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m <br />N <br />N <br />0 <br />E <br />cn <br />a <br />m <br />U <br />EXTERIOR WALL PANEL$ - FRAME <br />OPENING WITH ANGLE 8A -3A At TOP, <br />CHANNEL 8A -4 AT 810158, AND 0AS15 <br />CHANNEL (8' -6' LGd (USE (3) 236A <br />PANELS AT 10ft. NOMINAL BECTIONO <br />AND (1 1/2) 236A PA NELS At 5ft. <br />NOMINAL OECTIONS) <br />ENDWALL COLUMN <br />HEIGHT <br />EDGE 012 C ONC RRTE- <br />FOUNOATION <br />CORNER COLUMN <br />8' -6' HEIGHt <br />13A8E ANGLE 0A -112 ... 1:3A8E ANGLE IBA-112 <br />ATTACH TOP OF PARTITION I TOP CHANNEL TC - 119.5 E TO SID OF ROOF 15 AM <br />TOP CHANNEL <br />o -- �- o -- I - �- o - ��� -- - ��� -- Mgr-- o -- rl� -�- <br />10' x 15' <br />10' x 15' <br />ID <br />10' x 15' <br />10' x 15' <br />10' x 15' I <br />I <br />( 10 x 15' <br />I <br />EXTERIOR ROLL -UP <br />10' x 15' <br />YC -94.5 <br />I <br />I <br />I <br />I <br />II <br />VC -34.5 <br />Q_ <br />�' <br />I <br />I <br />I <br />I <br />I I <br />x 15' <br />10' x 15' <br />10' x 15' <br />111 1111 <br />10' x I5' <br />I <br />10 x 15' I <br />I <br />I 10' x I5' <br />10' x 15' <br />� <br />I <br />I <br />O <br />O <br />O <br />O I <br />L IBAW <br />rA\ <br />VERTICAL '115" Vz - 89 <br />ANG <br />E k3A - 52 <br />INTERIOR <br />ARTITION <br />83 I <br />TYPICAL AT ALL COLUMNS <br />WITH AttACAEO PARTITION81 <br />TOP CH <br />EL TC -595 <br />I <br />8' -4' HEI <br />HT 2 8ga. <br />10' -0' <br />!0' -0' 10' -0' <br />f0' -0' <br />I0' -0' <br />10'•0' <br />10' -0' <br />l0' -0' OUT TO OUT OF CORNER COLUMNS <br />FLOOf <br />SCALE: I/8' • 1' - 0' <br />ROOF BEAM <br />+t0 x 5/8' 8012 AT <br />TOP CHANNEL <br />230 PARTITION <br />PANEL <br />SIOEWALL COLUMN INTERIOR COLUMN <br />8 -6' HEIGHT 8' -1 HEIGHT NOTE COLUMN <br />F ORIENTATION <br />(NTO) <br />3UILDIN 11 3 -- l' <br />NOTE: BUILDING '.5" IS PROVIDED <br />W /(2-) ADJUSTABLE CONTROL JOINT <br />COLUMNS. 8' -6' HEIGHT <br />0 8 <br />a 0 Z3 <br />s <br />s <br />9 RIDGE LINE <br />' O <br />ti <br />O <br />� o a <br />e e a <br />L L--c' EXTERIOR COLUMNS <br />V INTERIOR COLUMNS <br />--� INTERIOR t EXTERIOR COLUMNNS <br />EXTERIOR WALL PANEL$ - FRAME <br />OPENING WITH ANGLE 8A -3A AT TOP, <br />CHANNEL 8A - 4 AT SIDES, AND 1:3ASE <br />CHANNEL l8' - 6' LG.) WE (3) 236A <br />PANELS AT IOft. NOMINAL 8ECTIONS <br />AND (1 1/2) 236A PA NELS AT 5ft. <br />NOMINAL SECT(ONO) <br />: <br />ENOWAL L COLUMN <br />8' -6' HEIGHT <br />EDGE OF CONCRETE <br />FOUNDATION <br />CORNER COLUMN <br />8' -6' HEIGHT <br />NOTE: DOORS SUPPLIED BY BETCO <br />DOOR SCHEDULE <br />BUILDING "3 & 4" <br />ID <br />D 0 OR SIZE <br />TYPE <br />An <br />8' -8" X 7' -0" <br />EXTERIOR ROLL -UP <br />HEADER SECTION <br />■11111 II <br />` <br />13A813 ANGLE 93A -112 ... I3A8E ANGLE BA -112 81PEWALL COLUMN INTERIOR COLUMN <br />ATTACH TOP OF PARTITION TOP CHANNEL TC -119.5 8' -6' HEIGHT 8' - 7' HEIGHT NOTE COLUMN <br />TO SIDE OF ROOF 131=AM ORIENTATION <br />— — — — — — — — — — — - — — — — -- ------- - - - L_ - (A nA nA nA nA o - _j <br />10 x 10 10 x 10 10 x 10 1m x 10 lot x 10 I I lot x lot lot x I <br />VC -94,5 I I <br />1/C -94.5 I I <br />ir <br />I I <br />I <br />I I <br />I I <br />10' x 20' 10' x 20' 10' x 20' 10' x 20' 10'x 20' I I 10'x 20' 10'x 20' <br />I I ` <br />A I I <br />53 I 1 <br />__ ____ <br />VERTICAL 1 Vz - 89 BABE ANG E BA - 52 [— INTERIOR ARTITION <br />TYPICAL AT 3 I U)ItW AtTACAEDLPARrittioN81 TOP CHANNEL TC -59.5 ( 8' -4' HEIGHT 28ga. <br />10' -0' <br />l0' -0' O UT TO OUT OF CORNER COLUMNS <br />F:L 00f <br />SCALE: 1/8' = I' -0' <br />A <br />A N... <br />TOP CHANNEL tC -59.5 <br />12 <br />ROOF PITCH 1/4' <br />3UILDIN(fi 11 <br />NOTE: BUILDING "A" IS PROVIDED <br />W/W ADJUSTABLE CONTROL JOINT <br />COLUMNS. 8' -6' HEIGHT <br />HIGH PROFILE STEEL <br />ROOF PANELS (24 gad <br />FOR <br />UCTION <br />DATC AUG 19 2003 <br />G1= NEROUB BEAD OF DOW C 1;ZN G CLEAR <br />OILICONE SEALANT AT INSIDE CORNER BEtWEEN <br />ROOF PANal- AND HEADER <br />I t -b e <br />' HEADER <br />Lu <br />z <br />W J <br />s <br />61 `� <br />r � <br />E <br />81DEWALL COL" <br />ROLL -UP DOOR <br />0 10 x 5/8' 801 (815CURE <br />(4) PER PARTITION AT <br />INTERIOR COLUMN AS <br />BHOM HERE AND <br />ON ERC20OX -208X0 <br />BABE ANGLE <br />0 10 x 5/8' SDF At <br />BABE ANGLE <br />NOTE= ENSURE THAT FLAT OF <br />230 PARTITION PANEL 18 <br />FLU814 WITH INTERIOR COLUMN. <br />53 I N _r ' R I C> C C)I L, UMN a <br />NOT t0 SCALE <br />z <br />z <br />II <br />Q_ <br />�' <br />I I <br />O <br />I u <br />it <br />111 1111 <br />1111 <br />1111 <br />1111 <br />O <br />CORRUGAtED METAL (28 ggad <br />INTERIOR DIVIDER PARTITION <br />SEE FLOOR PLAN FOR LAYOUT <br />10' -0' <br />\% ki � <br />A <br />81 <br />AN ... <br />INTERIOR COLUMN <br />PAVING LINE <br />�" —'XEE' 8ECt10N STEEL ROOF SEAM <br />3 318' x 8 <br />'CEE' BECtION STEEL COLUMN <br />+� lm' -0' O.C.... . <br />38 /8'x 38/8'.... 17 ga. <br />� II . lI II II II � II II II II <br />� (' -RASE ANGLE <br />L �f HA -82 <br />COLUMN COLUMN <br />HEIGHT 8' -1' HEIGHT <br />30' -0' BUILDING WIDTH <br />COLUMN <br />8' -1' HEIGHT <br />153 CR055 SECTION 30' - 0' WILE UlL0lNG <br />�3 % IL O INCAS ... '3 4 4' . <br />REVISIONS <br />DATE I BY <br />DATE: <br />8/8/03 <br />DRAWN BY: <br />J. B AR N E TT <br />SCALE: <br />AS NOTED <br />P <br />BY <br />9 1 it <br />CONCRETE FOUNDATION <br />NOTE: SEE FOUNDATION <br />PLAN FOR DETAILS <br />10' - 0' <br />PROJECT NAME: <br />® EAST 54 MINI STORAGE <br />B E T C O, I N C. PROJECT ADDRESS: ZEPHYRHILLS, FLORIDA <br />OWNER: PROJECT NO.: <br />P.O. BOX 1650 JOHN BOLENDER FL03134 <br />STATESVILLE NC 28687 SHEET TITLE: DRAWING NUMBER: <br />(800)654 -7813 FLOOR PLANS, CROSS SECTION & <br />DETAIL - BUILDINGS "3 & 4" S3 OF 3 <br />0 e <br />0 J <br />O <br />U <br />w <br />a <br />9 RIDGE LINE <br />� 0 <br />�- <br />ti <br />0 <br />e <br />e a , <br />0 9 � <br />EXTERIOR COLUMNS <br />INTERIOR COLUMNS <br />---� INTERIOR 4 EXTERIOR COLUMN$ <br />