The URL can be used to link to this page

Browse Search

Home My WebLink About20221323.tiffv daK i fQ,6I b.iBerri( IUD f re coss,bi4 AdaiAfic is .- 1-'56` ).00' I.00' 3'12' 3.82° rfi LA { I CfeAc METAL BUILDING EXISTING METAL SHOP EXISTING RESIDENCE LOT A 1:c nur -To I.A C Duo {Fer,„.„6, ccp EXISTING ACCESS i��-�cUQL-' EDGE OF �� I GRAVEL ROAD cI gm Per Win m. p+rclrR= DIV—° Aran by Ale} rwr l�+� pr, dm anafl �,�a� �r� 4r0 r a.A � way is Fa NWKabra c edr7 a ,r wMl.a�wrru t i. � I � qd 1 � � �� yo rem 0rr'� ,i� ira -�� 14. cr• 'MIL r , It � .R�1 'vie e�,m 1 41 I �r Come 91.1 �ri T�.r Rr! r�► P�r.'IR:AAee a dr r tiro ` r+� \ °• , dCit - r t�a7 rl m Qr dfi tew_ry r Yum. yr dorm =V 4�U I rrr�rw DIA ,',`� ~ NMI 111 ri Id POI OA thom OM Ark cb Coral Ihm Prr �Vat a m imam P.m.' ti Ri MID 111 MWed..l* I� � bbra Iran m � M IWO I•lir aye INr + w a.kr DA. Waft Ir e5 Dr GS" II Tyr 1 � TRIM TRILI i 30 TRIM�50 r RD Ran i 4' ,� �Tw,q TRIM M� 51 TRIM r 52 dTNL "'" STMr Al I'IA' """� TRf M+ 61 -� _1 RIAP FAIF MEE TO METAL A1104 EISIEELlIQB ' .'. iii' rr� tpm �MU � as hn Is Whom r r.d Fri al 1, a. rvir. Ow ER r old 01 r 0)% us ri h rill: R'ts ri 4'. m.i, norm rho �•r r�r r>. W/ r 1i s. aw �1 �r�ra� W rA r w Mr bw MOO e;,.. PEW . Oral �— IarLA le b r ®1nt4ldr rrd Pw l>• rrw 1,t PdR [m Irp ile4 a. d.t bt Idrr1, Who. Pr rim ai Y Primed n., r. r.r� ph P��! r *Odra c \ YnOrJPp� I ri W fir b,a ® 'NfN ¢6 - `'. ��slw am On➢ 1 W ryb IN rare am LAM Pr rd el r rdl Nr rrEPrlar aP,Jpip Ma /�r tore artarrrn'At anrlo �� In MIA .I r.irra,Y.. MA�„ milli" 7IIIIN ar/.(cB Tr N TO the rad Kr lull r. T6 i be +..I � r iyMc MI WIT �� Irrrd .� I dw r e 9 Ir awn q t of Is ri r wI Inl r�rgpr •w bh E. fin r r Y h mr lbe Y id rah =YAM IN ere tilt err er NI. AO antler gig(err dolt Inplydardanrr. ,erN,hl I I w � pJ w drY .. .ter �i \ eh L� � � �r fir ietr I1AF Oer7 fiat dr.r rrihiCI r rVr a+ �� rpm a L Mrr.N Y`rrir 1� ZAr "ems � rrr Mr +•d �•r lr e.4 �I. Rod PO N4 hri \ I 77�.rr rdrorl{raerr ToiYBrt, R.:=:Y Mtb.fV yid.6ba il�o hp dthrMe L�i:�in,�� _ O�R�nmp a TRIM 60 paEFTA! fa%RDRRNr fir I TRIM � ITRIM_100 �°�"E�fl"TRH r ITRIM_101 • elui yparr 1y „■,,, r..r r�.l _66 w• e, l/Y w ,Y �• I•e r w o� a fir fires r r rl l�n7w 11� lY ,r ® 6 Wit .r~ Iwir•� Phut'. (ra•rF •boom afi A' Mambo lfy.Rr �• 11/1" uxaur® >t • 11erMw��rufl wrrer/r Tr T s T Wjr litho ' orY _ �M r r r r r v T1FrRn ® Tyr Fri. Iareexuur MI ie/lr ,r or lo,d•rw. In ara•�i.�.�rl..fir. • her Imra 'arr�ld •,r Pd Q. DI s SIo, qy d q Ray Purl and lo. rit+ Al h,rrrOSPO hob" Irden yf, Wadi)" ri hd Rd loo _ pilfl llt ®. Am fw MM. P.I.PuR. fir• w Pod Ira. Ar nH ®. Ai lrlrarerbr hobo • /fir be MUM It 9.0� Am EDI All [, fi Yr'ma w CD= ri JAMIdt WWI 1HI RARna I SCREW PASReER=AWN FCR Ruff PPM I SCREW__ � I SCREW_10 u�F'•-.; _T ,,••nt too o�, 0rx•o••. y off: W,. Ali .0 i .:3617 o M. �~ Pil 'u'lrrr � ! R�..r(Tl) �� •�..•..."1" �. ��. •:$5IOAfA� GN •bra ,,_ ,,;' , „ ' 1 loucPlracrAa bra n•Pvri I `/ `.• , ••- •. ` 01I15f1U21 yr.rnr[firs 1�1 r • t �MlA ,r rrrlal00 � Issu DESCRIPTION DATE DM. AW, DES '� : DESCRIPTION DETAIL WRNS, P KNIT If1/b DYC SII' IC r• •. h� ,l • WSIpIER ANIAE7JI IQIWi—rJ�4TlE rwehq �rw De} WIDPr—CASIIE 5�1a• - i .. um USER AROMA 2 Rn . RI Mal Rh Dv.I a r.rw o,re. Frt "' '° sEuE NOT Tb SCALE SCREW_11 �'"P AT IN lc I SCREW_17 56621 P 1.4•11.3 coal. i 3115V'7-3d5N11 Y'[3•JNV 3'1LSW-JdONM VT30NY 0Q/10151YI 5pN.lYdti 111:03 NOLLdRIOSX CZOZIS Cf CO rz zrn,o�ss'`', G [ (1l9F' NaQ03Nn[q NRlr1n 01 E3131/tl' 303Yai MIA tl01? S VE 1217 T6M tart' 4Y DYNE Ter ,7440340 UI MS aim WWI IlQl3d d Sail -A46 -43a 31V6 Ni31dNY25:f0 3115SI IIY3e 7NIQ11f1E ;Y 831.601 3efai CClitl tlCi S:�Ofl 1Ip R +aq WnM 4 a s1 MrIV T42 I 5P! � .1.1"4 �i �C-GI4 �1 N r9M g3MHJ !0 3316,14 ill DM neva 1YM00Ya 1.11 w 'Ytt w '.4.6 46.4 r Pr k Vp13 l•+r SN✓ EMO 11vM306 lv SLV09 3laHaNY @ 11Jxdrx 5lerE LY'E WW1 Kee 'O w se ww a'.w-(•1 Wa 5Aa ww.rw 7717:1 1111} TiQyp'1lB R�1M1 IM win= lrrou 0 pit 01 rvhg Ter 1vNCrOrG 411.7(17 r'1fAv11 0c mom }16'1)1Y1g9v10 "MI P. 414 04.4 11•.13 1M '+Yr11 4 NiF'� 4LL6 • f.r.riorm (493 Fr) TO FI HUM= B3 10 Ent a DYNS Ter lYN(YM law wi+�� /Q M' 4 W► 4644.4 F�l 'NV 4 WPB M.6 tl1L!'!tl 4S1UM"C04 pl 111] 16MON1 ENeI' 4l 73C113H iil-210 1D =W.." o! Rid Amla Rem Com r. u mu) ti �nm K„f AWIN MUramrawrEq� EOM Mot Ram 4 Cod oea. �,FANS WM C► � � INN Up .. Moo ni • �� \ CAW at IMO CH ail M-00 <' csi Rtmtha i cm 4414%,... ds �'��I 1� Z.t1p' A vox AMME•hpp .dr wmimoa.ol°a�. •d, 1 �,vrm+eaerapl,rr., � ,/r .,ve��rasna�.e•. / till \ (�WCW puq ttb3 N,L) �/ w ,a„ ra me anr In Moe mn nm 8 CEE anrAU. CUMIN 'TO MULL RAPER O auLr-ur ENROL ROAN TO MALL RAFTER 8 WALL CV TO NMI COWIN 0 WAIL MIS TO MAU. MIER cauwr El BASE PLATE FOR gut sauce @ ROY PURIM TO HOT -Rum RAFTER 4. (af • Wilt Mho PI R. . CAM ' awQ cn.. " - iA.� NoDerr��` mo ► rer nma Om ON RA Ciao 4110&40 RAM or Mb Po r / `� b Momd VT IA PO \, �i Rem Nap Mild RowWFrom Tom Me - ar op to Iiss LOX Alm Ace Nm MN OR Ea Mn (1/J [W) For war so sag rla,a *Pa PA Po rtr m DPP Palm Pc DC COOS as s ba �� pl rt.l f e am rm Olt DT) fE+n I,�7 (� °Yb'ti� �e mraa I�. c�J� � L nob Op plot U mad kyp) p1 Vq MOM Rpm ,/P Ara ra .® cm aw (OW E3 ANaEUR Bars AT E]IBWALL COLLINS E6 BASE PLAIT FOR UUOR dAAe CO RAFTER SPUaE AaIC SURFACE @ ROT PURLIN TO p11fPoOR BOO FRAME HO WASS LAPPED IOU CRT @ WALL M ro WM FRIU E MUNN rarlEifin. t+' /r [�a�l w4 ,fir Am ra.r rs, p _ k" pm+aalms Mp { w. \ \ i/ Pt � oe<br 4011. ost DM art r r �•• Ogibli Ara �a I.I. a `0! 1 �. w _ ilk i" Rare or a n..en {q er. p�,/rN�Y ,/e aim ra.en �r a.r. "�m'� (tr,I,/r AVE TWO ICe py w.. WAX t ,/r LAO m .w pq rl., .• . " 18 Er4Ye sTsaEr ro E1I01TAli RAFTER O LOEWE rat+c staur TO BYPASS RI(C FRAME @ E1Au GIRT TO 3UOR IdRE L1 rATUR JAMB TO EASE sERur L6 DOUR 16.3 TO WALL Par .. ' E 0 1 /c cy�•. Brits - a°$a,i pt►I (iu1 NT Lwa Pa gm (Wastes ; a'..' C'• • " NiAri'"°�'•. F •` � . .� 36817 SS/ONAL�� . •.�..� 01115/2021 ISSUE: OESORR it0,1 DATE DEAL CM DES. DESCRIPTION AL MAW= P PCP& ,/11/° WC SW NZ CUS'TCYEFT ANOELA IP,OPF-CASTIE CAs7LE END usEll ANGEL IWOPF for.. SCALE NOT 10 SCALE L% OMR diaBAIMIE Einar TO (PALL C TT "�r�r note ,. APn _ .......�.a. llra_ 56621° CF ,z P o, L 6 -a C,D1 0 CUT-1O-OOT U SIM 3 c-4 O � a- r-rr NOTE' FAINoR FNtD WORK OF SIAUC LORAL St-GONDARY AND PANEL/TRIM :fEM5 WAY RE NECL55ARY iO ENSURE PROPER OF %CH MONK i5 C0NROE-RED A NORMAL PART OF WFTAL DEDLONG ERE000N. A.S.C. WILL NOF HONOR BACKCHARGES FOP MINOR FIELD WORK. r r, SC .3- 0' IRIN 1413LE RQQF PAN 41V1 —j 10 11N102 JO -2 TRIM 10- 1 ',ILIAC? TABS paur PLAN �YMK 16 TO 10 IC 2 3 I 2 4 4 ROOF FRAMING PLAN ROOF SHEETING PANc73 28 C.d. R-Eoc CdMume PAae Issuu Gf SCRIPTICN GAIE oRA ONt. GES 1(FM pMC SIN KZ P I Maar 1 e nwAr ANA re. myna [mem. Carr Oil] RA. •20 -314 -.no P-1 P -z P-3• P-4 E -Y E-3 . F-4 �6 7 PART 10.x25212 IC%25214 10x25714 ICA25712 103460112 19346002 t0M6002 iQ.H60U2 GS1� _ "T'7111 -11 1/2" 24'-6' 27-11 I/2' 24'- I. 24'-I1' 28.-2 I/4' 26'-II/4' GUE2xi21[t(�� r.i1 r G O • 164317 {4'4GXL4Yt3R 0111512021 OES RWTION ROOF FRAMIO it SEtEFRNO ANGELA KNCPr-CASTLE CQ25TOMER END USER ALE AEI ANGELA KN0PF-CARVE NOT TO SCALE 56621 MI= NT z a O£ 5/24 A INN TABLE NOTE: MINOR FIELD WORK OF SIROCTURAL, SECONDARY AND PANEL/TM! LIENS HAY BE NECESSARY TO ENSURE PROPER Mt SUM WORK IS CONSIDERED A NORHAL PART Cr METAL BUDDING ERECTION, A.S.C. WILL NOT HONOR RACKCHARCES FOR YMCA FIELD WORK. �I� I.1 � I �/� � / I e7- II I I I I I lr x\ ` O� Ick I I I I 11 � II � I -O. I / ' / o-, I I I I I I 27 F1 I ®- i F, OO a a• a /MDT O �v \ i .v Ni- (EQU LY�sa�n' c1 Fi I EC -4 4 EC -3 EC -2 RIGHT ENDWALL FRAMING: FRAME LINE 5 4 S 4 EC -1 4 r ,,-,-_ _ j� 1 1 4 '80 T° m 1F b ^ Y., I,-0. I LAP 1 ___(III I f 7 I In ;-, I :, I, I I RIGHT ENDWALL SHEETING & 1RIM: FRAME LINE 5 PANELS: 2B 6a. R —Loo — LYFneon 40y 10' r2 rT z 2 3 4 5 6 �11AN 2 2 2 1 1 2 1 1 1 t42 Q764122 47664142 AR963L AR962 �955R Gip 20 4' 12'-2' 14-2' 8' B1//t6' 8' k 9 1/6' 0 1RI _ 1R1M_68 1RlM66 1R9d 100 BOLT TABLE E4AH� e9VE 5 �C�aIvrTl�%Raf 4 A325 1/2 1 1/4 MEMBER NE 5 � K E -1 EC -2 EC -4 ER -1 C-2 0-3 C-4 CB -1 C8-2 � 4 1 1 1 2 6 2 3 1 1 1 1 1 8X33C12 W08531 8X35C12 WED00 81(25216 6 25214 6105214 6X25216 G51716 G51716 22V-9 78- 25-9 7/8" 23'-5 1 25'-3 13'-8' 5'-3 3/16' 19'-4" 19'-4' 16'-3 3/4- 16=9' 17'-3 1/4" 16'-7 1/2' AGE BRACE TABLE P IAGf)2- CONNECTION PLATES A&T 3 Bc BE - -01 D4 BC-160 uts 4 8 8 2'_ 01/15121321 ISSUE P DESCRIKION PEWET PTE IMO DR* Drat L,nT. sN DES Mz w.waor...a NOM MCIC,S10-014:4 WA 9ESC IPRON DLL FRAIENO t MEOW) =TOMER " ANGELA NNOPF-GASTIE END USEFI ANGELA Iaoly—CASTEEc• SCALE NDT TO SCALE —66621 feza .2• 2 NOTE MINOR FIELD A•aFTK OE SNUG:ORM. SECONDARY AND PANEL/TRRA ITEMS MAY RE NECESSARY TO ENSURE PROPER FIT SU;PE WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING EREC110N. A-S.C. WILL NOT HONOR UACXGNARGES FOR MINOR HEW WORK, 7 1 1 14•-2. EFT ENDWALE rRAMIN Z: -_FRAME LINE 1 5D-0. OUT TD -OUT Cf 5TEE1 2C -o' 0 14'--i I f F T ENDWALL SHEETING & TRIM: FRAME ; INE 1 P.11ET-4 26 GO. R-LQ - 6lrton 4C M 2' r? ISSUE' Ok SCRRPTION GAZE URN, CIIN DES PIRA 1 1Arfa DMC-,SW--- M2 �1 IKIM' �IEE IAAE4_ F I A10 - 2 2 BA204 20'-4' 3 2 0764122 12'-2' 4 2 0764142 14'-2' 5 1 0765L 6' 6 1 AR963L 9 1/B' / 2 ARM 8 06' B I CUP 1'-4' 9 1 0765R 6' 10 1 AR963R 9 1/6' 11 2 0370074 7-4' 12 2 JA072 7-2' 13 1 AR380037 3'--7• 14 HE036 3'-6' 50LT TABLE TT2ITIA�T TRIM_1 TRIM_66 TRIA1_66 1RIlA _100 18111,}0 TRI11-50 1RIM_51 R1!M 51 - -1 au 8� 95/8- i 1/2 Columns/ri_gf 4 A325 1/2' 1 1/4' LiDA R .TABLE i EC -2 WAN PAR THV' EC -3 MA)6E11 ' 25'-9 7,' 1 - EC -4 aX35C11 23'-51/2• 2 ER -1 143X10 25'-3 5/B' 2 W-1 ak290I6 Y.a• 6 0�1 • 8X2521 ' 13'4' 2 - t➢ -.2 8%25,116 ; '4j -S 3/16' Cf3. 8X25214 1,9 4' G-4 _ 8X25215 19+4' C9 -I - C51716 18'--8 3/4' Ca -2 ;C517'6 .i8.-9" Ca -3 GS3715 '1 .:-3 1/4' C9-4 GS7)6 9-71/2 GH-1 M.2,2226-41220 :Ira b FLANGE BRIEF TABLE ; D QUAN I ZE CCNNEC.9ON Ri.AILS F3AMNL 6ARX/PART C- 50A 2 4 BC -04 3 5 BC -08 4 8 BC -01 5 2 BC -16C 2 BC -05 c ul,OC, �4 36817 %NAL 04" Di/15/2021 ENOWALL FRAMING h SHEETING ANGELA AN1PE-CASTLE ANGELA %NEWT-CAg Ri A. 56621 7 OF 17 - P z 100-0' WT TD -OUT CF S11FFL - G-5 _ G-3 • \ \\� I I G-6 I I �// / / 1 0-14 ' G-5 1 G -Q I \\ I I\ I \ I //\\ 1/ / / G -B I I // /I I I \I '1‘. 11 13ANDSW G-5 O., I l I G-6 _G-17 I I G-12 I SAC STRAP (EQUALLYNR- SPACED)/ I 4 6 / / ,Q9 \ \\ EC -I GIRT LAPS FYI -1 7j 6ACK SIDEWALL FRAMING: FRAME LINE D Q Q Y EC -1 I L .; I� I I _ , I r`7'§ Y b $ Y 4 $ 4 ,? 4 R � � 'cr4 4 4 4 '7 7 4 `+' e 5, R' T. 4 7 4 `T 4'7 fR 9 p R ;T 'n p � 19 9 9 la 'xioi 19 19 Fs � a 19 19� 19 19n � n 19 19 19 19 NOM MDR FlET.D WORK OF STRUCTURAL. SECONDARY AND PANEL/TRWITEMS HAY BE NECESSARY To ENSURE PROPER FIT. SUCH WOW( IS CONSIDERED A NORMAL PART OR METAL BUDDING ERECTION. A.S.C. WU. NOT HONOR SACO:KARCFS FOR MINOR FIELD WORK. O BACK SIDEINALL SHEETING & TRIM: FRAME LINE D 'was 28 Ca R -lm - chnecn A: or 011122 41142 0772204 0773L AR951L AR� 961R ' NEWER TABLE 14'-2• 20.-4. 6" 77/16. 8' 7 7/16" 1116030 TRIMriO 11111_61 7311_60 TRI11 6a 2 1 3 e 3 2 E-4 G-5 G-6 G-12 CH -5 •i+• • , . t r • 103460U2 1a3460B2 HM26216 10x25216 101(25216 G61720 24'-11' 24'-11" 26'-5 1/2' 28'-a• 26'-5 1 34'-4 4 CONNECTION PLATES pID IO11a'A RI/PART_ 01115f2E121 SSW EEStlBP11ON DATE Iro/8 CAN. GNC CIR6 SW DES P POUT 2 T.~4,. . T. rr, WIT woe me-sia-Lna DESCIPRON SIDEWiMl FINING 11 SHIM ANGELA INAPT-CASAE ANGELA IWOPF-CASTLE . NOT .T9 SCALE wsTGA ix EP® USER SCALE a 56621 "21z6 OF 12 C 1/ Pn' 1RIAI I AHLL r:.'. V 5'-6' 5'-6' r -r 0 25'-O. 10B-0. GUT -TO -OUT or STIR O 25' 0' FRONT $ID WALL FRYING: FRAME LINti A O O 0 O CF) NOTE- MINOR FIELD WORK OF STRUCTURAL SECONDARY AND PANEL/MIN ITEMS MAY RE NEC S5ARY 10 ENSURE PROPER FIT, SUCH M'OR% IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION, A.SE._ WILL HOT HONOR BACKCHARGFS FOR YINCR FIELD WORK. FRONT SIDEWALL SHEETING & TRIM- rRAYE LINE A PAWLS: 26 GO. R -La - Glmwn 40 M ISSUE DESORPTION OA IE P PONT IAIT DWG CNK. OAS. SW MI Q 2 3 4 5 6 7 6 9 10 11 I2. 2 2 5 1 1 1 1 2 2 1 1 OU122 GU142 0772204 C1773L AR661L 07738 AR961R AR371162 JA142 AR371142 HE141 -4 6` 7 7/16' 6' 7 7/16. 16'-2 14'-2' 141-2" 14.1-r DETAIL A1_ TRIM 30 TRIµ30 TRlli_51 11814_6C IRgN_68 1RRA_50 TRBA_50 TRILl _51 TRAL11 _ IJEWER TABLE WILLit AN J-2 DJ -3 t OH -1 E-1 E-2 E-3 E-4 3 G-5 3 G-6 2 G-7 G -B G-9 1 G-10 G-11 2 G-12 2 C6-5 1, 43-1 t pgRr 10x25C16 10X25C16 10x25C16 10346DU2 103480U2. 1034601'2 1034801'2 10x25216 10X25216 10x25416 10x25z16 10x35116 10X25216 1005216 10X25216 GSI72O 10X25Ci6 ' 'i gN e� _ 24'-11' 26•-5 I/2. 28.-0" 28-- 0- 6'-6' 26'- 5 1/2' 28-5 1_/2- 3♦' -4 /_4. - 3 COHNEC10441>LATES O0k[ u+l A A ART BC -05 2 10 6C-01 3 2 BC -37C 9_—.6 EL -09 yiuu� , Ja _tip• 3681 a yam ±��20111 7=11 OCSrWPnCY'1 01It612021 SIGEWAL.L FRAMING k SHEETING CUSRLER AkGT'LA KNOPF—CASTLE EMG USER ANGELA KNOPF—CASTS SCALE NOT TO SCALE 56621 ��2e_QE11 ti P SPLICE BOLT TABLE Mork SP -1 SP -2 Oty Top Bat Int Two Ma Length 4 4 D AA3325 0.625 ZOO OFLAN CE BRACES: FEU (1 or 2) �' 0he Side: (2) Too S1dee A — 8318 B — B314 RIGID FRAME ELEVATION: FRAME UNE 2 3 4 NOTE: AMOR FIELD MIX OF STRUCTURAL, SECONDARY AND PAIL/Mal ITEMS UAY BE NECESSARY TO ENSURE FRDPER Mt SUCH WORX is coRS1DEPED A NORMAL PART Of METAL BIDDING ERECTION, A.9.C. 160.1 NOT HONOR BACKCFIARGES FOR MINOR FIELD NOFx. uNtoa ta} WEER Mork RF1-1 RF1-2 1 7.3 277.5 115,4/1 4 0 0.135 0.3885 0.135 18.-901,y16. 7-9 5 7-6 7/8' ' yMolds Range g� 5 x 13,41I x N-3 7-2 , /4- 5 x 1/4' x 27-0 5/16' lade Flong�{� 5 %x /16xx1 -4 7-5 vi6. 5 x 1/4' x 27-2 3/4' 01/15/2021 ISSUE IL SERIPTI0N DATE Ifiin OEN. DUD CRx. G11 DES U2 P MINT ■ 1.•.•.r One W,�,� Warea. Warr MI MEIN 153-50-nelti ummedne DESCRIPTION CUSTOUEA MOD FRANZ ELEVATOR ANGELA xNOPF-CASTE ANGELA 'NEWF.-CASTLE END USER SCALE NOT TO SCALE 56621 PIZ4OF12 P"/2' GNAW ull4 ₹ 5 4 o r _ - y(kIIW LIhE RIGID rRAMEI MAIIWY PEArl}'f6 MOON 60.18 6 KT 0,4115 ) Flo La God 1 ^ V Load HM V 911(11) Y,) �Wt W 1.1.a Orovl hl VAG Ry Olo 11eav L� 10101 (hl r 0 1 S91 lu 4 -4.1 _114..0 4 11170 x000 11.00 0.500 110 a I4 A 5 41 -l0 2 -+r6 1' d 4 0757 1000 1100 ONG 03 1 -51 116 1 -14 -43 r 1-0.4 Gm 1 .5 4 NOTES FOR ,REACTIONS 0/10 r.rdkoo Era m. t.pr o, lrlta WW2 Oda. Mt CHO Ea. Ildight 5) SW God tzaaSap. (402 � CM Cool (Id , ��Cod 1 ,111. 7 Wocl 111.11 Comlryon loon* 161a 11. 5..111. 9.I.n4 Coe (Td15.) O 0111412'1.+ MOMcntawu-1 ..MY14__ar. I Gd.EdoW.G0.I5Lw•646T,4L1140 790Nr_5.n. 4 G44Mr ��7S3w..a40Lg15291w7ggnW.yu. 5 0.16.mw61wJ1100 7 • 0.102.049-11 - p1� 6 om.900.1 id1sva1.Ha111aaj in 6 160.44W.119LL,pmot.6111 elogll 19 012040 k0114414H1+06M11e.34Olan 11 0941 cn{a W iL11a1R.a_i_ 13 0l0.e8.0.1141_61AME ..019461.1671 t3 1110.. cdatN.111191_6 .4 110.m,aa 1_,FH 0 45 Ore.CdafF 14- 7' �a46Mw1_1.52ra45wx_34Ao,015Hri3nor 16 04oa4Cdcbd+0.73`.W6401M.1111•1244145rm95.41ix"0'l gva. 11 OrM.Co60W.f31614 31 to Derd-Crier r4ta643-R 11 O604.4O111._3+.WMO/1.12 1163 RIGA FRAME: mar =am 15/1911049 (A ) Fan. Cdnw - --1'°11_. ...'f4Mlyd---II`►------5o'.`-- --111'11-11111 11.41. � LG. 11. Volt Vol Hr. M Hot let Hot get Helt Vol Via 9r1 ✓ 0 61 22 02 al 3.6 125 41 117 -7.5 -144 3] -63 ✓ A -06 12 -01 ad -11 1242 -1.6 1}1 -15 -45 1,6 -141 Fan. Cara —11{5.152- -1111_711.1011-—h�1aw1- —.1114-110.2_ _pink_1.t! SionkJtlyll Jr Jae Ho& Vet H1rt Prt Nv4 11� Ny1R 'M Ncr4 Mr1 volt VO1 r 5 -11 -69 12 --1.4 1.7 -11.1 IA -14.6 -02 -02 01 02 2• A -32 -14 11 -I9 -1.0 -1411 -1T -161 -07 57 02 -61 F1on.:th.,-9.1e.k-1,pp -MA-31.71-- FIUIEB_L- n01113_52_11^ On. Lid Mori. Vol Hat Vol 1/04 VrI Nrld Vrt ✓ 0 00 -09 11 125 11 15.1 II 17 2' A 00 .119 -7.6 12.5 -19 17 -19 111 ✓ 1.14 ENOWALL COLUMN: 51.99 0311111 1040006 (1 ) Wed EHrr Cd Doi Old LW S1w. 116_oM 11.451179111 111a1.67 111..18.142 Pao '.lr Jr. E.n vr1 V. N.', ion Vol 11rr V. vor Vrl Nor Vol Han 1 2 113 01 1.4 LA 0.0 -15 0.0 -16 AO -910 20 -0.7 -I.9 L 1.0 02 4.1 11 10 -41 00 -16 Co -14 00 -LS -♦A I I 1.0 07 4.1 11 -11 -0.9 110 -02 -11 -1.2 00 'S -114 A 03 0.1 1.4 1.10 0A 44 }I -1,5 60 17 11 -ILI -1.9 l rDal Sod 915 1y1d_y�w �y�a_L�g2 500.141961 it. Hen Nod Wrt Nm Wt H. Yet Hart 4. Ib Hatt V.rt 1 0 11 00 -11 00 -11 0.0 0.0 OA MO 09 1.4 at 1.7 C 41 60 -6.5 110 -16 110 0.0 00 00 OA 69 00 72 I 6 41 00 -211 -01 $1 -07 -0.6 OA 05 00 4.1 110 21. I A 21 111 -21 00 -0.5 00 04 03 .05 6C 14 1C 03 Frn yw i Cal 14. c 1 A 171619.1_11- 14. 14 YOoN CO 21 00 1.2 00 11 WM FM Ld 0.01 Cold 4114 911.. II. -1.601 11._7112111 114.1.51 1►d-Po9511 Pam Um 1_711. Ad Vet Vol Vol Hart V. Her. 6. Aar Vet hhr V.M1 Net OS CI 1 -11 -/D 4.11 11 5 01 17 -'1 5 B 4 v0 9 Q 1 LO 02 1p 63 00 -01 11 -1.1 0.o 1.3 11 -82 -1.4 1.9 112 1.0 12 40 -}6 110 -41 00 -1a OA -44 -44 5 0 6.! 61 110 00 -E6 00 -I1 110 -4.1 01. -0,6 -1.1 Fon Co !a ay eq2 L1e 151. 11ol ▪ � Mri NOn1 rot IlSo -�yr1 � I4. 11.11-.C47-6.1 Nvs� W't 5 A 11 00 -01. -06 --11 -13 -05 0C Al DC 1.4 00 1,7 6 4.6 01 -6.1 "0 -15 0.0 01. 01 -01 00 43 09 72 5 C AB 00 -16 00 -S6 00 0-0 110 00 IC 4.0 110 2.6 5 9 2.1 00 -1.1 00 -1.1 09 00 00 110 10 I4 OA 04 Inn Cal L31E_5135- 1}4 14 Art 19.0 5 A 0.0 0.0 5 6 0.0 16 5 c 0,0 14 0 110 1-V ENDIVA11 G'OLUMN: 11.1101. 10_.101103 *OKI DOM 1 BASE PLATS 419*11 Gs. Col Coal N t v � LAW � !otO v /11141 �w .(101 1 CA. LM 11 N dao .a H 11.16 O6h 510 5111 L.11gtl mot S 5 13 -10 6 -5.1 -1.0 4 0123 x500 6000 0313 00 1 0.0 2.2 6 13 -1,0 IC 11 -11 1 -11 -22 4 0130 1.450 6000 0315 10 11 00 65 s9 29 -d1 10 19 -14 12 -16 -15 4 1175/ 6000 a99G 0.115 ac 13 00 64 10 21 -54 14 sod -1.1 6 -'.1 -1.1 4 ar25 8.'.W 6000 0113 IC 13 1.0 41 14 13 -4.d 10 13 4.3 s7 -11 -30 . 012.1 1.503 1 WC 0]13 0O ' 16 1.6 4_7 10 15 -4.3 14 19 -14 9 -1A -16 4 0150 4000 600C 0515 Cl/1 11 00 14 14 29 -(14 14 19 -3.1 12 -11 -I.1 4 1150 1320 anon 0375 0.o 16 00 05 14 11 -3.1 10 1.3 -10 11 -t.I -t6 4 062.5 1500 51309 0.N3 110 L 1 110 22 19 11 -s1. &VA OF SEAY5101/ CAR ORN, p1�01g. 1' PUMA 1/11/11 0164 511 YY ANCAOR BOL₹ SUMMARY 117 load [111 Ty4 O 4 Add. 5//6- 1.757 II' 21/ Endo/ /.�i • 4 hem Syr 10 em 3/S !4707 BUILDING BRACING REACTIONS 1 R�.{l WH YI -Rd ' - COI IA1 k 4x ld'4 lM 1101 Vert Harz Vol 1..1'1 1 1A 11 17 07 06 P_3• A 21 11 13 09 01 001 d 41 11 17 1.1 9.6 1.10 0 17 10 SS "9 C.p A+1y4SW L 1c Ca 3yt; 1' �S, 4444 �Ar MartAL v334 O.A. 1 1000 I�341-avvoo O1/I5?02.1 0.03011•310111010-10R BOLT REACTIONS CUSTOMER ANGELA RIO:PG-CASTLE END USER ANGELA KNOFR-CASII 007 TO SCALE -OW 56621 e. OF 12_ /21 P • OiDm 5/64 0 DETAIL A Dia. 3/4" 0 r B" 1 Ei2I® gi§Ita 11/2" 11/2• A" A" 10' See Plan DETAIL C SW DIG= 5/e" O O O See Ran DETAIL D SR NOTE: MINOR FIELD WORK CF S1RUC1URAl. SECONDARY AND PAYEL/ U ITBAS MAY 8E NECESSARY TO ENSURE PROPER FTT. SUCH TORE IS CORMIER:ED A NORMAL PART OF METAL mum] ERECTION. A.S.C. WILL NOT HONOR BACKOVILRCES FOR ACNOR FIELD W M. liAti SU lira:I1 AM m =MI ti PI WM. TIRaIM IfRV1Wmi eA4e 011 R31woal RN OD4m Il1.0 AR TIRM SEIHA MOOT C mg LEM Cr NMI AB SI St COO MC MCI 76 7 MESS ASO =Mi m 9@ ma =I qnQ Nairn Am AT MA MOM rATaA IE =CREW SRL BE acgtm Alla MAD ST OHM. KC OM 10.7 Rock" 9 IRR SOWN V must AA1c 4 AliM KUiA Airs NO0= ■ANNEUal Qua cuai �r mit♦ tral DFITEI IRULi!Uci Dena AT Rwm mare WPM MAUI KM WCEP Gin UAW TM MAW QM, M MN b MEy LEL LE Min WL 4aW W Ne v 0111511021 ISSUE O SCAPTIOR OATS oft CVO CAC SW DES. LIZ P PER O MEftlEmit64 wmo w -mina LESCRFSCO ANCHOR WU' DETAILS CUSTOMER . END USER SCALE ANGELA IGICPF-CASTLE' ANGELA KNOPF-CASTLE NOT 10 Stilt 56621 I 2 OF ,� Ti Pte` ANCHOR BOLT SUMMARY �1 .7A © I k b 0 i k3B ' 0 IIJJ bl IEicu 510E WALL 100-0 DJ1-rp-p�r OE F'k?L 7 15-7 _ 25'-7 2} -cr NOTE. MINOR FIELD WORK Cy STRUCTURAL. WC:MOM?, MO PANEL/UM, IIEYS NAY RI', NEC_ SSARY Te. ENSURE PROPUi RT SU°, WORN I5 CON51OERFO A NORMAL PART pF METAL BUILDING ERECTION. A.5.C BILL NOT NONOR NACACHARGE5 ECR .AINDR PELD WCRA. 2, -0" Fr O FRUI7 51OiWN.L ANCHOR BD1T Plato PL�iN NCIT Al Nor I0O'- (DM) 1e O g Abp A PM 20 -7 0 I OC•SIIPTION DATE oNNJ CAS, DES. - I I O1ACT.SM .-.. Y2 KiOfI ti IC Dia Qty Locate (h] Type O 4 Jamb 5/6" ,UO7 S 16 EndrGN 3/4' A307 O 16 EfidroG 5/E' A307 ▪ 24 Fromm 3/4 A3O7 c) . . 1• 31iR 1 I r9 , 4.4 flAio. h`raTanx 1/1 5/2021 e... T.r, rpm Nti..wa Coon. NPu DESCRIPTION ANCTIOF BOLL PLAN CUSTOMER ANGELA KNOPF-CASTLE ENO uSER ANGELA 11 NO'i-LAS nE SCALE NOT TO SCALE 56621 u I/ 5/21 P 0 r h NOTE' 3D IS A (XNERAL REPRESENTATION pF BUILDING. SOME MEMBERS MAT CHANGE IN FINAL ERECTION ❑RAYANGS ELEvAliom PAGE FRONT SGEWALL (FRAME LINE .AJ 5 GC 12 BACK SaDEHALI (FRAME uNE DJ 5 of 12 LEFT MONA._ (?AAYE LINE 1} E OF 12 RIGHT DONAU (FRAYS UNE 5} G GC 12 0.1..1 CO W SOU Ik OIL 1123-344-1123-344-1123-344-91110..�- i. Ame dot • ?�V; t. q•. . s s,nnLInuW ti- c ?.�tUNAL O4 01.0512021 DESCRIPIIGNN MC NSW 75817 GLSTUWR ANCCLA KNOPF-CAS1LE ENG USCR ANGELA RNORF-CASTLE SCALE F NC1 Tw VA en 56621 gat �E�xq �1°=' 2i•e112 •t�lt%1. .'xz� 3� I. G 1. L 1 FPNA �" wvT 2. et. zI Iasi le Owner GENERAL NOTES I PHONE: www.GrmstroagsteBl.com - -. +q ] -�� rt i .)' i `Y.._...:.. � - 'J ', / _ _ 800-345-4510 .. _. s BUYER/04D USE CUSTOM! RESPONSInnLfT1E7 CONTINLIFO to NM.= mal In r fir. ra AILS. rues,*'swam Y mmrr w o• 1rr.r maim moo. r lrmarmonogr .r wlrr nr.enw r ...mr ,solo ■ Yr -r+ U.... 4 116 1 anon a mS. IBRUffins� r odor arm f.o. Sit • q h u"'m e"r"'i• Mw. Ol '.fie stir Muldoon •1yr •.n...t nobs M.L/0411 Moo ly h•••• •r• n•1• i.mU.m. w• corn ra asse r r� u OR/MN - mini f re', h 41 mom MM. NW A Iw`rm••.r•��.� i. AEAlm-A �, A•r� eR pis .err. \r AYOY , fA+m/r1+M w LA Ein err ..r • tot 1. r.• rr•M r • •• unman AAA r M ,.•for• r m MrM•I•Imo ■ Wm .r. •+w Amu` ARiR if1•••••�••1 m��f. •AoraN lbei •b1tr� / rww .rr ((/w�1a ads r Mrmr Aram WM rrlw4 ..t,r 1rr. r err r aroma w4. rem marrrr......r " Im u r m n rr Iir.. 44,1 yr 4242 ®r . � eo ran a e SO CM w m m n .y Irlor n AI m� mi'*' n an Oa a - r s L7 In r em .•••r•y r des lloiMill U5N =MOP r More Ln AAA 011~ mildpiny •••••••=4•••• •• rMrrerwY w+�Ywr�rg 9�w IIMI` amain AAS:a� Ss op.�ti w "•w.�� lases �.. w • r.* wr.�g. Iw • swami=tti �e rr r .orb na doing r w. worm r•••• r+r by IAA. r1/�p �•1 • ,.r,. r ..�• w rr u •"!A / Ad la �� ASA An ••••••• imam tr.".. �w r rr. rr.�a Nay ••••1 r*+.r .�iV;r au w�r� Wrni`r by w maim m TIMM 0.. 0 r 14441+.•• a.n 100.0.11. r •••loco •.arm ...IM .r Im err w Ina fur coo alrrlr r r ma. 4+m • t or ar. 144am rxrV "r ' .' �.;: �:,,�".,Yb;�„ r.. rrM r L.rx rr r ,r mpr� r • a.+r M .wo rn ar A. �M* r to �V st Sr sr M ,,ter la• Itim ...,:.=7,447..=r,=, w. • JOB N 0 . . 56621 r f, CUSTOMER : ANGELA KNOPF—CASTLE rmrar I..Y W•• •..•..r M .m •Iv I UK a•aaaimp Off Omni r' �al by almOwl a 'corm• n aro II ws r err ear* .�r r .r war uwan.. r lay s . nom. e1w ►+ .�11�.�r,,w+.w�rx. r.. rww' r �r b t yrN i� /.. i.Y.Irwrnri Mai+ 0maM .w .+ T•r .rr rm �wem r .W...rr ti ax .mL.rmumrr .rer.wr.«.. .444.•1 rr�ir w i> x• r r ire � � ua+n.. ti�w s . e rr. w M 4 nrww rw*wwr mfg. ti alenOp, r Irwr nwn.n. Y rMrrl. ..- t.—r'nr�r.Ys. r.: r �.►»:. ». rw1 rr.1.....I.. I� frrl r b MO. GMa Pi r.Ywian IAMB. 4hn arm r warm.. m r Ie. 01014101 an ark r.. rnorr_ one r• no% . fm m it r .w r •fir wm boa.. I.. ma ,moors r,ti.•11101r..Irr Iwo..,. m.nrr. 1. .a 1� o IR a•Ma r warm r .•+sumo m,r.,r .441.41,44 44 r ra Imam mad Pram r � .r • e•wr+r r elm i.r. OM bur r .r.ri n� [�RfwJ 11} In r � riri Olrrr .Yr !•W r ma mrwL� Li ...ell: ooh,,. � . q...m ^ A.M. w ..x.• w sour•. Ear ram w. -r am mono %Mob �oilm. orMN��ir.�r err .i �1 Lef�••+m m+d r++. �•^r°"L r .rIM ..144 *moo. • Moy r manmq rr }..r e..... r Ir .owes a=y" . ,. r AFC I r r,..y�MrMerO�."".'. �r.'rr1r qis or.'wwerr•is•ala U •nl re..r .re N�i.rrrirerW �..�jm r r�r..y Y .w .41.0. ME Ids •Ar r m,mrkm r....I r.l r awl. , y••e ,sorer � frrr,a, . w oda ,w.r.Iwww I..tt.mr m r ,� n. M IIri7.r n..r� r nr ma relwe wyr:d r r.+r lour,. r May,, •err r..�,.m,wA END USER : ANGELA KNOPF—CASTLE - - END USE TBD LOCATION : 35043 COUNTY RD 23 EATON, CO 80615 •••• .rr mix. - .fro n d-, W� Abe►-. •re' loam r Mr mom. - I a -I I/! 1.• gain Mal aivA•ag er 1.w eminas - = Mill IIa; ,loco. Slam rmmrt - n/r'. • a -I Ifi am rm enema m M •err mine..,,.., Mmol n . e.w•. to 144.rMm 00.00 ..w�."'y`"r 'n r""R'.'"M'i"'r'"" among bona �.. 1i.rw 144 samara VII M LIM o•Iw {wo�l+wallaso nr � SAM' MITI 4244 w Aura ..Ik dm maul*'.alma AIWA Ana re me.ri � w..1r ..4w Amass red r f• r.m.M M .e. �y r• arm m m • hep boa I�r Mg M Womb no moorat am. m .I.r trm L3 wELn COUNTY P4. NO. : 870-215-8495 EMAIL: ANGKN0PFOGMAIL.00M - THIS STRUCTURE WAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED; MESON LOADS' A �"' Dw:gn Lodi / Wind Gods : BC -10 WWI.. (N) : S0 Inaula6on Banding Mak Category :II — Normal Length DO :100 Roof InaulaUon : Fsle'aun .l]amd Em. Nf. b1 pSYf SN1( :?S Thloknrr Dead Load (pH) :220 fen. W. a1 ISW SHJ : 25 Wain Insulation CollaMal Load (oaf) i1.00 Root Sbpr et BSW :10:12 Thldrnrr wind Load Roof Slops at FSW :1012 Ultlmate Bind Spud. (Volt) (mph) : 113.0 Hoy Speolny (H) :4 at 25 Wind Enpoeure : C SDMCPoNG AND Talus .I1e•- urn mew mar a r r r dr orb - a.� � w i ' � u �+ .� r solo ...,...i w. µa, r Luba Adana r •.rimd or b• mrol• lo . e ogoaml pal .r am ,1rmn.Ila w om ram •damn. w.r•y a.a ..+r,, , wy r rm .�'. r crow w .,... r ..A ..w% nni r Mom m a•• w now► sa via e�A•a owerw. r q �rrr A,. r r r Act rim .. Iq +nr +mr Mr..w ..rw WI r wrrr r lam r•' .red by Ye mm.•mr and •••••••Secaldory u' rr I•eru ,•rmr r.` er r,i r� .�W Asa hallm of midi ear 1.. lour, r •nw n..0 Ir Sr m r ms r am r. mmm+..r kW ..w nrr.d. marl. ■ ,.w+. MOO,1 r may r o. •mlamn. r .m.. s1.nm. eri t a.Irw 1,1. M rwrmh a m .• rye r nerd.. Al.red r w •.roa . +ter I MAW I Ir pa. mrrr�A BUTER/EX0 USE Ct1ST01ffR RESPt]IiSHILITIE5 'internal Pressure Co.ffbeient, GCPI :0.16,f-0.16 Rmf Pon.la 6 Tr4rr Wall Pond Design Wind Pronoun (Pd) :24.5/-25.5 Crowing Indwt LM Load Pone' Type :26 G'a, R —Lx Pane' Color : Golwalumo Mal Oro.lra Homo Poa f.1 yrwerA i o.r awe tram. ammoniaAm;r r bm r my rrrr • r. mesa • .y r,r aem IS n r ---" re Aram IrYmn pl.rmmr raA4i IM ,..d. M. &wad r arm ohm half r r e rme am � r ,.mac Toe m•.r••n rho. r err .w r s Mw am .tad m r miry r ••• my..r rasa an•I COM rrL Pltnary Framing (pot) : 20.00 Trtm ColorsOrowlnq CAW CO�FR Trlk. Mme Reduction : No Gable/Earo Trim :Sealant 40 r3D R11erRIM 30 Framlrtq {p.() : 20.00 S4141,11 Load Anchor Bolt Plan 1 DIu Snow Lead, Pq : 30.00 Wall Panel t Trim Anchor Bolt Dotal a 2 Pone' Typo :26 Go. R—L.oc Roof Snow Load. Pt {q : 25.20 Anchor Bolt Racctlons 3 Slapod Roof Snow Load, P1 (Pe) :25.20 Pond Odor :Crimean 40 yr Rigid Frame IH 4 .car nor naxl to owl iOnaa• Ia raw al p1 wool 11J� w 010 1110. VW MAI n Tern Colon Snow Erposura Factor, Ca : 1.000 From Sltlerall S Snow Importance Factor, la :1.00 Color Trim, :8rlHrsnt 40 K Owing Trims 40 keen Baca Slde.aH 6 Thermal Factor. 01 :1.20 Bo•a -Trim : 40nt 1 Factor, Left Endwall 7 Sloped Co : 1.000 Se'emla Load Right Endwan a II x r In rw.aey r r. Ir y war. r Y,mm rr wags Own imp' ;m Imam .I. AM v O4,404•0aarm Ir1 Umwe. ,rn. r . iPACbmi ..�r dmW err 01•14•1 .rwyi�� I,.r Selamk Impe ibna Factor, le :1.00 Rbef Plan q Sit. Clan .0 D.ten. 10 -u ,a +1itO�— McPPdId Sprotrbl Re.pbn.a Aeo.lratlan : Sr - Q7SB :51 - 0.061 Spectral Raeganaa CaNnoionta :Solo - 0.160 :Shc - Q062 Se'amk Orlgh Categegory :B Boelc Forma Rre'etlnq Sy.trna timid :Stoat Sy.l•rs Noi Spad6rnny Oetaned Far Resistance :Rigid Frahm (OIIIF) : Braatl Fnanm (OBF/tJNF) Total Design Baas Shear, 4 (klpa) :Longitudinal . 1.90 : Trennor•a - 1.92 Respmre Ilornpoatkr+ Factory. R : Rigid Franco - 500 SI- 3,00 : S• X-Braehq � 300 G— 3.00 - nr'} r 0.1.D C tic,. I�•WV ` O .' •, •'. O '`' 36817 - - - - 4 C" tl+ 4 r�� ..... ' [h�2 Apr S10NAi. F -N r7tr0z�yy .,rnmewr r.rrmmr .•i r my Iwr b Mfr r.1r err e: eufsyn U• nr�dpeT. alum,,, r r ,r rrrm r err mill.+sA • ••••war aim mill. mnm. Ld n ma or rwrw....r• mac ,looser err w era kr Mfr d E.•1.1“. Firal m tag �` nom' a 'lc ww r N Ness w 44.0.rmylr m .,ram err rr Ain wm wwo.esr.,r t•r..ri .ymir� r Cr - a�rr Tab aprr+ wwlrlw Y• Mr.•rfmm mmsamm r ti A4G _ ar ter •r',aa� u= alnoel rFr.4� Awc rww rr r ae r .r�r a rare. ex.� der r I 11•I a n ruhor/ l� ba Irma i M pr.Mnm,w rrrr•.i ... Pm +.•.w:.lr 444.4 41.141. u s. IA.1•{/•O uR alet•e• r ,.rrrd. r err rye -_ - M sonalamMEa..+w Maim �rrw ar Ae r �oar�oti *+r MI" •••humor• 1�AVt/�p um VA .Earl.• Mown mMeIM W M ...�...er. ,.r. mr airmen DMA) •• •••••••r r„ (+r qr, r w,.r.. new oar, wmr• awe r wr •e rn A� I"-_ • .tl..i'rn Minim 00.4.x, roue al -40-L ❑eeigrAL' a-Mmrn MPROVAI• Thee drum Ing1. IMF.1q or approval, on try d.flnlaon d flnal. and are for conceptual representation only. IMO purpose le to confirm proper lrrlwfretallan of 144 project deeamsnle. Only drawings Monad ComdruoKbn" oan hr oawitlend w ebmplah. El �" ❑ arylmen PERMIT. Moos dra.Inge. Se m for ponnR, mw OC definition nal "CbnNxtaNen con be on neerrldor�id on complete. ❑ Labizoluarme noon d.o.lrp. to L. need io the ...Soo of rho building. 9siemk Raven.. CawNklernt. Ca :Rigid Franco - 0.0563 :Vie X-Orackrq - 0mboZo.0563 Malys'. Procedurs Force Procedure awes v act sAaa Im mr rrvr d COMMA AM MOWN. MA •••And r rya od•m n 1ra 644 leamf. •Ar M Onln TMLI T ecri etaae.e ma M Rr¢ h' Aic • Moles 0 II 1 5/2 021 Uasd : Eraihnient Lateral OtFtar Loads/fepulrrn.ont. mcem, IOILVS, MUM, MI. IIMM� mnorm w�o� "" as'Me011 in'�'c" " a mesl.He me' r lcR/ Corv,u'tin. tit%lccs, I.I .t' t"olorat)o ID No. 201 X 12 9102 J JOB NO :56621 ANGELA KXOPF—CASTLE LARSEN II STRUCTURAL ITTSISSI P LASTER SIZE AND REINFQRCING SCHEDt}LE r� • KNOPF METAL BUILDING FOUNDATION 35O91 COONTY ROAD 25, EATON. CO 80515 PEWIT ISSUE 01l 22121 PILASTER DETAILS AND SECLNONS S2 LARSEN AI 4FKLICIUKAL VISION e ISOLATED FOOTING SCHEDULE Mafk LNAan 1 Len4m iThicknrLLI Rnm+nrct*.q KNOPF METAL BUILDING FOUNDATION 35093 COUNTY ROAD 25, EATON. CO 80615 PFF1M11 155Uf; Cl/77/71 POUNDAL ION PLAN 51 LARSEN ■ SMUG- VAAL Ol•Mil L tL51.ILLnILLS I uw.umun1:4L SPLICE LAP LENGTH r.L.. _ Y1W.lLLIL"on. it !11,11 tin. it'll 1LLLICLLINYICL! REQUIRES) SPECIAL INSPECTIONS AND TESTS OF BOLLS u• UILL141Atriutn, w, W Wiu W .v REQUIRED SPEMAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION KNOPF METAL BUILDING FOUNDATION 354193 COUNTY ROAD 25, EATON. CO 80615 PERMIT ISSUE cvnrzl GENERA! NOTES AND SCHEDULE' SO lit rrllr NII11 rlf Illlrf INI NM Ifl lilt IT III BE239 044,9/1989 03:46P Veld County CO I a 1 R 11,¢8 D ,.OR JR Sul[I T,ukenete y9 h71c murh_a ne ,tewn a 193, o mcroroa , 55]7 7. r West 1/4 Lor_ Sec, n1 —G-6] ie'SU nu,Serwlarla, ;. 3536 06 Lenler Sec. a.ual n.rh iorotTn 1eli lollndle e South 1/4 Cor_ Sec. 1-6-67 Natil SCUM Ei Cfsk ap•¢ LS 22098 .1 at I ,lr 11, xxxavi ro, - 2; n re•I o calms aea Ia - aea nn 1m, .,my r �wa Yati�e=n.�men�,a more nmaH`r`L�yh °r,m n �maaie°a�'ir�«run[enan mawnyn: �;�„�1° Is,e n x_ I-6-67 -3` afi]/a o rt5%+ iraraeJ cs sno.+. � - qeN rte' 1.55 N89'52'51"E n S:W.15W_ _ 1B1 L65' N89'19'45 -W RECORDED EXEMPTION No. 0807-01-4-RE2223 C5 CEas! 1/16 Cor_ [Sec. 1-6-67 SCASS 2626.68' N89'52'51 "E SLING THE EAST FIALF OF THE SOUTHEAST OUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD. STATE OF COLORADO. 1314,44' —Acprd.imcre Ioee,Idn m er1[slnp a -Lot B East 1/4 Cor_ Sec. 1-6-67 9 ,9, z g wvnr�m w�c Pond ri9M11 y Lot B 73(1S b acres (g.ese) 35361 Weft 25 X56' 0..00' R=1 15.06' C=,415.06' Ch=N4355.12"E 1353.62' een 025 Lot A 8.68 t Acres fsrssPI 35093 WCR25 Earl I/16 Cor.-, Sec. I-6-67 �ecr title Cs shorn. E/5 u 52 ]0159 N89'19r45"w 1311,70'- 2623.59' Weld County Road No. 72 J { F as onotinum. roe ,L+vr Pint Ss rfW S▪ oe=Ye N�pe�aent ba ca -4----aoa .note b nog of eda nge ass-LotD Southeast Cor- Sec. 1-6-67 Ffsnist 993 Ls' 21:495 0o m 4 ac[ess�tien of 0. cstloe of enstins gee - at A ):Fer94r Na1F5. P ROPE._Fry DZSCRIRMON The Ea9l hIif of the Southecst OuaMer of Section + Township 6 .Morin, Range 57 West of the 6th Principol MendIcn. Cuunty of Weld State p`Colorado. P RCPTs.'Y OWNFR'S CERTIFICATE I ('Ne). the undersigne$, being the sole p ere n fee of Ile s above C s86ed properly do hereby subdivide the scot .cs shnn or Me ttoched moo. I fyie)engerstand :M1s property fs focsted in the Agricultural Zone Disliirl snd is pl.iaeps rten3ed tc pit.de far the conduct of other uses by right. cconno.ry uses. and uses by speclol review, r Harian Simpneen� Kelley Smcnsen Then :zatg cerG6rntion�ocs riveledged before me tnig 43° day of hey Yfcoomamission Expires: _4'-`,9-59Nvlary Pub`s �tJ 6ae_ ((R,/iYr.1"1— v,nnee3 m' hind , a s CI S11RXEYDr]'g CERTIFICATE I, S:eyen John Stengel. Reg.slercd ✓rofessrano: Lund Surveyor =n :he Sla:e of Colorado do hereby certify the: Ihis Rceorded Exemption plat was proposed under my psmonal supervision cnd that this plot Is cn ceeuroto regnesentatron then -4._ I (ur,her certify Mot the survey and thi3 plot complies wRn an oppscable r31ee, regulations anc lows of the State of Colorado. State adorn of Registrolton for ro.essional Engineers old Piefesgianal Land Surveyors, and Weld County_ INTERdILL LAND 5uRVEYINO. f Steven John Stencel _ 3 Date: 7-iib-9g E, yin 4pi I i „p � ziy ylrhrll:�11, 1V� O EPART,IFhli DF PI AbUPIO SERVICES AOMINIC,RATIS1 RE'11EW LERT,RICAlz :be plat is _:ep:ad and Op?roved (or Cling, �''�"y�/��pr'�•104.,Mµt(�nd/� -" rl Cep =kme t i Plonn-ng Servkoe' Director The fooreyo:og certiflrogon wcs acknowledged before me this 9..g, day of t�e� A.D.. 19 , / n1y Commiselon expires: _/_07ZSEVZ6$2. Notary Public /I/ f Witness my hand ond sect 6�s or Brarin^i 1 n1s Y'or �nn' oprywst dNrler et ion t, ors No BtNohM1� Range 6] well Sean u, 34"�' 'cal, l-1""?'"en] S. Reno Sea send rn e r ngM1 yeInleontil wa not bin red / vns,sit sKo.no o b s m to a 0 we, 'Fee tbep4te.e hosed general inforrnoL' n, and are to be used only in this een ert ]. vo a , to meat M. a on cite rldn InIniFnIW onset reorirei dx a al nee. f P Y ne. nrcu s.tne..k codns nen.e or anyn anal, Pr More slrsutures on [he site moat ninon Ate oppropriane or 9 orol 5. a — Set I/Y rc0ar (Mr long: and n -e red pea. rod — is 3o462 6. . Pic not se, or find :from:: 7. Leer, waol.nTed Cdr: ;dustnn'° l Eslote • ,. Sulb t (sz'r3§c-ma6 , vicwrr, MAD I 4J4,U.TL 1.mr 3 • 19. Jot A a. ernes _...r INTERMILL LAND SURVEYING, INC. 391 NCR,H CLF.EANO =VENUE LOYEVNp COLORADO 2053/ BUS (9701-669-0516 / sax (9701-935-S,5 J WE: 02- 10-09 MANN CHECKED : -e. APPSO,0 Er'. (CLIENT. . Harlan & Kelley Simonsen 1 (PPOJEC,IRE. RECORDED EXEMPTION E1/2 cf Me sr1/4 el 9e, t-6-6'/. Wed County, Co 1 Hello