Loading...
HomeMy WebLinkAbout38461 CR 54 EAST a w CII o� oa a zm , %A m C Z om �../ m C o n m� Z rn m m m CI 7:1 -3>.M Zoo 0 4. mo cs$ Z Z �'� - Z �n o pZ % c� \ 114\ ' . ( \ N.: --, V \ \ C �� �� \\ ��ZO7 N -V*( `( C �,` D ~ x X O G r AVM --% � n 7p a� s a x -p ZIJI Z T7 C.,3/4 -70 p Zm C7.'17 N Z a 0 ��� N n O lJl VO 4�0, (71, V S �zoo OO i r*� mmO r C - Z mO - Z � 70 i�x c m ,�� M 00 m x 70 0 0 - 1 t,aZ\ \ \ En M A3--I - MD \ CO -�z r- z \ _ v) O AlliElliallialill= \ mm rrI Z f ' t ...V) 0 ,-,,, K Cn 0 . K 7 -. / . rn z O - U •-1- Z 0 Z.- • w 6 m ox m 1 o ` ' � CD rn -1-i W �-I= /...7 / / zm r ri> ° 1 ' ' !! oOr- v =r-Np -.s OZ z K m •v m o s\ o n CFI Z m i 13D z O c =c \o 9 e � z � Nr o^ Z / / \o ° a z X- �z'o 0 ril -i, r • 4 o c ,� v W ® m cn 4 , I 4 / .. .: oo c " 71 , t, 9 :: ... , �� e z • A — , a0 ��ou C .. 0oxi = Z WD O1 c/ 2 c mui8 7= 0/1/ / vT� 2 CO n� = - I mO r O mD ��� c EP. 0 Z D prn Zf -ZZZ� rL1 rn nw^ me . II/ G ") _ -j Www r Z rn orn n prno gi E z 1 t- --f x i tiAtoa1rrnQ (1 0 0 n d�p (» -f -t rn t_.p .c -. A -1 , (1) - ii('rn r 7 fi[t r rn rn n Z rri n U, - pr n r kA 0 rrr rn p p n (j) d" OrnED. n-+ "NmEmzzoi z X n n o � zE - ''mom fiN rn -+ N -U o 0 a __RD IN. rn: d ri � 0 rnz 4 z I- -p rnfi d i n _._ � U ' r p � Oti r - p z d Z N� 7 rn U o rrt r- o 0 z z p O - trn -- zi - -),. z h z za z �rnn-f -� rn A r ) � p rn=r p� z i p ' C� zn A z z as _ I n � J �Z N . . . . r kyr 1 %i r rtt7 6 b d � .� p r • .• . ti irn X Nn � rn rri z �0IN,— - \TrrOp �C1 ({ --1N n n o zx 1 r �'° - -11 Z N - I - -► 3 60�i b G\O -.-. � O n rnz O rn ..-+r-rnz N I�. N 0" 1— n p ° r - x r rn\ ti� � 0 ZONCn N \ � 1 -- A4-t ? S ri, f.) _En P z O N C) Ili n N N \ Oz 1 a 0 d rn 0 N -- U Si rn z .... z z . d -+ z-1 rI 0 z .r I -( I N III d W ' 1 _� rn n mN I - l J U ° ,._ rn0 1 1 I -- � s' c Z 1 1 0 0 �' ) C1 z x 0 ,7 �- s r nW 1 - --+ n n ) 7 1 0 1 X x - r n 1 1 - - P 1 1- 9 1 1 _ -1 z c ( -1 A ---. t- ---.. * -0 - z --- -- N ID 0 A a / - o - . 13 m CO CO =m D rrt m 73 A 1 7: /l vt n 7 2: - (33 ry 0ytil - "To LC) � D m Z r te vl rrn O g m O --1 \ 70 f Z m co �-�. i n Z m-6 x � D ` ` ��r n 0 D� w00 m mn( r- - --t \ -6 0 ;pC CoZ m C� Z a v Z co e m V IT m D 0000 0\ CO n al O c Z N N m zN D _ _{ N r Z ° m -r , a D x p C S. = r c� Nz Pi m D Z mm 73 0 –I O] r –r LO 6 D co, 0 b. __, O C N II u O ..- O W ax 031 Z 8 D m m 0 K - ^ i —� > N --I O `' D m D - 1 (n ° rrl O z CU O fTl - r 0 CO d z C o -' F - rt.. = z Z 1 - -I - los — ip co 0 0 11 0 D Z Tl 0 � 00 o 1 ...._, n z O / i � may:. e xn 10 6 to \ 0851Norl- tri It. / i Ric; t 0 L4, ' \ I /iv a,, __, _, 4 „, # ts3 a E = 5 Rit-ti ON '.--D 1, #7 • E VieJ >- 1r- AIO WNN - ( s . 0 )79,40 Ab i giw akeii N., Al/ f ., , 4 0 ''Y-____- 10 -fetty / sq H t�.aT n'r P 47, O N X.N. 4 1 1 Z v i \fil!, t ^J y H O 0 Z L_I °, //\ I 4'4 V ro t N��,�N �N. P. N ii INI � I* N O ik-A leg el th . "� � ANN A rrir --� rya I i O 1 I r wl 1-`,/ \ Art.,\ lgril 3 :1 t i j °1 VN_As, v: 0 n, No r, - 1°E w0 , A it- orb cD I'- ♦ td ��� �� moo �Q� I NL / VAL\ m ,., * •••• III * *D: < * �: p � _ DimD _, D,( —I. n ' - mv 0 r r n � -. o D = . \ .UD�7 = 0 0 .moo • N�NCN N Z =c Y! � — 1 z O -- I r- my -x _ -1 0 m a tt - 1'� x x m xx x G) m e -r ='._ I *1� x � 0 0 J (.1 m > X z � cn X x ■ j � ? in s 0 0 r u' <z O S��p - f. w _ C - off �O� -- I a \T7� °- I ' I 0 m o�l n � � t - � l gp0 pi ' 11�0� ZOo OO�OoOr -I m -I >D � 1 m �,Z100 D m 0Z Z. Dx �'� Dz ro 00o 00 1 0> , i W A I r m m K n j m "TI TI TI O ?7 te c__ en �. o xl (� � pZ p te r- c , , or O �- C 'Cm ,-, ,T n D ; mD c *�C y I- - ooD� • O I N = -i n _-I N u) � = ZC7 O� -I m -1 = _ 1 Z 0 r- 0 O * > mw Z r m O ean 00 m K 1 0 � m z N.1 r — D t m xi 1- K 2' i< n 0 - C ?_I 1 D o m `�J > �- CU Y in n x D • F5 5 0n - r , I Z nm c7 If Z n Z I vm 0 C _ �� rn � Z \ = a O r 0 m 1 1-1-1 m r m N Z I LI / 7J in w 1 1 I x 0 n lir 0 _ 1 � - //: Z _ ii � = r 1 ---- 0 0 0 o � m0 o - m I I O O I z `� ' m >, o m — _ . rn -"t__. Aj K m > , E (� Z,- y z �_ 0 0 = Z I o r O D xr Z 1 ` ' o r O r z v o to K O P1 P1 rn • z ° o z 'U 11111!ihk = >-----. b • To$ z -� 1 � 0 Z xi D r- 5 m 4, O Z 1_, uI • - 0 W O i Z n l7 D z '� z o 0 —I O '_ ~ p3 a M I- y s I I , _ -i z r- (7) z O ■� /CM „r UMW a = - o m O � - °4' x] D z I mn � ` o z z D. z cn � rz *1 z o r .��_ ' � : m o r = - Ii i 1 z o f D � � o >p�' O Z D �► O Z r w 0 � zx D � o d x * 0 O rn ' i 1 0 pr - pmCn� = K * � r m (p o D O - r1 C) 0 0 2n O N N Z c o' > °oz0 m • f 1 T1 Z> Z 0 , f M m r z =z. -z i z o - ” -0 z D c O: D'T1W0 Zr z < - en ril 0 ■\ I p my r r Z `U ■ 11\ c� I � � / `■Mill■ as p W v N O 7 a / \ U3 0 N o ! • I Ir# It r rr 111 1 '``` :1 co y o z � ra nl' to Ca ! �y �, rh C7 ° � ih ' I ° ! r •I � 0 � 1Ir4 z o ,`" I: I/r/ ~.3 '23 !//I 11 xi C7 � !�h ° ' C/3 t=3 ilil //it °I m 1/1/ i K '`i g b03 /-ill c-1- ∎ a y o a VI I ((q Si I-•. co a ��s-- - " U D m z -I O 0 I`b 1 !/ - -1 m o O D 0 m (1) ENIIMINIII, I. immimiimmminnimimi- v C > a, W 0 : < — in 1 (/) p p ;;°. O i9 m --1 0 fI 0m � x ,� pC D= xi x L_ I ` I m� aD 00 x ZP1n 0 Z x Z 00 („ZD 7 N ,W I ( * PI 0D ° =0D O Z I t 1 i ) c D 1 1 oo> ro �m p "ZZ K r PI o I p -_ L P ;0 0 r '�� m z p '� i D � =i I I7 ^ y u r 0 <z ` ` 1 m f N O rn m DD �� j l � 0 Z Z T n Z m co vrr ✓/ Z O * m n r 0 (--- 1 o x CO I 1T1 * 0 m o0 A 73 Z x RI 7 r r fir P1 -- - -- c? D ■ 0� . X �--1 O Z IV Z P1 AI XI X A3 X S ! 5 5 5 ta • I3 I 0 z z z 0 r La A U m C < U < f jmD T,� i>- Z X Z m> Z m ai — 0 0Nx m 0 > m 0 Z °v s 0 5 n I 0 D .� mZ � � rn 0 rl D o r O Z r z =�.\ -, z N �' Z Z '�' 0 O O D v) K m M v ti L--.1 = p O = 0 — 7 . ID- ?� 5. O u 2 a `�► y �io D Z r Z x < �� v O Z 1 � Z r 1 0 2 $ g W y y Z m C Z .,,,L1' mO m O r rn C z z o ~] b � �j N Fri r z r- -I "r > ^ ° Z D 0 '� z O :1 11 lir. a • . ri„, .>0 A.1 Fri m rn Ai IIIIIIa 3�� ti t ' _ O � Z �D O Zr O .. , 0 "'3 0 � � m rxi n :o x b y 0 y r � W M y O � 1 i I 1 2 0 N N Q y n x U n 13 j. No 1/ °/ ll i CI) :t1 •Z3' any > a/ ›. CO o 0 1 1 1 mr b --I C) o '10 LTj l l r •I n l I ' � � / ' � f 0 y z // •/ Zb 1: li ri '-3 y I f T n y / o s . f• I °I O ao rri c-,- c---s- 0 m v I °/ • X/ 1 7 10 c m �11l 0 D xl Ql cy- kU o I 1 �` a = o o Z (4.1 l C° * D: < *W: o ^q O <cn- -I - '1 1 _ - 1 <.i O ( ( *i o a D w _ ;�0 v Oo > o r- 0007) N Zo . �, y z D �� '-1 r Fry-- -I mm x E�mx mx <x _i� x m �� r m\ 0, 0_, n xw Z � zo �v, � zm D �: h c7Dao r C/) .00 r s <Z O � - ' ���C � W 033 D�� 0 °D < 0 m � rc D O0 _. m �7 p [t r ' � �P O � Z '� m =� m � C - r Z Z DD Z D x 7 � rr s D - *Z PI �cn >p tnr;. K� E -1 2 A) i r vm -{ �D — iO�o �m°n �Z�o Z�z z Imo © r \� r D r i r ) o ' o *O I • 0 * r y 0 r p : A) - N D �z � - (7 - i \mf D- u) 0 - Z 'U O co 2 - �0 1z 0 x en--•0 S _ rZO 0.-.. _1 M Ni m 13 rZ c Z ccn m � o 0 K �� m 0 \ Z"Din mm- m 0Z 1 0 ' m m 0 f *� -iCOZ Z = w . m - C 0� 0 r P1 Z n" 0 Z - �0 �O m 0 =Z0 SD\ Z u) 2) ��N Z z�= mo m _1 X� 3.---. m p Z ^ Q� <pm z 0 I p z I p D c' (-) z m I x m r, jx p v on �D fm I - 0 D� n r 0 �= r 1 1- - - - �+ � z r O Z I = AJ All I 1 o i 0 . I D �' 0 m G - . � f-C) u o r r 1 �� o 0 o - _ m m - I q 0 < O I - J �] t D I_ 0 � '' 0 o 0 z , —' z 1 rj ss PI r m o 0 i y "1 O - z _ 2, O W y 0 z �J �1 *_. O f D : m^ : O --1 K m c, . -r + D O 0 C) O 70 r .-. p D C�" D �} 0 0 C > co 0. = .. _1 'XI z tz1 r Ul O x -_I v- -- -c "D - Q -1 —c rc x m C 7 ZC r D z -u tn b y o I) U' O Z O O mZO� V, 1D� 0 n �' � � OO �-3 o oO p m D O._.. o K m coo z Dz -0 C t W Lij Z Z Z x OZ x 0 Z r r � c _ 1 • • �Zr OZ 0 m 0 o rillbt v m :.• m aye irabi‘ m m � �o m0 d '>! M . 1 y � Z v 0x, D s � 'ty to � I. � O _ a p0 m � • 0 0 "p trl c� z • N a �7 O) 0 1 \ b tT , I N o a y fT1 ...... .'. N y �D _.■L1► Dw - ����� ��— - - - . ' N i�a�E�� ��� � i 5 03 �� �_w c n P _,....... i 4-.4,- Z -- MINIIIIMIIIMMIIMIIIIIIIIIIIIIVAMMIIIIIMMIIIIII A MEW IBM, �! SINEW � i _ � _ • _ — ma w > O 6 m 1 I I sli IIIIIM (1) D -i 0 :1 � XI '20 m ti ' - - S O - rt O W m Ill■ MEW co -9trl 0 K ale■ImimiwrallII MINI I -13 �� � 0 1 w- O - ' s f A •7 1.4*- D .j . O c o cn \ `'o o 23 '-' �rn (7 — : - a - 0 ° S (n m _I IJ x C - pi m - O0 m x 0 ' = -I m `A C X X 00 m XI 7 0 Omz 73u) 00 73 X D o crl Z � 0 o - I m D co p D O0 0 - i Z �l 0Z „ 7 z - DD z - x Om 0 i , . C m 0 r r I co 0 r m I Z r- 0 Ul Z O 1 p� r C 11 I � m m<� � � ® �� Z - I m CA z.. - ( o p o � - A (J) z 0 t „ O m m 0 � , m ''� -I Z > 2 O --1 mD 1.--1 D : 0 Z nC z Q D m -I r Z = 0 1--x= m m m y Z m (/) r [n - I f 07 -I C l -I ° • in Ai , a 0 m X CO ti D 0 0 m 0 * Z D 0 0 '' c, z c z r n � r m O C. K � • 0 l c m •• ���` 1 00 ) o , r j It.'-�Iily■II 1• • 1f - ' ■ _g O O Z 1 D X O m ° < rn ° m z ° --I x p O m^ n m a 0 t ^ (n = v a' m .=1 --I 0 L21 > D m 0 _ co ' m y ---I -I 77 T7 > O 0 0 W O z D. _, z z L CA Z r K y D Z m Z 0 C -. UO� n D r 0 Z o0 0 Zx O D O O X- m -a z O C - D - 3. in -- I f�Tl \ I ' M 0 D Z \Zl��� _ S Z > :0 0 �W Z Z 1.... -, XI0Z o s Z r ∎ 0 �' D Z MD r i y W 1,j tli'1 mO7 �� m0 trj 0 7 'U � - xj m r ^ < I fl m o o • ! / \ \ ( \ a 0 C - .. • � D / r lir al cu o � / � T r \ m � " •. -1 n y ' c' . O a tu y ! � P / M IMO' AIM � ~ � .--1 � _� _ � y P.' --I C m D Z 0 ■Ismilimmis O ti. O y r =1 X T) O ,f • ; OZ O co //! m °?1Z A CT) .44 .. ;.,.Ear•...,._.. . 4�,�ti E X co �� I 1 z r oo \ -- b b a n Cn w Or H t- b y r t " .2i '1:1 01 0 Z I---a ni .04. u) ti, 1 y� T { b t ] , cf) H t i 11 \\ \ r0 y x pi a a tmZ Z trJ v; H r , Ca da LJ A � a �� L co y7I PI Z ! T \ 1 ( 1 [=1G�Z n na r " t=] O � b ZL • t :a i� ��� O�t y� O 1 , � fib~ O nom � . a bOZ y Z b h7 0 1 tjH Pi �� Z r ►� -- yea b I En .p 1 03 a n O c*? a k ? co y: '17 Z n x 7 r ' a r n tii tCI ,t. t � r n Xj .. :, '1 O y y. to Z d U • y � r" nb r \ O b Z y 111 t tz . n pi 2 '' to z to 133 n in r z O x t� \ 6 Oy 0 0 tri n . H y n ______ �� // ,, 1---f I/ Z b cn 0 z 'XI Z / : -\ ,__2_, - / t b a �I� , . . . , • H ...... O'D _ •+ 1p T - S -ry -0 / w k. U 3 // I r' Ai § 1 gAGre b S t xm I Iktti� s o 70 II a •. W 4 Ell --\ ,.1, i)_ T m 6 (A A . p A 0 _ \ - I : -7 7 0 C - .� 1 1 1- 11 1 -1I 1 m -1 I I_ —� �_ S A n n p 0 1-1 ( 1 ► ' I z .III- "�ilk ► A I 2' a IN N :I D d A r- m ni c Z k —1 RI A .9i '" IN gA ?; r _ 11 1 x O N � I I 9 1 k �� �" o A 'I I ).11 ;" X1 m ii i,4 !� z V -, r 4 X� m mr-- vy 4 Xm O 1�j r A n 1 Ap AA � 4. g A n y�0 rn A " = I 1V4• E z A z 2 NI Ng CD A { n OD N O C , I yy Z fIF N 11 A m g' i i ! 1� i y d S 6 1 A • Il mmS A „ y .11 1� Il to S li� ��� A • ._ m r - aR m 4. AI 4 1 W E I I - - - - -- cp r il ,,, II I � � �a ' n z m ,� n Q 0 n1 ti T b @ gq d 4 P € 4 : t M U O I ! S' A m p I p n p S w N b d 9 Y lin I gm r. li i. di mr� f17 r h ~ A � 4 . X Ng z N _ -i � © 4: i = -N e � m ~ ' -i m w r A < Irf m (� § I w s ��i 0 �" I r � L A I � \ m I � E S i 4 0 l I e A o r rn r �h m m I 4 n "� I A p m I S z n 4 • - ] L P 3 m 11. � Nit X g o . o - 21 . ,.. rs ,e N / 0I) /a l 11-11 I -� PE I 1 6 � ll! r o n / a kr _ - 1 1 z s �i � - -1= Z 9 rri A Iv~ rn — — — - -- I (5 I - 1 1 , _ _ ., 1 " I A 1 1 a a -, 11 4 L1 0 to � 1 z / U, I_ a g G� `" m t '•6' / m „m rn 1 1 n TT N g b- 1. D A \ yA Z p.� L I \ Z i M / / 1 8 \ i / / m \ y y z IN TERIOR GOLUhiN FOOTING ,4• .tcr_.•-• 1 ' H (I) AND WEDGE ANCHOR AIll - - - - I- - — -I- — — — 4' A m I —4 1: �r I tl I r I I I I I I I --1 - I n r I— I I II I_ ti 0 W 0r m J._ ___11 I� g614 1 i IR 1 c -1 / I II II I� - A '-° p Z (p 1 I I I II O C Z/ I L� Iv 1 I0 ler r • "- ` 41 3 '.0' SQUARE / j" S II k m mp rm v -1 n 0 2 kg) ... ii -..: n .if g ) t !1 A k — I 11 h ri i . / g r b § XI ��l I + r. ti --I i ll- ? < < 2 1 JO ig Sly § A k� — § W 4 0 10) F1 F 1 5 0 F 14 X , SPA 'I TALC W VA5�pR Q�N AT �� 1 IN Rol . ppF CHI R PA SpF ��F 4p10) ( ?ART N O. W NA5PpR O.C A T 3 a X (20 #`PPR O M of 011 I'] ROOF PANEL p FAR GOP ER oMI�E . OF NO F1 AT GNM N I, A 1 PA PANE A� F1' �A '5 E Poor ART NQ A TT1 ..1, P _ nR „1 (P . ��r� BET �r FLIP SHEET — ►P 50T) SE ( 1 12 0 tE p PAN US 1/ TAP IN FER 60 0 6 R f 050001) W N (P 1, pOP PA ,R Q 1/8" x 112" GRAY BUTYL TAPE —� BETWEEN PANELS (BOTH SIDES) ROOF CLIP A e V" A CG CASE 1 118" x 112" GRAY BUTYL TAPE BETWEEN PANELS '* - J14 x 718" SOF STITCH 27" SCREW WITH SEALING WASHER AT 30" O.C. (PART NO. F14010) (LOCATE FIRST SCREW WITHIN 1 " OF PANEL END AT SIDEWALL, NOTE: OMIT LAST STITCH SCREW AT GUTTER CLIP LOCATIONS) CONCEALED ROOF CLIP (PART NO. R20060) 118" x 1/2" GRAY BUTYL TAPE (PART NO. M30001) 3) #10 x 5/8" WAFER HEAD ,DF (PART NO. F10008) ROOF BEAM ADDITIONAL STRIP OF 118" x 112" GRAY BUTYL TAPE (PART NO. M30001) ._ OVER ROOF CLIP FLIP SHEET „ , > .., e., f 'E AA �T R j AUG 19 2003 SA -1 ANGLE .._ ,............ _..�._. #14 x 7/8" SDF STITCH SCREW WITH SEALING WASHER_ r_: =._. AT 30" O.C. (PART NO. F14010) #14 x 718" SOF STITCH SCREW WITH SEALING WASHER AT 30" O.C. (PART NO. F14010) .FLIP SHEET SECTIONS NOME: NOT ALL ROOF SECTIONS REQUIRE A FLIP SHEET. IF THE ROOF SECTION LENOTN IS ON A 16" INC MENT THEN A FLIP SHEET IS NOT REQUIRED. IT IS IMPERATIVE TO PROPERLY INSTALL ROOF PANELS AT THESE SEMW SO THAT A FLIP SHEET IS NOT REQUIRED. (FOR ROOF INSTALLATION SEE THE MERAL NOTES THIS PAGE) FLIP SHEET 118" x 112" GRAY BUTYL TAPE BETWEEN PANELS (BOTH SIDES) NOTE: AT ROOF CLIP BUTT SA -1 AND INSTALL (1) #14 x 7 STITCH SCREW PER ANGLE 1/8 X 1/2 BUTYL TAPE (PART NO. M30001) CLOSURE ZEE —_ � FL1P (PART NO. R20005) CLOSURE ZEE TO BE RECESSED INTO FLIP PANEL 112" TOP OF WALL COLUMN P NO. F10006) GENERAL NOTES: ' OR HEADER MINIMUM OF THREE (3) 1. 316 PANELS ARE PACKAGED WITH 14 SECTION A--A IN LENGTHS PA 10' B UNDLE TO 60' AND 2. FULL TRUCKLOAD QUANTITIES OF PANELS WILL REQUIRE AN ALL- ® 10 TERRAIN FORKLIFT WITH LIFT HEIGHT ® tiE 15 Of WG ON Pl y, E G � W ITH SPREADER BAR ' FOR OR OFF LOAD NG TRUC vRE E 51L ON A 3. PANELS STORED ON SITE SHOULD BE Z ED GOO o o?tiN 00, M ti 1/a x KE OFF GRADE SPACED D AT PAV 15' W c A c�0y0-N� RZ F E OO PPR�y��,. ��wOFRE DRAINAGE OF MOISTURE. ARPING NOT �PPR NOj EO �0�. pC � N v N P.P� NECESSARY. Nf �N� P 10 ? ADDED MORE INFORMATION ABOUT STITCH SCREWS 1/15/03 JCM kG pF UStiWO ADDED MASTIC DETAIL AT ROOF CLIP 2/9/03 JCM C A SE y WOON ye NEB �`��' P PPS y P PP 1, ADDED FLIP SHEET NOTE 10/9/02 JCM -FIELD TRIM DOWNTURNED ETCO INC. LEG OF ROOF PANEL FOR2 VERTICAL 1/4 � ��� �1� LW ~ ' LENGTH WHEN LEG IS TURNED IN OF � / � 0 f� � ADDED FLIP SHEET DETAILS 10 -9 -01 SBJ T � au!�+HO n+c FUTURE or SELF srainc� TO FLIP PANEL, OPENING CHANGE 799 TO DOW CORNING 791 6/9/98 CJG CHANGE BRONZE CAULK TO DOW CORNING 799 4/28/98 CJG P.O. 80X C 2 STAT'ESVILLE.NC 28887 f) _n V REVISIONS DATE BY CASE 2 (3) 114 x 718" SDF - STITCH SCREW AT EACH ROOF CLIP LOCATION (PART N0. r14010) 4. DURING INSTALLATION, PANEL EAVE LINE WILL RUN TRUE AND STRAIGHT PROVIDING "STARTER PANEL" IS SQUARE WITH BUILDING SIDEWALL. PARTICULAR CARE IS RECOMMENDED IN POSITIONING THE STARTER PANEL IN CONJUNCTION WITH USING A STRINGLINE AT THE SIDEWALL. 5. PANEL COVERAGE SHOULD BE CHECKED AT AT 8' - 12' INTERVALS TO DETERMINE IF PANEL COVERAGE IS EQUAL AT BOTH SIDEWALLS. "GROWING" ONE SIDEWALL IS POSSIBLE BY ALLOWING A LESS TIGHT "FIT" WHILE MAINTAINING A TIGHT "FIT" AT THE OPPOSITE SIDEWALL. THE GAP BETWEEN VERTICAL RIBS SHOULD NOT EXCEED 1/8 ". 6. AVOID EXCESSIVE FOOT TRAFFIC DURING AND AFTER INSTALLATION FOR ROOF SPAN CONDITIONS GREATER THAN 8'. 7. BROOM SWEEP ROOF AFTER INSTALLATION TO REMOVE ALL METAL DEBRIS INCLUDING FASTENER DRILLINGS. SHEET TITLE: Roof & Roof Clip .Details JOHNSON SCALE: NTS APPROVED BY: DATE` 3/20/89 DRAWING NUMBER: RC41 OX In PRIME , M N Ln a m Ln U W De U W m O STEP TRIM — (SEE DRAWING NO. ERC71OX 1 Z 0 ROOF PANELS (SEE DRAWING NO. ERC41OX PP rfl, ° I I � WBETCO,INC. SHEET TITLE: Sculptured Rake Trim, Extended G and Downspouts REVISED GUTTER JOINT DETAIL 10/9/02 JCM CHANGED INSIDE END CAP TO OUTSIDE END CAP 12/13/00 BDL P.O. BOX 1650 STATESVILLE, NO 28687 ` , REVISED DOWNSPOUTS 07/10/00 JCM DRAWN BY: CJG A 0 �7 DRAWING NUMBER: ERC505X GENERAL REVISIONS 03/19/99 • 1 SALE: NTS DATE: 4/7/98 REVISIONS DATE 1 # 14 x 7/8" SDF (PP) (PART N0. F14011) 0 30" O.C. SCULPTURED RAKE TRIM � t 2 x 7/8" SDF ART NO. F12017) NOTE: DISTANCE BETWEEN ROOF 30" O.C. ROOF PANEL PANEL & HEADER VARIES 16" COVERAGE #14 x 7/8" SDF (PP) 12 x 7/8" SDF ART NO (PART N0. F14011 I P F12017) 0 30" O.C. _ _ I 3/8" DIA. x 3/4" LONG BOLT, NUT, FLATWASHER HEADER COLUMN &STARWASHER BRACE "ZEE" SECURE OUTSIDE END TO INSTALL DOWNSPOUT " OUTSIDE OF /BEND " F I LAPS BOTTOM DOWN; x TO SECURE END CAP WITHIN CORNER BOXES FLAP WITH #14 STEP 4: AFTER LAP AND RIVET INSTALLATION, SDF (PP) (SEE DETAIL) APPLY DOW CORNING 799 SILICONE SEALANT (CLEAR) (PART NO. M20050) (NOTE: GUTTER MUST BE CAULKED ALONG ENTIRE INSIDE EDGE OF GUTTER LAP PERIMETER AFTER GUTTER SECTIONS ARE INSTALLED) GUTTER STEP 3: LAP GUTTER SECTIONS AT LEAST 3" , AND INSTALL 1/8 POP RIVET - 3 1/4" - ►�- 2" FROM EDGE OF OUTSIDE SECTION BEND LINE " 12 x 1" SDF TYP. 3 PER PAN) — SIDEWALL COLUMN HEADER DOW CORNING 799 ILICONE SEALANT (CLEAR) PART NO. M20050 #14 x 7/8" SDF (PP) (PART NO. F14011)) (311 DOWNSPOUT STRAP 3 LAP T CLEAR CAULK AS SHOWN Ld ►.t..� .. I � BELOW IN STEP 2 ? SECTION AT RAKE OUTSIDE SECTION OF GUTTER—/ SECTION AT GUTTER LAP JOINT SCULPTURED RAKE TRIM NOTE: DISTANCE BETWEEN ROOF PANEL & HEADER VARIES #14 x 7/8" SDF (PP) /r @ (PART N0. F14011) 30" O.C. I ROOF PANEL 16" COVERAGE tp, 2 x 7/8" SDF AR T NO. F12017) ANGLE SA -2 30" O.C. (2 1/2" x 2 1/2" x 120") ?- I 12 x 7/8" SDF 14 x 7/8" SDF pP) PART NO. F12017) PART NO. F140115 3/8" DIA. x 3/4" LONG 0 30" O.C. BOLT, NUT, FLATWASHER & STARWASHER HEADER COLUMN n BRACE "ZEE" `1 SECTION AT RAKE r AND ANGLE SA-- 2 I N 1/8" POP RIVETS (PART NO. F13046) (3 PER LAP) 2" FROM EDGE 3" FLANGE N 6 I I I J 0 INSIDE SECTION OF m GUTTER INSIDE SECTION CAP TO GUTTER WITH A GENEROUS BEAD OF SILICONE SEALANT (CLEAR) (#M20050)... 50)... L 7/8" SDF (PP) � ) PART N0. F14011) REQUIRED AT OUTSIDE END CAP - GUTTER 7" FIELD DRILL (3) 1/2" DIA. HOLES AT 4" ABOVE BOTTOM OF GUTTER � 14 x 7/8" SDF (PP) 4) (PART NO. F14011) REQUIRED AT TRANSITION CORNER BOX �- GUTTER n. HEADER 1' -6" 3/4" 1 TYPICAL DOWNSPOUT OPENING STEP 1: NOTCH 1" DEEP x 1/2" VEE CUTS AT 4 LOCATIONS AS SHOWN AND NOTCH -OUT 3" ° STEP 2 FLANGE SECTION AT BACK OF GUTTER : ' APPLY DOW CORNING 799 SILICONE SEALANT PAVING LINE (CLEAR) (PART NO. M20050) 1" FROM EDGE (NOTE: GUTTER MUST BE CAULKED OUTSIDE SECTION ALONG ENTIRE INSIDE PERIMETER AS SHOWN TO PROVIDE A TIGHT SEAL) REVISED GUTTER LAP DETAIL 3/20/03 JCM REILw s, � F - OR 0ATL' AUG 19 2003 BY /! TYPICAL GUTTER LAP JOINT ° I I � I I I J 0 INSIDE SECTION OF m GUTTER INSIDE SECTION CAP TO GUTTER WITH A GENEROUS BEAD OF SILICONE SEALANT (CLEAR) (#M20050)... 50)... L 7/8" SDF (PP) � ) PART N0. F14011) REQUIRED AT OUTSIDE END CAP - GUTTER 7" FIELD DRILL (3) 1/2" DIA. HOLES AT 4" ABOVE BOTTOM OF GUTTER � 14 x 7/8" SDF (PP) 4) (PART NO. F14011) REQUIRED AT TRANSITION CORNER BOX �- GUTTER n. HEADER 1' -6" 3/4" 1 TYPICAL DOWNSPOUT OPENING STEP 1: NOTCH 1" DEEP x 1/2" VEE CUTS AT 4 LOCATIONS AS SHOWN AND NOTCH -OUT 3" ° STEP 2 FLANGE SECTION AT BACK OF GUTTER : ' APPLY DOW CORNING 799 SILICONE SEALANT PAVING LINE (CLEAR) (PART NO. M20050) 1" FROM EDGE (NOTE: GUTTER MUST BE CAULKED OUTSIDE SECTION ALONG ENTIRE INSIDE PERIMETER AS SHOWN TO PROVIDE A TIGHT SEAL) REVISED GUTTER LAP DETAIL 3/20/03 JCM REILw s, � F - OR 0ATL' AUG 19 2003 BY /! TYPICAL GUTTER LAP JOINT REVISED FASTENER SIZE 1/15/03 JCM WBETCO,INC. SHEET TITLE: Sculptured Rake Trim, Extended G and Downspouts REVISED GUTTER JOINT DETAIL 10/9/02 JCM CHANGED INSIDE END CAP TO OUTSIDE END CAP 12/13/00 BDL P.O. BOX 1650 STATESVILLE, NO 28687 ` , REVISED DOWNSPOUTS 07/10/00 JCM DRAWN BY: CJG A 0 �7 DRAWING NUMBER: ERC505X GENERAL REVISIONS 03/19/99 FOX SALE: NTS DATE: 4/7/98 REVISIONS DATE BY CORNER BOX OUTSIDE END CAP SCULPTURED RAKE TRIM #14 x 7/8" SDF (PP) (PART NO. F14011)) CUT i 3 1/4" I I I I I I BEND LI E I-►I 2 1/2" (DOWNSPOUT 14 x 7/8" SDF GUTTER w/ NEOPRENE WASHER (PART NO. F14010 3 , PER PANEL AT GUTTER ATTACHEMENT WIDE OM30020)IC (CONTINUOUS) T (PART NO G 4" DOW 791 BRONZE CAULK ® EAVE (PART# M20055) i / 5" 2" I �r � 14 x 7/8" SDF (PP) 4) (PART NO. F14011) REQUIRED AT PEAK BOX —' 1 1/2" PEAK BOX DETAIL Ir 3.. 11/4' , APPROX. 3 "— �— ROOF OVERHANG SHOULD BE EQUAL G CLIP #14 x 7/8" SDF (pP)EACH EAVE) 22ga (7" L�) w/ NEOPRENE WASHER 4' -0" O. DOW CORNING 799 C. \\ (PART NO. F14011) -J EAST 54 MINI STORAGE SUBMITTED TO 0 0 JOHN BOUNDER 3f3461 CR 54 ZEPFIYRHILL >, FLORIDA 33540 PHONE: (813) 788 -5969 FAX: (f313) 7E38 -5969 BUILDING to It BUILDING "2" BUILDING ' *1 BUILDING 03 4" F�r'✓II;V'JEO OAT E q � BUI! > > ^ INCi DEPT APPR9YE0 v to BUILDING CODE : M N M N m 0 SCHEDULE OF DRAWINGS DRAWING NO. DESCRIPTION CS . . . . . . . . . . . COVER SHEET S1 . . . . . . . . . . . ELEVATIONS & NOTES S2 . . . . . . . . . . . FLOOR PLANS & CROSS SECTIONS S3 . . . . . . . . . . . FLOOR PLANS, CROSS SECTION & DETAIL Fl . . . . . . . . . . . FOUNDATION PLANS & NOTES ZEPHYRFIILLS, FLORIDA BU ILDING 0 BUILDING DESCRIP : SIN LE STORY METAL BUILDINGS BOLTED TO CONCRETE SLAB FOUNDATIONS. 8 EA VE HEIG -11T BUILDING SIZE : THE 2001 FLORIDA BUILDING CODE ALL WORK SHALL CO:W'LY WITH ALL PREVAIL NG CODES, FLORIDA BUILDM CODE, NATIONAL ELEC'TTL'C CODE AND CITY OFZEPHYRIULLS ORDIINXNCES 96 PHYR SILL Y ;vvl A . P PARKING DATA : DESIGN CRITERIA : n DATA 20' x F'.RECTION DRAWINGS ERC01OX sq. ERC20OX X 70' = 1,400 ERC620X ft. ERC753X 70' = ERC015X sq. ERC201X 30' x ERC50OX 2,100 ERC621X I ERC622X ft. ERC754X ERC10OX sq. ERC202X ERC505X ERC80OX ERC105X ERC203X ERC506X ERC623X ERC900X ERC106X ERC204X ERC515X ERC624X ERC901X ERC110X ERC206X ERC60OX ERC625X ERC902X ERC112X ERC207X ERC601X ERC626X ERC903X ERC115X ERC208X ERC602X ERC650X ERC904X ERC120X ERC209X ERC603X J ERC604X ERC651X ERC905X ERC130X ERC250X ERC652X ERC907X ERC150X J ERC25OXFHP ERC605X ERC70OX ERC908X ERC151X ERC251X ERC606X ERC71OX ERC91OX ERC152X ERC261XFHP ERC607X ERC711X ERC911X ERC153X ERC252X ERC608X ERC712X ERC912X ERC154X ERC251XFHP ERC609X ERC713X ERC913X ERC155X IERC253X ERC61OX ERC720X ERC914X ERC175X ERC254X ERC611X ERC725X ERC915X ERC176X ERC255X ERC612X ERC730X ERC916X ERC177X ERC256X ERC613X ERC731X ERC917X ERC178X ERC257X ERC614X ERC731XFHP ERC918X ERC179X ERC258X ERC615X I IERC732X JERC919X ERC180X ERC302X ERC616X ERC732XFHP ERC181X ERC302X(IN ) ERC617X ERC750X ERC182X ERC41OX JERC619X RC618X ERC751X ERC183X ERC411X ERC752X SCHEDULE OF DRAWINGS DRAWING NO. DESCRIPTION CS . . . . . . . . . . . COVER SHEET S1 . . . . . . . . . . . ELEVATIONS & NOTES S2 . . . . . . . . . . . FLOOR PLANS & CROSS SECTIONS S3 . . . . . . . . . . . FLOOR PLANS, CROSS SECTION & DETAIL Fl . . . . . . . . . . . FOUNDATION PLANS & NOTES ZEPHYRFIILLS, FLORIDA BU ILDING 0 BUILDING DESCRIP : SIN LE STORY METAL BUILDINGS BOLTED TO CONCRETE SLAB FOUNDATIONS. 8 EA VE HEIG -11T BUILDING SIZE : THE 2001 FLORIDA BUILDING CODE ALL WORK SHALL CO:W'LY WITH ALL PREVAIL NG CODES, FLORIDA BUILDM CODE, NATIONAL ELEC'TTL'C CODE AND CITY OFZEPHYRIULLS ORDIINXNCES 96 PHYR SILL Y ;vvl A . P PARKING DATA : DESIGN CRITERIA : n DATA 20' x 70' = 1,400 sq. ft. 20' x 70' = 1,400 sq. ft. 30' x 70' = 2,100 sq. ft. 30' x 70' = 2,100 sq. ft. TOTAL 1, 000 sq. ft. SEE SITE PLAN BY OTHERS THESE BUILDINGS HAVE BEEN DESIGNED TO CONFORM TO . THE STRUCTURAL REQUIREMENTS OF THE 2001 FLORIDA BUILDING CODE, WITH CURRENT REVISIONS. NOTE: IF STRUCTURE IS LOCATED INSIDE WIND - -BORNE DEBRIS REGION, THE BUILDING MUST HAVE EXTERIOR GLAZING IMPACT RESISTANT PER CODE SECTION 1606.1.4 (IF APPLICABLE) NOTE: THE FOLLOWING TABLES WERE UTILIZED IN WIND LOAD DESIGN FOR THIS PROJECT: 1606.2A 1606.2B 1606.21) �bIb\lbq- FL03134 THESE BUILDINGS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADINGS IN ADDITION TO THE DEAD LOADINGS ROOF LIVE LOADING: FLOOR LIVE LOADING: USE GROUP: TYPE OF CONSTRUCTION: BASIC WIND SPEED: NOTE: SECTION 1606.2 APPLIES WIND EXPOSURE: :MEAN ROOF HEIGHT: 20 psf FOR °_ Tc AUG 19 2003 BY r 250 psf Si IV UNPROTECTED 110 mph FA 8 ,_ 6 1/2 IT IS THE RESPONSIBILITY OF THE BUYER /OWNER TO VERIFY THE FIREWALL, LIVE LOAD AND WIND LOAD REQUIREMENTS WITH THE LOCAL CODE AUTHORITY. PROJECT NUMBER : WULPTUREO RAKS TRIM ri 1: p N 1 =R �IGNt (- HIGH PROI:IL6 8T�1 =L ROOF PANELS 24gs. - CORNaR COLUMN 8' -6' HEIGH FL IP8HI =1=t P,4VIWG LINE 810MAJ -1- COLUMN LROLL - POOR 8' -6' NVIGNt 8' -8' x 7' - 0' BUILDING LENGTH j .' t I> E UJA I- L 8Cs1l..Jrs V4'. P -0' RaKZ ENC mm 4 4 1. m THPIE8HOLp FOR 0 uk, i` FION 0A T AUG 19 2 003 BY NOTE: . . . SEE OWNER FOR BUILDING ORIENTATION ON SITE COM14ER COW 8' -6' HI+1GNt TNIREBHOLp 8' -6' NIGHT 30' -0' BUILDING WIDTH z �I cq �VING LfNI= f31...! I L r:> I N<3 :a 113 .4 6C4 i V4' ■ P -0' 1:6 � \\ 1-0!1 REVISIONS DATE I BY DATE: 8/6/03 DRAWN BY. J. BARNETT SCALE: 1. CONCRETE FOUNDATIONS AND FLOOR SLAB ARE TO BE SUPPLIED AND INSTALLED BY OTHERS. WEDGE ANCHORS FOR INTERIOR AND EXTERIOR FOOTINGS SUPPLIED AND INSTALLED BY BETCO. 2. EXTERIOR OPENINGS, NOT DESIGNATED AS DOOR LOCATIONS, TO BE COMPLETED USING EXTERIOR WALL PANELS FURNISHED BY BETCO. 3. USE DOW 791 SILICONE CAULK AND 112" WIDE BUTYL RUBBER TAPE SEALANT FOR ROOF INSTALLATION. USE DOW 799 SILICONE CAULK AT DOWNSPOUT TO GUTTER JOINT. 4. INTERIOR PARTITIONS PERPENDICULAR TO ROOF BEAM(S) MUST BE COMPLETED BEFORE ROOF PANELS ARE INSTALLED. USE PARTITION FRAMING TO PLUMB AND SQUARE COLUMNS AND HEADER SECTIONS. CHECK BUILDING WIDTH AT TOP OF COLUMNS PRIOR TO ROOF INSTALLATION. 5. POWDER DRIVEN FASTENERS BY BETCO. 6. DOORS SUPPLIED BY BETCO. 7. THOROUGHLY SWEEP ROOF PANELS FOLLOWING INSTALLATION TO REMOVE METAL DRILLINGS. 8. BUILDING ERECTION IS BY BETCO, 9. THIS DESIGN IS BASED ON USING ONLY METAL BUILDING COMPONENTS WHICH ARE PROPRIETARY TO BETCO. FURTHER, THE PROFESSIONAL ENGINEER'S SEAL IS INVALID UNLESS ONLY BETCO METAL BUILDING COMPONENTS ARE UTILIZED. PROJECT NAME: E T C O' INC. PROJECT ADDRESS: 'ED OWNER: P.O. BOX 1650 STATESMLLE, NC 28687 SHEET TITLE: (800)654 --7813 EAST 54 MINI STORAGE ZEPHYRHILLS, FLORIDA JOHN BOLENDER ELEVATIONS & NOTES PROJECT NO.: FL03134 DRAWWG NUMBER: S i OF 3 M N N o, e 0 N t9 Q' M M m M M m m O CORNER COLUMN 8' -6' HEIGHT EXTERIOR WALL PANELS - FRAME OPENING WITH ANGLE 8A -3A AT TOP, CHANNEL 8A -4 AT 810158, ANO BASE CHANNEL (8' -6' LG.) (USE (3) 236A PANELS At 10ft. NOMINAL SECTIONS AND (1 1/2) 236A PA NELS AT Oft. NOMINAL SECTIONS) ENOWALL COLUMN 8' - 6' HEIGHT C OIqlf15R COLUMN 8' -II' H51GHT 13ASS ANGLE E3A -112 6I015W,4L COLUMN 15OG15 OF CONCRETE TOP CHANNEL TC -119.5 r8' - 6' HEIGHT rFOUNOATION INTERIOR COLUMN 8' -1' HEIGHT NOTE COLUMN r ORIENTATION (NTO) I 1 I I I I 10' x 20' 10 x 20' 10' x 20' 10 x 20' 10 x 20' ( I 10' x 20' 10' x 20' I I � I I 53 1 _ ®_ _ ®_ _ ®_ _o_ _o_ ; o_ _o_ 1\ -VERTICAL '115 VZ -89 L ajoEw L CO UMN L INTERIOR ARTITION TYPICAL AT ALL COLUMNS 8' -II' NEfGNt 8' -4' HEI t 28ga. I WITH ATTACAEO PARTITION8 I I 10' -0' 10' -0' OUT TO OUT OF CORNER COLUMNS SCALES V8' = I' -0' ®AN . 3UILDINCx NOTE: BUILDING "1" IS PROVIDED W /(2) ADJUSTABLE CONTROL JOINT COLUMNS. (l) 8' -6' HEIGHT AND l U 8' - 11' HEIGHT CORNER COLUMN 8' -6' HEIGHT E WALL PANELS - FRAME OPENING WITH ANGLE 8A -3A AT TOP, CHANNEL 8A -4 AT 810158, AND 13A6E CHANNEL l8' -6' LW IUSE (3) 236A PANELS At 101"t. NOMINAL 61= CTIONS ANO (i 1/2) 236A PA NELS At Eft. NOMINAL SECTIONS) ENOWALL COLUMN 8' -6' HEIGHT CORNER COLUMN 8' -II' HEIGHT EOCsE OF CC FOUNOATfON 13A6E ANGLE 13A -112 ... 13A815 ANGLE 13A -112 SlOaWALL COLUMN ATTACH TOP OF PARTITION r TOP CHANNEL TC - 119.6 �8' - 6' HEIGHT TO 810E OF ROOF 13EAM INTERIOR COLUMN 8' -l" HEIGHT NOTE COLUMN ORIENTATION (NTO) PLOOF 8CA4158 1/8' ■ 1' -0' -10 AN . 3UILpINCx 11 2 NOTE: BUILDING '2" IS PROVIDED W /(2) ADJUSTABLE CONTROL JOINT COLUMNS. (1 ) W -6- HEIGHT AND (l) W -II' HEIGHT 9 BUILDINGS " 1 & 2" �n DOOR SIZE TYPE ti 8' -8" X 7'--0" EXTERIOR ROLL —UP 10' x 10' 10' x im' w N 10' x I0' 10' x 10' 10' x 10' I I 10' x 10' 10' x 10' VC -94.5 I I YC -94.5 � S3 I I 10' x 10' 10' x Im' 10' x I0' aim 10' x 10' I I 10' x 10 10' x 10' 'IF 10 x 10 eu IF An ® ® 1 1 0 0 w STE V VERTICAL, l rz' VZ -89 VOIDEWALL CO I"N I L INTERloR LIRTITION TYPICAL At ALL COLUMN8 1 WITH ATtACAED PARTITION61 8' -II' HEIGHT I 8' -4' NEI t 28ga. u ° l0' -0' OUT TO OUT OF COMER COLUMNS � PLOOF 8CA4158 1/8' ■ 1' -0' -10 AN . 3UILpINCx 11 2 NOTE: BUILDING '2" IS PROVIDED W /(2) ADJUSTABLE CONTROL JOINT COLUMNS. (1 ) W -6- HEIGHT AND (l) W -II' HEIGHT 9 BUILDINGS " 1 & 2" �n DOOR SIZE TYPE ti 8' -8" X 7'--0" EXTERIOR ROLL —UP 0 ~ w N e o � 0 E INTERIOR 4 EXTERIOR COLUMNS NOTE: DOORS SUPPLIED BY BETCO DOOR SCHEDULE BUILDINGS " 1 & 2" ID DOOR SIZE TYPE AO 8' -8" X 7'--0" EXTERIOR ROLL —UP TOP CHANNEL TC- I? 114' FRoOF PITCH 1' -11 HEADER 8 N 0 O _ s B a eu � e INTERIOR 4 EXTERIOR COLUMNS GENEROU8136AP OF OOW CORNING CI.l;AR SILICONE SEALANT At INSIDE CORNER 139MEEN ROOF PANEL AND HEADER z O U dJ I' -6' HEADER 71 � C,, 0 i- HIGH BILE STEEL ROOF PANELS (24 ga.) 'ZES' SECTION STEEL Ro 131FAM 33/8'x8V4' .... 14ga. -`CEE' SECTION $TEFL COLUMN I0' -0' O.C..... 35/8'x36/8' .... Ilga. 1111111111111111111111 ll 11 810FWA4.1- COLUMN 9 O -ROLL -UP DOOR i— CORRUGATED METAL (26 gad L- J L- CONCRETE FOUNDATION INTERIOR DIVIDER PARTITION NOtEt SEE FOUNDATION SEE FLOOR PLAN FOR LAYOUT PLAN FOR DETAILS COLUMN 8' - HW(SHT im' -m' ►m' -0' ?0' -0' BUILDING WIDTH 'OSS SECTION 20' - 0' WIDE WILDIN6 "52 OUIL ING ... T SCALES 3/8' = I' -0' PAYING LINE z w u Now COLUMN 8' -7' HEIGHT 12 1/4' ROOF PITCH 20' - 0' BUILDING WIDTH HIGH PROFILE S TEEL ROOF PANELS /24 gad CONCRETE FOUNDATION NOTE, SEE FOUNDATION PLAN FOR DETAILS 15 CRO66 SECTION 20 WIDE MILLING 52 SCALE. 3/8' a V -0' PAYING LINE SECTION _) FOR DATE AUG 1 9 2003 TOP C 4ANNI =L TC- CORK ATEO METAL (28 gad INTERIOR DIVIDER PARTITION SEE FLOOR PLAN FOR LAYOUT 6ROU513EA0 OF DOW CORNING CLEAR SILICONE SEALANT AT INSIDE COR�ER 13ETMEN ROOF PANEL AND HEADER I HEADER t l@ HEADER 'ZEE' 6ECTIOV STEEL ROOF BEAM w 3 31&'x 81/4' .... 14 ga. HEADER SECTION w z = L Lu U z z � �, � � � 'CEE' SECTION STEEL COLUMN 810E'WALL COLUt'fN -- � u O 3 I318' x 3 5/8' .... 1'1 a. O u � ►- � ~ g ROLL -UP POOR � '� cn li lill I lill lill r - BASE ANGLE 13A -ID 1111 1111 1111 w z u ° � � Q O HIGH BILE STEEL ROOF PANELS (24 ga.) 'ZES' SECTION STEEL Ro 131FAM 33/8'x8V4' .... 14ga. -`CEE' SECTION $TEFL COLUMN I0' -0' O.C..... 35/8'x36/8' .... Ilga. 1111111111111111111111 ll 11 810FWA4.1- COLUMN 9 O -ROLL -UP DOOR i— CORRUGATED METAL (26 gad L- J L- CONCRETE FOUNDATION INTERIOR DIVIDER PARTITION NOtEt SEE FOUNDATION SEE FLOOR PLAN FOR LAYOUT PLAN FOR DETAILS COLUMN 8' - HW(SHT im' -m' ►m' -0' ?0' -0' BUILDING WIDTH 'OSS SECTION 20' - 0' WIDE WILDIN6 "52 OUIL ING ... T SCALES 3/8' = I' -0' PAYING LINE z w u Now COLUMN 8' -7' HEIGHT 12 1/4' ROOF PITCH 20' - 0' BUILDING WIDTH HIGH PROFILE S TEEL ROOF PANELS /24 gad CONCRETE FOUNDATION NOTE, SEE FOUNDATION PLAN FOR DETAILS 15 CRO66 SECTION 20 WIDE MILLING 52 SCALE. 3/8' a V -0' PAYING LINE SECTION _) FOR DATE AUG 1 9 2003 TOP C 4ANNI =L TC- CORK ATEO METAL (28 gad INTERIOR DIVIDER PARTITION SEE FLOOR PLAN FOR LAYOUT 6ROU513EA0 OF DOW CORNING CLEAR SILICONE SEALANT AT INSIDE COR�ER 13ETMEN ROOF PANEL AND HEADER I HEADER t l@ HEADER 'ZEE' 6ECTIOV STEEL ROOF BEAM w 3 31&'x 81/4' .... 14 ga. HEADER SECTION w z = L Lu U z z � �, � � � 'CEE' SECTION STEEL COLUMN 810E'WALL COLUt'fN -- � u O 3 I318' x 3 5/8' .... 1'1 a. O u � ►- � ~ g ROLL -UP POOR � '� cn li lill I lill lill r - BASE ANGLE 13A -ID 1111 1111 1111 m N N 0 E cn a m U EXTERIOR WALL PANEL$ - FRAME OPENING WITH ANGLE 8A -3A At TOP, CHANNEL 8A -4 AT 810158, AND 0AS15 CHANNEL (8' -6' LGd (USE (3) 236A PANELS AT 10ft. NOMINAL BECTIONO AND (1 1/2) 236A PA NELS At 5ft. NOMINAL OECTIONS) ENDWALL COLUMN HEIGHT EDGE 012 C ONC RRTE- FOUNOATION CORNER COLUMN 8' -6' HEIGHt 13A8E ANGLE 0A -112 ... 1:3A8E ANGLE IBA-112 ATTACH TOP OF PARTITION I TOP CHANNEL TC - 119.5 E TO SID OF ROOF 15 AM TOP CHANNEL o -- �- o -- I - �- o - ��� -- - ��� -- Mgr-- o -- rl� -�- 10' x 15' 10' x 15' ID 10' x 15' 10' x 15' 10' x 15' I I ( 10 x 15' I EXTERIOR ROLL -UP 10' x 15' YC -94.5 I I I I II VC -34.5 Q_ �' I I I I I I x 15' 10' x 15' 10' x 15' 111 1111 10' x I5' I 10 x 15' I I I 10' x I5' 10' x 15' � I I O O O O I L IBAW rA\ VERTICAL '115" Vz - 89 ANG E k3A - 52 INTERIOR ARTITION 83 I TYPICAL AT ALL COLUMNS WITH AttACAEO PARTITION81 TOP CH EL TC -595 I 8' -4' HEI HT 2 8ga. 10' -0' !0' -0' 10' -0' f0' -0' I0' -0' 10'•0' 10' -0' l0' -0' OUT TO OUT OF CORNER COLUMNS FLOOf SCALE: I/8' • 1' - 0' ROOF BEAM +t0 x 5/8' 8012 AT TOP CHANNEL 230 PARTITION PANEL SIOEWALL COLUMN INTERIOR COLUMN 8 -6' HEIGHT 8' -1 HEIGHT NOTE COLUMN F ORIENTATION (NTO) 3UILDIN 11 3 -- l' NOTE: BUILDING '.5" IS PROVIDED W /(2-) ADJUSTABLE CONTROL JOINT COLUMNS. 8' -6' HEIGHT 0 8 a 0 Z3 s s 9 RIDGE LINE ' O ti O � o a e e a L L--c' EXTERIOR COLUMNS V INTERIOR COLUMNS --� INTERIOR t EXTERIOR COLUMNNS EXTERIOR WALL PANEL$ - FRAME OPENING WITH ANGLE 8A -3A AT TOP, CHANNEL 8A - 4 AT SIDES, AND 1:3ASE CHANNEL l8' - 6' LG.) WE (3) 236A PANELS AT IOft. NOMINAL 8ECTIONS AND (1 1/2) 236A PA NELS AT 5ft. NOMINAL SECT(ONO) : ENOWAL L COLUMN 8' -6' HEIGHT EDGE OF CONCRETE FOUNDATION CORNER COLUMN 8' -6' HEIGHT NOTE: DOORS SUPPLIED BY BETCO DOOR SCHEDULE BUILDING "3 & 4" ID D 0 OR SIZE TYPE An 8' -8" X 7' -0" EXTERIOR ROLL -UP HEADER SECTION ■11111 II ` 13A813 ANGLE 93A -112 ... I3A8E ANGLE BA -112 81PEWALL COLUMN INTERIOR COLUMN ATTACH TOP OF PARTITION TOP CHANNEL TC -119.5 8' -6' HEIGHT 8' - 7' HEIGHT NOTE COLUMN TO SIDE OF ROOF 131=AM ORIENTATION — — — — — — — — — — — - — — — — -- ------- - - - L_ - (A nA nA nA nA o - _j 10 x 10 10 x 10 10 x 10 1m x 10 lot x 10 I I lot x lot lot x I VC -94,5 I I 1/C -94.5 I I ir I I I I I I I 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10'x 20' I I 10'x 20' 10'x 20' I I ` A I I 53 I 1 __ ____ VERTICAL 1 Vz - 89 BABE ANG E BA - 52 [— INTERIOR ARTITION TYPICAL AT 3 I U)ItW AtTACAEDLPARrittioN81 TOP CHANNEL TC -59.5 ( 8' -4' HEIGHT 28ga. 10' -0' l0' -0' O UT TO OUT OF CORNER COLUMNS F:L 00f SCALE: 1/8' = I' -0' A A N... TOP CHANNEL tC -59.5 12 ROOF PITCH 1/4' 3UILDIN(fi 11 NOTE: BUILDING "A" IS PROVIDED W/W ADJUSTABLE CONTROL JOINT COLUMNS. 8' -6' HEIGHT HIGH PROFILE STEEL ROOF PANELS (24 gad FOR UCTION DATC AUG 19 2003 G1= NEROUB BEAD OF DOW C 1;ZN G CLEAR OILICONE SEALANT AT INSIDE CORNER BEtWEEN ROOF PANal- AND HEADER I t -b e ' HEADER Lu z W J s 61 `� r � E 81DEWALL COL" ROLL -UP DOOR 0 10 x 5/8' 801 (815CURE (4) PER PARTITION AT INTERIOR COLUMN AS BHOM HERE AND ON ERC20OX -208X0 BABE ANGLE 0 10 x 5/8' SDF At BABE ANGLE NOTE= ENSURE THAT FLAT OF 230 PARTITION PANEL 18 FLU814 WITH INTERIOR COLUMN. 53 I N _r ' R I C> C C)I L, UMN a NOT t0 SCALE z z II Q_ �' I I O I u it 111 1111 1111 1111 1111 O CORRUGAtED METAL (28 ggad INTERIOR DIVIDER PARTITION SEE FLOOR PLAN FOR LAYOUT 10' -0' \% ki � A 81 AN ... INTERIOR COLUMN PAVING LINE �" —'XEE' 8ECt10N STEEL ROOF SEAM 3 318' x 8 'CEE' BECtION STEEL COLUMN +� lm' -0' O.C.... . 38 /8'x 38/8'.... 17 ga. � II . lI II II II � II II II II � (' -RASE ANGLE L �f HA -82 COLUMN COLUMN HEIGHT 8' -1' HEIGHT 30' -0' BUILDING WIDTH COLUMN 8' -1' HEIGHT 153 CR055 SECTION 30' - 0' WILE UlL0lNG �3 % IL O INCAS ... '3 4 4' . REVISIONS DATE I BY DATE: 8/8/03 DRAWN BY: J. B AR N E TT SCALE: AS NOTED P BY 9 1 it CONCRETE FOUNDATION NOTE: SEE FOUNDATION PLAN FOR DETAILS 10' - 0' PROJECT NAME: ® EAST 54 MINI STORAGE B E T C O, I N C. PROJECT ADDRESS: ZEPHYRHILLS, FLORIDA OWNER: PROJECT NO.: P.O. BOX 1650 JOHN BOLENDER FL03134 STATESVILLE NC 28687 SHEET TITLE: DRAWING NUMBER: (800)654 -7813 FLOOR PLANS, CROSS SECTION & DETAIL - BUILDINGS "3 & 4" S3 OF 3 0 e 0 J O U w a 9 RIDGE LINE � 0 �- ti 0 e e a , 0 9 � EXTERIOR COLUMNS INTERIOR COLUMNS ---� INTERIOR 4 EXTERIOR COLUMN$ PERIMETER FOUNDATION SEE SECTIONAL DETAIL 1 /2' x 3 3/4' WEDGE ANCHORS TWO PIER EXTERIOR COLUMN Iv NOUN ATION LAN ... SCALE] 118' 1. 1' -0' UI LIDINCz5 "I 8 2" a y , li HOt PERIMETER FOUNDATION OE5 SECTIONAL DETAIL 1/2'x 3 314' WEDGE ANCHORS TWO PER EXTERIOR COLUMN ALL FOUNDATION CONCRETE, INCLUDING SLAB —ON— GRADE, SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL m N cn Q, m LL 0 ., 4' CONCRETE FLOOR 6LA133 W/ 6 x 6 W1.4 x WIA WJW.M. PLACED ON 6 MIL POLYETHYLENE VAPOR 93ARRII =R ... NOT5s 8AW CUT CONTROL JOINT$ IN 61-A13 $Uk"FACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUT$ Z' -6' MINIMUM FRO INTERIOR COLUMN LIN ES 61&'x 6' WEDGE ANCHOR 1' - 6' x 1' - 6' x 10' DEEP ONE PER INTERIOR COLUMN `INTERIOR COLUMN FOOTING r 'i L J L J L J L J L J r i — ��- I — I ♦ I — 1++-- — —f+ — L J L J L t J L J L J r r i r. r r L J L J L J L J L J % .. /, % % o • • l0' -3' OUT TO OUT OF 8LA0 F=OUNDATION WALEs 1/8' a 1' - 0' LAN ... E3UILDIN C Q i 8 �O ti C e a N r e INTERIOR t EXTERIOR COLUMNS Is e 1 1 0 9 1 In ., N O cn 1 0 m `E EXTERIOR COLUMNS V INTERIOR COLUMNS INTERIOR i EXTERIOR COLUMNS 5 4 4 AUG 19 2003 NOtE: WEDGE ANCHORS ARE PROVIDED 13Y aETCO. EDDED ANCHOR EOLTS IN 8LA13 ARE NOT REQUIRED 13Y OUY1 =R FOUNDATION NOTES ALL FOOTINGS SHALL BEAR COMPACTED STRUCTURAL FILL CAPABLE OF SUPPORTING A SAFE DESIGN BEARING PRESSURE OF 3,000 PSF. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A.S.T.M. A616 GRADE 60 (Fy- 60,000 PSI). ALL ANCHOR BOLTS SHALL BE SIZED AS NOTED AND EQUIVALENT TO A. S. T. M. A307. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318-99). EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES, AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PERIMETER FOUNDATION MUST NOT EXCEED 1/4" ELEVATION VARIATION ALONG ANY 60' DISTANCE OF BUILDING LENGTH. PERIMETER FOUNDATION TO EXTEND BELOW FROST LINK VERIFY REQUIRED DEPTH WITH LOCAL BUILDING OFFICIALS PRIOR TO PROCEEDING WITH FOUNDATION WORK THE AMERICAN CONCRETE INSTITUTE DOES NOT RECOGNIZE FIBERMESH AS A SUBSTITUTE FOR WIRE MESH REINFORCED CONCRETE WHEN SUBJECTED TO TENSILE STRESS SAW CUT CONTROL JOINTS IN SLAB SURFACE AT APPROXIMATELY 10' - 0" INTERVALS . . . OFFSET CUTS 2' -6" MINIMUM FROM INTERIOR COLUMN LINES. k , b 4' CONCRETE FLOOR SLAPS W/ 6 x 6 WL4 x WIA W1W,M. PLACED ON 6 MIL POLYETHYLENE VAPOR OARRIER ... NOTE: 8AW CUT CONTROL JOINT$ IN SLAF3 SURFACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUTS 2' -6' MINIMUM FROM INTERIOR COLUMN LINES r � L J - I CD 6/8' x 6' WEDGE ANCHOR i' -6' x 1' -6' x 10' DEEP 90 ONE PER INTERIOR COLUMN INTERIOR COLUMN FOOTING = r r r r r i r - L J L J L J L J L J L 1 ' , I - - f0' -1 112' e 10' -0' 10' -m' f0' -m' 10' -0' 10' -0' 10' -I 112' 70' -3' OUT TO OUT OF 6LAB Iv NOUN ATION LAN ... SCALE] 118' 1. 1' -0' UI LIDINCz5 "I 8 2" a y , li HOt PERIMETER FOUNDATION OE5 SECTIONAL DETAIL 1/2'x 3 314' WEDGE ANCHORS TWO PER EXTERIOR COLUMN ALL FOUNDATION CONCRETE, INCLUDING SLAB —ON— GRADE, SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL m N cn Q, m LL 0 ., 4' CONCRETE FLOOR 6LA133 W/ 6 x 6 W1.4 x WIA WJW.M. PLACED ON 6 MIL POLYETHYLENE VAPOR 93ARRII =R ... NOT5s 8AW CUT CONTROL JOINT$ IN 61-A13 $Uk"FACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUT$ Z' -6' MINIMUM FRO INTERIOR COLUMN LIN ES 61&'x 6' WEDGE ANCHOR 1' - 6' x 1' - 6' x 10' DEEP ONE PER INTERIOR COLUMN `INTERIOR COLUMN FOOTING r 'i L J L J L J L J L J r i — ��- I — I ♦ I — 1++-- — —f+ — L J L J L t J L J L J r r i r. r r L J L J L J L J L J % .. /, % % o • • l0' -3' OUT TO OUT OF 8LA0 F=OUNDATION WALEs 1/8' a 1' - 0' LAN ... E3UILDIN C Q i 8 �O ti C e a N r e INTERIOR t EXTERIOR COLUMNS Is e 1 1 0 9 1 In ., N O cn 1 0 m `E EXTERIOR COLUMNS V INTERIOR COLUMNS INTERIOR i EXTERIOR COLUMNS 5 4 4 AUG 19 2003 NOtE: WEDGE ANCHORS ARE PROVIDED 13Y aETCO. EDDED ANCHOR EOLTS IN 8LA13 ARE NOT REQUIRED 13Y OUY1 =R FOUNDATION NOTES ALL FOOTINGS SHALL BEAR COMPACTED STRUCTURAL FILL CAPABLE OF SUPPORTING A SAFE DESIGN BEARING PRESSURE OF 3,000 PSF. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A.S.T.M. A616 GRADE 60 (Fy- 60,000 PSI). ALL ANCHOR BOLTS SHALL BE SIZED AS NOTED AND EQUIVALENT TO A. S. T. M. A307. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318-99). EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES, AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PERIMETER FOUNDATION MUST NOT EXCEED 1/4" ELEVATION VARIATION ALONG ANY 60' DISTANCE OF BUILDING LENGTH. PERIMETER FOUNDATION TO EXTEND BELOW FROST LINK VERIFY REQUIRED DEPTH WITH LOCAL BUILDING OFFICIALS PRIOR TO PROCEEDING WITH FOUNDATION WORK THE AMERICAN CONCRETE INSTITUTE DOES NOT RECOGNIZE FIBERMESH AS A SUBSTITUTE FOR WIRE MESH REINFORCED CONCRETE WHEN SUBJECTED TO TENSILE STRESS SAW CUT CONTROL JOINTS IN SLAB SURFACE AT APPROXIMATELY 10' - 0" INTERVALS . . . OFFSET CUTS 2' -6" MINIMUM FROM INTERIOR COLUMN LINES. k , b 4' CONCRETE FLOOR SLAPS W/ 6 x 6 WL4 x WIA W1W,M. PLACED ON 6 MIL POLYETHYLENE VAPOR OARRIER ... NOTE: 8AW CUT CONTROL JOINT$ IN SLAF3 SURFACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUTS 2' -6' MINIMUM FROM INTERIOR COLUMN LINES r � L J - I