DETAIL 4/D MM ALL LIGNT Ga.MATL.OALVAMZED ( )TR -2 EAVESTM 818116G 'G '55ke1 0 FR• Y (2) ZY. (NESTED) U iB = C . (25) Ac -I V W 9 OPEN TO 9 REMAIN 'v (5) ZO- (4) ZO- (4) Z I U U I 1 v 131 BA -I I I 16'x16' F.O. !I1 917' UTALr DOOR (FIELD LOCATE) T�-0• T�-0• 1�-0, • II' 0' 2W -0- -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 ENF@m`o> S,H� �E� E4 �yT Foil O6'L-S410e'•pr0IQ,eC' OJ . (e' pS0e' E4E'e7•4p�0e.'GAO/1.c8V AaT/l ,tGQ•// LIS )0v _ C3/4'I_jO-. I Q - Q Q TR -2 WW i0 I B0 ° _ (5) ZO-- - (5) ZO- (10) AC -41 (29) AC -1--\ X. 0 7 ER- / \ :J U () (V BA -I (2) 6-x4' UJF.O. 4 3/4• . FIELD LOC. Illk ' 3a'-0' z9' -m• n' -a' Al J IL LU LL `LL d a U (IU SA -10 CY- FC- GE9- (II) 9d-10 Cy- Cy - (5) ZU- (5) ZLJ- 1 i (5) ZU- . 1 FR- 0 "a D -I FB- �FR- (1�- I \ CY- _ CY- FR- CY FB CY- � CI 6 I - \ I i FB- CY- CY- )�• G7 - (T) Z11- (1�' (T) ZU- �-•� (l) ZU- i FB- FR- �. C1 FR- FR Q �• FC- GE9- FC- GES- FC- FM- 9 O U 1.8 Q Q PORTAL FRAME 1"If4.TBRIA,L CHBGS�IPTIOIV 3 m(1) AC -3 SEE DETAIL 4/D MM ALL LIGNT Ga.MATL.OALVAMZED ( )TR -2 EAVESTM 818116G 'G '55ke1 0 FR• Y (2) ZY. (NESTED) U iB = C . (25) Ac -I V W 9 OPEN TO 9 REMAIN 'v (5) ZO- (4) ZO- (4) Z I U U I 1 v 131 BA -I I I 16'x16' F.O. !I1 917' UTALr DOOR (FIELD LOCATE) T�-0• T�-0• 1�-0, • II' 0' 2W -0- -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 Al J IL LU LL `LL d a U (IU SA -10 CY- FC- GE9- (II) 9d-10 Cy- Cy - (5) ZU- (5) ZLJ- 1 i (5) ZU- . 1 FR- 0 "a D -I FB- �FR- (1�- I \ CY- _ CY- FR- CY FB CY- � CI 6 I - \ I i FB- CY- CY- )�• G7 - (T) Z11- (1�' (T) ZU- �-•� (l) ZU- i FB- FR- �. C1 FR- FR Q �• FC- GE9- FC- GES- FC- FM- 9 O U 1.8 Q Q PORTAL FRAME 1"If4.TBRIA,L CHBGS�IPTIOIV 3 m(1) AC -3 SEE DETAIL 4/D MM ALL LIGNT Ga.MATL.OALVAMZED ( )TR -2 EAVESTM 818116G 'G '55ke1 0 FR• Y (2) ZY. (NESTED) U iB = C . (25) Ac -I V W 9 OPEN TO 9 REMAIN 'v (5) ZO- (4) ZO- (4) Z I U U I 1 v 131 BA -I I I 16'x16' F.O. !I1 917' UTALr DOOR (FIELD LOCATE) T�-0• T�-0• 1�-0, • II' 0' 2W -0- -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 (IU SA -10 CY- FC- GE9- (II) 9d-10 Cy- Cy - (5) ZU- (5) ZLJ- 1 i (5) ZU- . 1 FR- 0 "a D -I FB- �FR- (1�- I \ CY- _ CY- FR- CY FB CY- � CI 6 I - \ I i FB- CY- CY- )�• G7 - (T) Z11- (1�' (T) ZU- �-•� (l) ZU- i FB- FR- �. C1 FR- FR Q �• FC- GE9- FC- GES- FC- FM- 9 O U 1.8 Q Q PORTAL FRAME 1"If4.TBRIA,L CHBGS�IPTIOIV 3 m(1) AC -3 SEE DETAIL 4/D MM ALL LIGNT Ga.MATL.OALVAMZED ( )TR -2 EAVESTM 818116G 'G '55ke1 0 FR• Y (2) ZY. (NESTED) U iB = C . (25) Ac -I V W 9 OPEN TO 9 REMAIN 'v (5) ZO- (4) ZO- (4) Z I U U I 1 v 131 BA -I I I 16'x16' F.O. !I1 917' UTALr DOOR (FIELD LOCATE) T�-0• T�-0• 1�-0, • II' 0' 2W -0- -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 1.8 Q Q PORTAL FRAME 1"If4.TBRIA,L CHBGS�IPTIOIV 3 m(1) AC -3 SEE DETAIL 4/D MM ALL LIGNT Ga.MATL.OALVAMZED ( )TR -2 EAVESTM 818116G 'G '55ke1 0 FR• Y (2) ZY. (NESTED) U iB = C . (25) Ac -I V W 9 OPEN TO 9 REMAIN 'v (5) ZO- (4) ZO- (4) Z I U U I 1 v 131 BA -I I I 16'x16' F.O. !I1 917' UTALr DOOR (FIELD LOCATE) T�-0• T�-0• 1�-0, • II' 0' 2W -0- -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 -_ 6E8• a. m P<• STRUCTURAL BUILT-UP COLIl" 65 WI. EB• EAVE STRR a 1121 611J'a 15 G4. 'Gee' 55 WL FR• 67R�I71AL BOLT -UP RAFIEFB 99 kt d1 GE4 RAVE STRI7 9181 9 V!'x b Ge. 'Gp' 99 WL QT EH- RAKE BEAM 615 V21 7 V7' D GA.'ied 55 LSL Ry�WALL 1Rl+L BUST-UP 199LELLA1FQ75 d ER. RAKE BEAM W. 9 N11 N' 14 Ga. Ze' S5 W. WALL AUPFORf BEAM 1 STRIIS 551x1 N GPS- CORER POSTS 818'x 16 Co. %G ' 59 WL FA. 6TRICTLFA 4W -LES 59 WI. • TR -9 = EP- COREB4 POSTE aV7'z B in'. 16 Ga �' 55 kat W- 61R1CTW2AL PU'E9 55 W. = (89• CGRC-R POSTS 9 U)19 L" 16 Ga. = 55 bL RA -I RACE ANGLE 51 7• b Ga. 99 WL R• STRUCTURAL TIRES 55 WL Q SA -10 SAG AW -LE 10 'a 10, 16 Ge. 55 WL FJ- 0 G4 PRESS BROKE t@MBEfd 55 bl ,-(10)AC-41 d FS. RANGE BRACE 117'160655 WL MC- STRK:iVRAL CH4MffLS 59 LLL W4• L' M FRAME ANGLE 711' b W. 55 WL D. 61RICi1R4L WIDE 0.AIY+E SEATS 59 4l tt PA. ROOFAJ4L SHEETING 76 GS MGR RB 80 WI MN PB• ROMAl4LL 5NEETM N Co. NIGH RB B0 kal MM BC- BRACE CABLE NB'1 EXTRA W64 STREWIN GRADE ' PM. RVa CAP 76 Ga. 16(44 F 30 m Mn R6- BRACE RODS 314.1 ASM 454 STEEL ' FP. FIBERGLASS REDFORLED FW71C Pmn 8 OL 91 IT W BRACE RODS iv ASTM A54 STEEL 9 1/2" D9EP MIRMBMR D86GRIPTICN-S 4 3/4' ZY. R'OW P•T1R W )614LL GIR19 9 V113'X D GA Z=' S5 WL 7U• ROOF RCdSIS) WALL GIRfS 9 N13'a B Oe. Tee' 54 AN. B. ROOF M145l WALL GIRTS 9111'. 5114 Ge. Zm' 55 WI. ZO. ROCP Pi1S015I WALL GIRTS 91171 !'a B GA tae' 50 W. ZP• ROOF FIPieG / WALL GIRT5 91171 31 16 0a. lee' 55 WL CY. DOOR IIEADERLJAM5 L END Po675 9 W. 3'x D Ge.'Lm' 59 Wl , CU- DOOR HEADERSIJATW 1 ERP FO87S 9'1111 91 B Ga. T-' 55 WL ' Cl- DOOR HEADERW0185 1 END P0375 9 Vl1 9'x 14 Ga. rm' 55 WL ' - CO- DOOR WADERWAMBS 1 END POSTS 9I/l'x !'x B 04. Cee' 55 kat. CF. DOOR IEADERUJAMBS I END POSTS 9112', 91 l6 W.'Cm' 55 W. o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 o T� c\l e O � W .p y�Z W 0 3C1 0 Z J E CL LU ZLL rn V Q L J Co. m U i F z Z o Q- i� M, m V W Lei (n aW$ UgLL m o 0 Lu 8 12' 1. Roo �J!lDLGJ�LL FL�V,4 T/®N � L /A/� rr/ rr (2) TR -21-9 (10) TR•11-SIL (10) TR -11-13R (4) TR -21-9 (4) TR -21-S TR -21-9 ( I,141-31 TR -21-5 iR-18-941 rc' PA -21'-d' PA -21'-4' 12• C (6) AC -41 q 1 3 (�B/) ROO� (2) AC -3 B r 17 e m F DOOR (FIELD 9 141' AC -1 CLIP W/ ® LOCATE) i Y o ' 11 CLIP WI -1 (4)4) 141'o H.B.'e I B v 1 (5) Ze- (6) ZO- (5) ZO- I i=,4)c;e T / T kf5N/ )cL Z \w1,4 T /ON / 10 I I N v r I I � I End Post: 5 1/2' x 2 141' x 12 Ga. Double 'Cee' Bolting Plate W/ (4) 3/4'0 x 2' A325 7 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q � GO,�N�1� POST/�lC. BE,GI"9 3 iR-18-941 rc' PA -21'-d' PA -21'-4' 12• C (6) AC -41 q 1 3 (�B/) ROO� (2) AC -3 B r 17 e m F DOOR (FIELD 9 141' AC -1 CLIP W/ ® LOCATE) i Y o ' 11 CLIP WI -1 (4)4) 141'o H.B.'e I B v 1 (5) Ze- (6) ZO- (5) ZO- I i=,4)c;e T / T kf5N/ )cL Z \w1,4 T /ON / 10 I I ENDPOST DESCRIPTIONS FROM 'Lert to Riow v (5) BA -1 I I � I End Post: 5 1/2' x 2 141' x 12 Ga. Double 'Cee' Bolting Plate W/ (4) 3/4'0 x 2' A325 (U 6'1' WALK 9 141 DOOR (FIELD 9 141' AC -1 CLIP W/ ® LOCATE) (4)141'0 M.B.'s® o ' 11 CLIP WI -1 (4)4) 141'o H.B.'e � I � I i GIRT: 9 141' x -WALL 14'-0' I i=,4)c;e T / T kf5N/ )cL Z \w1,4 T /ON / 10 'L /NljW " L- ENDPOST DESCRIPTIONS FROM 'Lert to Riow (1) 3/8' x b' x 1'-0 1/2' End Post: e'112' x 2 141' x 12 Ga. Double 'Gee' End Post: 5 1/2' x 2 141' x 12 Ga. Double 'Cee' , -1 1/2'x 131/2'x 2 1/8' Ga. 'Gee' O e 12• B I• ^p `PA -22' 1' O r�l�ll�Ul4LL �L�1/4T/OJ!l w L_/N/ff 1,3 rr Rake Beam: I'-0' B.U. W) 5' x.114' FLG.'s ( 10 Ga. WEB fE ENDP05T DESCRIPTIONS FROM 'Lert to Riahy End Poet, 5 141' x 2 1/2' x 12 Ga. Double 'Cee' End Post: 5 141' x 2 141' x 12' Ga. Double 'Cee' Lerl Co— Post: 12' B.U. W/ 6' x 1/4' FLG.'s A 10 Ga. WEB IE RIgM Gorner Posl: 9 141' x 2 1/2 x 12 Ga. Double 'Cee' NOTE: FIELD SLOT GIRTS AS,REQUIRED TO ALLOW 'CABLE' BRACING TO PASS THROUGH , 1124 AC -1 1' WALK IR (FIELD 4TE) AC -3 CLIP W/ (8) 141'0 M.S.'s Avc *1K 1 141'x 9 I/2'x 2 T/8' Ga. 'Gee' SOLDIER COLUMN: S 1/2' x 2141' x 12 Ga. DOUBLE 'GEE' B SOLD/B� GOL. DET,G/L 3 O a; o N s5 0 Ll 0 S 0 Z Q � CL E cd Q Z U 0 L _J > m U: z FF SPANNER: 9 5/8'x 2 1/2' PURLINS: 9 1/2'x 3' O Id Ga. Open 'Cee' 15 Ga. 'Zee' � ...... — ....... 9 S AG-41'CLIP5 W/ Q (W 1/2'0 x Qtd AC -3 CLIP W/ J V iM m (5) 141'0 M.S.'s 0 PARTITION COLUMN: MM . 9141' x 2141' x 12 Ga. W ?. _ !� DOUBLE 'CEE- i W = W � J�,G/2T/T/ON COL. DBT®IlL •� dW8 Un U 0, EAVE STRUT 1/4' STIFF, IE B.S. 9 141'x 9 141'x 2 1/8' 14 Ga. 'Gee' -+ - M M END JAB: 9 141' x 2 141' x 'Gee' AC -1 CLIP W/ ® (4)141'0 M.B.'s® o ' 11 CLIP WI -1 (4)4) 141'o H.B.'e � I � I i GIRT: 9 141' x -WALL I 3' x 15 Ga. 'Zee' n ✓,GMB TO E',4 YB D6T,G /L O e 12• B I• ^p `PA -22' 1' O r�l�ll�Ul4LL �L�1/4T/OJ!l w L_/N/ff 1,3 rr Rake Beam: I'-0' B.U. W) 5' x.114' FLG.'s ( 10 Ga. WEB fE ENDP05T DESCRIPTIONS FROM 'Lert to Riahy End Poet, 5 141' x 2 1/2' x 12 Ga. Double 'Cee' End Post: 5 141' x 2 141' x 12' Ga. Double 'Cee' Lerl Co— Post: 12' B.U. W/ 6' x 1/4' FLG.'s A 10 Ga. WEB IE RIgM Gorner Posl: 9 141' x 2 1/2 x 12 Ga. Double 'Cee' NOTE: FIELD SLOT GIRTS AS,REQUIRED TO ALLOW 'CABLE' BRACING TO PASS THROUGH , 1124 AC -1 1' WALK IR (FIELD 4TE) AC -3 CLIP W/ (8) 141'0 M.S.'s Avc *1K 1 141'x 9 I/2'x 2 T/8' Ga. 'Gee' SOLDIER COLUMN: S 1/2' x 2141' x 12 Ga. DOUBLE 'GEE' B SOLD/B� GOL. DET,G/L 3 O a; o N s5 0 Ll 0 S 0 Z Q � CL E cd Q Z U 0 L _J > m U: z FF SPANNER: 9 5/8'x 2 1/2' PURLINS: 9 1/2'x 3' O Id Ga. Open 'Cee' 15 Ga. 'Zee' � ...... — ....... 9 S AG-41'CLIP5 W/ Q (W 1/2'0 x Qtd AC -3 CLIP W/ J V iM m (5) 141'0 M.S.'s 0 PARTITION COLUMN: MM . 9141' x 2141' x 12 Ga. W ?. _ !� DOUBLE 'CEE- i W = W � J�,G/2T/T/ON COL. DBT®IlL •� dW8 Un U 0, EAVE STRUT 1/4' STIFF, IE B.S. 9 141'x 9 141'x 2 1/8' 14 Ga. 'Gee' -+ - I RAKE BEAM o i 12' B.U. (1) 3/8' x b' x 1'-0 1/2' Bolting Plate W/ (4) 3/4'0 x 2' A325 Bons o 3' Ga. CORNER COL. 12' B.U. � GO,�N�1� POST/�lC. BE,GI"9 3 saga a Nnr �. i i .nod '3' ,0-,I=.91/£ I `alEny3i� t owianmv !i'W e W � 31v0 )A 'A3a do , � i 3 rvm a n ouvOo, i 3��; -3 O"=I UNV—W/ 0hijo •doaruvl *mot I � I 1 m. om "oul 'uoiioMeuo7 fion+o� '> c3A wxvdo I I I I sLu jL,� B.lagpun� teYvol= oeesa vo xoe'ad¢ ` � 0 . I (e "nom 3f¢ 3 u D [9063r 60/51/Y060/81/9 -A, SNb-ld JNIG-line 6�s,�m �� J tl0�11N y -i��ls �� u h y •oNeor•�s� 3tva caivnir•,, sJNla-line t „� �--, i i i a ti I m t Q � I I � u I r a I 3 i C o I � I 1 m. om 3� v 1 0 I 4, r Ir a `o I � t � I � m I r m 0 I 3 C o I � I u I o 3� v 1 0 I I I I I I m I � I I (e 4, a a m X9l� m 0 C o I � I m Fl $$ 3� v n m I I I I I I m I � I am "nom 3f¢ 3 u F� a -A, mt \n IIFO TYPICAL MACHINE BOLTU r _ 1 WASWER NTS- NOTED OTHERWISE ON DE (UNLESSR RAIANGBI LAP LAP IR' I I 'RA -1- RAS -FRAME BIR' a T COLa FLUSH GIRi6 0)I O99 OT� ILLL! U O 1 BOLT HEAD BLOT WASHER (2) 1/1.4 MB.*.WI ROUT WASHERS ANGLE W/ (IJ -12-14 x I V4. 9D9 e EACH FGJRLIN MAIN FRAME! FRAME COLUMN 'FB- 'FLANGE BRACE OR END POST (] x ] x IS Ge. AgJ U)/ (U IR'e MH. 1 FRAME COLUMN 'FB- 'FLANGE BRACE (] x 7 x I0 Ge. Mg.) OR NDPOST I/4'e RAMSET 3 �!1 d, F'URLIN I 0 WA91-ER a FURLIN RAPIER 'AC -I' m e IR' GIRT WASHER s FRAME OR ETD POET W/ fU V]'0 MH. f NOT B7 'CBL' (j NUT SLOT o e I ' f4/1R'e MB.'e 'AC -31' s B' GIRT 2 o I AC -Al- a.9 V1' GIRT �I (7) -12.14 x 11/4' SELF- W48HER9 a FRAME I (]) 97.14 x 1 1/4' SELF- BASE dNGLE tm) O BLOT i0 SLOT CONNECTIONS Wtt31 V7'e MB.'e V DRILLING SCREWS �I DRILLING SCREWS (IF REO'D) Q O WASHERS dRE REQUIRED ON BOTH BIDES OF MATERIAL IF SLOTS AREUSEDON BOTH BIDES. (2)1/21& MB.'e (21 'O•kl x I Vd' SELF. m/ WASHERS s DRILLING SCREWS GAUGE SIDE �I (2) In'e MZ:e W/ WASHERS I al o p p I GIRT e e GIRT 011e _ ,)�•�� V W W BOLT HEAD BLOT 1 I e D 0 S Q1 ' NUT HOLE \ MAIN FRAMs `FB• ' FLANGE BRACE `-FB- 'FLANGE BRACE RdKE BEAM (2 x 2 x 16 Ge. AngJ (31 In'e i SAVE STRUT SPLICE `SAVE STRUT CLOSURE 'TR -3S' I IlJ I^' LAP LAP (10) WABNERB 'AL -I' e B In' GIRT (2) m FRAME a fU o EA. 'AC -31' o B' GIRT ( (d) ANCHOR BOLTS NOT B7 'CBC' di SLOT i0 HOLE CONNECTIONS RAFTER (] x 7 x Ip Ge. ArHgJ W/ (U IR'e M.B. ( UV MB.'e WASHER -FRAME (OPTIONAL) SIDE OF CLIP CONN. 'dC•41' m 9 V2' GIRT 1- Z ONE W40HER RELNIRED ON SLOTTED SIDE ONLY. WASHER a FRAHE NOTE, SEE ROOF FRAMING PLAN NNT -, SEE ROOF FRAMING PLAN (B) UJA5HER5 (]) I!J'e hU3. (4) a OF CLI ((U a E.4. WITHOUT WASHERS . SIDE OF 0.1P CONN W/(S) V2'e MB.'e ' NOTE, DEBNdJ OF ANCHORAGE 'CBG' BOLT HEAD HOLE OR CROSS SECTION FOR FLANGE OR CRO55 SECTION FOR FLANGE NOTE, SEE FRAMING PLA) 19 NOT B7 BRACE LOCATIONS BRACE LOCATIONS BEE WALL FRdOR F PLAN SECTION OR CRO99 SECTION FOR FLANGE ANCHOR BOLT PLAN NOTE, BUILDRGS W/O, WALL PANELS, - OR CROSS BRACLOCATIONB FOR FLANGE BRACE LOCATIONS FOUR IEE FOR DIAMETER GAGE, AND LOCATION NUi HOLE RAKE ANGLE ATTACHES TO BOTTOM OF OF ANCHOR BOLTS v ; HOLE TO HOLE f�ON1NECTIONS PURL04S W/ LONG LEG VERTICAL _j NO WASHERS ARE MOUIRED WHEN BLOTS ARE NOT USED. 7-111PI124L W IPHRle laeaulRartn/Ara ( 2 GONT/NUOUB PURL/N8 .3 PURL/N / I@AKE MRA M d GAVE STlQULGONN: $ CONTINUOUS GlI@TS 0 Sll"IPLAF SPAN 42/I@T8 7 r 4J BOLT Ba BE DET.O/L c� C _j CIO a• 3/B'e EJdS. CABLE ' 3/8'0 E.HS. CABLE U- . U. 'BR -]'BRACE GRIP(TYPJ 'BR-6'TURNBUCKLE ASSEMBLY 'AC -1' BRACE CABLE IS 'AC -1' BRACE CABLE lE ' COLUMN/RAFTER 'BRcr -3' BRACE ETE 'BR BRACE GRIP 0) > L FIELD DRILL f219/18'e HOLES M WALL GIRT TYPICAL BOTH ENDS LIGHT GAGE TO LIGHT GAGE 1 1 1 C 7 V_ DOUBLE 'CEE' END POST EARA NIGH STRENGTH CABLE STRENGTH (ASTM A4151 d' 318'0 E.HiS. CABLE q• 'AC V2 CLIP W/ DOOR JAMB (2) V1,, FLAT HEAD M.S!. 2'(2) 'AC -1' CLIP W/ (2) In 0 FLAT HEAD ( (2) In'- M.S.'. v J Er TFI (2).'AC-I' CLIPS W/ (6) I/2'e MBA ( (0) WALL - - WASHERS a CLIP BIDE o e ( (2) WASHERS OVER e o DOOR JAMB SLOTS O . , WASHERS _ ,. .. .,. .... I". p p GIRT COLUMWRAFTER 'BR -2' BRACE GRIP (TYPJ 'BR -4' 3/4.0 EYEBOLT ASSEMBLY 'AC -1' BRACE CABLE 12 (W/ NUT AND WASH •'BR.9' BEVELED • - ':If. a (4) WASHERS OVER DOOR HEADER CLIP SLOTS F _ ..' .... .: .. "I ., ' ' ' o I• o 'AC -1' CLIP W/ DOOR JAMB LIGHT GAGE TO STRUCTURAL WASHER II ;..•... J (4)1/2 M.B.'e KA%EMBLY DOOR JAMB - 'BR -5' BEVELED WASHER (2) 1/2'0 ANCHOR BOLTS ' ENDWALL. GIRT /4'0 EYEBOLT I' d' 3/8'0 E.H.S. CABLE 4' 9' NOT By 'GBG' ! 415 ,GRIP (W/ NUT . 9HER1 F" 'BR -2' BRACE (TYPJ 'BR -4. 3/4'0 EYEBOLT ASSEMBLY BJP, SEE ANCHOR BOLT FLAN Ln 'BR -3' BRACE EYE (W/ NUT AND WASHER) FOR GAGE AND LOCATION 0, ANCHOR BOLTS Ql BEVELED7 , ' 9TRUGTURdL TO STRUCTURAL WASHER O . 8 G/QT / DBL ENO P08 9 DOOR ✓AME /IWALL G/!2T l® GABLE BQAG/NG 11 Bl2AGE GABLE AS.9BMBLY /3 DOOR ✓,SMB BASE /Q DOO)c"' ✓GMB / NEADEF2 Z e: I� `dT n . a c ROOF PURLN SINGLE OR DOUBLE Q x • LT -UP RACE BEAM EAVE STRUT DOUBLE 'LEE' OR BUILT-UP RAKE BEAM 'CEE'END POST !m m U (a a 'AG -I' m B 1/1' GIRT GIRT DOOR JAMB81DEWALL •AC•31• a B' GIRT ( GIRT •AC•41• a 9 IO' GIRT UW4) 1/1'0 MS.'. ( (B)' _ SIDEWALL GIRT 1/2-6 MB'. 1(8)a) WASHERS USE (4) WASHERS a GAGE BIDE WHEN U9MG DOUBLE CEE I W Z Q W Q W W I *6-7 m WASHERS 'AL -I' CLIP WWI( I' CLe -�•. I I A m *AC -I' CLIP W/ (4) ! 111'0 M,B.'e 1 (6) 3 WASHERS OVER GIRT RAKE BEAM , (7)'AC-1• CLIPS W/ (2) IR'0 MS. ( (d) W'21' OW F- co11' co d o C V1'e (f3) WASHERS OVER CLIP G CLIP SLOTS Wa BKdCE GRIP ' 0 0 0 (GIRT BLOTSe o BUILT-UP RAKE BEAM (8) 'ACV7'0 MS.'. / I DOUBLE 'CEE' B(!17) LL '^ WABHERB BOLTS 'AC -1' CLIP W/ ENDWALL GIRT ALLIF'8 W/ N I NOT B7 CBC'OR (]J V1'o FLd7 NEdD ( (2)'V2'F HB.'e m/ (21 0' CLIPW/ 'WA• 'GIRT BRIDGE W/ 'CEE' OR f61 n'e YIB.'e H el?) ENOWALL GIRTDWBLE e OVER GIRT SLOTS 'e MB.'e ( (2) VS'e POP RIVET$ AT BUILT-UP POR2ER EACH END FIELD COPE .RSTWA- 'GIRT BRIDGE W/WA9VER9 DOUBLE 'CEE' ORG (2) VB'e pop RIVETS ATBUILT-USIDE (4) WASHERS OVER CLIP SLOTS 5HeR9 m CLIP POST AS REQUIRED DOUBLE 'CEE' OR j BUILT-UP CORNER E4LH END FIELD COPE OR DOUBLE NOTE, DESIGN OF ANCHORAGE ' (SIMILAR AT POST BUILT-UP CORNER POST A9 REQ/1RED 'BRAZILCEE,E 'CEE' END POST. 19 NOT BY 'CBC' , SQIEER e BOTTOM CONNECTION) ' POST NOTE, SEE ANCHOR BOLT PLAN NOTE, FIELD DRILL CLEARANCE NOTE: FIELD DRIL"LEARA:,.E HOLE iHTbl GIRTS FOR GAGE AND LOCATION OF ANCHOR BOLTS y, A w¢j . HOLE TNRI GIRT$ % r2/ ° 15 DSO@ ✓Al"18 / G/,zT 17. G/12T / GOQNEI? fP0$T /8 )2AKE BEAM G0/2NEF2 I /9 G/QT / G012NE,Q )—OST 2r9 END FROST/RAKE BEAM my=) POST BASE 6183$ a ' ' FIELD DRILL (2J GIRT FIELD DRILL (21 F.O. HEADER 9/13'0 NOLE6 (ER- ) GIRT 'TR -26' GUTTER STRAP m 3'•0' OU:, 4' GIRT m 1'•4 Q' WALL PANEL ELEVATION W a 9/ie'e HOLES ' �''.PJ - ROfF PANEL C A DRILL (779/ISFiENO ES ,ELEVATION f. T• -a7 — — — — — — — HEADER DOORFRAME 'TR -7' EAVE TRIM'TR-8' HEADER CLIP'ER W/ aa�L 9O 'TR -49' EAVE GUTTER ' TRIH�TR-B' I I DETAIL 'G' (4) IQ'0 MB.'e ISL CLOSURE I I BRACKET (TYPJ O J ' EAVE $TRUt 9 I DOOR FRAME PACKAGE INTERMEDIATE "I I GIRT (IF REO'Dl DOOR FRAME I FIELD CUT G DRILL N:E6 JAMB ' . 0 'CEE'HEADER TRANSLUCENT 'A' 7 I/4' 2' W PANEL I o DETAIL I GIRT CLIP INCLUDED . . 'CEE' JAMB 'CEE' SILL D I WALL I PANELJAMB \ I IN DOOR PACKAGE W/ (7) -6* MB.'e 1 01 I DOOR FRAME—,fa 94x1' SDScrcae 2 In, ' RJIERMEDIATE 'GEE' JAMB 'CEE' SILL 'AC•I' CLIP W/ BABE ANGLE - (qC I' T•IP W (FIELD TRIM) 14. i i (I ar B VZ' GIRT F R' 12 • GIRT (TYPJ I I FIELD CUT ,',(]J•ANCHOR9 SEE FLASHRJGDOOR FRAME PMISN B NOT B7 'CBC' STANDARDS FOR JAMB TRIM DETAILS OPE DETAIL 'B' (TTP,) ' ' FIELD LOCATE • WALL PANEL DETAIL 'D' 22 W/IDOL!/ FRAM/NG 23 L(/INDO(L P,@AM/NG 2.6 2B 26 T 2AN8. WALL PANEL 27 ANO 9r_ -AMM •:+, z, Jun 1 a ZU09 O moz Ex T R E V ' p o- �� -.A Or 3r A A D �x �.4 .0 �m �n V :am W ID a u �0� 0x D 6 `l Y� - N-,- na A Z A. T mmz ---- a A A hu r—f c L- ---- A 3 Y m• A_ O_ AD rr. aa �o @ tS J p 8 A y D x i; n4 A AA AIX. _m P A 64m L Na m' z a A g E x fD g nm n� (l SII (U T ID'O m 32 3 he Y m n5pPp 9m T� o t4 m 3 D @A ro ax A tl mm Am �€ o n T OD A sm x!5 °nl S a m 3 9+ OA nL m ° -pp mu OE Ag 3y �v 9 n,, A f�Lx E € z 0� " Y b 0 :d 0- (1- .. 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