Loading...
05-100722 (2)w [a Ift i r•-4W C.R WA•SFjO�jS Fc qp 29129 �4 GAF�t)hAL� FXP�fi $' 4 / 5 / ZOO . too wa #am AIMS POSE UK mom4m fam Tww� n;a �y Fm mxm UK a I= Mudge wain � *�t ttat yet an *Comm KAN DA1AM� F& m" IQ low" MANOOM IM g11GMAM 1* "C SK O ft MO fC1�t ME re WAR m: um ag Pow Mt I?ItWC * xWn so +l+mUK Aft" OWN!6t aM' fa on w no Cr#4 PAD fiC41l1a pow YAt>ti,T ..«.. Bj%."UMC tbt '""«Cp— {K-0-Rpf10411D vlUop m Lf1ME ""•»UQT — go fM ""'g— fM WA= llm fiIlw 1/144 M Pam mtOLVOM 'O« PAL fee FLOW ut _ ........... W& fAm � � 4#4 VAM ILUMM OOMMY '— PAMb f AVM El IXGEN D 11MQ W VAWM M1► Z4x Dwom ocou" 0 2or fIIm&= AU)vt o uk Rix OIAMM SMfClf O to 7A' ovig Lit moo 000 �.•MAMM POPLAPI 0 sm 4 Uaw POLE It fm HVWMrT Sw fJ m CAIM am �= COMCRM iRAlfAOX �, ,., Mom•• .- . .�;, ...�■rl O f i UMx$2 . �}y, �, t-♦ r' t...c 'dY.7Mq ya r.a r FP�":. �� �M.MM�R�"�M�wwU�rRFa..Mif�^;",°-�IN� w�.,..'•`�"."�rr.......- i.:... A , i�•�i •,e�R•% � � ti .ei ,� W M }t!.. � qq '•. .. �. y.. d...:w, 9' :' .{sl��YY+b.'2EK'.fi7�:.�cs> >�... �:a. ..:M= -..�' ...- - o x.?d `� }A,. aw �aa" to .. '� � �t �h ,: :�' °.�','q wE�3�r2 `-�- „Yw. 3,�,,�,�a-.-. �o , Q �., i`�^� ��` �6����"Y°"`s.,�, .'�' . � .,,gip-��,.� r�. r-,« '1?■ �' ��;:�-� t��"�,�' s �z�a���a�c�-�zaA..,x��+�7�',�''��f• �. �' �� � . tip, '�+.' #�ie�(t�IClgl�ce 'P� " '���� .ka �.. eu.a .. u �. �. AwrrR � ►« 7rT'" r t .-"..�.." 7r �`.+r' "+X• ` ¢ .- ' tt « lip t J Y LaA �' yt d 1 (t 6 Gym f+00R dvaFiiSMp'A P 0FmwoMm y.+Sa.�ul�is. t ff !f a YR a fSflGfi�/ ISO* CPP. fD�WM s of PAVJPW fT }■i■ I t1 i LA- M N • • )IBwmiimmm • "Ct`-J""�N`'i 11 11 1 ROLLING DOORS 36' WIDE X 20' HIGH SHEET WITH STEEL SIDING TO MATCH BUILDING • NORTH ELEVATION Scale: 1/4" = 1'-0" 2 SOUTH ELEVATION Al Scale: 1/4" = 1'-0" SIDING DOORS ON EAST WALL ONLY ("3EAST ELEVATION / WEST SIMILAR Scale: 1/4" = 1'-0" ROLLING DOORS 36' WIDE X 20' HIGH SHEET WITH STEEL SIDING TO MATCH BUILDING i r glop rn ¢A 0 ; E U LL O Q 0 co 0 Fp 0 N -0 W 0 0 Cos C~j�N�! �� zV)� oa Qto , MM(n �L0NN`� Q cC L W u W >0)00N w0w�XU' 00 L V Z V W .. 0 m Z M cc cC Q N M — W u- Ln m -- 00 J � r— Lu Z W a 0 U. LL. I-- Q Z W N V Z 0 > %� 0 N- e� LU Ca oC c� m C� r-Z �t�ZMw cn Z tY) 0. lfl in 00 00 00M W • W (Yy QL Lr)u M N A W zil:00x 0 z 0-) < H Lu Q r-+ •� CO Z �ar�o�o •� �O® ..J 00 �=0000 06 ( S) Qr) Q Lr) t--q Lr) W Ll.! C. 29129 t%J 4 sl�NAL I EXPIR€ S 4 / 5 /ry' Drawn: 02/08/05 By: E.C. Robison ELEVATIONS 1 OF AtEso, HTTED AR 3 1 2005 I I COLUMN W1OX3C d Z NEW COLUMN H 4 W1OX30 NEW COLUMN H W10X30 NEW COLUMN H W16X31 NEW 0 COLUMN H V W14X26 m J z NEW W12X30 r-I----------- • *� 4Z11' X 18" THREADED R W/ 15" EMBI 4 1" X 18" THREADED ROC W/ 15" EMBED 100'-0" 54'-2" REMOVE COLUMNS , , , , i NEW W21 X 50 COLUMNS , , , , , , , , , , , , , i , b 41J Im 4L , , , , , , , , , , , , , , , 'NEW W21 X 50 COLUMNS REMOVE COLUMNS 56'-5„ FRAMING PLAN Scale: 1/8" = 1'-0" 0H NEW COLUMN W12X30 DIAGONAL BRACING z , m NEW W27 X 146 COLUMNS -' ' Z, 1 O , , d �H ' NEW COLUMN W12X30 , 1 1 1 1 1 , 1 , 1 , , 1 , , � H NEW COLUMN W12X30 , , w w O �i � w Fr w ' , 1 � 1 � NEW H COLUMN EX " 7 F Pt RLINS @ 4f " O.C. W16X31 , 1 1 1 NEW COLUMN ' v W16X31 Cd NEW W27 X 146 COLUMNS m , 1 d z ' O ' DIAGONAL BRACING ` H NEW COLUMN W12X30 ------.---------------------------------------------------------_------------- JD :D (4) 1 " X 18" THREADED ROD W/ 15" EMBED CONCRETE SLAB 1 i i I ! i ! i (4) 1 " X 18" " ANCHOR BOLTS i THREADED ROD 4 EACH COLUMN U.N.O. W/ 15" EMBED I 1 021_011 FOUNDATION PLAN Scale: 1 /8" = 1'-0" CONT. FOOTING AROUND BUILDING PERIMETER I 54'-6" FLOOR PLAN Scale: 1 /8" = 1'-0" OPEN BUILDING - NO INTERIOR WALLS TYPE 11-B STEEL STRUCTURAL FRAME, ROOF AND WALLS OCCUPANCY - FACTORY INDUSTRIAL F-2 LOW -HAZARD AREA 8,000 SF GROSS AREA STEEL FABRICATION SHOP FOUNDATION FOOTING DETAIL Scale: 1 /2" = 1'-0" BARS CONTINUOUS V E Q N O rJLLO q. R W O -'t N O O M Cz V V C-4 ZLu (n hN00a) MC;� Uu I I 'X) N tic) � Q 0 W W CL � J � W > 00 ti WZW00000 p0W ow) m(7) a,(aoa Z W .. 0(A M W Z � L LJ Ut Lrn m --- j m t/� V} r•- Q � Q Q 0 W cr) V z W �0LL LL V) ZQwcv► V ^Z � U.> ac QV2�� V m V � Z ©�pQZ�.....1 ,Q LL U.J LL 3: NCe V) Z ca m 0. ILO 00 m Ora I 00 cu Ln 00 LLJ •� CL Lf) m V) N � z�00x W 0Z�<c L/) LL. H W Q o OQ�Ln •� ���LO 00 •r •�com W 00 J fW a = 0000 Q 00 1 �(S)Qvm 0 Lf) H Lf) W d't0tV C. " WY 29129 L 5S� OAIAL i�3, EXPifiES 4/5/ z_ j 0_5 Drawn: 02/08/05 By: E.C. Robison FOUNDATION AND RAMING PLAN 0% V-1 F__ BMII MAR 3 1 2005