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HomeMy WebLinkAbout3508 Orlando Dr12-1'_-1995 S:4?WNi FROH �! �Vt) :sdr1re39: (jTy «F vjiN.Wri :ts Dv1D%,rr FLAG 1 "11111 a6 1(- >oc- V76 S ILA 02 - II LA pti-mliType. 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Adcts m; Arta',k,X /Enghteer Address: T_ V' Appli�.atWrl is hereby m adc lir otdnlu :t pulpit to 4o Qi a Murk gridnrallatiotr3 ashidki ateci. I cr:rtify that ata •r wk or installation has uu:ltrtce l pricy w ilae issuar;yrj of a perrnit and that ail work wi•1.1 it P�Ibullol to meet standards of alt lawy ru�.•riating constntctia i in tiris juris6ic3; . ;k t iduslaild that a: ecp:amle prrmit must be ya,IuAt¢ for ELEr'"1 FICAJ. IAIORr., Yt .U.h�31ZvG, 5[WhIS, SLFi i S, PrJf](.;a. I'I_9ii�;ACES, BGiLi~Ft ;;, Y1F'A'l`Hlla, TANK'3, Eric: ��11t r�V'N17iTlOi^1EP,S, tr:;. lc S ARFIDF, VIT:1 Qvftify that blk of the furn0,oing, iitfomtaticil is acs:ura(--and that alt work 'H tit done in compiiesice rikEa all applicable laws regulating rop,a motion au3 zoning• wAku,41NG TO DWNER: YOUR FAILURE TO 'REI: O D A NOTICE OF t:;CMtvfFNc',Ek� MAY itf,?SULT IN YOW,I)AYiiglj TWICE FOR1MPR4VIrrjtr-rrs TO YOUR PkZQ: -RkTY. IFY4U I rn UND T() OBTAIN F`INKNC1N(3, CONSUL -T WITH YOUR LE! 'QF,.F, OR AN ATTQF•NE;Y B EF ORC P ECr H+.IANG YOUR :NOTimfar'CQmN1F-T4cF-,N w, Q—U-qfr Inadd irtor, to tha: r,:{uirments of.thia psmazit, , tlurir rcay -�c add! tional resrcict;tlus alspticnble to this prop 2n), that may be fctuldin tl e pubtie rc cprdv Qf•1i31s couuty, and thercmay be addlrlan-Al p�rrrtit3 required E01•n off, w gover mnial entilirs ,ma r as 1a%att<.;' [d1NR!a$CtYf?..".'iC rfA°ItTICtJ', 3tnt+J n��Cle9„ Ur it:drral 8{f,Pdl,Cl25.. Ac4;cptatuae of permit is vera gratiwl tiaat 1 svatI notify the Owner 4f th0 prpperty of the re lrirCrntrzl3 oPF#arids Lien. Low, FS 713.. Sigr,tsrtaa of owncrfra,grnr•�a.o i ntur of Co }tzacitir/A cr r. Date . IfYI E.��k.-GaT�i� _ .Print r vary-r/r gml •s N ute �R Irl Cgn ruotcr/A,ger ida H Signatu€eoflyotary- atanf'FEattd �X3ate Signal"e-ofFkl0aryw;ita - - Data �,Av P,a` iris M Espanol # oy comassior1 GC841i l , Tres Ntay 31,200,Fars i7t�,i°lE PALMER /,, }' t,lou.ny JsyComm W.12/20/2UQ2 �� \�� `3t 1.' 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' Ca QQ _ -- 4- _ _ -:"1 3 _ 4 %, .9 I Q �. - 13. 4 7, 75 _ 00 w Y _ _ �a _ __ �- - o - 7 � 47; 90 7.J _---�--;-_'�.._ GY'� 4 � - k - 7,'9Q a w N 1 . cr; �i �' ,r f' ko 160` 15' RCP O. 4% 9 _ 4 47 - { as a) , . I 11.5 �1Q RCP La.'q. 3% 47, JO - t `r ' SILT FENEE'F1X11'IYPE Ill (r, { 46 - PCR SECTION 985 F.D,O.T. (1p _-__._�h _ __ .__ f - i�I _ . 9 b 45 45 2 • .SFECIF1CACUINS ARC9TND _ �'� _»__...-_ 4- �.'5- 4 7, 71 i R ( o " 4 4 7, SQ 47, 8P . , (4'7, 71 a- I Tl(E ENTiR> PERIHL E Ir. �Jj !L (�%,yV 47, 71 .' �1Q _ 11C'SlTE WRIhG Ct31STRUCTla1 I wb' 1 ,h L._u, Q �1. :,- _ --. -- - •iO--42,-5-..-... _ -. - - _ r1 rr u� Tn Tn Irl In In ,� u7 IJ 1 u7 Lr 1 n v- tT I I t � (I (p CA CQ YO CC) CO GO CQ OC1 Qj "h1 I U - z z � :k - . (LJ 0 1.1111,, �k1 11 1 1 "h 6 �6' i15'8 ( ._-'1; -_ T: 1'- , _ ti - _J".. 4z_: �.-`1~ .:__! t� 'tz t y. • P.O.8- �-S 25'2.9'57" W 149,83' MF'AS b � •N (''� k hr'ry hh' it . q 6 0 x kb n ' . - _.__. T _ __ -._._- - F._._._._.-,- _._-_-.__ L� EF7 ° * S 25' SO' W ° ,� 150.06 . ' DEED "��� � � � Q � f S17'E; t3E'NCf(AfARK 2 �~~ b. RUNS FROM GRODNO }b' I Ln.. , ) IT " �1 77,76 pLocx lauILJ1Nc 1 Cr7 C�} M � �`z. �r ! NAI! iN i (i' OAl( TH E: " __� - �_) (PUMP w)usE') i Lf � : ELE�AT/ON _. Fs..... _ �''y FFe - 4.i.d2'. y • z I .. _l,fl cnrrc. cry s��-��� c�, cn PARKING ' -1 � Cu U O:' ray CONTRACTORw NOTE: 0 � 0 j Cj � ��— � T I� � F Fl f N T 'R f f 1,� h3 u� y Irl r u•) z W Ln In I�1 �j 6,, t q 1, CONTRACTOR S HALL FIELD LOC E EXIST G aA L PIPING ROM PUMP BUILDING PRIOR D " � r _- ♦h' " T `0 �I __I `� " 1, a1 CONSTRUCTION AND SHALL COORDINATE Wlf1T THE CITY OF SANFORD UTILITY DEPARTMENT "`' ^ L� co y� r of I I__ w o, . U CD � " �J cy- "b� Ll._I CTC " ' 1 rrj rr) 7 [ 7 --> CU -_. 1 Lel. 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I Ik1;1E :..I l;.;r-Tai _ _ __ _1111__ . r'. f t L'• .1 " i F ty� �7 _ t 1111 _I �':• l,. y` t1 .H R H H R ---N �_--0l+i.��-r•-•• .,i i .i; I .'JI. .f v 1 1t.1 I ,�: I R �R� R R N...�.-._w ,�. .f 1111 :�.� ui, Q .v' q l' 1 :.T :.i.: _. _ -•-_ 1111...._ I h d �. _1'. .I. I ' -_. 1111.. I C3•-' 1111-1111-r.' .s:..-,� �-r• �.._ L?f'l-' I. .I . ' 1 1111_._ � _1111,..-. d^C-1111._.,-, 1111.. , � r 1 I �^'. Or•Y" Oi _ 1111..... 11__11_ - - :1 '4 I'7-. r-�� _1111. �'i � , I 1111 •1111 "� , •1111.-'• tXK-" OPC--- ! _ i 1 . Iv. t __ - I 1111: I ' LR �4 ;1 a' 1 I .� r i 1: I .t . •I , . 1 1. , ..I . k f- II r I c s� . 1. 1111 ,I• � 1 r; �• ti 1111 v' f M I� 1 r , •11I 1 r. F. V) ---� •»,�- .t, �.,,, I 11'11 • I ;, I, '11 I' 11111 'I 1� ,Ir +,,;'h ,It.• CONTRAO•TOR SHALL INSTALL Raw war rr CINE 4a 1 ,,.i :I:, 1. 1i .I Lt. I (nC71.' _ .i �. '.r _ t {'' < '1111 JJ ;' 1 I,,I .lI t r.., CY, ;1, 1 S,. ylt I:Ir 1 I �y I, I F I I ?t 'r1. C77 - _ k. p, I : l .,F��. .I' IIY _ - 1111, 11_-11 _ - cp oo c Y. E P T AT SH FIN X ANS I QN JCJ I NT A L [JC I (3N Q .. . r 1U0 �QUaRE AREA EASEMENT I --_---�. �' - I Iiw I 1 CONTRACT[]R SHA!_L INSTALL CD ! d 1111_-•,_--,1 .�$'.-"1111. I I.I_ ,d t I , °.I .: ti : L IIS 11 111 , 11 I J 1 1k r. ,iJ fed�U,l, DEED I3OIJr< 189,' PAGE 1Qc' COQ RADIUS XPANS N T fJGATI N I W ++- - I .:...:I: II F „ ¢ 4 E IQ JQINT A L. Q SFQ N 1r. y . (� 1111 -' , ! , I. Ill :} , ! I ,. ..111 i I' 1't i . w ci PRIMARY PRT T 43----'- I: l j ; 1 l 1111, {.:' , i I k11 I � �, _ I Y Q EC .. ZONE,. ----- --- --� - 4z.s-- _ ___ .. . . . . . �-�-'-1111 , p NQ IIS bI '� a-tv- A -I I., a�' �- *-r tr �� 1 I , _ - -'h I ' I r" � I <LCe _ I I L7 ;, L , 1XI I W 0 i t' •10. dtYOrYJ-' - 6' . � , N- U -w'- _11 .. « _.,Y -,t.:=r---'.� '�.: -,C 6 -4C-: 7C_ .L 1Z_. iia :± S: - r 1.1,1 � 1 P.0,T3 Y 25'2��'ST'; W 1.49.83' M r S I I- � >: -ce .30 W 150.00' 0 -EDS 1 a_ v, � `1 UU, ._ I w , 1 ce 6' WEr� PPE RUNS FROM GROUND I INro ULQC'K 61JIL-p1lvC l r(YU.UP HOUSE) a - 4 .61' . 1 , I . 6192,147. . I PARKING I I { I . , . �-) . I L,-• . . . q vi �Li I O \\. tai `� �` <!' r� . I \�\ . . I GRAFI IIC �CAL.E_. • 2- .,' 1 \ 1111_____-.�...� - ED , 1 cu 11 1. . , I C7 Q G C� 90 _-J , r/ •1111: �. `.1111, '. SCAL.__E: '17/ = 3G . .l 1111 `. I 'I--,- -;.- ...__.._.....-1111--..,W....•... 1111.. ........ f-� T-1-- -1 I - -. ... CONC. I _ PARKING . IlQ t" l�1 I r 1 Cj. 1 1 1 .f• <r • . -4- 'r I v' 1 I 6 I 00 cD v n . l (Nr}- I ;r w . I la�� ' I . i 1 I . P.0.C. I\ uric '_-__4.L-_'_l�j 7,I'IEPSCOVQ COP(r, r29'� .__1 1 I .. I I ' . I I <� �7 1 I I n% I . . I { � I X I 1 I <t 1 r I 1 ' ' I . . . / / / ' _j ` _T / � /. . 77 i ,-1 (11 / ` 1 / � 7 /7/ / / T_ / / I• / / . -,��. ..I BOFIOM OF aA,NK-! / / _ -_1111 _.__ _-1111_.. _._ . / / I/ / . / � // L+. .- . `� C) O --y _. ,D C -� 471.1 0 11 C C) Qj . ___j x . _-1111.) in c- . cq ------..---- �.. _1111 J Z �� .' .' . . Q! L_ . CK m z /� n v L L._ . C/). L� CJ m _v � r__ Q l(7 ISI La._ L>_T 0 11 z Cil - 7 "v � __ 0 Lel _E � C``7 (-) (. � o :.j -.-._.l . x < _, } `-_A -J CD F- I--•. CT', r-1 U © r--1 -1 I-- I-_ Q W . I - * .. - :� ... . ... II . . ::,*: i:.�:� -I ''t 7I 11,11 1 1 1 •.I I 1 it L t.:' 11 �� I.Il.i Ir� III l'04,:� j{'kj1 EF :1 fF� jjI11 tli':Ill [' ',k . ;t 1:111. Iu`I JL ,�, alllrll:l kk,rs.!+. 6lI I. 111,11 t1` I kJt�Ij ('nIIQyII'11k i'' l: "i' t rl:.. 1 ''.. it I ,: fJj I.i'�II !IIl,I; I:. 1111 Irl, ll1 �� I Illi:�I IIII halt_, .. 1111 J.it:d., ,t ::, .y'' . 1 'i� I 1111, f 'I I • r 1 �• , i ��ENEHAL . NOTE.ES: . . 1 I-1 i I ' ,r .I 11 I I r I ! ,I _ _ � �, r' tt. 1111 1. :i•.•:' I ', ,L, !' 1'.I ,- - 1,1c.j1 1111.,11 I lir "I II I)Llryu'' 'tilt. 1 Vlil I 1: OWNER SMALL DEDICATE R BI�ANK.T INGRESS EGRESS EASEMENT` + . ' T 'T T AND w T1. ' C� 1 D TI -11 EX I S INC CITY WELL S I E RA WA ER h1�1 I ! Q. . ; r ,� • t [� 0 A ` 2. OWNER SHALL DSD 1 CATS AN EXCLUS I.VE 15 HOT W IDE :C I.T. 11,Y • . � - ' ' ..... _ cu I i�F SA�JF URD GI TY SERVICES EASEMENT' ALUNG U, S . 17%92. I.. `� RIGHT-OF-WAY. 1 I- F- Iq 0_ - L`! .wrn • I W Q) O . . . , 7b Nj �� EDQT GENERAL NG�ES- .. b.� I__ -E __. _ . c . < ;``' 1. FDUT OFFICE r1EEDS 4B HC1l1R NOTICE PRIOR TO BEGINNING I . ',` ► I) .' F-_ ``a' WORK WITHIN THE R/W OR ANY LANE CLOSURE,• ; �;_ _2 q:19 L, 2C) 9. TEST RESULTS MAY BE REQUIRED UPON 'REQUEST, , � � � 0',a � '.. . .1111, . ;."�' � ' 3. AS --BUILT PLANS : ARE REQUIRED IF MAJOR CHANGES ARE MADE, . `� 4, ALL 'DISTURBED AREAS MUST BE SODDED, . ` III � 07 r 1111I . 1111 I . ' 1111' 1 --,_--_,--_--,-4445--------,J-). --V 45--1111- • ''���---==� , --�47 - - 1 _ . ,. . 1c -x:_ :- w_ =tom trsfl _ "J .. . 95.?' l ____j X C7� �1 EXCAVATED TRENCH 1' _ 2'-O* SO r_1 I . . .. . f t 1 --D 0 PROJECT SITE I 5' 2' 3" 15' 5' , 12' TURN LANE 24' SOUTHBOUND LANE 14' W__.._L______ - f .�' ..�i : Ln C) I L,1,,, BRASS COUNIER-SUNK SOD SOU SOD SCO SOD- EXIST; PAVEMENT EXIST. PAVE6IENT _ MEDIAN __0 _ / . I ONE STORY METAL I 1`1- CAP-------_ :If_ - � I. ..ELEV. VARIESr CI1P\r��9 :: r� tr `/ ll ELE4'. VARIES ___-_ ,_._ _ _ / /g �t0 0 I Y to v VALVE BOXI ELEV. VARIES -7 _----1111_.(-i---- _ _ - 1111- - } _ _ -- - __ - - - - V I�� k I I c�J 1 r� END HQSE LAT. PP?! r1mC_.___J� , ` ELEV. I VARIES - - - - - - - - \ V) [ •v- I - 1 . \ v1 I u1 tr �._ ` 10 I -- L W kP C4NC. SIDEWALK -� I i`1 `L j 15� tU' 1U' . -----•----•-_-._..-.-.._______---_-__11._.11- ..-._-_-_ 0.61 1 I ____._..--.._..-- --•- t_,_r cn _ �__-�1 .� �_ X ' �_ I- I 'I . \ , - 200U P51 CONT - . o 1 \ 1 I j ; �__ v ' ENCASEMENT B` THK EXIST. 2' WATER MAIN � -EXIST. SAN. FORCE. FAIN , { • a \ . v 1 l (11) � I /--LIFT S1 AT ION EASEMENT - (t4o FILL UNDER CONC) .. ' CON[' QII� SjORY QLOI.%< " o I vWi IZ_ _J C� 1 I n C aE`.ITOr� ( ) NEW 8' WATER hiA.iN (36' COVER) 1..` I % [',RD 1878, .PAGE 1.058 � sa' cov�R STEPS r c_ � � I I �� f � `� � [ / P.Y.C. PIPE - (36 COVER} \ AD )RESP �3� 12 C. 471. / ' \ " h I I \ Ln /- 1 „ M x < LLj TERMINAL CLEAN OUT BOX �' \ Y,� I x I___ x x �� -1111 __-- _ TYPICAL CROSS -SECTION IN FDOT R/ . l__ 2' I __) ( U __ SANITARY MANHOLE N.T.S. N.T.S.-- -- - - -- . \ oo I L!_ Q 1 Q 1__I- TOP HIM 47116) , U� x C Lf7 C 7 .I I Pt'CY INV 4' PVC 4)119)t. , \ �' 76.65: I I J Q /, I _w C 9.s' oo '' n 1 / -`�--,TIE IN EXLSTI. MAPIIiOLE � LX1ST, f�' F1AlkR tdAlN -- . a w L -_J `-- 11.11 - - �- I r, '1 w 7.4' 7.0.02• _ _ 1 ____ 0 I. , a= �) c, -"-1 � CITY OF SANf ORD CITY SERVICES EASEMENT " "'' �I''lI' x;11.. WET TAP EXIST. LINE ' 13ACI�FLOW PREVENTUR I -- mw ; cow v Cw _ _ _ _ -_ __11 _ _ __. ___ - _-- _ __ _ _- - _I GIFT STai10N '�� (�' xEY' x8' TAPP 1 NG SLEEVE ra 'r KONG_ ry 1' ') ) Iz.6' I 25 3�' FU l' 1 RR i G. �T �r �rmcyNQ ``tom - ' . \ �. 191.66.' OEE0 , �` I' 1 41ATER 6 PVC J I )�. W/ 8 GAfE VALVE - ..\ j - 1ac.ao' aEEI) 149 64' ti1EaS _ - �E.TER- �--MATER F tRE: LINE . w.-•-+ �'= _- _ T _ 1111_ . _. __ -- -__ _ - _- {�_ �._ TOP. OF &V1K ,'.�._ 256.00; GEED 256.01 ' MEAS _ - _ t- r 045. 'Clty£ - _ f{ i - fib'_ - � GP CIIZ -� �_- - 1111 1111 .. _ - }. `l�/ .- _11_11.. p _. _. 0PL - . _-- Opt. - _1111_ 1111--bP�-- - _-1111. - 11--_11. »11 11. 'r�'"�=11`11`_._ _ pPL- - 1�_ _-- _ _11-11. _1 �w f_ , .r.... -_-_ CWC "' - -Wl ""- - 8Pt `_:tt-_ -p..-tJV'[ _1wL__ - _��_'_ - -��CF� �_. �. --",:_."�...W. ' , ' ' \ __ __ _ -�-. _ -- - -_ - -; - F IRE HYDRANT // .�.�r___..�.._..,_-__---_- -_--,_ �p ------------- . -' [ 7 . \ % / _ E X I S T I WATER MAIN :-- _ � _. - _ � - _ __1111- --- _- __1111 _- - of a.�.H _' / ._ - : • \ r9W of aur s / / l ' P C WATER LINE /�� _ _ - _-_11 11.:--, _ . _.__ - . _. _1111- - _. ' "__ "} = -r='-= Sa.___. _ ,�--• ---• _ _11_11.._... -- _-.• -, 11_11_ ___ -_.__. sa -,r fu_) "` .��- �-. 1e cuP_so---- -_�_l I . 1111 • 1111 . , I- �� . r -aa ��o I _ r�r�r •'j2, --� _-. r' - r8 PVC WATER MAIN { 36 GI�UER)_ _ _.� _1. %aAvrr4 . . '"' Ir . \. \ * _ 1111. roP aF fwuc `� _ Toa OF fiwx O' 10' MIN, SE.PA(AT I ON 1 LAF. . _. �HEQKEU . . \ - - _ `/ _� - -_, _ . _ __ry - = tiJ = "_ F. '' _ fes:. �� - - - __. tM - r4 _.-- FU . r ry r�. �~-.w_.__T _ -_- L __ - � __ _�? �._.._.._ _ QEF': \ _ _ a IFM c�/P . -_ __-./ -_11_-_11_^_.___ . _�___T - QPEN/CUT PAVEMENT . OP( N/GUT PAVEMENT �'/P - -••-- _.�__ __�._�__ nam ...«� a / 98 .1 I'. \ I - B` x8' x6' TEE W/ GATE VALVE scAf . WE.T TAP EXIST. LINE \ 8' x2' x8' TAPPING SLEEVE • I .1 I" Vii)` - W/ Q' GA:'E VALVE I µ'No i \ I " �� , , 1111. ' 1111 , � .�. 4 [ , -,r.. 111: 1 - }�'I. 97T012t ' \ - - , , . \1111 . . . -1. ; •ll y r1 I , ' --- -' ^ • - •_-__-- _. __1111.. - - a f"'"_'_ _ •---- -- .-» ---__ - - - - -. - ---'-- -• ___ - - 11_11____.._ -- - _. _ ._ �_ . . ..i .:'i? - , r. 1111 I - .. : • F., r' 1 Ly 11.11•- .�., oil cTs� lora 4 , ' . 4. -7 STATE ROAD 1 J :& • 6UO FEDERAL �>'I�HW,�Y � � & 92 R/�N 18U1. r w � r C * 3 . :,. ,,­.. :, :. N E�IiO� 1.r T - `/ .% Z!� I . f�F SHEET$ k . Ell / I .. . . 1 I . . . ,. -I ;.. ... ..I ;1111 . . TOP OF &tNK RETENTION 1 POND . • . .. .1.�. ,. ­ .�. .!, ..� ____.jj Q .. . . -,��. ..I BOFIOM OF aA,NK-! _ 1111 ........ _ -_1111 _.__ _-1111_.. _._ .:-. _ _ __1111. _. _ - 1111. _ _.` _ . . . _1111...� .1 . . . . . �­I!.. . . �... . . � I . ' .- __� 1111. _� - ___.._ C -� Qe , , "- 4 HOUR F- IRE WALL .' .' . .' U r r r } n` 1 /� n 1 { �j r� Ca _ 117' x 40' = 4, 680 S. F. 156 ' x 35 == 5, 30 ^, F + i 1.� . "C� . • 13 P' . . . -r--1111.._. _-- . 4 I ASPHALT PARKING . �--^- - _- •L- .j - - -� - _ _ _ _ _.�.._ _ _ _ _ _ _ 1111 ., _�_�__.. _ _ . . �. - . . W 1~ � ' S 25'30' W 256.00' DEED I o 5 25'29'18" W 256.00' MEAS "(i i,-= Q 1-__ U_. , . . 6' C RQ � � � .Q CD Q} �l 1111 t � � J. • � ,�, E. { � I I i.2,i U � . •. Q-•ci UII R i p U} �J K l U 06' Q, -L, • ' O , cry R/yY V . � 1 <� r-� cp PLACE CONCRETE !N �_-___ _ v ----� 90'_ SO J O(DOUND-RIGHT OF -WAY _1111 �.__ - - � c 95.?' l ____j X C7� �1 EXCAVATED TRENCH 1' _ 2'-O* SO r_1 I . . .. . f t 1 --D 0 PROJECT SITE I 5' 2' 3" 15' 5' , 12' TURN LANE 24' SOUTHBOUND LANE 14' W__.._L______ - f .�' ..�i : Ln C) I L,1,,, BRASS COUNIER-SUNK SOD SOU SOD SCO SOD- EXIST; PAVEMENT EXIST. PAVE6IENT _ MEDIAN __0 _ / . I ONE STORY METAL I 1`1- CAP-------_ :If_ - � I. ..ELEV. VARIESr CI1P\r��9 :: r� tr `/ ll ELE4'. VARIES ___-_ ,_._ _ _ / /g �t0 0 I Y to v VALVE BOXI ELEV. VARIES -7 _----1111_.(-i---- _ _ - 1111- - } _ _ -- - __ - - - - V I�� k I I c�J 1 r� END HQSE LAT. PP?! r1mC_.___J� , ` ELEV. I VARIES - - - - - - - - \ V) [ •v- I - 1 . \ v1 I u1 tr �._ ` 10 I -- L W kP C4NC. SIDEWALK -� I i`1 `L j 15� tU' 1U' . -----•----•-_-._..-.-.._______---_-__11._.11- ..-._-_-_ 0.61 1 I ____._..--.._..-- --•- t_,_r cn _ �__-�1 .� �_ X ' �_ I- I 'I . \ , - 200U P51 CONT - . o 1 \ 1 I j ; �__ v ' ENCASEMENT B` THK EXIST. 2' WATER MAIN � -EXIST. SAN. FORCE. FAIN , { • a \ . v 1 l (11) � I /--LIFT S1 AT ION EASEMENT - (t4o FILL UNDER CONC) .. ' CON[' QII� SjORY QLOI.%< " o I vWi IZ_ _J C� 1 I n C aE`.ITOr� ( ) NEW 8' WATER hiA.iN (36' COVER) 1..` I % [',RD 1878, .PAGE 1.058 � sa' cov�R STEPS r c_ � � I I �� f � `� � [ / P.Y.C. PIPE - (36 COVER} \ AD )RESP �3� 12 C. 471. / ' \ " h I I \ Ln /- 1 „ M x < LLj TERMINAL CLEAN OUT BOX �' \ Y,� I x I___ x x �� -1111 __-- _ TYPICAL CROSS -SECTION IN FDOT R/ . l__ 2' I __) ( U __ SANITARY MANHOLE N.T.S. N.T.S.-- -- - - -- . \ oo I L!_ Q 1 Q 1__I- TOP HIM 47116) , U� x C Lf7 C 7 .I I Pt'CY INV 4' PVC 4)119)t. , \ �' 76.65: I I J Q /, I _w C 9.s' oo '' n 1 / -`�--,TIE IN EXLSTI. MAPIIiOLE � LX1ST, f�' F1AlkR tdAlN -- . a w L -_J `-- 11.11 - - �- I r, '1 w 7.4' 7.0.02• _ _ 1 ____ 0 I. , a= �) c, -"-1 � CITY OF SANf ORD CITY SERVICES EASEMENT " "'' �I''lI' x;11.. WET TAP EXIST. LINE ' 13ACI�FLOW PREVENTUR I -- mw ; cow v Cw _ _ _ _ -_ __11 _ _ __. ___ - _-- _ __ _ _- - _I GIFT STai10N '�� (�' xEY' x8' TAPP 1 NG SLEEVE ra 'r KONG_ ry 1' ') ) Iz.6' I 25 3�' FU l' 1 RR i G. �T �r �rmcyNQ ``tom - ' . \ �. 191.66.' OEE0 , �` I' 1 41ATER 6 PVC J I )�. W/ 8 GAfE VALVE - ..\ j - 1ac.ao' aEEI) 149 64' ti1EaS _ - �E.TER- �--MATER F tRE: LINE . w.-•-+ �'= _- _ T _ 1111_ . _. __ -- -__ _ - _- {�_ �._ TOP. OF &V1K ,'.�._ 256.00; GEED 256.01 ' MEAS _ - _ t- r 045. 'Clty£ - _ f{ i - fib'_ - � GP CIIZ -� �_- - 1111 1111 .. _ - }. `l�/ .- _11_11.. p _. _. 0PL - . _-- Opt. - _1111_ 1111--bP�-- - _-1111. - 11--_11. »11 11. 'r�'"�=11`11`_._ _ pPL- - 1�_ _-- _ _11-11. _1 �w f_ , .r.... -_-_ CWC "' - -Wl ""- - 8Pt `_:tt-_ -p..-tJV'[ _1wL__ - _��_'_ - -��CF� �_. �. --",:_."�...W. ' , ' ' \ __ __ _ -�-. _ -- - -_ - -; - F IRE HYDRANT // .�.�r___..�.._..,_-__---_- -_--,_ �p ------------- . -' [ 7 . \ % / _ E X I S T I WATER MAIN :-- _ � _. - _ � - _ __1111- --- _- __1111 _- - of a.�.H _' / ._ - : • \ r9W of aur s / / l ' P C WATER LINE /�� _ _ - _-_11 11.:--, _ . _.__ - . _. _1111- - _. ' "__ "} = -r='-= Sa.___. _ ,�--• ---• _ _11_11.._... -- _-.• -, 11_11_ ___ -_.__. sa -,r fu_) "` .��- �-. 1e cuP_so---- -_�_l I . 1111 • 1111 . , I- �� . r -aa ��o I _ r�r�r •'j2, --� _-. r' - r8 PVC WATER MAIN { 36 GI�UER)_ _ _.� _1. %aAvrr4 . . '"' Ir . \. \ * _ 1111. roP aF fwuc `� _ Toa OF fiwx O' 10' MIN, SE.PA(AT I ON 1 LAF. . _. �HEQKEU . . \ - - _ `/ _� - -_, _ . _ __ry - = tiJ = "_ F. '' _ fes:. �� - - - __. tM - r4 _.-- FU . r ry r�. �~-.w_.__T _ -_- L __ - � __ _�? �._.._.._ _ QEF': \ _ _ a IFM c�/P . -_ __-./ -_11_-_11_^_.___ . _�___T - QPEN/CUT PAVEMENT . OP( N/GUT PAVEMENT �'/P - -••-- _.�__ __�._�__ nam ...«� a / 98 .1 I'. \ I - B` x8' x6' TEE W/ GATE VALVE scAf . WE.T TAP EXIST. LINE \ 8' x2' x8' TAPPING SLEEVE • I .1 I" Vii)` - W/ Q' GA:'E VALVE I µ'No i \ I " �� , , 1111. ' 1111 , � .�. 4 [ , -,r.. 111: 1 - }�'I. 97T012t ' \ - - , , . \1111 . . . -1. ; •ll y r1 I , ' --- -' ^ • - •_-__-- _. __1111.. - - a f"'"_'_ _ •---- -- .-» ---__ - - - - -. - ---'-- -• ___ - - 11_11____.._ -- - _. _ ._ �_ . . ..i .:'i? - , r. 1111 I - .. : • F., r' 1 Ly 11.11•- .�., oil cTs� lora 4 , ' . 4. -7 STATE ROAD 1 J :& • 6UO FEDERAL �>'I�HW,�Y � � & 92 R/�N 18U1. r w � r C * 3 . :,. ,,­.. :, :. N E�IiO� 1.r T - `/ .% Z!� I . f�F SHEET$ k . Ell / 6' THICK 3000 P.S.I. CONC. W.W.M, OF FIBER MESS( -- MONOLITHIC SLAB SEE 1-00TING DETAIL 6" DIA. DUCTILE. IRON PIPE FILLED W/ CONCRETE & ROUNDED TOP t t ---- Q uj .. PAINT TRAFFIC 'YELLOW J 0 Q c I L7 6" 6" U-1 Irl m — c� FILL W/ CONCRETE 6" ALL AROUND DIP (2,000 psi) BOLLARD • DETAIL N. T. S. 1-15 BERT. IN CONC. FILLED BLOCK CELL (TV. 14 PLACES) 2 -- 6' CHAIN—UNK W/ WOO SLAT GATES DUMPSTER .PAD ENCLOSURE- DETAIL N WHEELCHAIR DE (AIL 4" WHITE STRIPE 4" WFiI TE STRIPE 4 BLUE [RIPE a" BLUE STRIPE 12' 5' 12' �—• 4" WHITE STRIPES 0 45' SPACED 24" O.C. HANDICAP STRIPING DETAIL PARKING BY 1 O— V MAA 10 —u MAA DISABLED - .. i,;.; ,! EQUAL SPACES PERMI T EQUAL SPACES e 0 • i250 FINE t 2' NOTES: CITY ORD. 3211 1. HANDICAP SIGN AS PER 2 -- 6' CHAIN—UNK W/ WOO SLAT GATES DUMPSTER .PAD ENCLOSURE- DETAIL N WHEELCHAIR DE (AIL 4" WHITE STRIPE 4" WFiI TE STRIPE 4 BLUE [RIPE a" BLUE STRIPE 12' 5' 12' �—• 4" WHITE STRIPES 0 45' SPACED 24" O.C. HANDICAP STRIPING DETAIL PARKING BY 1 O— V MAA 10 —u MAA DISABLED - .. i,;.; ,! EQUAL SPACES PERMI T EQUAL SPACES ONLY i250 FINE NOTES: CITY ORD. 3211 1. HANDICAP SIGN AS PER FLORIDA STATE STATUTE 318.14. U --IRON — CD 2. STANDARD HANDICAP SIGN, I TYPICAL WHITE OUTLINE ON DOWEL � BLUE BACKGROUND. 3. THE U -IRON SHALL BE OF FINISH GRADE- - - A STM DESIGNATION A498-74 — -�--- -- �— W j MIN. WT. OF 2 POUNDS PER F -r w/as TOLERANCE ce-- �s 4. THE FINISH FOR U -IRON IS CD ui <, w TO BE GALVANIZED IN U 1 `' CONFORMANCE W/ ASTM CO SPEC A123-73. 12 - -I `�- CLASS 1 CONC HANDICAPPED SIGN DETAIL 1. MASONRY BLOCK SHALL HAVE A MINIMUM COMPRESSIA STRENGTH OF fm � 1500 psi MASONRY BLOCK SHALL CONFORM TO ASTM ('')0. 2. MASONRY GROUT SHALL CONFORM TO ASTM SE 0270 TYPE 5, MINIMUM COMPRESSIVE STRENGTH Of GROUT SHALL. BE 2500 PSI. STUCCO tTCH BLDC. 3. CLEAN OUTS SHALL BE PROVIDED AT BOTTOM OF EWRY FILL CELLS. 4. TAKE A PRECAUTICN4 TO ASSURE THAT THE CELLS ARE COMPLETELY GRCA1TF.D WH 2500 psi CONCRETE GROUT. �led�il4zi.rLQIi;S4 E 1. ASSUME ALLOWABLE SOIL BEARING PRESSURE 1500 PSF Z CONTRACTOR SHALL PREPARE AND COMPACT'T)AE SOIL TO ACHIEVT SOIL BEARING, PRESSURE . 2500 PSF, SEE COMPACTION NOTE SCREEN WALL DETAIL 1 O— V MAA 10 —u MAA 10 --U TYi H A - .. i,;.; ,! EQUAL SPACES EQUAL SPACES EQUAL SPACES - " . . v . . v. , i 1' _ . I ., : ror• of t _--'..._-_.._._._�____ _ —.--- ---_ - ' 1rI I) U • q . . "�� ,< 1 _ —M-" �-••— _ ---A'•- --�- --,— —w.-' —«-- --...., —,._, .- -- _ -�—� --k— —,:--• -.— -•,— —�—• ." -- '-R-_ —•,: -_,-_-- —I,-- r . . F try^ . .. . . ai i . ( za . ' � I . . � � I� . ) (O [� , , v ;# . ,# tf' ��' ('n I . z � .� I . 0 . . (_ -L_� _ -.:�--,_„,-,.-- -_l' _-= ;: - a,--_: �..: t ::� �- :.n - r _-_ s:-- 1. -r _ -x;; p_ .. Sa 2`x'29'57" W _..__� ___ 149.8 ' . MEAS . • 5 25'.30'- W 1.5O.UO'.. DU� _�—__ 1 _/ I .. . I ' . .. ... 1 . I .. i , I '� 1 GIRAT-)�-IC SCALE II Y^ - - _ _ - _ I 0� 1 5' 30' 60' 90' I .- .,. . . 1 � __ KfIWIWED CtACx fiUMbEK i ,15E 1 . . /� _ GALV•CACtECL•"a„r9(Zr4(CADLE) ... \. , --' _ 6ALV MZ=_oA9(Cj :rocurf . . GGYfr* CAI,tL • 9tZIQ AS fiOTE;1.111LO•r 1 . (3 K4 CAMEO , 1ZW' ArAtn 1 . ,.-^•• _ tZ' L0'* M%T? FLAC401(, WE. I �_- Jra-a3-ZV4_-rLAff0TUXN%X&tE . -r- __ 15A5� Cf TK_L SHALL 9c' rl.f"rc $LIGHTLY I . Aaa c ADJAC�Nr I'w15++GkAPf I EDGE OF MULCH . . . rutYi r0"G tvi5+OC Of wit—gn F . . . GVlV*CADLC5 9,` ICKAOCyrt°55mutCH . Dmit Gwc * 0( METrK QP TKEE rtT rO D: rV.1C= TtiE . � [AA.HflZXO'XDOTGALL 1 D" • KCX1GFtZH `�40�5 (7} TKcE rt7 (� I('_ _ _ �f 5- NtiJH sat 5NKZx jy Q Sdpatmre+ , �< M1�I � ( I .� _ . # , tt " 1 . � .,.. ; - PlA1'Lr12'-'0 5CFL aACXPILL Lam, ( 1 • • T-' 1 f� tUttSnr+O(>r(rsriiraeD ,-•_tti �f- - IIF- u _ 5ueGlvva It lil1�� t OL1G t}1LL' nr+c}+Ok tr _ � = 1 • ur YO 6• ell IrEK TKEf5 "zt(III I P -ll 111 --- IiTii_�I iI IT c,.-• rt, L wde (rrl Vb- U,lX(5 6 CLAJJr5j 1 ' • O.' TO Kr CAL#rEK TXEE5 MOCV t, fprl (Wl YW Cn11Lf 5 6 CLAr,(r5) � � I TREE PLANTING DETAIL _ _ �� t[.T.5. (D O N :') 1 . NwI . .T. w .��1 -- E DG' d OF 5(70, OR 510--W-Of O;( cu" L0.0 OF )AUILCA 0c0 1 . Vz 0-c 5rAOtK, I nOJ.�C2Hr r0 . , OC. 5PA"46 R, Srr'Orx _ L Or- 5retxjr, IDLm CA IGN11,1 Ii , I0'.uD5 5 -ALL D_ I Y.. 11A.AEV SUG+frLy •,y,3i 1 •N -+rF 1-1 w.t '.s,-- N;l� ,—j-.LENt { 1SJZ C r} L'�" C Z�Fja,� r»r Lnyfx Cx �r rc � } # ru a ,-IF"E555r it.Crt S� .lti r r t Spar rC! I- _�_� T., , . �1b1L4 --.I1 .. Y =HILI M r! I(oor DALE a-_ w." _ - ! 1!115 - (IFS- j�l j i I = - -rn I{ tri guu` I I J U. j�1i11T�-J�1tHl�illl ` I j I .— 0� K�OO ;i? II __ 1lj! VB PJANTHAG C)ETAI�_ --_ _ 1 X . i X ' I . f X 1 . '1 ""A C -c O p, AGA r,*m r 1rr,,s . �If,�--__-_- C•+,1 r�Mas> 1.r" I-Lsnt.Y .. .. r4W vans - 3 �.7_O"r`K 41"'Er I /` nKLn Af Aria s. niH . ^�/ -- .. t Y e , ; , 1 7, it a :R s1; t• ) t 4 k i 5 �' , „ 1 I e4- , y I "I F' , a � i t�r� ) I• 'I' ' I :I 'T• a ',. r. 4� '. r ., , . - , _,_ .r y 4 v, ,. a+ .;:,'� „'' . _ .. 1, .• s' - . ( I,._ , . i' r RVISI0IYS f�Y _ a ,. _-. 7/6//8 REVISED ;`J',E, .., GENERAL N[7T S. �_-_ N 25' Q' 4(� E' 600. fb 6 Q&M _ _-.----,.:.--� _._.___ _ > I',, e _T .. _ �.....".... _ . _ �... �. W ».... .. W �. _ _ . . . -�- ,. A 8, : t , RE . aEI . ''J E F. ...: -w.... Z a u... w . -. 1. 1N' THE EVENT OF VARIAT1pN BETW> N UANTiTIES SHOWM : TH r ..� . ! _ £ Q ON E ,,. ---;—•-- - aorro(a or awrc' rDp aF eunw PLANT 11Si ANU 1T'IE PLANS, 1NE PLANS SHALL CONTR(7L..'IMF'ftUPER' °' 10 ��' 98 R VIED". :J E.F�' . � , • MAD •- - PLAN T COUNT E. PY THE CONTRACTOR SHALL BE NQ CAUSE FOR l . .. ADDI"TiONAL COSTS TO. TTTE OWNER. SOO QUANTITY TAKE, OFFS. AIDE TH) - �-- -*- _u-- _-4 -x K--*-.�,- -,� -,. . �- r i IL! R S 8 _ TY F' TRA 1 ESF'ON 0 THE. CON CTOR: ALL PA A ,r D aCRE NOTES SH Ll. BE' g r, — _, _.. R P TL D T Til N A A 11 , , . , ' � EOR Q E LA DSC F E RCF TECT FUR.�CI:ARlF7CATION� PRIOR +' ; , . 48 , . . / - �....--_, .� ___� ___ TO BIDDING. t :, �� r ,� 2. NO 5U85Til1JTlONS SH LL BE MADE WITHOUT WR TTN ON' NT . 45 - _ A E C SE OF . ' < t.•. . I : �� ._ . --- —� 4� THE OWNER OR .L'ANQSCAPE ARCHITECT: .. . 43 ( a . _ _ .. 3. TFiE CONTRACTOR 15'ADVTSEO OF TTiE EXISTENCE• OF'UNDERGROUND . , . 1 . . . . I UTILITIES' ON SITE. THEIR EXACT LOCATION SHALL Br" VERIFIED IN THE .; FIELD PRIOR TO'THE COMMENCEMENT OF. PIGGING. IN THE EV> NT THEY' .. ,;.,':. . • . ARE UNCOVERED, THE CIN IRACIOR SHALL. BE HELD: RESPONSIBLE` FOR `. 1 ALL DAMAGE TO UTILITIES AND SUCH DAMAGE 'SHALL NOT RESULT IN - + . I ADDITIONAL CHARGES TO THE OWNER, • . _... . Q 4. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR .REP.LACING. OR . � HONORING ANY WARRANTY FOR TTiE . LOSS OF' MATERIALS .DUE TO FIRE] ,I . F1.0005, FREEZING TEMPERATURES, LIGHTNING, WINDS, ABOVE 50 MiLES . I PER HOUR, Oft ANY OTHER NATURAL DISASTER. THE CONTRACTOR - . " ,'C„.j " r; •-•'1' [� 1 SHALL NOT BE HELD RESPONSIBLE FOR ACT5 OF VANDALISM OR . „ • - NEGLIGENCE ON THE OWNER'S' PART, MATERIALS NOT PLANTED.OR LEFT.. ': `'+ . . 0j UNSECURED ON Si TE SHALL BE THE RESPONSIBILITY OF;, THE ' : ; v ` CONTRACTOR. '. (, i : �,� v. 1 5. ALL .50D 5HALL BE 08TAINED FROM AREAS. HAVING GROWING - ' `. Q . [--__ �- CONDITIONS SIMILAR TO AREAS TO BE COVERED. AREAS ,TO BE SODDC6 ., y O Q (� C7 �(�I �tEALL BE RAKED OF STONES AND DEBRIS. DE9RI5 AND STONES qV? R 1 ` V: 4 r _ Co � W IW SHALL BE REMOVED FROM THE SITE. ALL DAMAGED SOD WALL BE . . ; CD ;.. ` �� REJECTED. AL.L SOD MUST BE PLACED STAGGERED. AND TIGHTLY a �1;' v � tiT. 1_ rn r r•_ • •, . u� i- - LL1 o a� BUTTED YviTH ND INEQUALITIES IN GRADE, PLACE Ali SOD IN ROWS AT ,Ga "4 00... , .11 0 II (� tt' ... 01 n RIGHT ANGLES TO SLOPES AND PIN AS REQUIRED, SOD SHALL BE ' ' C' r" �, Ld ,"�I PLACED WITHIN 24 FLOURS OF ARRIVING ON SITE. THS EXTENT'OF TF1E .' ' � ,n' ,, .. . - �, � _ I-_ SOD.SHALL BE VERIFIED IN THE FIELD AND ANY ADDITIONAL SOD SHALL .10 ' t <<, a c�-) L -__l cn r•-1 m � - .. R� BE PROVIDED AT TFtE BID UNIT CAST UPON APPROVAL BY THE OWTJER, . w • `--} _...._j x !!'' . t,a 6. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED ."`' ca o'` t.I-- L� e — �- N_ AND SHALL CONTINUE 90 DAYS AFTER FINAL ACCEPTANCE BY THE � h ; . vi � 7� � � Ir�1 OWNER- MAINTENANCE SHALL INCLUDE WATERING, PRUNING, WEEDING, . . : , a.�- �� [� m � MULCHING, MOWING, REPLACEMENT OF SICK OR DEAD PLANTS, ANp ANY Co . ,: .) o 6 c �J u� OTHER CARE NECESSARY FOR PROPER GROWTH OF THE PLANT i !rte (o MATERIALS. : . . . . . . - ,. : r -A 7. L DURING THE COURSE OF WORK. EXCESS WAST« SHALL RE REMQVED . _ I N`� I I 1 FROM THE 511E ON A DAILY BASIS AND UPON CQMPI ETION OF ALL . . WORK. O `, O 8. AT SUBSTANTIAL MP A R 1 c� Q cb. CO LETiON EVIEW FOR ACCEPTANCE OF WORK 1 SHALL CSE HELD AT THE 51 TE, ANY WORK DEEMED UNACCEPTABLE ' �� x __ .__ ^�_____�43 42 __-_-- __ -_ ,1 S}TALL BE CORRECTED MME LATELY AND REINSPECTED A` l► . _ -�1 - 1 Q 1 SCHED LED• CJ _ ] iI� �5-- 9. ALL TREES, SHRUBS AND CROONDCOVERS (INCLUDING SOD) SHALL BE i+ Cn r 45 --_ ` _ �` - ` GUARANTEED FOR 1 A iHS FR M TH 0 "T • (� ra 2, ! OFJ 0 E C MPLL iON OF THE 90 DAY .., ,,, "'� �Z I MAINTENANCE PERfOD.. REPLACEMENT Pt ANTS SHALL BE GUARANTEED ' I -.. _.- T -,'E-_ 7____=-`=•-x " _, _ ,_Ax19 _f= �-_-"= =-x--=�-�--�: - - AN ADDITIONAL 90 GAYS BEYOND (?{E 12 MON fH WARRANTY (?ERIOD. „' . , ANY SICK OR DEAD MATERIALS SHALL. BE REPLACED IMMEDIATELY. • , 10. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY WORK AND i, 1 MATERIALS Ai ANY STAGE OF THE OPERATION. THAT IN HIS OPINION 00 •' `` , .... ....._...-.-........_.. __...,,_•_..___.....___._..__-.-__-._.-__._....__._.,__._..-__._._._..___......_..- .. . _...._, C NOT MEET THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ' 11. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE . . -- _ ____ _ __ VERIFIED BY THE CONTRACTOR ON SITE BEFORE CONSTRUCTION . I ,- . . .. BEGINS. ANY OISCREPANCIC5 SHALL BE BROUGHT TO THE' ATTENTION . ' Q OF THE LANDSCAPE ARCHITECT OR OWNER. , '`., i �.1 N NQ 2,� B UI L OI NG N0. 2 U 12. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING ' . . . " SURFACES, EQUIPMENT, AND FURNISHINGS. 1HE CONTRACTOR SHALL BF. . ' . .l l7' x 40' T 4, 600 S, F, 15513' X 35' -7- 5, S30 S, i, I RESPONSIBLE FOR ANY DAMAGE OR INJURY,TO PERSON QR PROPERTY �_�.-�~ Y'. . 1 WHICH MAY OCCUR AS A RESULT OF HiS NEGLIGENCE IN THE ' • < ' . EXECUTION OF HIS WORK. �- ,-, - 13. THE CONTRACTOR SHALL- BE RESPONSIBLE FOR THE STABILITY AND 1 ASAHAGT I .. ' I SPHA1, I PLUM OF ALL TREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR , _ M r W "� Y _ _� . ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY ►MATERIALS, TREES ' , 0 :• I'' w ,� SHALL BE STAKED AS INDICATED ON THE DRAWINGS:. < r . r wwws V l --- _ . .. W Sw2a`'30' W r 256.00' DF_ED r _r_�_ S 25'29'1$" W 256,00' MF -AS 14. THE CONTRACTOR SHALL VERIFY THAT THE SOIL CONDITIONS ARE `` I a SUITABLE FOR PLANTING AND WILL 8E ACCEPTABLE FOR PROPER ' � . `, L`� q I Y e GROWTH OF THE PROPOSEp PLANT MATERIALS. SHOULD 1HE Q �, - I L-.' o Q' . ti> o CONTRACTOR FIND POOR SOIL CONDITIONS HE SHALT.. AMEND THE SOILS W .m� � ' � "� ' I c: C) V AS NECESSARY. THIS SHALL BE INCLUDED W RIE BASE SID AND BE NO � . Q d ; �� CAUSE FOR ADDITIONAL COST TO THE OWNER, AMENDMENTS SHALL `- 'Y- .` L� C . . L) C), .;; , . "IQ I PLANT LIS 1 LEGEND INCLUDE, BUT NOT BE LIMI TED TO, TOPSOIL, FERTILIZER, AND LINE, `� C� �'' 15. PLANT SOILS IMPORTED TO THE SITE SHALL BF WELL DRAINING, FRIABLE rl�� (D ! r n i^� II C.a > SOILS SUITABLE FOR PLANT GROWTH. •1 L...__�J � `. :-- - - I OV LIVE OAK 2" CAL. 10' HEIGHT x 4'--5' SPD. , ''f.:.` * - 16. ALL PROF OSED TRFFS SHALL BE INSTALLED EITHER ENTIRELY IN OR Q ENTIRELY OUT OF PLANTING BEDS. PLANTING REDLINES ARE NOT Tq BE . c -u .� + o r� QUERCUS ViRGINIANA '(� . ' j �` (D 08STRUCit 0, `� � X ( VO CXSOC� SWEET VIBURNUM 6iIN: 24" ETT. x 30"-36" 30" O.C. . ( � - I VIBURNUM ODORAT1SSIMUM 17. ALL PLANT BEDS SHALL BL TOP DRESSED W TH 3" OF MULCH. - � : 4 �J C'7 � I . . ---+ `r1 1 �a W TB. THE CONTRACTOR SHALL DISPOSE OF STUMPS AND MAJOR ROOTS OF • :4! - SOD -- ARGENTINE BAHIA ALL PLANTS TO BE REMOVED. ANY DEPRESSIONS CAUSED ETY .REMOVAL . . n � OPERATIONS SHALL BE REFILLED WpIM ACCEPTABLE SOILS COMPACTED ,`� 1 LQ N NOTES: TO RE --ESTABLISH PROPER GRADE FOR NEW PLANTING AND/OR LAWN ' AREAS. fiIIISt1S1�AD - B FORE__F'L_A TING SHALL BF I T �..a. 1 V) rr RFACL OF ):IgS.ENI PAViN R C(JRB. J Lo 1. ALL SOD SHALL BE ARGENTINE 8AHIA SOLID S00 EXCEPT AS NOTED. ' S00 _-�� - - j 19. THE CONTRACTOR SHALL' REVIEW ARCHITECTURAL/ENGINEERING PLANS ' _______ Ln 2. AEI_ PLANTING BEDS ARI TO BE TOP -DRESSED VNTii 3" OF SNREDOI D TO BECOME THOROUGHLY FAMILIAR W17H GRADING ANp SURFACE :>, ,, i CYPRESS BARK MULCH. UTI LII]ES. �` SOD I J. ALL PLANT MATERIAL SHALL BE' GRAU£D °FLORIDA N0. 1' OR BEl7ER Q- _ AS OUTLINED IN THE "FLORIDA GRADES AND STANDARDS FOR NURSERY 20• THE CONTRACTOR SHALL' COORDINATE NIS WORK WITH LIGHTING AND IRRIGATION CONTRACTORS REGARDIFIG TiMING OF INSTALLAl10N OF 1 N n PLANT MATERIAL". f Lf7 � I PLANT MATERIALS. • i{ �� ;� 11 J II 4. TTIE LANDSCAPE ARCHITI CT MAY REJECT ANY PLANT MATERIAL BROUGHT 21. TFIE CONTRACTOR SHALL INSURE VERTICAL DRAINAGE IN ALL PLANT . .. ,�;,�'1 I~' C� TO THE SETE WMIGH HE DEEMS OF INFERIOR QUALITY OR APPEARANCE. BEDS AND PLANTER. VERTICAL gRILLWG TROUGH COMPACTED FILL OR ! ,f NATIVE SOIL SHALL BE ACCOMPLISHED 'TO INSURE DRAINAGE, ':':; : �� Ln C> 1 5, ALL, LANDSCAPE BERMS ARE TO BE SODDED, ___j _ �1 . • �} 1 22. FERTILIZE ALL PLANT MATERIALS tY1T1T AGRIFORM PELLETS OR N1 THA . MIXTURE OF 100°%. ORGANIC FERTILIZER AT A RATE OF 1,5 LBS OF ' ��f) _ r cNJ I RR I GAT ON_NQTN POTASH. NITROGEN. AND PHOSPHOROUS EACH, PER 100Q SQ, FT. •' ---- _ .__ r .. r' ' . S00 SOD \) ; . - I 1. A FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED, . • . ' \ 0 � � J SOD 0 �� j 7 �i. . - on_.t ,r «I([ ]•A( ig r-,m,Rn xn;L,t(.r C} -- f.T-.-.-.•• - �T --- {P _/ j ,i,U,1 !0'1 "m f g -_u- cc,, [ � w -. �:.%.:.�.y...:' "'• W . w,!..+r•gp_.��Mla�r-_ - Tr - _ 1 e , I i h tlaoYi Hl't-wW+C 1 ]fRMi L CV1 O�hK \ • • ( sL j .. 1'' ,! vw.trocaw tut m q o4 T.A3 1" - IOP !7F fit!'rK '{�' - :,1 • L1T,CA •TI f4+gt 01Y rcd [ M'_ ; --a ...-,� -A%. / � r , "i1 saa S�1 LR < . D - „'---f 8 S0c __ - - - �._= _ 1 . 9 1 1/2" X 1 1/2" SHEETLEDG 1 1/2" X 11 1/4" RAINL 2 CORNER PIER 26ga VERTICAL PAN 4" X 2 1/2" X 16 INSET ZEE GIRT W/C,kl BUILDING #6 UNIT MIX 1 HR FIREWALL 4" X 20go STUDS MIN. A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD, EACH SIDE - BY OTHERS 190' /2" X 1 1/2" SHEETLEDGE /2" X 11 1/4" RAINLIP 15" X 18go HEADER 3 1 18" X 16ga PIER-TYP A B CORNER PIER _10, 10' 10' - —_ 10' \ 10' � 10' ______T_ 10' 10' � 10' � 10' 10' —}x-10' 10' —10' 10' 10' � 10' � 10' � 10' 1 4" X 2 1/2" X 16go ZEE BEAM 2' 6„ ;7 4 — �— — rLg rrC� r`11C/ —rLg 2 C16 C76 C76 C16 C 6 C16 �4 C76 CCI6 C76 C16 4 C76 C76 C76 C16 C76 C76 C16 C76 Nr - 5 C5 10 - _ - 4" X 2 1 2" X'16ga ZEE BEAM' 26ga VERTICAL PANEL UTTERDOWNSAND ---rte- ------ r� -- - ti - rC- OUT �- ti - -� --r� - -- -----r�-.--��- -rte -- 4"X2 1/2" X 160 c/6 4CI6 4CI6 4CI6 16 4CI6 4016 4CI6 4076 4016 4CI6 4076 4CI6 4016 076 4CI6 4076 4076 4076 aC1 /CLIPS 4C� 1 .I. I. .. . . . . .5 .. . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . I ... . .. . . . . . . ... . . I I .I. .I. .NG1 _ INSET ZEE GIRT T/EAVE 66 W 8"IX 2 1 " X 1j a E 4" X 2 1/2" X:1680 ZEE BEAM: 1 I $"I X 2 1/12" X 14 0 ZEE 1 1890 HEADER 0 1 U I I I 6076 4CI6 4C 1 4CI6 4CI6 4CI6 4CI6 j 4CI6 VC76 4CI6 4CI6 4CI6 4CI6 4016 40'16 6clAL 2 j - - -i _ -3 15"X 1890 HEADER - I„ I _ 5 4 I 10' 30 1 8"�X 2 1 X 14�a Z 4" X 2 1/2" X 16go ZEE BEAM - - - - - - - - I- 2 1�2" X 140 ZEE 1890 HEADER �-� - - —rte - -� �- _ _rte - -' - ��- - �� I I I 6C76 4CI6 4' 6 4CI6 : 4CI6 4CI6 4CI6 : 4CI6 4CI6 4CI6 4C7 IC I6 4CI6 1 4CI6 4CI6 60,161 I I I \ 5' 29go GALVALgJME HORIZONTAL ----� I I I 8" IX 2 1/�" X 14ca EE 1 :PARTITION PANEL, \ I I 1690 END PIER - 4" X 2 1/2" X'16ga ZEE BEAM' - - - _ - _ - _ 3" X 2 1),2" X 14 a ZEE - �— -I - - ---rte - - r� - rt - - - ti - - �` Tom- -rte— - —rte- - —rte I- 9 18" X 16 o PIER - 6C7 40,I 4 4C7 407 4CI 4Cl 401 4CI stC1 40 4C 4C 4C 40 6C 18" X 16 a END PIER 9 10' I I I 6 6 6 6 6 6 6 5. 6 6 6 16 16 16 I6 76 76 I I I 10, I I I `OX 14 a Z E E 8"1X 2 1 / " `� 14c�0_ EE 4" X 2 1 2' X . 16 a ZEE BEAM : _ _ �' I X 2 1 12'� I ,`O -I 6 - - --�4g �4 1_ —2 -L FROM R.L. c1 cl c� c7 c1 c7 2' 6" : —cl c! c1 c7 c1 c! I c! c! I I I I / 1 1/2" X 11 1/4"- ��.` I I RAINLIP 20' 10' 10 10' ---- Its 10' 10' 10' 10' 10' 10' 10' �����-10' -- 10' 10' 10' 10' 20' CORNER PIER CORNER PIER 3 26 a VE TICAL PAN L 3 2 g 9 18" X 16 PIER-TYP _ 15" X 189a HEADER 26 a VERTICAL PANEL INSET ZEE GIRT W%CLI 1 -4 g A B INSET ZEE GIRT W%CLIPS BUILDING #0 FRAMING PLAN SEE STRAPPING DETAIL TYP. RAKE TRIM T/EAVE _r 8'-3" FROM R,L. CORNER PIER RAKE TRIM T/EAVE- W-10 1/2" FROM S•L. CORNER PIER 12" MULLION BY RABCO 26ga STANDING SEAM w v F"ULTRA DEK" ROOF GUTTER ��` �- 18" X 16go PIER-TYP -- / `-GUTTER EXP, BOX 90' O.C. MAX. 15" X 18go HEADER-/( DOWNSPOUTS 0' D.C. MAX. +�uwuwuwuwuwuwnwuwnwuwuwuwurrii�u�riwuwtiwuw�wnwuwnwuw 190' 100' 90' ONE HOUR FIRE WALL 1 1/2" X 11 1/4" RAINLIP 1 1 8'-38„ ww�u�rnwnwnwurruwuo�rurruwuwuwu�,�uwuwnwnwuwnwnwnwuwuwnwuwnrrrurrrutirrurrnrrruwurr� i�u�n�uwn_wu�i �wnwnwuwuwuwu��uwuw i nwuwnwnwu��iTi�uwuwurrnrri r�i wu i wnrru urr i�rnrrruwuwuwuwuwuwu�� CHARLES BAILES SANFORD SELF -STORAGE 8 —8,3„ SANFORD, FL. Post Office Box 800/989-0220 • CB 27 • Ocoee, Florida 34761 C047783 • Fax: 407/877-9065 ❑ FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE BUILDING #5 5' 2'-6" -3 10' X 10' 10' X 1 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' X10' i 5'X10' 5'X10' 5'X10' 5'X10' 5'X10' 5'X10' 5'X10' 5'X10' 5'X10' 9'-3" 1 1 30 1 1 _g 20' X 20' 10' X 20' 10' X 20' 10' X 20 10' X 20' 10' X 20' 10' X 20' 10' X 20' L 29go 10' X 20' ALVALUME HORIZ PARTITION PANEL 10' X 20' NTAL 10' X 20' 20' X 20' 10' X 15' 10' X 15' 0' X 15' 10' X 15' 10' X 15' 20'-9" 1 1/2" X 1 1/ "I ��--—19'—3" SHEETLEDGE 1 1/2" X 11 1/4" RAINLIP---1 1/2" X 1 1/2" 151'-6' SHEETLEDGE F 19'-3" BUILDING #6 UNIT MIX 1 HR FIREWALL 4" X 20go STUDS MIN. A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD, EACH SIDE - BY OTHERS 190' /2" X 1 1/2" SHEETLEDGE /2" X 11 1/4" RAINLIP 15" X 18go HEADER 3 1 18" X 16ga PIER-TYP A B CORNER PIER _10, 10' 10' - —_ 10' \ 10' � 10' ______T_ 10' 10' � 10' � 10' 10' —}x-10' 10' —10' 10' 10' � 10' � 10' � 10' 1 4" X 2 1/2" X 16go ZEE BEAM 2' 6„ ;7 4 — �— — rLg rrC� r`11C/ —rLg 2 C16 C76 C76 C16 C 6 C16 �4 C76 CCI6 C76 C16 4 C76 C76 C76 C16 C76 C76 C16 C76 Nr - 5 C5 10 - _ - 4" X 2 1 2" X'16ga ZEE BEAM' 26ga VERTICAL PANEL UTTERDOWNSAND ---rte- ------ r� -- - ti - rC- OUT �- ti - -� --r� - -- -----r�-.--��- -rte -- 4"X2 1/2" X 160 c/6 4CI6 4CI6 4CI6 16 4CI6 4016 4CI6 4076 4016 4CI6 4076 4CI6 4016 076 4CI6 4076 4076 4076 aC1 /CLIPS 4C� 1 .I. I. .. . . . . .5 .. . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . I ... . .. . . . . . . ... . . I I .I. .I. .NG1 _ INSET ZEE GIRT T/EAVE 66 W 8"IX 2 1 " X 1j a E 4" X 2 1/2" X:1680 ZEE BEAM: 1 I $"I X 2 1/12" X 14 0 ZEE 1 1890 HEADER 0 1 U I I I 6076 4CI6 4C 1 4CI6 4CI6 4CI6 4CI6 j 4CI6 VC76 4CI6 4CI6 4CI6 4CI6 4016 40'16 6clAL 2 j - - -i _ -3 15"X 1890 HEADER - I„ I _ 5 4 I 10' 30 1 8"�X 2 1 X 14�a Z 4" X 2 1/2" X 16go ZEE BEAM - - - - - - - - I- 2 1�2" X 140 ZEE 1890 HEADER �-� - - —rte - -� �- _ _rte - -' - ��- - �� I I I 6C76 4CI6 4' 6 4CI6 : 4CI6 4CI6 4CI6 : 4CI6 4CI6 4CI6 4C7 IC I6 4CI6 1 4CI6 4CI6 60,161 I I I \ 5' 29go GALVALgJME HORIZONTAL ----� I I I 8" IX 2 1/�" X 14ca EE 1 :PARTITION PANEL, \ I I 1690 END PIER - 4" X 2 1/2" X'16ga ZEE BEAM' - - - _ - _ - _ 3" X 2 1),2" X 14 a ZEE - �— -I - - ---rte - - r� - rt - - - ti - - �` Tom- -rte— - —rte- - —rte I- 9 18" X 16 o PIER - 6C7 40,I 4 4C7 407 4CI 4Cl 401 4CI stC1 40 4C 4C 4C 40 6C 18" X 16 a END PIER 9 10' I I I 6 6 6 6 6 6 6 5. 6 6 6 16 16 16 I6 76 76 I I I 10, I I I `OX 14 a Z E E 8"1X 2 1 / " `� 14c�0_ EE 4" X 2 1 2' X . 16 a ZEE BEAM : _ _ �' I X 2 1 12'� I ,`O -I 6 - - --�4g �4 1_ —2 -L FROM R.L. c1 cl c� c7 c1 c7 2' 6" : —cl c! c1 c7 c1 c! I c! c! I I I I / 1 1/2" X 11 1/4"- ��.` I I RAINLIP 20' 10' 10 10' ---- Its 10' 10' 10' 10' 10' 10' 10' �����-10' -- 10' 10' 10' 10' 20' CORNER PIER CORNER PIER 3 26 a VE TICAL PAN L 3 2 g 9 18" X 16 PIER-TYP _ 15" X 189a HEADER 26 a VERTICAL PANEL INSET ZEE GIRT W%CLI 1 -4 g A B INSET ZEE GIRT W%CLIPS BUILDING #0 FRAMING PLAN SEE STRAPPING DETAIL TYP. RAKE TRIM T/EAVE _r 8'-3" FROM R,L. CORNER PIER RAKE TRIM T/EAVE- W-10 1/2" FROM S•L. CORNER PIER 12" MULLION BY RABCO 26ga STANDING SEAM w v F"ULTRA DEK" ROOF GUTTER ��` �- 18" X 16go PIER-TYP -- / `-GUTTER EXP, BOX 90' O.C. MAX. 15" X 18go HEADER-/( DOWNSPOUTS 0' D.C. MAX. +�uwuwuwuwuwuwnwuwnwuwuwuwurrii�u�riwuwtiwuw�wnwuwnwuw DATE 8'-38„ ww�u�rnwnwnwurruwuo�rurruwuwuwu�,�uwuwnwnwuwnwnwnwuwuwnwuwnrrrurrrutirrurrnrrruwurr� i�u�n�uwn_wu�i �wnwnwuwuwuwu��uwuw i nwuwnwnwu��iTi�uwuwurrnrri r�i wu i wnrru urr i�rnrrruwuwuwuwuwuwu�� CHARLES BAILES SANFORD SELF -STORAGE 8 —8,3„ SANFORD, FL. Post Office Box 800/989-0220 • CB 27 • Ocoee, Florida 34761 C047783 • Fax: 407/877-9065 ❑ FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE BUILDING #5 5' 2'-6" ILMom 4" X 2 1/2" X 16go CEE COLUMN FOUNDATION AND FOOTING J znBY OTHERS HIGH SIDE TRIM -\ 1 BUILDING #6 NORTH ELEVATION 7 18" X 16ga PIER-TYP v15" X 18ga HEADER GUTTER AND DOWNSPOUT T/EAVE 15" X 18go HEADER 8'-3" 18" X 16go PIER — FROM R.L. 1 1/2" X 11 1/4"- RAINLIP /4"RAINLIP 26ga STANDING SEAM - ULTRA DEK" ROOF 4" X 2 1/2" X 16go- ZEE 6go-ZEE BEAM 8'-24" DATE 8'-38„ W-48„ 8 _ 7, 8'-778„ CHARLES BAILES SANFORD SELF -STORAGE 8 —8,3„ SANFORD, FL. Post Office Box 800/989-0220 • CB 27 • Ocoee, Florida 34761 C047783 • Fax: 407/877-9065 ❑ FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE BUILDING #5 5' 2'-6" 4" X 2 1/2" X 16go CEE COLUMN FOUNDATION AND FOOTING J znBY OTHERS 26go VERTICAL PANE GUTTER AND DOWNSPOUT T/EAVE 15" X 18go HEADER 8'-3" 18" X 16go PIER — FROM R.L. 1 1/2" X 11 1/4"- RAINLIP /4"RAINLIP 26ga STANDING SEAM - ULTRA DEK" ROOF 4" X 2 1/2" X 16go- ZEE 6go-ZEE BEAM 8'-24" DATE 8'-38„ W-48„ 8 _ 7, 8'-778„ CHARLES BAILES SANFORD SELF -STORAGE 8 —8,3„ SANFORD, FL. Post Office Box 800/989-0220 • CB 27 • Ocoee, Florida 34761 C047783 • Fax: 407/877-9065 ❑ FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE BUILDING #5 5' 2'-6" 4" X 2 1/2" X 16go CEE COLUMN FOUNDATION AND FOOTING J znBY OTHERS SECTION A -A UILDING #6 SOUTH ELEVATION HIGH SIDE TRIM T/EAVE 15" X 18go HEADER W-101" 18" X 16go PIER FROM R.L. 1 1/2" X 11 1/4" RAINLIP RAKE TRIM -7 T/EAVE B'-3" \ FROM R.L, `^ CORNER PIER RAKE TRIM 7/EAVE 8'-10 1/2" FROM S.L. CORNER PIER 26ga STANDING SEAM "ULTRA DEK" ROOF 4" X 2 1/2" X 16go ZEE BEAM IMPORTANT: � THE 1 1 /2" X 1 1 1/ RAINLIP AND THE 1 1/2" X 1 1/2" SHEETLEDGE ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION. CONTRACTOR TO FIELD VERIFY THE SHEETLEDGES ANp RAINLIPS AND IF THEY ARE NOT TO TFIE DRAWING CONTACT RABCO BEFORE STEEL CONSTRUCTION BEGINS - 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ #12 X 3/4" TEK AT 5' O.C. 8" X 2 1/2" X 1690 ZEE BEAM 8'-21" 8'-33., 8'-45., 8'-57„ W -7j" 8'-88" 2'-6" 5' 5' 5' 5' 5' 2'-6" -� 4" X 2 1/2" X 1690 CEE COLUMN FOUNDATION AND FOOTING 30' BY OTHERS SECTION B -B 26ga STANDING SEAM ULTRA DEK" ROOF 18" X 169a END PIER 1690 HEADER GUTTER AND RAKE TRIM HIGH SIDE TRIM DOWNSPOUT T/EAVE T/EAVE 8'-3" — 8,_101„ FROM S,L, FROM R.L. CORNER PIER 8'-6" �»---8'-6 -I �+--8'-6" -� CORNER PIER 269a VERTICAL PANEL -30, BUILDING #6 WEST ELEVATION 2690 STANDING SEAM "ULTRA DEK" ROOF " X 1690 END PIER �ir 1690 HEADER HIGH SIDE TRIM-\ RAKE TRIM /- GUTTER AND T/EAVE 8'-1 q" DOWNSPOUT 7 T/EAVE FROM R.L. FROM S.L. CORNER PIER -/ L 8...V 8'-6"--1 — 8'-6" -I CORNER PIER 26ga VERTICAL PANEL 30' BUILDING #6 EAST ELEVATION /-- 269a STANDING SEAM ROOF 4"X 2 1/2" X 169OR 6" X 2 1/2" X 16go CEE COLUMN, 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ #12 X 3/4" TEK AT 5' Q.C. 6" X 2 1/2" X 169a ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL REVISIONS DATE 8/1/02 THE 1�ABco coR1"ORATloN ❑ PRELIMINARY DRAWING SET CHARLES BAILES SANFORD SELF -STORAGE �1 REV. BY JSV per client SANFORD, FL. Post Office Box 800/989-0220 • CB 27 • Ocoee, Florida 34761 C047783 • Fax: 407/877-9065 ❑ FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE BUILDING #5 �- HI/GH SIDE TRIM TT�EAVE 4' X 2' X 14ga TOP TRACK 269a VERTICAL PANEL 8'-104" 4" X 2 1/2"' X 16go INSET ZEE GIRT 4"X 2"X 16ga BOTTOM TRACK FROM S.L, 1 1/2" X 1 1/2" SHEETLEDGE DRAWN BY JSV BEND END OF ROOF PANELS DOWN USING TOOL PROVIDED BY THE RABCO CORP, SEE ENLARGED VIEW BELOW GUTTER STRAP AT 4' O.C.(SUNBELT) AT 2' O,C.(SNOWBELT) 14x 7/8" ULTIMATE LAP TEK W/ SEALING WASHER FASTENER # TX RABCO GUTTER \ a TRI BEAD TAPE SEALER 14x7/8" LAP TEK ULT. i W/ SEALING WASHER AT 12" O.C. ' (CONT. TRI BEAD SEALANT , BETWEEN GUTTER AND U-DEK) e 18ga OR 16ga HEADER li (15" HEADER SHOWN) 2 1/4-14X 1" TEK 3 WHEN HEADER IS OVER 18" 7/8" FASTENER #T1B REVISIONS (2) 1/2"x3-3/4' WEDGE ANCHOR AT EA. PIER FASTENER #WA.5-3.75 S-2 END LAPS- FOLLOW INSTALLATION PROCEDURES AS LISTED IN ROOF SECTION, METAL INSIDE CLOSURE 1/4-14 x 1 1/4" ULTIMATE LAP TEK FASTENER #TX3 1/4"-14 X 1 1/4" ULTIMATE TEK TRI BEAD TAPE SEALER TX3 FASTENER FULL LENGTH OF EAVE OVER W/ SEALING WASHER AND UNDER I/S CLOSURE (8 PER ENDLAP) 1/4"-14x1" TEK TRI BEAD SEALANT (2 PER INSIDE CLOSURE) OVER KNIFE EDGE FASTENER #T1 B 3" STANDING SEAM ROOF PANELS ULTRA DEK@ T12 I— 7 -� BACKUP PLATE TRI BEAD TAPE SEALER LOCATED OVER PRE PUNCHED HOLES ROOF CLIP .' (1) 1/2"DIAx 1" BOLTS 1/4"-14x1" TEK FASTENER #T1B R FIATjTop WASHER PLATE) #8,5-1 ZEE BEAM (AS RQD. SEE PLAN) INSIDE OF PIER ONLY (3) 1/2"DIAx 1" BOLTS 3" STANDING SEAM ROOF PANELS BOLTS AT HEADER TO PIER GAUGE AND COLOR AS SPECIFIED FLAT WASHER BOTH SIDES OF CONNECTION IN CONTRACT #B.5-1 ^n"ini "T Un E70 \SLAB AND FOUNDATION BY OTHERS ROOF LOW SIDE SAVE, PIER & HEADER NOTE: APPLY 'FRI BEAD TAPE SEALANT OVER KNIFE EDGE OF MALE SEAM OF IJ—DEK PRIOR TO ASSEMBLING OF U—DEK WITH FEMALE PORTION OF SEAM TRI BEAD TAPE SEALER OVER AND UNDER U DEK TO HEADER FASTENER #TX3 METAL INSIDE CLOSURE FASTENER #TX4 /— FASTENER #T1 B FASTENER #TX4--\ FASTENER #T12 STANDING SEAM ROOF / ULTRA DEK@ 7I_ — l / I I �4 L rrii BEND DOWN— ROOF OWN—ROOF SHEET FASTENER #TX4 WITH TOOL GUTTER (1) 1/2"DIAx 1" BOLTS #B,5-1 PIER TOP PLATE) LAT WASHER INSIDE OF PIER ONLY (3) 1 /2_"DIAx I" BOLTS #13.5-1 BOLTS AT HEADER TO PIER FLAT WASHER BOTH PIER SIDES OF CONNECTION REVISIONS :: 18ga OR 16ga HEADER (15" HEADER SHOWN) ROOF LOW SIDE SAVE, PIER & HEADER SEE FR15.1 FOR ENLARGED VIEW 1/4-14 X 7/8 ULTIMATE LAP TEK FASTENER #TX4 W SEALING WASHER METAL OUTSIDE CLOSURE 1" TO EACH SIDE OF ROOF SEAM AND OVER MINOR RIBS METAL INSIDE CLOSURE TRI BEAD TAPE SEALER - T 4x1" TEK '� � (22)) AAT I/S CLOSURE FASTENER #T1 B 3" STANDING SEAM ROOF PANELS 1/4-14 X 1 1/4" ULTIMATE TEK 8 PER PANEL #TX3 �� ULTRA DEK© GAUGE AND COLOR AS SPECIFIED IN CONTRACT TRI BEAD TAPE SEALER HIGH SIDE TRIM , \, /(1) 1/2"DIAx 1" BOLTS #8.5-1 14x7/8 LAP TEK - (PIER TOP PLATE) W/ SEALING WASHER (PAINTED) FASTNER #T4A 189a OR 16ga HEADER — (15" HEADER SHOWN) 1-12 X 7/8 TEK 3 WHEN IS OVER 18" (2) 1/2'x3-3/4' WEDGE ANCHOR AT EA. PIER FASTENER #WA.5-3,75 8 -FASTENER TX3 TRI BEAD TAPE SEALER_.. HIGHSIDE TRIM FIAT WASHER INSIDE OF PIER ONLY (3) 1/2"DIAx 1" BOLTS #B.5-1 BOLTS AT HEADER TO PIER FLAT WASHER BOTH SIDES OF CONNECTION 7/8" ROOF AT HIGH SIDE SAVE, PIER & HEADER TRI BEAD TAPE SEALER FASTENER #T4A OLES UNDATION dr UiHERS FASTENER #TX4 STANDING�EAM ROOF ULTRA DEK 1 � FASTENER #T1 B 1 L_j (1) 1 /2"DIAx 1" BOLTS #B.5-1 PIER TOP PLATE) LAT WASHER INSIDE OF PIER ONLY ---(3) 1/2"DIAx 1" BOLTS #8,5-1 BOLTS AT HEADER TO PIER FLAT WASHER BOTH 7/8" SIDES OF CONNECTION PIER 18ga OR 16ga HEADER' (15" HEADER SHOWN) REVISIONS ROOF AT HIGH SIDE SAVE, PIER & HEADER 1/4-14 X 7/8 ULTIMATE LAP SEE ENLARGED VIEW BELOW TEK W/SEALING WASHER METAL OUTSIDE CLOSURE 1" TO EACH SIDE OF ROOF SEAM AND OVER MINOR RIBS FASTENER #TX4 METAL INSIDE CLOSURE TRI BEAD - 1/4"-14x1" TEK TAPE SEALER (2) AT I/S CLOSURE FASTENER T18 3" STANDING SEAM ROOF PANELS 1/4-14x 1 1/4" ULTIMATE TEK ULTRA DEK@ FASTENER #TX3 COLOR GAUGE AS SPECIFIED IN CONTRACT HIGH SIDE TRIM I\ 14x7/8 LAP TEK —� W/ SEALING WASHER (PAINTED) FASTNER #T4A EXTERIOR VERTICAL PANELING— SCREW TO TOP TRACK , ZEE GIRT, AND BOTTOM FASTENER #T17 AT 12" O.C. SIDE LAPS TO BE SCREWED 20" O.C. W/14 x 7/8 LAP TEKS FASTENER #T4A REVISIONS 4"x2 -1/2"X16 GA. INSET ZEq GIRT 4'-6" BASE TRIM-IRS10 N 4x2xl4 GA, TOP TRACK (1) FASTENER #T1A PPER SIDE CEE COLUMN AT 10'-0" O.C. (MAX) IV I '**� LINER PANEL PER CONTRACT VERTICAL SHOWN I I WALL INSULATION PER CONTRACT I4 L 4x(4xl2 GA. CLIP ANGLE I t COLUMN A1ND(2)TSINTO CEE INTO GIRT FASTENER #T1A I I I I 1!2"DIA. 3 3/4" LOK/BOLT WEDGE ANCHOR I 1 3 O.C. INSTALLED W/ MIN. EMBEDMENT I I OF 3" INTO CONCRETE SLAB. I I FASTENER # WA .5-3.75 I I 4" X 2" X 16ga GALV. BOTTOM TRACK I I I I ANCHOR CEE COLUMN TO TRACK W/ (1) 12x 3/4" TEK (1) FASTENER #T1A PER SIDE 3 R0OF AT HIGH SIDE EA VE, PANELED WALL ,S'-2VERTICAL WALL PANEL U DEK TO HEADER FASTENER # TRI BEAD TAPE SEALER FASTENER #T1P HIGHSIDE TRIM FASTENEF VERTICAL REVISIONS ROOF AT HIGH SIDE SAVE, PANELED WALL VERTICAL WALL PANEL \M KUUF :K@ �1GV DRAWN BY IMR TRI BEAD TAPE SEALER SEE FOR ENLARGED VIEW BELOW RAKE SUPPORT RAKE TRIM \ ' I � 14x 7/8" TIMATE LAP TEK /USEALING WASHER FASTENER # TX4 18ga OR 16ga HEADER —J (15" HEADER SHOWN) 7/8" — 1/4"-14X1 TEK WHEN HEADER IS OVER 18' FASTENER #T1B ATTACH HEADER TO PIER WITH 6 1/4"-14 X 1 TEK WERE BOLT HOLES DO NOT ALIGN FASTENER #T1B (2) 1/2"x3-3/ WEDGE ANCHOR AT EA, F FASTENER #WA.5-3. REVISIONS -3 RAKE TRIM FASTENER #TX4 / 1/4-14X 1 1/4" ULTIMATE TEK AT 2'-0" O.C. W/ SEALING WASHER FASTENER # TX3 (1) 1/2"DIAx 1" BOLTS #6.5-1 / (PIER TOP PLATE) 3" STANDING SEAM ROOF PANELS ULTRA DEKO ZEE BEAM PER PLAN A1/4"— 14X1" TEK FASTENER #T1B THROUGH EAVE CHANNEL INTO ZEE BEAM WHEN INSTALLING RAKE SUPPORT LOCATE SCREWS IN CENTER OF SLOTTED HOLE IN RAKE ANGLE (2'-6" O.C.) AT MID SPAN BETWEEN ZEE BEAMS FASTENER #T5 14ga CHANNEL ATTACHED TO EACH PIER \WITH 4-1/4 X 14 X 1 TEK FASTENER #T1B AND HEADER FLANGE WERE APPLICABLE 24" O.C. (3) 1/2"DIAx 1" BOLTS #13.5-1 BOL'r5 Ar HEADER TO PIER CONDUIT HOLES JNDATION END WALL - RAKE, PIER & HEADER TRI BEAD TAPE SEALER 14x 7/8" ULTIMATE LAP TEK-- W/ EK—W/ SEALINGN!� SHER FASTENER li TX4 7/8"—im- 18a OR 16ga HEADER (15" HEADER SHOWN) REVISIONS :� `-3 FASTENER TX4 1 X 1 ANGLE -ASTENER TX3 1/4"— 1 4x 1 — 1 /4"TEK FASTENER #T5 3" STANDING SEAM ROOF PANELS ULTRA DEK(9 '--- 14ga CHANNEL ATTACHED TO EACH PIER \—ZEE BEAM PER PLAN "H 4-1/4 X 14 X 1 TEK FASTENER #T1B AND HEADER FLANGE WERE APPLICABLE 24" O.C. (1) 1/2"DIAx 1" BOLTS #8.5-1 (PIER TOP PLATE) FLAT WASHER INSIDE OF PIER ONLY (3) 1/2"DIAx 1" BOLTS #.5--1 BOLTS AT HEADER TO PIER FLAT WASHER BOTH +— PIER SIDES OF CONNECTION END WALL - RAKE, PIER & HEADER REVISIONS REVISIONS 1 X 1 ANGLE - TRI BEAD TAPE SEALER SEE ENLARGED VIEW BELOW RAKE SUPPORT FASTENER #T17 RAKE TRIM 3-3�� FASTENER #TX4 1/4-14X1 1/4" ULTIMATE TEK FASTENER #TX3 W/ SEALING WASHER 1/4"-14x1-1/4" SHOULDER TEK FASTENER #T5 AT PURLIN 3" STANDING SEAM ROOF -PANELS ULTRA DEK I I � 14x7/8 LAP TEK I I W/ SEALING WASHER I I ZEE BEAM PER PLANS FASTENER # T4A (1) 1/2"DIA.x 1" BOLTS I I FASTENER # B.5-1 I I I I I I I I 26ga VERTICAL PANEL I I CEE COLUMN AT 5' O.C. AT ENDWALLS I I SCREW TO TOP TRACK , ZEE GIRT, AND BOTTOM FASTENER T#17 AT 12" O.C. SIDE LAPS TO BE SCREWED 20" O.C. W/14x 7/8 LAP TEKS I FASTENER #T4A L 4x4x12 GA, CLIP ANGLE I I I I I I I I FASTENER # WA .5-3.75 I I I I i 4" x 2-1/2" x 16 GA. INSET ZEd GIRT 4'-6" 4" X 2" X 16ga GALV, BOTTOM TRACK BASE TRIM—RS101 W/ (4) #12 TEKS INTO CEE COLUMN AND (2) INTO GIRT #T1A I 1 /2"DIA. 3 3/4" LOK/BOLT WEDGE ANCHOR 3' O.C. INSTALLED W/ MIN, EMBEDMENT I OF 3" INTO CONCRETE SLAB. ANCHOR GEE COLUMN TO TRACK W/ (1) 12x (1) FASTENER #T1A 3/4" TEK I! I PER SIDE 2 END WALL W/ ROOF PANEL, ON MODULE ,S'-3 VERTICAL WALL PANEL TRI BEAD TAPE SEALER 7 FASTENER #TX4 FASTENER #T17 RAKE TRIM FASTENER #T4A — 1 X 1 ANGLE FASTENER #TX3 1/4"-14x1-1/4" SHOULDER TEK FASTENER #T5 RAKE SUPPORT �— STANDING SEAM ROOF ULTRA DEK® � I I I I I I I I I I I I I I I � ZEE BEAM PER PLAN I I (1) 1/2" DIA X 1" BOLTS FASTENER #13.5-1 I I I I I 1 I I I `—FASTENER #T1A VERTICAL WALL SHEETS i I END WALL W/ ROOF PANEL, ON MODULE VERTICAL WALL PANEL DRAWN BY IMR SHEET STRUCTURAL DIM, LINE I 7-1/2" SHORT LAP NOTE: \) I'FOP FLANGE OF ZEE STANDS 1" TALLER THAN TOP OF GEE COLUMN. (2) 1 /2"DIA. x 1 " A307 BOLTS -TYP. FASTENER #B.5-1 4"x2 -1/2"x16 GA, ZEE BEAM 4"x2"x18ga GALV. CEE COLUMN CENTERLINE OF COLUMN OR 4"x2-1 /2"x16ga CEE COLUMN I 12 GA. BASE ANGLE ATTACH TO COLUMN W/ 1/2"0 X 1 A307 BOLT (1) 1/2"x3-3/4" WEDGE ANCHORS OR EQUAL FASTENER #B.5-1 MINIMUM EMBEDMENT=3" FASTENER #WA.5-3.75 — • — - -- • — —. _ SLAB AND FOUNDATION 4" MIN. VIEW PERPENDICULAR TO LENGTH OF BUILDING NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM COLUMN CONNECTION 4" CEE COLUMN & h" "ZEE BEAM ZEE BEAM NOTE: PARTITION PANEL WILL BE A MAXIMUM SEE PLANS FOR OF 8" BELOW ROOF OR FLOOR DECK SIZE AND LOCATION CEE COLUMN SEE PLANS FOR SIZE AND LOCATION 1 X 12 26ga GALVLUME PARTITION ANGLE MAYBE USED TO EXTEND PARTITION IF GAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT ROOF EXCEEDS 8". (NORMALLY ON BLDGS OVER 9'-0" TALL) REVISIONS 22ga CS -1 EA. END OF PART, WALL FASTEN TO PIER TOP, BOTTOM, AND MIDDLE PLATE W/# 12 TEKS FASTENER PA OR USE 1 " SHOT PINS 24" O.C. FOR CMU OR TILT WALL FASTEN PANEL TO CS -1 W/ #12 TEKS AT 6" O.C. (EVERY CORRUGATION - TYP.) - FASTENER #TiA PARTITION WALL DETAIL S-3) PARTITION PANELING GAUGE PER CONTRACT 1.0 # 12 x 3/4 TEKS AT 20" O.C. (COVER EXPOSED PORTION OF SCREWS W/ PLASTIC CAPS TO 6' A.F.F,) FASTENER #T1A APPLY SCREW FROM OTHER SIDE OF PARTITION ATTACH PANEL TO CEE COLUMN W/ #12 TEK AT 6" O.C. VERTICALLY (EVERY CORRUGATION) FASTENER #T1A PARTITION PANELING - TYPE °U" REVISIONS 11-1/2" SHORT 0 8"x2 -1/2"x16 GA. ZEE BEAM 6"x2 -1/2"x16 GA. CEE COLUMN CL STRUCTURAL DIM. LINE I (4) 1 /2"DIA, x 1 " A307 BOLTS -TYP, FASTENER #B.5-1 CENTERLINE OF COLUMN NOTE: TOP FLANGE OF ZEE STANDS 1" TALLER THAN TOP OF CEE COLUMN, 12 CA, BASE ANGLE ATTACH TO COLUMN W (2)1/2"0 X 1 A307 BOLT (2) 1/2"0-3/4" WEDGE ANCHORS OR EQUAL FASTENER #B,5-1 MINIMUM EMBEDMENT=3" FASTENER #WA.5-3.75 -� — — —. SLAB AND FOUNDATION 4" MIN. VIEW PERPENDICULAR TO LENGTH OF BUILDING 2 ZEE BEAM COLUMN CONNECTION S - 4 6" CEE COLUMN & 8" ZEE BEAM (1) 1 /2"DIA.x 1 " BOLT ZEE BEAM PER PLAN ROOF PANELS I------- I`6 !1...-----------) NOTE: APPLY STITCH SCREWS FROM THIS SIDE OF PARTITION PANEL AND MO CAP POINT OF SCREW ON OPPOSITE SIDE. APPLY MO CAPS ON SCREWS 6'-0" AFF CEE COLUMN PER PLAN 12ga BASE ANGLE CLIP REVISIONS IPARTITION PANEL 1X12X26ga GALVALUME PARTITION ANGLE MAY BE USED TO EXTEND PARTITION PANEL IF CAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT ROOF EXCEEDS 8" (NORMALLY ON BUILDINGS OVER 9'-0" TALL.) 12 X 3/4 TEK 6" O.C. VERTICALLY FASTENER #T1A U -PANEL GUAGE PER CONTRACT 1/2" X 3 3/4" WEDGE ANCHOR \ ic \ #WA ,5-3,75 NOTE: - THE PARTITION PANEL SHOULD BE INSTALLED WITH THE PURLIN BEARING LEG UPWARD, REVISIONS 3 S-4 BUILDING WIDTH OR LENGTH DIMENSION PIER FACE (2) 1/2"x3-3/4" WEDGE ANCHOR AT EA. PIER FASTENER #WA.5-3.75 - - -- --j F " SET BACK (IF FOUNDATION ALLOWS) 1 1 ,25" RAINLIP � 3/4" SLAB AND FOUNDATION BY OTHERS NOTE: VERIFY SLAB WIDTH AND LENGTH BEFORE SETTING PIERS IN 1" PIER TO FOUNDATION DETAIL .`\/ '\x/ GENERAL NOTES 1. ALL COLD -FORMED STRUCTURAL STEEL MEMBERS SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS,THE LATEST EDITION, AND ALSO SHALL COMPLY WITH THE LIGHT GAGE STRUCTURAL INSTITUTE AND DESIGN HANDBOOK FOR Fy=57 KSI, ESTABLISHED 1990, 2. COLD -FORMED STRUCTURAL MEMBERS STRENGTH SHALL BE Fy=57 KSI AND MATERIAL SHALL CONFORM TO APPLICABLE PROVISIONS OF ASTM A572 -GR. 55, ASTM 607-85 GR,55, ASTM A607 -CLASS 2 -GR 55, AND/OR ASTM A611-85, FOR YIELD STRENGTH OF Fy=57 KSI. 3. ROOF PANELS SHALL MBCI GAUGE AS SPEC.- R -PANEL. ALL ERECTION, FABRICATION, WORKMANSHIP, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LOCAL AND STATE REGULATIONS, EXPRESS AND IN ACCORDANCE WITH INSTALLATION PROCEDURE MANUAL AND/OR INDUSTRY STANDARDS APPROVED BY THE ENGINEER -OF -RECORD, 4. BOLTS NOT CALLED OUT ON PLANS ARE TO BE ASTM A307 WITH A SHEAR STRENGTH OF 10 KSI (Fv=10 KSI), MACHINE ZINC COATED GRADE 5 BOLTS MAY BE SUBSTITUTED AND/OR A325 -N. 5, ROOF SHEETS SHOULD BE INSTALLED FROM LOWEST STEP-DOWN TO HIGHEST ELEV. 6. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI (MIN) 7, ALL CONCRETE ANCHORS/EXPANSION BOLTS SHALL BE HILTI KWIK BOLT II OR EQUAL, 8, ALL PARTITION PANELS SHALL HAVE A MIN. THICKNESS OF 0.0175" (U.O.N.) MBCI TYPE "U" OR EQUAL, STRUCTURAL DESIGN CRITERIA 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE:— a. SBCCI'S BUILDING CODE b. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN 9 th, EDITION. c, AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 1986. d. LIGHT GAGE STRUCTURAL INSTITUTE 1990, 2, LOADINGS: -- a. U.L. (ROOF) = 5 PSF b. LL, (ROOF) = 20 PSF c, WIND LOAD = 110 MPH WIND SPEED DRAWN BY IMR INSTALLATION PROCEDURE (1) APPLY TRI BEAD TAPE TO THE REAR FLANGE OF THE GUTTER EXPANSION BOX. CENTER THE G.E,B, ON THE PIER AND ATTACH REAR FLANGE TO THE ROOF PAN WITH (2) 1/4-14X7/8 EXTENDED LIFE S ,JA YA R G N T (2) T 1 T (3) S A F 1/2" X 1" HEX HEAD BOLT- # 6.5-1 NOTE: NO WASHER THIS SIDE OF CONNECTION. PIER 12" MS -001 15" MS -003 16" MS -005 18" MS -007 PIER BOTTOM PLATE 12" MS -102 15" MS -110 16" MS -106 18" MS -114 REVISIONS PIER PIER TOP PLATE 12" MS -101 15" MS -105 16" MS -109 I 18" MS -113 I I 1/4-14 X 1" TEK FASTENER #TlB PIER STIFFENER STRAP MS -133-12,15,16" PIERS MS -135-18" PIER LOCATE AT 1/3 POINTS 1/4-14 X 1" TEK FASTENER #TIB "-1/2" X 1" FIN -HEAD BOLT FASTENER #BF.5-1.25 1/4-14 X 1" TEK FASTENER #TIB ,H SIDE —1E GUTTERS ,PANSION, THE G,E.B. 0 THE GUTTERS. `i7 uv 111L. �,r�,�t= VYGI\C Jr,Urr�I%a nl\r= �.��e���ZED, CUT OUT THE BOTTOM OF THE G.E.B. TO THE INSIDE DIMENSIONS OF THE SCUPPER. RIVIT SCUPPER TO THE BOTTOM OF ,THE G.E.Q. REVISIONS I GUTTER EXPANSION BOX INSTALLATION DETAIL (3) 1/2" X 1" HEX HEAD BOLT # B.5-1 SIDEWALL HEADER 15" MS -029 10PIER TOP PLATE 18" MS -113 MULLION HEADER ANGLE �1/4-14 X 1" TEK FASTENER # TIB I MULLION ANGLE TOP/ BOTTOM MS -087 \\ ti `- PIER STIFFENER STRAP 18" MS -135 PIER 18" MS -007 1/2" X 1" HEX HEAD BOLT (TYP,) # B. 5-1 NOTE: NO WASHER THIS SIDE OF CONNECTION. I I I I b \y Io 1/4-14 X 1" TEK FASTENER # TIO \ti \� ' \ti MULLION ANGLE TOP/ BOTTOM 1/4-14 X 1" TEK �\ MS -087 FASTENER # T1B �I r `--1/2" X 1" FIN -HEAD BOLT # BF,5-1 qoI I o PIER BOTTOM PLATE 18" MS -114 REVISIONS PIER AND HEADER ASSEMBLY W/12" MULLION SHEETLEDGE 4" GALVANIZED BASE TRP FRAMING DRAWING I GROUND LEVEL - I 4" GALVAI \ti FASTENER #T1A TOP & BOTTOM CHANNEL TO CEE COLUMN 4C18 REW 4" COLUMNS TOGETHER 2'-0" O.C, 3TENER #T1A SHEETLEDGE REW 4" COLUMN TO CORNER PIER 2'-0" O.C. TENER #T1A JAMB TRIM -INSTALL BEFORE R -PANEL. NOTE: CAULK BETWEEN JAMB TRIM AND CORNER PIER CORNER PIER REVISIONS PIER AND HEADER SIDE WALL TO PANELED END WALL & REAR SIDE WALL OUTSIDE CORNER 9 X 9 MS -009 LOCATE AT LOWER EDGE OF HE 1/2" X 1" FIN -HEAD BOL W/WASHER INSIDE #BF.5-1.25 OUTSIDE CORNER FOP PLATE 9 X 9 MS -125 0 0 1/2" X 1" HEX HEAD BOLT W/WASHER INSIDE #B.5-1.25 NOTE: NO WASHER THIS SIDE OF CONNECTION, 4 X 3/4" TEK NER #T1A OUTSIDE CORNER PIER HEAD PLATE ANGLE 9 X 9 MS -089 1 I I I OUTSIDE CORNER a BOTTOM PLATE 9 X 9 0 0 MS -127 a REVISIONS 9X9 CORNER PIER COLUMN--\ COLUMN\ CS -1s THIS SIDE OF COLUM SAME LENGTH OF CEE COLUI CS -1s THIS SIDE OF COLUP SAME HEIGHT AS COLUMN. I CUT TO FIT UNDER ZEE FIS (ZEE NOT SHOWN FOR CLAF CEE C PER PLAN REVISIONS GENERIC FRAMING FOR PARTITIONS WITH CROSS PARTITIONS -01 1*1 91 REVISIONS I DATE OF G SHEETS W%CLIP It rr" r-I�IA 5' X 15' Li J a 5' X 15' w ¢ 10' X 10' 1N ° -CLIP W/CLIP W/0 W/O CLIP / 9'-10 3/4" U -PANEL 9'- 10 3 4 U -PANEL % W//0O CLIP � w N —// 'IELD NCE ITY) 5' X 10' 5' X 10' 10' X 10' AOLUMN w/Fl 11 Fp CEE C PER PLAN REVISIONS GENERIC FRAMING FOR PARTITIONS WITH CROSS PARTITIONS -01 1*1 91 REVISIONS I DATE OF G SHEETS REVISIONS 4" 20go STUDS 24" O.C. 5/8" GYP, BOARD 4C16 FIREWALL FRAMING AND — GYP, BOARD MUST EXTEND TO PERIMETER PANEL NOTE: INSTALL ADDITIONAL ROOF CLIPS OVER FIREWALL TO SECURE TOP TRACK ON 24" CENTERS AS CALLED OUT IN UL SPECS. USE (2) ROOF CLIPS AND ONE 2" X 26" 18ga GALVALUME STRAP. IF THE ROOF SEAM NOT BE OVER THE TOP TRACK, (SEE DETAIL FIRE 3.1,dwg) 5/8" GYP. BOARD PER U-425 PER UL SPECIFICATION 1 HOUR FIREWALL 4" X 16go BOTTOM TRACK 4C16 ALLOW 6" BETWEEN PERIMETER WALL FRAMING FOR INSTALLATION SHEETLEDGE OF GYP. BOARD. I HOUR FIRE WALL AT PERIMETER SIDE WALL #U-425 REVISIONS FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)--Continued Design No. U425 (for Exterior Watts, Ratings Applicable For Exposure To Fite On Interior Face Only, (See Item; 4 and 5) bearing Watt Rating -45 Min, 1, 1.1/I, or 2 HR. (See Items Y and et) INTERIOR WALL \" J (2 K�'r �--•—'r' rrr* 4� C4K HORIZONTAL SECTION• VV EXTERIOR WALL �5 Jsg� o r5 C7 5 2 JO`,, e,�u�':�4`:`Y�'•:'tom{,.'1'�',+'�Frr'F�r^:�r�'. '.f C I4 INTERIOR ( FIRE) SIDE HORIZONTAL SECTION 1. Steel Floor and Ceiling Tracks—(Nut Shown)—rup amt bottom tracks of wail assemblies shall Consist of steel members, min No. 20 GSG (OA36 in. thick) IJAv steel err No. 20 MSG (0.033 in, thick) primed steel, that provide a sound s tr UcLurel connection between steel studs, and to adjacent assemblies such a$ a flour, Ceiling, and/or other watL,. Attached to floor and ceiling assemblies with steel fasteners spaced nut greater than 24 in. U.C. 2. Steel Studs--Carrosiun protected steel stuns, min 3. 1/2 art. wide mi.n Nu. 20 OSG (0.036 in. thick) ,1ety steel or No. 20 MSG (0.11:13 in. thick) primed Steel, cold funned, slwll he designed in accordance with the cuuent edition of the 5Pecificatfon for the Uesign of Cold -formed 5leel StmcLural Members by Lite Americom Iron and Steet Institute, AR design detail; enhancing the structural integrity of the watt assembly, indulin the Jxidl design Codd of the studs, shalt be ns specified by the steel stud designer mrd/Ur producer, and shall meet the requirements of all applicable local code agencies. The max stud 5pddng of watt assemblies shall not exceed 24 In, OC lar 16 In, TIC - See Item 5c). Studs attached to hour end ceiling tracks with 1/2 in. tang Typu 5-12 pan Iniad, stir -drilling, sett.t,vo ny steal screv, on both sides of studs or by welded or balled comrectiuns dasfgned in accordance with the A151 specifications. 3. Lakml Support Member --(Not shown)—tyhoe rorinhed foe lateral supppR of studs, support may Ue provF ed by means of stent straps, channels or other similar means as specified in the design Uf a pedICUIJr 'Leel stud wall system. 4. Wallboard, Gypsum'—Gypsmn waDbuod bearing the Ott Classification Marking as to Fire Resistance. Applied vertically with joints UCtwceu layers sta?gmud. Outer layer of 3 layer construction inay be applied hortcootelry. 1110 thickness and number of layers and percent of dasiyn I oad lot the 45 min, 1. hr, 1-1/2 hr and 2 hr ratings are as follows: Interior W,d(s Wdlboard Protection Both 541,5 of Wall - Numher of Layers and ❑lckness N't."t of Rating of Be,rds ler Each Layer Odstgn Load 'min '1 laver. 1/2 in. thick too layer. Sib in, thick 100 LI/L ler 'L layer:, 1/2 in.thick loo FERE RESISIANCE RATINGS - ANSI/UL263 (MV)—Continued W,A—d Protection Roth Sides of Wail - Number of Layers and Thickness Patent a1 Rating of Boards in Each Layer Oeatpn Loa: 2 fir d loycrs, 5/6 in, thick or 8o '3 layers, 1/2 in, thick 100 '2 layers, 3/4 in. thick 100 'Rating$ applicable to assemblies serving as exterior walls where Classified pro resistive gypsum sheathing type wallboard is substituted on lire exterior face. Exterior Watts WAlboard Protecd On Interior SM, or Watt - Number of Layers and Th!ekness Percent of Rating or eoards In Each Layer oesign toad 45 min I layer, 5/8 in. thick 100 I it 2 layers, 1/2 in, thick 100 1-1/2 fit 2 layers, 5/8 in. Wick ICO 2 In 3 layer, 1/2 in. thick 1Go 2 Laycis. 3/4 in. ddck 100 See Wallboard Gypsum (CKNX) Categgory fur names of Classified Companies of 1/2 in. or 5/6 in. thick ad[ card. See below for Classified Cumpanyof 3/4 in, thick wotttoard. Canadian Gypsum Company—ULTRACODE or Type IP -XJ. United States Gypsum Co.—ULTRACOUE or Typo IP -X3. Yeso Panamericano SA de CV—ULIRACOOE or Type IP•X3, 4A. Wallboard, Gypsum'—(As an alternate to 5/8 In. thick 'wallboards in [tem 4)—Nom 3/4 in. thick. Canadian Gypsum Company—Type AR. United States Gypsum Co.—Type AR. Yetis Parantericano SA do (V—Type AR. 48. Wallboard, Gypsumt--(As an alternate to Items 4 and 4A) -5/B In. thick Installed as described in Item 4. Joint covering (Item 8) not required for singte layer system. Canadian GYPSUM C011l DanV—TV0e WSX. 5, Gypsurn Shed lhIng —For oxtotiot 'naUs;"l/2 or D/8 In, lhlck mOrlot regular gypsum sheathhig applied verticallyand attached to studs and runner tracks with 1 in, lung Type 5.12 buge head saesys spaced 12 in. OC. atung studs and tracks. One of the following exterior facings are to be applied over the r.1ypsum sheathing. A. 5fdfno, Brick, orStun; co—Aluminum siding, deet siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing % used, the Exterior Wall Rating is appUcable with eaposute on either face. (crick veneer wall attached to studs with corrugated metal will Lies attached to each stud with steel saews, not more than each sixth course of brick U. Mineral and Tiber Boards'—Exlerfor hard board paneling, chemically treated over gypsum sheathing with printed at finished face, 7/16 in. thick by 48 in. wide. Attached to studs over gypsum sheathing with 1-1/8 in. long bugtedhcad IEK fasteners 16 in. OC at the fnteprediate supports Or, exterior tap siding, chemically treated. 1/16 in. thick by 8 in. or 12 in. wide. Attached to studs with 1.7/8 in. tong, bugle -head type rEK fasteners at each lap. Panels lapped minimum 1 in. Masonite Corp.--fype FT. C. Cementitiaus Backer Units" -1/2 of 5/8 In. thick, sgBaru edge beards, attached to steel studs over gypsum sheathing with 1.5/1 in. long, rypa S -12r canoslun resistant. self -tapping wafer bead steel scraws, spaced 8 in. OC. Studs spaced a max of 16 In. OC. Joints w C,ed with glass Tiber mesh tape. United States Gypsum Co.—Duran Exterior Cenent 8aard, Ounxk Cement Board or Oulock WMO (tVAter Managed Board). D. Wallboard, Gypsulll —(riot 5hcwn, As an alternate to Item 5O —5/8 in. this; installed vertically with 1.5/8 in. long Type S-12 steel screws spaced 12 in. UC along the edges and in the Held. Joint covering (Item 8) not required. Canadian Gypsum Company—Type letsai. United States Gypswu Co. --Type WSX. Ye3 0 PanamerItalia SA do CV—fype 'W5X. t. Molded Plastic --Solid vinyl siding rnechanicaly seaared to framing members In accord in o with manufacturer's recommended fnstatbldun details. Assoclaled Matertats, Inc. Alside, Div. of 6. fasteners --(Nut Shown)—Sitews used to attach wattbaid to studs: selfdappin99 burJla head street steel typpe. spaced I2 tn. O.C. First layer Type S-12 by lin. tong fur 1/2 and 5/8 In. thick wallboards and 1.1/4 in. long for 3/4 in. thttk wail800rd. Second layerType S-12 by 1-:a/6 in. long for 1/2 and 5/B in. thick wallboards and 2-170 In. tong for 3/4 in. thick wall amd. Third layer type S-12 by 1.7/8 In. trig. DESIGN # U425 STANDING SEAM ROO ULTRA DEK© "UL CLASS A" RATING ZEE BEAM PER PLANS CUT GYP, BOARD AROUND ZEE AS TIGHT AS — POSSIBLE, PIECE CUT GYP. BOARD BACK INTO ZEE AREA AND SEAL WITH TAPE AND DRYWALL COMPOUND. 5/8" FIRE RATED GYP. BD SEAL GYP. BOARD TO ROOF DECK WITH TAPE AND DRYWALL COMPOUND NOTE: ATTACH GYP BOARD AND ' TAPE ZEE PENETRATIONS AND SEAMS AS STATED BY #U-425 20go MIN. BOTTOM TRACK CUT AND INSTALLED BETWEEN STRUCTURAL COLUMNS REVISIONS BEARING > HOUR FIRE WALL PER #U-425 ATTACH FIREWALL FRAMING TO ROOF SYSTEM ON 2'-0" CENTERS SEE DETAIL (FIRE 3.i.dwg) ---------------- �20ga MIN, TOP TRACK 5/8" FIRE RATED GYP, BD APPLY VERTICALLY 4" X 209a STUDS MIN. AT 24" O.C. 1/2" X 3 3/4" WEDGE ANCHOR BOLT AT 24' O.C. FASTENER #WA. 5-3.75 A] -TACH STUDS TO TRACK W/ # 8-18 X 1/2" LONG PINHEAD EACH SIDE 24" O.C. MAX. FASTrNER #144 STANDING SEAM ROOF ULTRA DEKf" "UL CLASS A" RATING (2) 1/4-14 X1 TEK / FASTF21{Ef T21�„ CALVANEALJ STRAP (2 BETWEEN ZEES) (TYP ON 20 CENTERS) ZEE BEAM PER PLAN 5/8" FIRE RATED GYP. BD SEAL GYP, BOARD TO ROOF DECK WITH TAPE AND DRYWALL COMPOUND I RI I y SECTION 1 ROOF CLIP AS REQUIRED 20go MIN, TOP TRACK 12-14 X 1 TEK PANCAKE HEAD FASTENER # T12 5/8" FIRE RATED GYP. BD APPLY VERTICALLY 4"X 20go STUDS MIN. AT 24" O.C. OR CEE PER PLAN INSTALL 2 ADDITIONAL ROOF CLIPS BETWEEN ZEES TYP. ON 20" CENTERS --\ STANDING SEAM R( ULTRA DEKA "UL CLASS A" RATI ZEE BEAM AS REQUIRED REVISIONS FIRE WALL FRAMING TO CEILING ASSEMBLY #U-425 SECTION 2 —(2) 1/4-14 X i TEK FASTENER # TIB PER CLIP 4"X 209a STUDS MIN, AT 24" O.C. OR CEE PER PLAN offlim DRAWN BY JSV