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M <br />N <br />N <br />o, <br />e <br />0 <br />N <br />t9 <br />Q' <br />M <br />M <br />m <br />M <br />M <br />m <br />m <br />O <br />CORNER COLUMN <br />8' -6' HEIGHT <br />EXTERIOR WALL PANELS - FRAME <br />OPENING WITH ANGLE 8A -3A AT TOP, <br />CHANNEL 8A -4 AT 810158, ANO BASE <br />CHANNEL (8' -6' LG.) (USE (3) 236A <br />PANELS At 10ft. NOMINAL SECTIONS <br />AND (1 1/2) 236A PA NELS AT Oft. <br />NOMINAL SECTIONS) <br />ENOWALL COLUMN <br />8' - 6' HEIGHT <br />C OIqlf15R COLUMN <br />8' -II' H51GHT <br />13ASS ANGLE E3A -112 6I015W,4L COLUMN 15OG15 OF CONCRETE <br />TOP CHANNEL TC -119.5 r8' - 6' HEIGHT rFOUNOATION <br />INTERIOR COLUMN <br />8' -1' HEIGHT NOTE COLUMN <br />r ORIENTATION <br />(NTO) <br />I 1 <br />I I <br />I I <br />10' x 20' 10 x 20' 10' x 20' 10 x 20' 10 x 20' ( I 10' x 20' 10' x 20' <br />I I <br />� I I <br />53 1 <br />_ ®_ _ ®_ _ ®_ _o_ _o_ ; o_ _o_ <br />1\ -VERTICAL '115 VZ -89 L ajoEw L CO UMN L INTERIOR ARTITION <br />TYPICAL AT ALL COLUMNS 8' -II' NEfGNt 8' -4' HEI t 28ga. <br />I WITH ATTACAEO PARTITION8 I I <br />10' -0' <br />10' -0' OUT TO OUT OF CORNER COLUMNS <br />SCALES V8' = I' -0' <br />®AN . <br />3UILDINCx <br />NOTE: BUILDING "1" IS PROVIDED <br />W /(2) ADJUSTABLE CONTROL JOINT <br />COLUMNS. (l) 8' -6' HEIGHT AND <br />l U 8' - 11' HEIGHT <br />CORNER COLUMN <br />8' -6' HEIGHT <br />E WALL PANELS - FRAME <br />OPENING WITH ANGLE 8A -3A AT TOP, <br />CHANNEL 8A -4 AT 810158, AND 13A6E <br />CHANNEL l8' -6' LW IUSE (3) 236A <br />PANELS At 101"t. NOMINAL 61= CTIONS <br />ANO (i 1/2) 236A PA NELS At Eft. <br />NOMINAL SECTIONS) <br />ENOWALL COLUMN <br />8' -6' HEIGHT <br />CORNER COLUMN <br />8' -II' HEIGHT <br />EOCsE OF CC <br />FOUNOATfON <br />13A6E ANGLE 13A -112 ... 13A815 ANGLE 13A -112 SlOaWALL COLUMN <br />ATTACH TOP OF PARTITION r TOP CHANNEL TC - 119.6 �8' - 6' HEIGHT <br />TO 810E OF ROOF 13EAM <br />INTERIOR COLUMN <br />8' -l" HEIGHT NOTE COLUMN <br />ORIENTATION <br />(NTO) <br />PLOOF <br />8CA4158 1/8' ■ 1' -0' <br />-10 AN <br />. <br />3UILpINCx 11 2 <br />NOTE: BUILDING '2" IS PROVIDED <br />W /(2) ADJUSTABLE CONTROL JOINT <br />COLUMNS. (1 ) W -6- HEIGHT AND <br />(l) W -II' HEIGHT <br />9 <br />BUILDINGS " 1 & 2" <br />�n <br />DOOR SIZE <br />TYPE <br />ti <br />8' -8" X 7'--0" <br />EXTERIOR ROLL —UP <br />10' x 10' <br />10' x im' <br />w N <br />10' x I0' <br />10' x 10' <br />10' x 10' I <br />I 10' x 10' <br />10' x 10' <br />VC -94.5 <br />I <br />I <br />YC -94.5 <br />� <br />S3 <br />I <br />I <br />10' x 10' <br />10' x Im' <br />10' x I0' <br />aim <br />10' x 10' I <br />I 10' x 10 <br />10' x 10' <br />'IF <br />10 x 10 <br />eu <br />IF <br />An <br />® <br />® 1 <br />1 0 <br />0 <br />w <br />STE <br />V VERTICAL, l rz' VZ -89 <br />VOIDEWALL CO <br />I"N I <br />L INTERloR <br />LIRTITION <br />TYPICAL At ALL COLUMN8 <br />1 WITH ATtACAED PARTITION61 <br />8' -II' HEIGHT <br />I <br />8' -4' NEI t 28ga. <br />u <br />° <br />l0' -0' OUT TO OUT OF COMER COLUMNS <br />� <br />PLOOF <br />8CA4158 1/8' ■ 1' -0' <br />-10 AN <br />. <br />3UILpINCx 11 2 <br />NOTE: BUILDING '2" IS PROVIDED <br />W /(2) ADJUSTABLE CONTROL JOINT <br />COLUMNS. (1 ) W -6- HEIGHT AND <br />(l) W -II' HEIGHT <br />9 <br />BUILDINGS " 1 & 2" <br />�n <br />DOOR SIZE <br />TYPE <br />ti <br />8' -8" X 7'--0" <br />EXTERIOR ROLL —UP <br />0 <br />~ <br />w N <br />e <br />o <br />� <br />0 <br />E INTERIOR 4 EXTERIOR COLUMNS <br />NOTE: DOORS SUPPLIED BY BETCO <br />DOOR SCHEDULE <br />BUILDINGS " 1 & 2" <br />ID <br />DOOR SIZE <br />TYPE <br />AO <br />8' -8" X 7'--0" <br />EXTERIOR ROLL —UP <br />TOP CHANNEL TC- <br />I? <br />114' FRoOF PITCH <br />1' -11 <br />HEADER <br />8 <br />N <br />0 <br />O <br />_ <br />s <br />B <br />a <br />eu <br />� <br />e <br />INTERIOR 4 EXTERIOR COLUMNS <br />GENEROU8136AP OF OOW CORNING CI.l;AR <br />SILICONE SEALANT At INSIDE CORNER 139MEEN <br />ROOF PANEL AND HEADER <br />z <br />O <br />U <br />dJ <br />I' -6' <br />HEADER <br />71 � <br />C,, <br />0 <br />i- <br />HIGH BILE STEEL <br />ROOF PANELS (24 ga.) <br />'ZES' SECTION STEEL Ro 131FAM <br />33/8'x8V4' .... 14ga. <br />-`CEE' SECTION $TEFL COLUMN <br />I0' -0' O.C..... <br />35/8'x36/8' .... Ilga. <br />1111111111111111111111 ll 11 <br />810FWA4.1- COLUMN 9 <br />O <br />-ROLL -UP DOOR <br />i— <br />CORRUGATED METAL (26 gad L- J L- CONCRETE FOUNDATION <br />INTERIOR DIVIDER PARTITION NOtEt SEE FOUNDATION <br />SEE FLOOR PLAN FOR LAYOUT PLAN FOR DETAILS <br />COLUMN <br />8' - HW(SHT <br />im' -m' ►m' -0' <br />?0' -0' BUILDING WIDTH <br />'OSS SECTION 20' - 0' WIDE WILDIN6 <br />"52 OUIL ING ... T <br />SCALES 3/8' = I' -0' <br />PAYING LINE <br />z <br />w <br />u <br />Now <br />COLUMN <br />8' -7' HEIGHT <br />12 <br />1/4' ROOF PITCH <br />20' - 0' BUILDING WIDTH <br />HIGH PROFILE S TEEL <br />ROOF PANELS /24 gad <br />CONCRETE FOUNDATION <br />NOTE, SEE FOUNDATION <br />PLAN FOR DETAILS <br />15 CRO66 SECTION 20 WIDE MILLING <br />52 <br />SCALE. 3/8' a V -0' <br />PAYING LINE <br />SECTION <br />_) FOR <br />DATE AUG 1 9 2003 <br />TOP C 4ANNI =L TC- <br />CORK ATEO METAL (28 gad <br />INTERIOR DIVIDER PARTITION <br />SEE FLOOR PLAN FOR LAYOUT <br />6ROU513EA0 OF DOW CORNING CLEAR <br />SILICONE SEALANT AT INSIDE COR�ER 13ETMEN <br />ROOF PANEL AND HEADER <br />I <br />HEADER t l@ HEADER <br />'ZEE' 6ECTIOV STEEL ROOF BEAM <br />w 3 31&'x 81/4' .... 14 ga. HEADER SECTION <br />w z = <br />L Lu <br />U z z <br />� �, � � � 'CEE' SECTION STEEL COLUMN 810E'WALL COLUt'fN -- � <br />u O 3 I318' x 3 5/8' .... 1'1 a. O u <br />� ►- � ~ g ROLL -UP POOR � '� <br />cn li lill I lill lill r - BASE ANGLE 13A -ID 1111 1111 1111 <br />w <br />z <br />u <br />° <br />� <br />� <br />Q <br />O <br />HIGH BILE STEEL <br />ROOF PANELS (24 ga.) <br />'ZES' SECTION STEEL Ro 131FAM <br />33/8'x8V4' .... 14ga. <br />-`CEE' SECTION $TEFL COLUMN <br />I0' -0' O.C..... <br />35/8'x36/8' .... Ilga. <br />1111111111111111111111 ll 11 <br />810FWA4.1- COLUMN 9 <br />O <br />-ROLL -UP DOOR <br />i— <br />CORRUGATED METAL (26 gad L- J L- CONCRETE FOUNDATION <br />INTERIOR DIVIDER PARTITION NOtEt SEE FOUNDATION <br />SEE FLOOR PLAN FOR LAYOUT PLAN FOR DETAILS <br />COLUMN <br />8' - HW(SHT <br />im' -m' ►m' -0' <br />?0' -0' BUILDING WIDTH <br />'OSS SECTION 20' - 0' WIDE WILDIN6 <br />"52 OUIL ING ... T <br />SCALES 3/8' = I' -0' <br />PAYING LINE <br />z <br />w <br />u <br />Now <br />COLUMN <br />8' -7' HEIGHT <br />12 <br />1/4' ROOF PITCH <br />20' - 0' BUILDING WIDTH <br />HIGH PROFILE S TEEL <br />ROOF PANELS /24 gad <br />CONCRETE FOUNDATION <br />NOTE, SEE FOUNDATION <br />PLAN FOR DETAILS <br />15 CRO66 SECTION 20 WIDE MILLING <br />52 <br />SCALE. 3/8' a V -0' <br />PAYING LINE <br />SECTION <br />_) FOR <br />DATE AUG 1 9 2003 <br />TOP C 4ANNI =L TC- <br />CORK ATEO METAL (28 gad <br />INTERIOR DIVIDER PARTITION <br />SEE FLOOR PLAN FOR LAYOUT <br />6ROU513EA0 OF DOW CORNING CLEAR <br />SILICONE SEALANT AT INSIDE COR�ER 13ETMEN <br />ROOF PANEL AND HEADER <br />I <br />HEADER t l@ HEADER <br />'ZEE' 6ECTIOV STEEL ROOF BEAM <br />w 3 31&'x 81/4' .... 14 ga. HEADER SECTION <br />w z = <br />L Lu <br />U z z <br />� �, � � � 'CEE' SECTION STEEL COLUMN 810E'WALL COLUt'fN -- � <br />u O 3 I318' x 3 5/8' .... 1'1 a. O u <br />� ►- � ~ g ROLL -UP POOR � '� <br />cn li lill I lill lill r - BASE ANGLE 13A -ID 1111 1111 1111 <br />