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HomeMy WebLinkAboutMUNICIPAL COURT BUILDING (3)I ' ·I ! ~ -0 I N 0 • ~ jl "' ~ I;; ~ ~ .I , 0 ."0 ~ . ' ~ ···- -;; "" 0. 0 ' ~ "' ,.; ' ro I :r- > [!1 ;3- € "' = , m , , • 0 0 -f. ~ ~ /:: ~ -.0 s B ~ I 0 I "0> ~ ' ~ ·I ;"3- I ' '41 - I . ' I '\____ 2'X2' ACCOUST!CAL TILE CEILING SYSTEM --t,-----------------+--~-t 1-------3 5/8" METAL FRAMING @16" D.C. 1------5/8" TYPE "X" GYP. BD. (TYP.) -------h==============~~ ----~CORNER BEAD 1'-6' -'rl-1----------------------SOUND BATT INSULATION FROM CONC. FLOOR TO METAL ROOF DECK 2'-0' f:====================:::::;--+-----'CORIAN" COUNTER TOP i I I ! 42. 1 /2" CHAt.! FER--.__ l--_,.2:::-~U---- 5/8" GLASS MAT SHEATING 1---PAINTED GYP. BD. METAL FRAMING @16" o.c. I----PAINTED GYP. BD. A----SHIMS SEAlANT & BACKER ROD SIDE) 1----+----1 5/16 INSULATED GLASS 7 .. _ .. : "'· : ... _. _4 ... _ . . ;,_ . ..... .._ ·:.:,. . • • ., ... -. .4 . . . ., ~ .... . d .. 4-- . :~· _;_..,_A ,,,• 4 ··· ..... · ·-.~ :1-. .d - .. ., -. . '' . ..-- . . ~ -:· • • • ., :II_ ·- .. ...; . '!. :_: ;• ~_• ~; • ' .·- ., . . ... . :. : ~- J -.-- .. 4 _ll __ ... •. -4 ,• - . "' IN 6" ALUM. FRAMING SYSTEM '--"''v?' ACCOUSTICAL TILE CEIUNG SYSTEM ~ •.·. . ~-.; •. . ;._.::-:.-.'--'-.+--+-II----CONCRETE TILT-UP WAUL PANEL ' . . ·-" .-~ . . ·-"' .... ~-. :-: " .... ... __ ,.< -. ~. . " . . . . .., . -~". ' . . .. t . . - . . 6- ·_ . "t d ' .. 2. .. "' _... ~- ' . • "'· _? ... :- • ·;,_. ' . ' .. ,_ . ' .. _. -~--.: . . ~ .. . .. .,- .' . _• ... • ,. ... .A .. 4 1 .. ""· ;4· .. ··"'. ... . ·-... _- ~- - -.· .. --.!l_ ••• '-.:!'· . . . ... ....... . ·. '.. :. - . . •·. • • --i .• d, • .;_ "" : .. . "' ·' 1f---5ja" TYPE "X" GYP. BD. ~H---2 1/2' METAL FRAMING @16' o.c. ,..,.,1--l--,--- FULL BATT INSULATION '1--1--- SHIMS lr<--/ "J" BEAD CORNER BEAD SEALANT & BACKER ROD SIDE) _, . 4J .------------- STRAINER .----------- ClAMPING BOLTS .---------- ClAMPING RING .--------- ROOFING MEMBRANE :z Si 'Co 8' MIN. r--c 1----------lYPICAL VENT PIPE r------- SEALANT (ALL AROUND) --------~ STAINLESS STEEL 11GH11NG BAND. 1---------PREFABRICATED VENT STACK FlASHING ,-----~ FIELD WELD (ALL AROUND) 1.------- SEALANT F,;~.{~: ~"_~;i"-~~-:~;:.:~-,~~,,~~:;~\~:7:-:-~}E,~_:~\=, =- ~2~;i~r:;~ PAINTED ALUMINUM----.._ COLLECTOR BOX TERMINAllON BAR ALL AROUND OPENING. ANCHOR 4. . 4.' .4 . .. • • • <1 ' •• ..<1 : . . -+-~-''7-,1--------ELASTOMERIC FINISH SYSTEM A ..'4 .. . ..; ..... . " ... . .. . A. - ''< .11 • ,.,. ... -- . ; • ... .. FINE SAND FINISH _,----SEALANT (CONT.) ,r----TERMINATION BAR FASTENED @ 16" O.C • __,----cLASS "A", 60 mil SINGLE-PLY ROOFING SYSTEM & SCUPPER BOOT FULLY ADHERED & SECURED TO CONC. & METAL GUTTER _,--SEALANT (CONT.) STANDING SEAM METAL ROOFING SYSTEM ALL AROUND :' :.: · .: : .":;;':--6" POLYISOCYANURATE INSULAllON SEALANT EACH SIDE OF '\: !!' 1" · :· ,::< ;;·. W/ 1/2" PLYWOOD TOP LAYER TERMINATION BAR (ALL ~ [:5 : :•:'·)::/'i·; METAL DECKING \/\1\1\/ \1\1\1\ METAL DECK =~::P::-ED--+----~~f .. ~:_:__:_ . ·""·· ';'~.~·-~-~-!:!~~·-::'· :-:~;-~---;~,·~·-···~: -30# FELT UNDERLAYMENT · . • .,... <1.. ,;1. . - • ., • . 'q .a. <~ •• j. : <~ •' . : .. ' . .:1<1 < . ·--: : • .<1 ... • • A CONC. PANEL-------------1 ·• .• . . . _.. •· -'A· '• '. '• '4 • • SEALANT (CONT.) . • ... •' ·. . -~. ••• • ... • <I •• COUNTER FlASHING WITH 4" END ' ' . l I I I j ~ i! -~ i -.:;ij . : i ii: i f i ool % -&I I i !I 'B ! • - 5 4 ! .. 3/4' ::IE . i5 G) VERTICAL REVEAL & TWO PANELS 3/4' G) VERTICAL REVEAL 3/4" 3/4" " 7 1 I 4" CD CORNER REVEAL TYPICAL REVEAL DETAL SCALE: 1 1 /2' -1 '-0" LIGHT FIXTURES~ r-.. ,..l"-")---- --'()~ I I 1------ 3/8" ¢ ALIL THREAD RODS @ 4' -0" O.C., E.W. ATTACHED TO STRUCTURAL STEEL ABOVE ~ USG-6' FLEXIBLE TRACK '------FLEXIBLE CORNER BEAD '--- 5/8" TYPE 'X" GYP. BD. (TOP & BOTTOM) '--------33 LAYERS OF 1/4" GYP. BD. ALL AROUND EDGE 6" 4 'X 18Ga. METAL FRAMING @ 12" o.c. 5/8" TYPE "X" COMPOSITE GYP. SHEATHING SUSPENED CEI.ING DETAL® SCALE: 3" -1 '-0" 11 ,----- STANDING SEAM METAL ROOFING SYSTEM ,----- 2 SIDED FOAM TAPE ADHESIVE -.!'-----'-"-----f--.1'- (CONT.) & SELF TAPING. 1/4" • l 6" TS 4X2X1/4 . 6" 1' -0" TEC. SCREWS W/ NEOPRENE i i I - I CORNER BEAD ---... I ~ i !:; ...... ---- ~r- r-.111--.3%' METAL FRAMING @ 16' O.C. llllf!>-<-";=;~-- %' TYPE ")(" GYP. BD - - _/~ PRE-FAB STEEL BLDG. STRUCTURE -++--- CONC. TILT-UP PANELS f ~'------ ~· PANEL JOINT 0 I I ' ' ' 2'-2 1/2" 6'¢ DOWNSPOUT ~------- 1/2" PANEL JOINT %' TYPE "X' GYP. BD --, ~· METAL FRAMING @ 16" o.c.------- CORNER BEAD ----._ . . . . ... < •••••••• .....' .... .. - . ..- .. . . . >:< . . . > . . . . . ! ' . . < . . . ' . .. .. . . :- . . :. :- . . . -------.-. ...I .. )1" PANEL JOINT ~-+--- OPENING @ 11~6" INSULATED GlASS IN 6' ALUM. FRAMING SYSTEM CONC. TILT -UP PANEL RE: 2/A2-1 8" CMU ·-"""\.;~~·; ··-~-)'\ @--------- f~~>~.---+'~~:~~f~F-~r __ ::U.f--l-_-••• - --.~···--·---~-~--- ~~G_F~TR~LRE . _. _ -_ --_- -~ --___ ·-• __ =_ :::;_ F_ = __ !_ ! ___ : I:_= _ =_ = __ =__= _ =_ ~-- x· PANEL JOINT .> .- : -········~ ··-····· j··-···-·-"'···.c.,···cc-···J--- CONC. TILT-UP PANELS . -.---- ·--- . -- ·- ·--. ·. ·.- >If - ·.---- · -1·.-. ·- ·. ·. ·.--· _-. • • • • • • • • • • • • • • I - • • • • • • • • - ~!1'- , -- )1" PANEL JOINT I ' ~cb -::?O;.;cAL=:~~: U=:~::;~::.:1/;:,2.=~:_:=. ::,:J;.:AL-==-----® %~· " TYPE METAL "X" FRAMING GYP. BD ---, Crr- t0 --J!le" METAL FRAMING @ 16' O.C. \@ 16' O.c.-----1~\, ~--%"TYPE")(" GYP. BD \~~.I ---.-.--·.····· . -' -. -. -. ·-. ·· .._. ·····_- ..... - .. .·. _'-, ·,. . _,.· . ,. , ,_'--_ - . . . - . . . - . ·. ·... - . - . - - . ' '. . . •. ' . -·. ' ·-._ ·._' ·.' .. ' - --.. _ ' ' . - -. '·. . 1%' INSULATED GlASS_~ IN 6' ALUM. FRAMING SYSTEM · "'- /:- - Ill---%' TYPE "X" GYP. BD '~l~ 0 ~·""' AmNG /GJ' ~ . ; :'; %' E.I.F.S. -----1 .... __ .. ·• -~-~~ . ., . ,'' .__/. /--" ... ·/ -- / .- -·-.. -·"· __ '---·!'· : -111--- 8" CMU WALL - .... .' ...... ~>:~t·;:~:7(J? .~ c .- ~ , -- .. lii ~ ~ "' .;; ~ £ i ci I ~ ~ ID " ~ "' e 8 1: i .3 '0 -0 § . -- ~ I 4p ~ ~ GaERAL NOTES BUILDING CODE AND DESIGN STANDARD: INTERNATIONAL BUILDING CODE (2000 EDillON) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES, AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-89. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION 9TH EDITION. SffiUCTURAL WELDING CODE, AMERICAN WELDING SOCIETY (AWS), AWS D1.1 1990. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE STANDARD, ASCE 7-95 GEOTECHNICAL STUDY FOR THIS PROJECT, PERFORMED BY PSI ENGINEERING CONSULTING. TESTING DATED JUNE 6, 2005. GENERAL REQUIREMENIS: REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND LOCATION OF DEPRESSED FLOOR AREAS. COMPARE THE STRUCTURAL SECTIONS WITH llHE ARCHITECTURAL PLANS AND SECTIONS AND REPORT ANY DISCREPANSY TO llHE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL WORK. PRINCIPLE OPENINGS llHROUGH THE FRAME ARE SHOWN ON DRAWINGS. HOWEVER, EXAIMINE ALL OTHER DRAWINGS SUCH AS MEP DRAWINGS, SO AS TO PROVIDE EVERY OPENING REQUIRED NO MATTER WHERE IT IS SHOWN. VERIFY THE SIZE AND LOCATION REQUIREMENTS FOR All OPENINGS. PIPE SLEEVES THROUGH ROOF DECK WILL NOT REQUIRE FRAMING UNLESS THE OPENING EXCEEDS 10 INCH DIAMETER. REPORT OPENINGS NOT STRUCTURALLY DETAILED THAT REQUIRE THE HEADING JOISTS AND FRAME THEM AS DIRECTED. VERIFY EXACT LOCATION, CLEARANCE, SPACING AND OTHER REQUIREMENTS OF HANGERS AND FRAMING TO SUPPORT NON STRUCTURAL ITEMS BEFORE FABRICATING SUCH HANGERS OR FRAMING. ROOF MOUNTED AIR CONDITIONING UNITS SHOULD BE LOCATED OVER BEAMS AND COLUMNS IF POSSIBLE. WHEN NECESSARY TO LOCATE AC UNITS OVER BAR JOISTS, THE UNIT MUST BE LOCATED IN THE OUTER 1/3 OF THE JOIST SPAN NEAR llHE SUPPORT. THESE DRAWINGS MAY BE REPRODUCED FOR SHOP DRAWING USE. SEALS, COMPANY TITLE BLOCKS, ETC. SHALL BE REMOVED. IN USING THESE DRAWINGS, THE CONTIRACTOR/FABRICATOR SHALL TAKE FULL RESPONSIBILITY FOR THE CORRECTNESS OF ALL DIMENSIONS SHOWN. DESIGN LOADS: A DEAD LOAD .. _ _ . __ . __ ............ WEIGHT OF STRUCTURE B. LIVE LOAD ROOF SLAB-ON-GRADE .. ... __ 20PSF . .. ·---···-···· ___ . 250 PSF OR AXLE LOAD OF VEHICLE OR WEIGHT OF EQUIPMENT$ A11--T A21--"- 7 .,.J ,.._,!>. ~ "._,. T ,._9J>· ~ ,._,X" ~ ,._,. ~ ,·_.y,· <?7!1. #-------~--~--~~--~1.~----~~~----~--~~----~----~~----~--~ I I I 18~-1" I 20'-4%" I 20'-Q" I 2Q'-Q" I I ~ ! I (11) 1k I ~ 6 '\ I Y 12'-6" I '-.S3-~ ' ' ' I ' ' I I ' ' ~ ,... _; v 18/36 < L~ I ! I ! ! I I I ! I i ( i -- -y -- ')B) 1.--1------.1 .. I I I I I I I I I i ' i 'I 'I 'I I' 'I 'I /" I II 'I II [ I ! EXISTING .... 7 'I i ' i SIDEWALK ~I II I' 'I 'I I' '-f'3-3; 'I I' 'I I. I i I i 1a 1c 1g 1 t -61) 1b 1d 1e 1f 1h 1i 10' -8" 1 0' -8" 1 0' -8" 12' -6" 12' -6" 12' -6" 12' -6" 12' -6" 3/" " 14 18/24 18/24 18/24 18/24 18/24 18/24 .,... 18_124 18/24 18/24 'II/ 18/24 ,/18/24 i, I' : I :/ '/ ~/ ~/ ~/ ~J/ ~/ 1 _ __ _ _ _'A_ -~. C<'i:_=_=_=_ +_=_=-=t:J.;!"'r!~t;t:-:'i=·-= =+~-=-~=~f;~l;"F)1:-J=_=_=__= _ =:_±= __ :::_::_:::__ ::_:: itlj:.~ :E __ .::_:::__:: _ :::_:c=:_:::_::_::_:::_l,!L<.<. E_tt=:i'= :_c_::_:::_::_=!r::=:::._:::__:: _ :::""'=i1'f:,__:::_:::::__::: _ ±_::__:: _ ::=_::::_±""ii~--I~_:::__::: _ :::::_-=:~_t==t=::::::_:=-_::±~l: / .~.. -::::::::::::r::::::::::-=1r8,ng _:::::::-:::::::::::r:=-:=::::::,:.:/ :jr~.8'-'-:::-=r:::::=A==-=1 f ! , i 1 . . <~; l_ .----- ______________ ::?; ___ ,J-=. j,_ , ,L J Jclsfa "" ~~;llru ,,,, )_r ,08 J -r ,,,, < :? ,06 < r ,.s <-cl"' _ _ _ ~~~~~~~~7/~~~~~~T1':/~~/T~~~7/~~/T~~~=±~,~,_=/3l~~~E=,~,_~/!E==~~,~,.~/~.~~~~-=.= . ~/~~~~~~'~"~~~;=============C==f=i\~:T:,F.,,f.~;~~==~=====i~~~TF.~~;~~====~r===i\~~~.T~~**J==;============~~,_~:~T:1,~~./~;3=o=;=6o===========t\~r~ ... ~~~~F/f,3=o/=6=o====r======t\f~.L.nH~~;F3o=/=6=o==~==~==~~--t-~ A 18;24 18!24 18t24 i 18!24 30/60;-, / ,----------l-_:'~:j:' ~-i-::::"-:::3==0~6=0:_ ___ _:''.:j::f-i:j:::-:j:::-'-::=3=0':!::.1)~0'=----+----, ',, _/,30 72 'i+,'' - 'i+,-' - ( ', _, ..... (ALTERNAlE No.1 : :, ! i I: \ :! i '9 ~o lYP) ,-- (3TY' -Po." I' !: ,: I 'I ! \_ (~~) JT !, I !, -.-, t::. 5 EXISTING POLICE DEPARTMENT FACILI1Y (±) 18'-8" 18' -8" I 3'-o"" ,-- 3'-o" ; i 3'-o".~-'-tl~ b ;)., :a: :: UNO) I I I i, 1:,: I' (TYP. .JW.-U-"-.f( TYP. I ' I A I' ':,: (TYP ' -r a: "" I---COLD JT I : I ~ UNO) UNO) :I i .... 5 '\. I : UNO) 0 I 0 "" • 0 I l<l / /r 24/54)-_L -"- 1( -j '' ' (TYP) 'li,· :,:1 ~ ~ il 53-~ 1: '---COLD JT ', I I :, 1 Ill i, - ·. r..A- II !, ,- (lYP) ! I ~- l ! 5 II 1 I I : ~ ,s3-"'' 2 " I I I I I : t PC4 I I I I ' I I 1 I : I 1 I I I I I : I , "S: o_ ' r 12' I ' \ b I ~ A 4'-11~'4" 5'-0" 1 o· -o· 4'-11%" 1 o' -o'' B r r 4'-11%" 4'-11%" 1 o' -o" 8'-9)f )f h" I 3' -011 6'-B~f 6'-s3Js 6' o· 7' -on 7' -0" 6' o" 7' -5" 7'-5" s'-o'' 5'-6" 5'-6" 6' -311 5' -6" I 5' -6'' 1' -0'1 TOP OF ROOF 1'-0'' SLOPE~ I I I ~ rrr 11 --~ -_ -==f--- --~- -- TOP OF ROOF 1 EMBEDDED 1 I 111--,-1 I 1 I In--n 1 SLOPE\ Je ''E" ~-1 ---~--- ~-- r::ITB f.- - .1-- - - -=-r (TYP)\ IIT!l I II IE" r _I - ITil 1 I \._ t ' - LLI_ :JJ : 1111 1 \ 1 rrn I I I I IHtl LLJ _ _JJ 'ffi-r -~- =-=t--1-- - L J_J_J_j -I I EMBEDDED 1P. "H" 0:: --_::_ - -H- --_::_ -+X ~ "<." .. 1111 - 1- 1- l--1-1 -I -l : (TYP) UJ -' <0:..: . 1111 I 1 - ' 'b 1- f-1-l--1-1-1-H-1 -1 l I iii UJ "-" ' IITil riTil / / "- '-I I / /j I ~ I 1-H-1-H I fu UJ rrryJ1:.; - - ;}- ---------, 'c(l t-- 1-1-1-l -i I I=! ~rml::=><::l: > ' 1-1+1 (/) <0 I 1-1+1 t-1-J-J-J--J I CJ I UJ >- 'N I 1-1+1 :z !Il 1111-JI /" : "" ITITI'- :i' ---------r HH c f\_ (2) EMBEDDED li'. • J" iJ'! 11-111 / ' r: 0:: UJ CJ rl-t-11 ' /1 I HH rrn1i ~----------- tJ z: ri-Jrll " / 1 I HH t- I 1--Jrl y I I '- "- CJ "0:" : ri-Jrll I I HH 1-H-H-1 : (TYP) UJ t;w :; HirH I 'b I HH "' I • 1- l--1-1-1 -l I <I 0 LLLJ_JJ I ~ a H+H I b I Htl ..... !w Il H+H I ~ I Htl LLI_UJ 1 H+H I I Htl 0 -FIN FLR I I I ll I / !-- H-1-H I , I iffil -- -- -- rn-r'!l I / ~1-1-1~ I ~~=m t-rl 1-J~ -- / I !:ttl~ I I -, Ll_l__j_j ' r- u I I'A~ ·' ·i i 49 b • I 0 0 1:I :J "' b I "' TOP OF ROOF ELEVATION -~~ EMBEDDED If_ --------- EMBEDDED CHANNEL "C" (TYP) II +----- --------- • <D r- I +------'.,-------~ ~---------=-=- 7 ® @)4 3'-0" 7'-o%" 7'-o}f 6' 0" 6' -1 o· 6'-10" s· o"- 6'-11%" 3'-0" I I I I I I I I I I i ~~rb~pc~~R~o~ioE I I I I t I I I I -~+It ---~-I --+I ----- -+I -- --+I ----~-HI +- ----~-It 1---- ---~-I -----1-I ------1- I q_ I -t~-1 -~-! -~-----fjl------ijl----: I --+I -~- --t:----!p----~ -------- l l l l EMBEDDED If_ ''H" - r- TOP OF ROOF I I I I ~ @ OTHER SIDE l I I I (TYP) , I r-~-1 --~-I ------------ 0 -------I ~------~-I ---~, -------------~---- ! I I / l I (2) EMBEDDED: _- /1 1 ; U J_: _ ____ -i-I / ----.l"-,-LL t-I ---+: l 1 : 4------------------ I I------------ l l ANGLES "N" l ~'fQil~i- (2) EMBEDDED ANGLES "N" l l ON OTHER SIDE l , :,t__~.,..,.. .._____________ ON OTHER SIDE I I I /' h, Y...i I I l I l --------------A·-1/ --------l'/---'\-1 1-:-------- ----18 " 0 OPNG INTO PANEL. l / ',, l / I l ',, COORDINATE W/MECH DWGS FOR ----,.J.-I ~ ----'i-I, ------------------------~ :J ' I I l ' [~\_EXACT LOCATION - AND HEIGHT / I' l I l I ' ', b l I (2) EMBEDDED If_ "J" : I : I .. I : I (TYP) I I O I I I .....- I "----EMBEDDED If_ "K" ON OTHER SIDE I I I LLJ I I I I I I CINFLR ID " I I _. , I ,. 0 ' I I / ' I / 1- ==~i- --==--=¥~-=-======--:.==-==--===---:.=-=-r:..==- - ~~~ -=-===-==--::=:--1f!!~---=--: .. :~r------------------- -- ---------"<----"<- -4-/ -Hc---------------;~-' ---_jj-~_1 J1t'~~,I ' ' ~~-I -----------------~~~--------~~~,I ' ~----~~,' ~~-I ---~-1 =±b~---------------------------r~ ~ EMBEDDED _/ P121 P122 P123 ~"'--EMBEDDED c-., CHANNEL "c" CHANNEL "c" (TYP) 8'-5" 3'-4" 13'-1o3/.t" 7'-11~f 6'-4" 5'-3~f (TYP) Q ' 0 I I ~ ~ 25'-7%" 19'-7)-f 20'-~" .W 2 INTERIOR WALL PANELS - Ml.NCPAL BlJI..DN3 (SOUTH-NORTtO SCALE: 3/16" -1'-0" I I I ' I I I . l I I ' -. I I " . ' I I .[ ! I 5Q -1/2"~ HEADED STUD ANCI-IOR EMBEDDED It "A" L 1 /2''¢ I-lEADED STUD ANCHOR . EMBEDDED If. "B" C5:6.7\ 1'-o" n8 .. ~.JoN \o, ~LE,..t-t-..,·~ -~= .... ."-.JoN 1" I i5 -·" i 5 _,., i I 1" L 1 /2"¢ HEADED ~ STUD ANCHOR EMBEDDED CHANNEL "C" II'. 4"x1 /2"x0' -8" W/ (2) 1 /2"¢ x 4" HSA It 6 1/2"x1/2"xo'-10" W/ (3) 1 /2"¢ x 8" HSA 7 1/4" THK PANEL (BEARING It) C7x9.8 x 1 '-0" W/ (3) 1 /2"¢ x 8" HSA 3/4" PLATE- 1 /2" IE 8. ~· n4· • 1/2: IE n ~c - -------!A=II- • <0 • OCJ • <0 . +--:tt::J- -IF.=B- ~ I : I L,/2''~ HEADED ~ 1"1LJ 1" ~ 1/2"¢ HEADED STUD ANCHOR • <0 ~ STUD ANCHOR 3/ 4"HEADED STUD ANCHOR HAS g" EMBEDDED Ft "H" EMBEDDED ~ "J" EMBEDDED Fe. "K" f' 6"x1 /2"x1' -o" W/ (2) 1/2"¢ x 4" HSA IE 8"x1/2"x0'-8" W/ (4) 1/2"¢ x 4" HSA EMBEDDED PLATE FOR W BEAM CONNECTION 51 .. • ' 4 (3) ADD'L 3" / : ~: TIES @ ., • ' 0:: #3 TIES @ 12" oc I -·~ : ·. • • £:; w 0 - <"(.!' ( ) • • -' SEE SCHED FOR • 12 VERT REINF .. ..... • ~ •· SEE PLAN FOR • .. :z SHAFT SIZE 3: '3 • 4 -.'.<! • -·? .. 4 <w D ·.• .. .• • • ;H 0 0 I • •• • 4 A ~ . ' • ·' , . -1.' "<I . ' • .. .. • 60°. .. • .. A ' . . ' .. • •· .. <1 _:- • • ':oj ., ;.., -A ,. l SEE PLAN FOR DIAMETER ' • •4 '· SHAfT RBNF SH Sl AFT ZE 14' '¢ 18' '¢ 24' • ¢ 30 • ¢ ' l REINF (5) #5 (6) #6 (8} #6 (8) #7 EXISTIN PANEL . v. . . • 1J l l ' ' 52. 1'-3" }f CONC PIER CAP --~"- L3x2x%x1' -O"(LLH) " W/(3) %"¢ EXPANSION ~ BOLTS (TYP) ""' . CONC PANEL~ "''.c"'---~_-11_,,-_- _ -_----; ~~ o..oo oCI,o STEEL COL & BASE PLATE PC1 SCALE: 3/4"=1'-o" 2'-6" 1'-31) 1'-3" 2' -0" ... . . . -a:0 : • ' . - "I ' . ' RE: STEEL MFR-\ , .· ·.f---+--CONC PANEL -\\----+~::"~---0 -1 ,...,. . ' ..-·-. · P108 1'-3" 1'-3" }f CONC PIER CAP ~ L3x2x%x1'-0"(LLH) ~ W/(3) %"¢ EXPANSION .~~-+----, BOLTS (TYP) ..-.J ~-rc-:::,--lr--, _ _,__ rf 0 n ol ....... , n · ' · I ~ ~ i " ·.1-' - I STEEL COL & BASE PLATE 1'-8" 1'-8" <. . ' RE: STEEL MFR~ _ ___,_ ___ __:"._;..----1----+--.......; • ro -- I ~F/.,.,..- ~~_.:~ ·f:.. ,,---f.....__CONC PIER CAP GRID I[_ DRILLED PIER, ·I PIER CAP & WALL ' ' J . I I ' . ~1 .· CONC PIER CAP\ .· . 1_ • f--- CONC PANEL r--'-r-\+-h'+--. • -I o .. I . 6 <r-::. -, I / o . - . ' \ I ' I ' I -,_ -- IF THIS Slii!El' IS NOT 311" X :M', IT Ill A REDUCED PRINT. SCALE ACa>RD!NGLY r---~--~----------------------------------------------------------------------------------------------------------------------------------------------------------~~ ELECTRICAL ABBREVIATIONS ALL ABBREVIATIONS NOT NECESSARILY USED . .A AMPERE E EXISTING JB JUNCTION BOX QTY QUANTITY AC ALTERNATING CURRENT EA EACH JCT JUNCTION A/C AIR CONDITIONING . EB ELECTRIC BASEBOARD R RADIUS, RECESSED ACPL AUXILIARY CONTROL PANEL EC ELECTRICAL CONTRACTOR, EMPTY CONDUIT K KEY INTERLOCK RAF RETURN AIR FAN, RELIEF AIR FAN ACU AIR CONDITIONING UNIT EDF ELECTRIC DRINKING FOUNTAIN KA KILO AMPERES SHORT CIRCUIT WITHSTAND CAPACITY RCVR RECEIVER A/D ANALOG TO DIGITAL EDG ELECTRIC DIESEL GENERATOR KCMIL THOUSAND CIRCULAR MILS RECEIPT RECEPTACLE ADD ADDENDUM EDH ELECTRIC DUCT HEATER KHz KILOHERTZ RECT RECTIFlER ADJ ADJACENT EEP ELEVATOR EMERGENCY TELEPHONE KO KNOCKOUT REQ REQUIRED A/E ARCHITECT /ENGINEER EF EXHAUST FAN KM KILOMETER REV REVISE, REVISION AF AMPERE - FRAME RATING EFD EMERGENCY FAN DAMPER KV KILOVOLT RF RADIO FREQUENCY AFF ABOVE FINISH FLOOR EFF EFFICIENCY KVA KILOVOLT AMPERE RFI RADIO FREQUENCY INTERFERENCE AFG ABOVE FINISH GRADE EG EQUIPMENT GROUND KVAR KILOVOLT AMPERE REACTIVIE RGS RIGID GALVANIZED STEEL AG ABOVIE GRADE, ABOVE GROUND EHC ELECTRIC HEATING COIL KW KILOWATT RM ROOM A/G AT GRADE EJ EXPANSION JOINT KWD KILOWATT DEMAND RMS ROOT MEAN SQUARE AMPERE'-HOUR ELEC ELECTRIC, ELECTRICAL, ELECTRICALLY KWH KILOWATT HOUR RPM REVOLUTIONS PER MINUTE AH AIR HANDLING UNIT ELEV ELEVATOR - AHU RTU ROOF TOP UNIT AIC AMPERES INTERRUPTING CURRENT (SYM) EMCS ENERGY MONITORING & CONTROL SYSTEM L LENGTH AL ALUMINUM EM ERG EMERGENCY L-L LINE TO LINE s SMOKE DETECTOR ALT ALTERNATE EMI ELECTROMAGNETIC INTERFERENCE L-N LINE TO NEUTRAL SAF SUPPLY AIR FAN AMP AMPERES EMS ENERGY MANAGEMENT SYSTEM LA LIGHTNING ARRESTER sc SHORT CIRCUIT AMP-HP AMPERE-'HOUR EMT ELECTRICAL METALLIC TUBING LAN LOCAL AREA NETWORK · SCDY SECONDARY AMPL AMPLIFlER ENCL ENCLOSURE LAP LOCAL AN NUN CIA TION PANEL SCH SCHEDULE AMT AMMETER ENG ENGINEERING LCD LIQUID CRYSTAL DISPLAY SD SMOKE DETECTOR AND ANODE ENGR ENGINEER LCP LOCAL CONTROL PANEL SEC SECONDARY ANSI AMERICAN NATIONAL STANDARDS INSTITUTE EQ EQUIPMENT LCS LOCAL CONTROL STATION SIM SIMILAR ANT ANTENNA EQUIV EQUIVALENT LED · LIGHT EMITTING DIODE SIMUL SIMULTANEOUS AP ACCESS PANEL ERH-(} ELECTRIC REHEAT COIL - (NUMBER) LGT LIGHT, LIGHTING SP SINGLE POLE APPROX APPROXIMATE, APPROXIMATELY ES ELECTRIC SUPPLY LP LIGHTING PANEL SPOT SINGLE POLE - DOUBLE THROW APT AUXILIARY POWER TRANSFORMER ESH ELECTRIC STEAM HUMIDIFlER LPS LOW PRESSURE SODIUM SPECS SPECIACA TIONS ARCH ARCHITECT, ARCHITECTURE, ARCHITECTURAL ESL ELECTRIC SWITCH LOCK LRA LOCKED ROTOR AMPS SPKR SPEAKER . . 54 U' .1~ ~.1 ~ .L"-".L -"# .co..~ • .&..0. - A BI!DUCilD PRINT. SCM.B ACCORDINGLY ~--~--~----~--~~----~~----~~--------------------~----------============~~ ·I!! - I ,-15KA 1/ (FAULT F4) .--"'----, MA1 . )300/3 ~~:<' CENTERPOINT ENERGY POLE r. . , MOUNTED TRANSFORMER r-27.8KA _!t-2-3 1 /2"C. EA. W/ 4-500Kcmil )1--{M CENTERPOINT ENERGY ELECTRIC METER i,r19.8KA . (FAULT F1) ---, MAIN PANEL 800/3 (25 KAIC) 500/3 "MP" [.___ - -+--- - - --+- - ---' 1t--3"C. EA. W/ 3-350Kcmil, #4GR. lt--2-2 1/2"C. EA. W/ 4-250Kcmil, #2GR. CHILLER CH-1 :{{ -·.· i,r18.2KA . ALTERNATENo.6 (FAULT F2) ~ ..--f-- ~ ~- - 125KW NATURAL GAS ,.. I [_23 · 1 KA I 5~/3 GENERATOR SET - 600 amp, 4 POLE I ( Q>-....!..;•"-----rEt-----------71-oc>----~ G I SEE NOTE 1 THIS AUTOMATIC I 2-2 1/2"C, EA. W/ SHEET TRANSFER SWITCH---...~ ) _j 4-250Kcmil, #2GR. L lt--2-2 1 /2"C. EA. W/ 4-250Kcmil, #2GR. - --- - _ _,;~r-#1/0 AWG - i,r15KA ,............:.;_....(..FAULT ..., F5) r12.2KA (FAULT F6) j-12.2KA (FAULT F7) _ ,--...L..--, ..--:t....---, MA2 LC1 LC2 ONE LINE DIAGRAM SCALE: <( 0 d z " ,, ,. IF 1HIS SIII!Ef lS NOr 3lf X :W, IT lS A lli!DUCED PRINT. SCALE ACOORDJNGLY --~--------------------------------~------------~------------------------------------------------------------------------------------------------------------------~ \ l6" CURB __ ) / ~ '~=;====&'..} l6" CURB EXISTING POLICE DEPARTMENT BUILDING 1/L1-2 ~----------------- 4-6' R- 4'-6" R- ~0' R_// ' \ 120' ;_; 0 0 0 - ~· CHAINLINK FENCE! I ~~·r-!-~G---"ol I C) N ' ~, -r::.r;:-?t/::</::;;/9Jt>l/;:z/~/~- --''t-It- --- --- ---1+---t+- ~t--+ --+---- --+-- --+- 1--+- +---'--if--- +--1- -+-+- -+--+- -'-!--+ ~-~--+ --H--tl --- -It-+- -:t-- -~o COURTYARD I v~ L~1-10,I2 ) I ~t-t--:::-t-- X 1'-6" CURB OPENING __/ FOR PHLYME 1 1/ v _____.- LC1-1 0,12 _____.- LC1-1 0,12 / ···-t IG1 ,._LC -13,j5 G1 ~-....LC -13, 5 G1 --- L -13,15 ~ FL'=="==='==='===''==='===-=~='==e==b=~ rl / ,\ .. ~ . t ~ -~ r- r:- ,- r- ~~==~~~~~~~~-1t= !~ ~ -LC1--14 l -'"' LC1-14 NEW MUNICIPAL COURT BUILDING / I .... - I -vv I 8 I I / G J - ..... \ i . ~7 IF THIS lllll!EI' IS NOr 38' X u•, IT IS A REDUCED Pl!!Nr. SCALE ACalRDINGLV ,-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------~----------------~ 1c 1d 1e . I 1f 1 g 1h _. --. 8------ COURTYARD B. 9)--------.. 1 i 1j WORK ROOM STORAGE COURT I JUDGE'S OFFlCE 1 k . I I LC2-11 LC2-13 LC1-19 ELECTRICAL MECHANICAL ROOM CORRIDOR - lOBBY D D D D D D D D D D D D D D D D D rA-I=ti=t-1=-] .EJ:Ej=E;Et~~~=EJ~~~db=:::;=d!::JE~~~lk~ c)-----' ---,------ POLICE DEPARTMENT FACILITY PORTE COCHERE 1 2.1 3 FIRST FLOOR - POWER '-.- E50y 1 SCALE: 1 /8" - 1' ..:.a• I I I I I I I I I COURTROOM I MA2-113,15,17 I [A2-1,3~ - - L ----- lU 9- - - - J 5 6 LC-16 JURY/ CONFERENCE ROOM PROSECUTOR'S OFFICE ----- 6.9 NOTE 1 GENERAL NOTES DESCRIPTION REFER TO .DWG E-801 FOR ELECTRICAL SCHEDULE fOR MECHANICAL EQUIPMENT. 2 INSTALL CONV. OUTLETS IN CASE WORK AS DIRECTED .BY ARCHITECT •. 3 CONNECT TO SYSTEMS FURNITURE As .DIRECTED BY ARCHITECT. IF nilS SBEEr lS NO!' 36" X 21', IT lS A REDUCED P!UNT. SCAUl ACCORDINGLY ,---------------------------------------------~--~----~--------------------------------------------------------------------~--------------------------------------------------------------~ ~---~-- @--; I I I I --==F=::-:-= -==r:-:-=-=~ - - :> MECHANICAL f ::::l WORK ROOM STORAGE BREAK ROOM w .. CHIEF DEPUTY CLERK PRIVATE ENTRY )' YARD I \ I 1~- : ELECTRICAL A L.J ~~~y ~~w I f\ ~( ~-, ·- WOMEN'S n rn UNISEX RR -~ tJ RR / . - ~ ~~~~~~~~i~~~~-~~~~~~~~~=~---- MECHANICAL ROOM FILE/ STORAGE ROOM JLa. I - -. - --ri-- - - - - - -~ I ~~~v~r--v~~ n I ill ill I I / ----l =I I I I I I I I I I I I I COURTROOM I I I I L____ L ----- J ____ j I COURT I "'"''------11 "-'-' 1 -_-u ~ ~- _ _ - -- - --- - --1-lt-~ J- -ADMINISTRATOR -- - (-!J-- - --t Pf+f-1 f'==~"-~ ___ u.-::L :-hl"=~ - ~ ~~~~==~~~,~~~-- COURTYARD 8 .91-------... ' 6!) IF 'lliiS SBEEI' IS NOT 36' X 24", IT IS A RIIDUCI!D PRINT. SQ\LE ACCIOIWINClLY ,-----------------------------------------------------------------------------------~------~------------------------------------------------------------------------------------------------~ . •. • ••• • ·=· .•. • •• • • EQUIPMENT RACK • • • • ••• • • • • • .• • . .• • . 0 0 ~=-====d TELECOM RACK EQUIPMENT LIST G) HORIZONTAL WIRE MANAGEMENT. ® DATA SWITCH BY THE CITY OF LAPORTE @ CATEGORY 6 PATCH PANEL, 48 PORTS ON FRONT, 110 CONNECTOR BLOCKS ON REAR. @) CATEGORY 6 PATCH PANEL, 96 PORTS ON FRONT, 110 CONNECTOR BLOCKS ON REAR. @ RACK MOUNT UPS, 250W, 450VA, 120VOLT OUTPUT, RS-232 AND NETWORK INTERFACE CONNECTION. APC OR EQUAL. ~" 1' NEW LAN ROOM EQUIPMENT RACKS 'E70y SCALE: 1"=1'-0" EI_EC~RICAL CLOSET/ I I I \ \ r \ • 3/4"x8' PL~DDD SHEETS MOUNTED iRTICALL Y ON WALLS CATV DISTRIFU11DN ' I ' I ' I ' I ' ~------MAIN TELEC~MMUNICA TIDNS .... GROUND BUi AT 10'-0"A.F.F. ~- :"--- ""-. ' __,.--, ""--'---SPACE FOR !TELEPHONE COMPANY DEMARK I I I • ' ~~~------.brr~,~~-~\-~1 u'~---------+----------- 4-4" CONDUIT SLEEVES L > \ -~· HIGH STD. -rioLECDM ~"---1r ~DE r.I!RI ,- TRAY AT ABOVE CORRIDOR "C"'EIILING -----' EQUIPMENT RACKS, SEE 9 -0 A.F.F. 1 DETAIL 1 /E701 I -~ ' \ PARTIAL COMMUNICATIONS PLAN SCALE: 1/2" - 1'-0" / CAT 6 CABLE IN CONDUIT / I I MAG LOCK CONTROL I MAG LOCK J " ~\ ~ l WORK STATION CR \_PANIC/TOUCH BAR -- ~ DURESS STROBE UGHT @ill~- DIGITAL RECORDER CR ALTE 6 ' ' "::> ' i RNATE No.6 i ! I EMEI:l!<E:~CJ: GENERATOR ' ~ ' I ' /"' ! I 0 . i ~ ' i ' , I• BLOCK HEATER i LC2-32;34 (21/8, ? ~ I !:lli::1. I/SGR-1"C. ' ' MECHANICAL ~YARD rrOWER CO. I~ j METER viP 0 j•J! il . DP-5 I i I i i i ~~gj/ \,M ~ i --wc~~-+-c--flj~---·-cc-·------~~~-~~r--·-+W+-+:--H~3/F~}~----------·-----·--·-·--·--·-+·*-- i ~ 1 i ~~ j'MA1-2;4 - :::-:~I£ ~C2-' An>. i ~ ELECTRICAL ! i ill. 1--= \ ~ "MAZ. I r.>--4 ~~R I Rftc I i MECHA~II ~AL R OOivi J -1N. ~ J.,.?. tLt/- ! ~· i r. ~ () ) $1 K DATA -I ~ i ~ I" ,..-~-..,V! MA1;·26',i ?2"8 MA1-MA1-2t]1,3,7· 5 9"-. o.,r • . ..AA . / IMA1::::N-rnr---41 Ft-. · I ""-~ ~~ -~ ~ ·1r~ I i -, . \'ir ~ . I I li "" : (J / AHU-1 // ' ~-i'~s~L ~~-;,':E~ j l IIR- liD~· ! \ (' 0 R R I 0 0 R TELEPHONE RDDI~ __/ . DOOR ~;!~ON WALL FOR HVAC ( I CONTROL PANEL COORDINATE LOCATION --r -, \.1/mAC"~I'C' I lnt II i~IIC:I I="V l lr-1 i =============11 ~"2' PARTIAL POWER PLAN 'E70y SCALE: 1/4" - 1'-0" ~ I MAG LOCK CONlROL ~H. I MAG LOCK CONlROL I I MAG LOCKS MAG LOCK ACCESS CONTROL/ INlRUSION DmCTION CONTROLLER \_IJ E[ CR 0 :;, PANIC/TOUCH EXIT P.B. DURESS BAR . PUSHBUTTON PRIVAlE ENlRANCE TELE/OATA ROOM DOOR ~" 4' INTRUSION DETECTION/ ACCESS CONTROL ONE LINE DIAGRAM 'E7Dy - SCALE: NO SCALE GAlE CONlRDLLER CARD READER ; Jl z 0 iii 5 oc LLI 0 z ·- :a: :E <( ..J <( w u. a: - I z <( ..J D.. a: 0 0 ..J u. DATE: ._ DRAWN: (</)(z !) xc W..J t-:-:> w ""al 1-1- .. c: 0: 0::> a...o <((.) ....J..J u.<C oS: ·o 1->-::z > 0~ 05-12-08 WTP DESIGNED: AMP CHECKED: RlD PROJ. NO. 02-1139-01 SHEET: E701 ALE NAME! 021139E701.DWG -------- POLICE DEPARTMENT FACILITY 4 PR CAT 6 CABLE TYFICAL CAT 6 PATCH CORD TYFICAL TELE/OATA OU •LEPHONE P TCH PANEL TELEPHONE PATCH PANEL EQUIPMENT RACK REF RACK DETAIL 1/E701 I 200 PR CAT 6 CABLE JUDGE"S OFFICE PLYWOOD BACKBOARD "2 TELEPHONE ONE-LINE DIAGRAM '-E6o;; SCALE: 1/B" = 1' -0" ~ \_ LJ ~~~N'S@ t©(lc~ \_ frl- 1 v..:c::DEPUTY :__v-::_:_ '· COURT ..:...:v-'-"CLERK --"-=v1 ....:.,- -v--,--,H~.c.v-'1- v- J \"" · LOBBY ~~ ~ PORTE COCHERE - ~\_ I I JURY/ CONFERENCE ROOM PROSECUTOR'S -OFFICE -- ~~-=-=-~= l---------' I c__ ______ _j I c__ ______ _, 1 I l------------1-------------+-----------w I 'I 1 FIRST FLOOR - COMMUNICATIONS E601 SCALE: 1 /8" - 1' -0" EQUIPMENT RACK REF-RACK TELEPHONE SWITCH BY CITY OF LA PORTE 2-4 PR CAT 6 ( CABLE TYPICAL DETAIL 1/E701 TELEPHONE DEMARC AND CROSSCONNECT _,-- WIRING BY TELEPHONE SERVICE PROVIDER _ _, j TYFICAL TELE/DATA OUTL T DATA '- o. DATA 'Pli.TCH PANEL I EQUIPMENT I / BY CITY OF TYFICAL CAT 6 ) ... ----:::::._~PORTE I PATCH CORD _/ --., -- I . I ------------- . r---- DATA SWITCH BY CITY OF LAPORTE 1"'3' DATA ONE-LINE DIAGRAM '-E60y SCALE: 1/8" ..:. 1' -0" NOTES BY SYMBOL 0 NOTE DESCRIPTION 1 INSTALL TELE/DATA OUTLET INTO CASEWORK WHERE DIRECTED BY ACRHITECT. . 2 LOCATE '{ELEPHONE/liATA DROPS TO SYSTEMS FURNITURE WHERE DIRECTED BY ARCHITECT. 3 18" WIDE LADDER CABLE TRAY ABOVE LAY-IN CEIUNG. '• ! ~ <a ( z 0 lii 5 LLI a:: z 0 81 ---. :1! ! I If E: ~~~ ~,!i ~ j (z /) 0 -f- - . < 0 :-z :l Cl)x- <(z !) we 1-:::::! ::J w. -m :::E 1-t- .:0 ;:E ··-·:~a: :J 0 z I a.<Co .o < ....I ..J_. 0 0: a.. o9:u.0 < : 0 ·Li 1->_::-:z > - (.)~ DATE: 05-12-08 DRAWN: WTP DESIGNED: APM CHECKED: RLD PROJ. NO. 02·1139·01 SHEET: E601 ALE NAME: 021139E601.DWG 4 INSTALL @ 6" ABOVE COUNTERTOP. 5 INSTALL @ 36" ABOVE FLOOR. 1:.q; ! 0 z 0 (ij > w 0:: • 0 z . . (/) (.!) <C z .. . .. w_X c -. a: t-- w :::> 3: .. -m 0 w .a. ... ... a: I- I- a: z 0 :::J .<..( I D.. 0 a. <C 0 a: ..J ..J 0 0 u.. <( .u...I . 0 0 D.-. >- -z 0 -I- :~ ::J DATE: 05-12-08 DRAWN: WTP DESIGNED: APM CHECKED: RLD PROJ. NO. 02-1139-01 SHEET: E501 FILE NAME: 021139E501.DWG _1 F1-1o.12 4'-6" R)l .,_ ,CH R u Ir) ~"" ct.\ ::l Yh-Hh;====r=======~ ... ~~~~'. '-'~::~ 'r~:.N~ciEM!111 LC1-10,j2 ::l ~ jL/.~- I.eflliJi.C1-14 '\ I G1 I ('• 13.15 G1 / _, In 13. 5 G1 - _l ~1· ·13;\5 ~~ [[[/ ~ W /j l:a_ . / _Lv - , / - ¥ g ::l 1:\\ ·~G ~~F=b=:=:b=:b=~d=""""==~d==i ~~=-.="==='=='===='=""=:h=='===='==="=~=, ~ ... ~i-i '\ ~ /, 5' ~~ CONCRETE DRIVE X X X X X X X ~ ,; (. \ w q;·~ "' X g~ ~[Go. ~ ~ .. Ill \Ll; !!l CONTROL PANEL ;{ 'lB 1--t~~~="". f'IIRR =o ..i ... l 'ME OPENING .. I ~1-14 p r 1"c TO ACCES~ ~ ~I l g IN TELE/DATA ~:\ ....An X CLOSET . I 'L!:1 n I I ., .y .y_ II . L.....t w (.)::l I FOR PHLYME :::> ~ ;:_--® . c PI~___, CARD READER . ~ MOUNTED ON \1..::7 ,,---- Rr>l I .t.Rr 20' 8[ G _LC -10 2 ~~-----¥ ¥ ~LC -10,j2 5' 1"- l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~E~~~~ OHE OHE OHE OHE . OH\AS -- GAS -- GAS -- GAS -- GAS ~E GAS -~ GAS --GASw•• GAS-~GAS--GAS--G~S--GAS--GAS $-,c- OHE OHE OHE -- GAS ~- GAS GAS -- GAS ,---, - . 'fp ~ GAS -- GAS-- GAS-- GAS GAS-- GAS PP W/TRANS 1 ..::=J, EXIST. 4" IP PLA pp W /STREET APPROX. LOCATION LIGHT 1 SITE PLAN - ELECTRICAL E201 SCAlE: 1/16"=1'0" NOTES BY SYMBOL 0 NOTE DESCRIPTION 1 EXISTING CENTERPOINT ENERGY POWER POLE AND TRANSFORMERS. 2 TURN UP UNDERGROUND ELECTRIC SERVICE CONDUIT AT POLE IN ACCORDANCE WITH CENTERPOINT ENERGY. SPECIFICATIONS. 3 LEAVE SUFFICIENT SLACK CONDUCTOR LENGTH FOR FINAL CONNECTION BY CENTERPOINT ENERGY. 4 PROVIDE METER. SOCKET AND C/T ENCLOSURE PER CENTERPOINT ENERGY REQUIREMENTS. 5 REFER TO DWG E-101 FOR CONDUIT AND CONDUCTOR REQUIREMENTS. INSTALL SERVICE CONDUITS AT 30" BELOW GRADE MINIMUM. 6 5'-4" CONDUITS AT 30" BELOW GRADE MINIMUM FOR COMMUNICATIONS. 7 STUB CONDUITS OUT AT PROPERTY LINE OR TERMINATE AS REQUIRED BY COMMUNICATIONS SERVICE PROVIDERS. 8 STUB-UP 4" ABOVE FLOOR IN TELEPHONE ROOM BEHIND DOOR. NOTE DESCRIPTION. 9 RELOCATED AUTOMATIC GATE. CONNECT TO CIRCUIT MA1-31,33. 10 GATE OPERATOR SAFETY LOOPS INSTALLED PER MANUFACTURER'S REQUIREMENTS. 11 1" CONDUIT TO GATE OPERATOR PULL CARD READER CABLE THROUGH GATE OPERATOR THEN TO ACCESS CONTROL PANEL. 12 INSTALL PEDESTRIAN SAFETY PHOTOCELLS AND LIGHT BEAMS ON AUTOMATIC GATE. CONNECT TO HALT GATE OPERATION IF BEAMS ARE BROKEN. ~ 0 < z 0 iii > w 0:: z d ..J -<0: 3 1- 0 . .w w ..J . I z <( ...J n.. w 1- 00 (</)(z !:) xc W....J t-wm :-:l t-1- a:··a a:: ·:::> C.<Co .Q ....J....J LL<C oQ: >t-:-::(z > ) 0~ DATE: 05-12-08 DRAWN: WTP DESIGNED: APM CHECKED: RLD PROJ. NO. 02-1139-01 SHEET: E201 - 1 -.-- ~-- CJ)C!) .. ><w <CZ cs ...... t-- ...1 <( .· u.-~ .. I .~ ..1 ll.. a: 0 0 ~ - DATE: DRAWN: DESIGNED: CHECKED: PROJ. NO. SHEET: :::> u.im I-t- a: a: 0:::> a..o <C 0 ...I....J u..<C oS: >o:t-::-::0 :z e > 05-12-08 WTP APM RLD 02-1139-01 E101 ALE NAME: 021139E101.DWG AS AMMETER SWITCH EST ESTIMATE LTG LIGHTING SPST SINGLE POLE - SINGLE THROW AT AMPERES - TRIP RATING ETC ETCETERAS (AND SO FORTH) LTR LINE TRANSFORMER SQ SQUARE ATS AUTOMATIC TRANSFER SWITCH EWC ELECTRIC WATER COOLER LTS LIGHTS SQ FT SQUARE FEET AUTO AUTOMATIC EWH ELECTRIC WATER HEATER LV LOW VOLTAGE ( <50V) SQ IN SQUARE INCH AUX AUXILIARY EXF EXHAUST FAN ss STAINLESS STEEL AV AUDIO-VISUAL EXH EXHAUST M METER SID STANDARD AVG AVERAGE EXP EXPLOSION PROOF MA MILLIAMPERE STL STEEL AWG AMERICAN WIRE GAUGE MACH MACHINE SUSP SUSPEND, SUSPENDED FA . ARE ALARM MAl NT MAINTENANCE SW SWITCH BC BRANCH CIRCUIT, BARE COPPER FAAP FIRE ALARM ANNUNCIATOR PANEL MAX MAXIMUM SWBD SWITCHBOARD BCB BATTERY CIRCUIT BREAKER FAB FABRICATE •. FABRICATED, FABRICATION MC METALLIC CONDUIT SWGR SWITCHGEAR BD BOARD FACP FIRE ALARM CONTROL PANEL MCA MINIMUM CIRCUIT AMPERES SYM SYMMETRICAL BHP BRAKE HORSEPOWER FAXP FIRE ALARM TRANSPONDER PANEL MCB MAIN CIRCUIT BREAKER. SYS SYSTEM BLDG BUILDING fC FOOT CANDLE MCC MOTOR CONTROL CENTER BOL BOLLARD FCC FEDERAL COMMUNICATIONS COMMISSION MCM THOUSAND CIRCULAR MILS TBD TO BE DETERMINED BRK BREAKER FCU FAN COIL UNIT MCP MOTOR CONTROL PROTECTOR TC TIME CLOCK BTRY BATTERY FDS FUSED DISCONNECT SWITCH MCS MASTIER CLOCK SYSTEM IDB TELECOMMUNICATIONS BANK BTWN BETWEEN FF FINISH FLOOR MDF MAIN DISTRIBUTION FRAME TEL TELEPHONE FG FINISH GRADE MECH MECHANICAL TELECOM TELECOMMUNICATIONS c CONDUIT FIN FINISH, FINISHED MED MEDIUM TERM TERMINAL CAB CABINET FLA FULL LOAD AMPERES MEP MECHANICAL-'ELECTRICAL-PLUMBING THH TELECOMMUNICATIONS HANDHOLE CADD COMPUTER-AIDED DESIGN AND DRAFTING FLC FULL LOAD CURRENT MFR MANUFACTURER TOS TOP OF SLAB CAP . CAPACITY FLEX FLEXIBLE MH MANHOLE TP TELEPHONE POLE, TAMPERPROOF CB CIRCUIT BREAKER FLUOR FLUORESCENT MHD METAL HALIDE TPD TELECOMMUNICATIONS PULL BOX CBL CABLE FOC FIBER OPTIC CABLE MHP MOTOR HORSEPOWER TRANS TRANSFER CBSW CIRCUIT BREAKER SWITCH FOE FIBER .OPTIC EQUIPMENT . MHT MOUNTING HEIGHT TRANS SW TRANSFER SWITCH C/C CENTER TO CENTER FP FIRE PROTECTION, FIRE PUMP MHz ME~AHERTZ i.' TTB TELECOMMUNICATION TERMINAL BOARD FREQ FREQUENCY MIC MIC 6PHONE TTC TELEPHONE TERMINAL. CABINET CCTV CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS FS FLOW SWITCH MIN MINIMUM TV TELEVISION FT ·FEET, FOOT MISC MISCELLANEOUS TW PR TWISTED PAIR CKT CIRCUIT FU FUSE MLO MAIN LUGS ONLY TXF TOILET EXHAUST FAN CL CURRENT LIMITING FURN FURNISH CLF MOCP MAXIMUM. OVERCURRENT PROTECTION TYP TYPICAL CURRENTLIMITING FUSE FUT FUTURE CLG MOS MOTOR OPERA TED SWITCH CEILING FVNR FULL VOLTAGE - NON-REVERSIBLE CENTIMETER MT MOUNT, MOUNTED UG UNDERGROUND em F/W FEEDER WIRE MID MOUNTED CND CONDUIT UH UNIT HEATER COAX COAXIAL FXT FIXTURE MTG MOUNTING UL UNDERWRITER'S LABORATORY COL COLUMN MTL METAL UNO UNLESS NOTED OTHERWISE COMB COMBINATION GA GAUGE, GAGE MTR MOTOR UPS UNINTERRUPTIBLE POWER SUPPLY COMM COMMUNICATIONS GALV GALVANIZE, GALVANIZED MTS MANUAL TRANSFER SWITCH .UTIL UTILITY COMP COMPRESSOR GC GENERAL CONTRACTOR MULT MULTIPLE GEN GENERATOR mV MILLIVOLT COND CONDUCTOR, CONDENSER GF GROUND FAULT MV MERCURY VAPOR v VOLT CONST CONSTRUCTION, CONSTRUCT GFl GROUND FAULT INTERRUPTER MVA MEGAVOLT-AMPERE VA VOLT AMPS CONT CONTROL VAC VOLTS ALTERNATING CURRENT CONID CONTINUED GFP GROUND FAULT PROTECTOR MW MEGAWATT Gl GALVANIZED IRON VAC BKR VACUUM BREAKER CPL CONTROL WIRE GHz GIGAHERTZ VAR VOLT AMPS REACTIVE CPCB CONTROL POWER CIRCUIT BREAKER GND GROUND N NEUTRAL VCR VIDEO CASSETTE RECORDER CPT CONTROL POWER TRANSFORMER GR GRADE N/A NOT APPLICABLE VDC VOLTS DIRECT CURRENT CPU CENTRAL PROCESSING UNIT GRSC GALVANIZED RIGID STEEL CONDUIT N.C. NORMALLY CLOSED VDP VOLTAGE DROP CT CURRENT TRANSFORMER GSC GALVANIZED STEEL CONDUIT NEC NATIONAL ELECTRIC CODE VDU VIDEO DISPLAY UNIT CTR CENTER NEG NEGATIVE VFD VARIABLE FREQUENCY DRIVIE CTRL CONTROL NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION VM VOLTIMETER CTY CABLE TRAY HC HANDICAP, HANDICAPPED NESC NATIONAL ELECTRICAL SAFETY CODE VP VAPORPROOF Cu COPPER H/D HEAVY DUTY NFPA NATIONAL FIRE PROTECTION ASSOCI,/\TION vs VOLT METER SWITCH cu CONDENSING UNIT HD HEAT DETECTOR NIC NOT IN CONTRACT VSD VARIABLE SPEED DRIVE HEDF HANDICAP ELECTRIC DRINKING FOUNTAIN ·NICad NICKEL-CADMIUM VTR VENT TIHROUGH ROOF D/A DIGITAL TO ANALOG HEWC HANDICAP ELECTRIC WATER COOLER NL NIGHT LIGHT DUCT BANK, DIRECT BURIAL HH . HANDHOLE NMC NONMETAWC CONDUIT DB HID w WIRE, WITH HIGH INTENSITY DISCHARGE N.D. NORMALLY OPEN DC DIRECT CURRENT HI-Z HIGH IMPEDANCE NUMBER WH WATER HEATER DEG DEGREE NO W/0 WITHOUT HOA HAND-OFF-AUTOMATIC SWITCH NOM NOMINAL DET DETAIL HP HORSEPOWIER NORMALLY WP WATERPROOF DH DUCT HEATER ELECTRIC NORM WT WATERTIGHT HPNa HIGH PRESSURE SODIUM NTS NOT TO SCALE DIA DIAMETER HR HOUR WY WIREWAY DIAG DIAGONAL, DIAGONALLY HT HEIGHT DIM DIMENSION HTG HEATING oc ON CENTER X REACTANCE DISC DISCONNECT HTR HEATER OCEW ON CENTER EACH WAY XFMR TRANSFORMER DISC SW · DISCONNECT SWITCH HV HIGH VOLTAGE (>SOOV) 0/C OVER CURRENT XFR SW TRANSFER ·SWITCH DP DISTRIBUTION PANEL HVAC HEATING, VENTILATING & AIR CONDITIONING OD OUTSIDE DIAMETER XMTR TRANSMITTER DPDT DOUBLE POLE - DOUBLE THROW HWP HOT WATER PUMP, HEATING WATER PUMP OH OVERHEAD DPST DOUBLE POLE - SINGLE THROW Hz HERTZ OL OVERLOAD z IMPEDANCE DS DISCONNECT SWITCH OPT OPTIONAL %Z PERCENT IMPEDANCE DT DUST TIGHT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION DTL DETAIL IC INTEGRA TED CIRCUIT DWG DRAWING IE.EE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, INC. p PRIMARY, POLES "C DEGREES CENTIGRADE IES ILLUMINATING ENGINEERING SOCIETY 'F DEGREES FAHRENHEIT IFB ISSUE FOR BID PA PUBLIC ADDRESS 0 PHASE ILLUM ILLUMINATE, ILLUMINATED, ILLUMINATION PB PULLBOX, PUSH BUTTON IMC INTERMEDIATE METAL CONDUIT PBN PUSH BUTTON IN INCH, INCHES PBX PRIVATE BRANCH EXCHANGE INCL INCLUDE, INCLUDING, INCLUSIVE PC PHOTOELECTRIC CELL INCAND INCANDESCENT PDT PENDANT IND PDU POWER DISTRIBUTION UNIT INDICATE, INDICA TOR PE PHOTOELECTIRIC INDP INDEPENDENT P.E. PROFESSIONAL ENGINEER INVT INVERTER P/E PNEUMA TIC-ELECTRIC 1/0 INPUT/OUTPUT PF POWER FACTOR IPS INTERRUPTABLE POWER SUPPLY PH PHASE IPU ISOLA TED POWER UNIT PLC PROGRAMMABLE LOGIC CONTROLLER ISC SHORT CIRCUIT CURRENT PNL PANEL pp POWER POLE PPB POWER PULL BOX P/P POWER PANEL PPL POWER PANEL PROJ PROJECT PT POTENTIAL TRANSFORMER PV PANEL VOL TIMETER PVC POLYVINYL CHLORIDE PWR POWER GENERAL NOTES NOTE DESCRIPTION 1. VERIFY EXACT LOCATION OF ALL LIGHT AXTURES, OUTLETS, OTHER ELECTRICAL ITEMS ON ARCHITECTURAL REFLECTED CEILING PLAN AND ANY APPLICABLE ELEVATIONS. 2. THE WORD "PROVIDE" MEANS THE CONTRACTOR IS TO FURNISH AND INSTALL. 3. ALL CIRCUITS ARE SHOWN SCHEMATICALLY, ROUTING DECISIONS AS TO BELOW FLOOR OR OVERHEAD ARE BY THE CONTRACTOR. GENERAL LEGEND NOTES NOTE DESCRIPTION 1. ALL ABBREVIATIONS AND SYMBOLS ARE NOT NECESSARILY USED. ·- ..,_ 2. ALL MATERIALS, LABOR, COORDINATION AND SUPERVISION IS BY CONTRACTOR UNLESS SPECIFICALLY NOTED "BY OWNER" OR "NIC". CONTRACTOR SHALL COORDIANTE AND INSTALL EQUIPMENT WHEN NOTED "OWNER FURNISHED" OR "GFCI". LIGHTING A, a D UPPER CASE LETTER ADJACENT TO ANY LIGHTING FlXTURE SYMBOL INDICATES AXTURE DESIGNATION IN LIGHTING FIXTURE SCHEDULE. LOWER CASE LETTER ADJACENT TO ANY LIGHTING FIXTURE OR SWITCH INDICA TIES FIXTURE SWITCHING RECESSED OR SURFACE MOUNTED ==== . FLUORESCENT FLUORESCENT LIGHTING LIGHTING AXTURE FlXTURE (LENGTH AS SHOWN ON PLANS AND LIGHTING FlXTURE SCHEDULE I z I 6 I{) FIXTURE FLUORESCENT STRIP OR INDUSTRIAL LIGHTING FIXTURE WALL MOUNTED FLUORESCENT LIGHTING FIXTURE . RECESSED, SURFACE OR PENDANT MOUNTED FLUORESCENT, HID DR INCANDESCENT LIGHTING FlXTURE WALL MOUNTED FLUORESCENT, HID, OR INCANDESCENT LIGHTING FIXTURE . HATCHING OF LIGHTING FIXTURE SYMBOL INDICATES AXTURE ON EMERGENCY POWER CIRCUIT, FIXTURE VJTH QUARTZ RESTRIKE, OR FIXTURE WITH EMERGENCY BATTERY PACK CAPABLE OF 90 MINUTES OF OPERATION. WALL MOUNTED EMERGENCY LIGHTING FIXTURE .WITH INTEGRAL BATTERY PACK WALL MOUNTED EMERGENCY LIGHTING FIXTURE WITH REMOTE BATTERY PACK ~~~~EAM2~~JFJG ~~8!ft'J DIRECTiuN AND LCCA TION OF SIGN FACE, ARROWS INDICATE VISIBLE DIRECTION ARROWS WALL MOUNTED EXIT LIGHT FIXTURE, SHADING INDICATES DIRECTION AND LCCA TION OF SIGN FACE, ARROWS INDICATE VISIBLE DIRECTION ARROWS OCCUPANCY LIGHTING SENSOR WALL MOUNTED SINGLE POLE SWITCH MOUNTED AT 48" AFF UNLESS NOTED OTHERWISE. TIHE FOLLOWING IDENTIFY OTHER SWITCH OPTIONS: 2,DOUBLE POLE; 3, THREE WAY: 4,FOUR WAY; CB, CIRCUIT BREAKER;DM,DIMMER;F,FUSED;K, KEY OPERA TED; P,PILOT LIGHT; T, TIMER OPERATED COMMUNICATION DATA OUTUET MOUNTED 18" AFF UNUESS OTHERWISE NOTED FLOOR ~OUNTED DATA OUTUET TELEIPHONE OUTLET MOUNTED 18" AFF UNUESS OTIHERWISE . NOTED (W INDICATES WALL MOUNT AT 48" A.F.F.) · FLOOR MOUNTED TELEPHONE OUTUET PUSHBUTTON MOUNTED 48" AFF UNLESS OTHERWISE NOTED TELEVISION OUTUET CLOSED CIRCUIT CAMERA ELECTRICAL SYMBOL LEGEND ALL SYMBOLS NOT NECESSARILY USED· POWER s WP GFI - ,.- LA-23 IIl THE LETTER "S" ADJACENT TO A DEVICE INDICATES THAT THE DEVICE IS SWITCHED THE LETTERS "WP" ADJACENT TO A DEVICE INDICATES THAT TIHE DEVICE IS WEATIHERPROOF. THE LETTERS "GA" ADJACENT TO A DEVICE INDICATES THAT THE DEVICE IS GROUND FAULT INTERRUPTING MOTOR RATED SWITCH MOUNTED ON OR ADJACENT TO EQUIPMENT DUPLEX RECEPTACLE MOUNTED 18" AFF UNLESS OTHERWISE NOTED SIMPLEX RECEPTACLE MOUNTED 18" AFF UNLESS OTHERWISE NOTED QUADRUPLEX RECEPTACLE MOUNTED 18" AFF UNLESS OTIHERWISE NOTED SPECIAL RECEPTACLE MOUNTED 18" AFF UNLESS OTHERWISE NOTED §EgB~ R~g~}IR11fo'lf~TED 84" AFF UNLESS NOTED OTHERWISE JUNCTION BOX DISCONNECT SWITCH, ADJACENT TEXT INDICATES SWITCH SIZE/# OF POLES (ie. 30/3) FUSED DISCONNECT SWITCH. ADJACENT TEXT INDICATES SWITCH SIZE/# OF POLES/FUSE SIZE (ie. 30/~/25) COMBINATION STARTER DISCONNECT SWITCH. ADJACENT TEXT INDICATES SWITCH SIZE,/# OF POLES/FUSE SIZE/NEMA SIZE (ie 30/3/25/0) SURFACE MOUNTED BRANCH PANELBOARD FLUSH MOUNTED BRANCH PANELBOARD SURFACE OR FLOOR MOUNTED DISTRIBUTION PANELBbARD ELECTRIC MOTOR, ADJACENT NUMBER INDICATES SIZE IN HORSEPOWER ELECTIRIC CIRCUIT TO PANELBOARD, TEXT INDICATES PANEL NAME AND CIRCUIT NUMBER TRANSFORMER ONE LINE DIAGRAM Ill• GROUND CONNECTION . Jd FUSE 1_1 NORMALLY· OPEN CONTACTS .If NORMALLY CLOSED CONTACTS -o-@ - WEATHER HEAD "" oH o-oo OA LIGHTNING ARRESTER GENERATOR CIRCUIT BREAKER, AF-FRAME AMPS, AT-TRIP AMPS, P-POLES FUSED SWITCH, AF-FRAME AMPS, AT-TRIP AMPS, P-POLES AUTOMATIC TRANSFER SWITCH BRANCH PANEL SWITCH MULTI-POSITlON SWITCH TRANSFORMER, DELTA/WYE CONNECTED . · FIRE ALARM I FACP I · ARE ALARM CONTROL PANEL (FAAP( FIRE ALARM ANNUNCIATOR ( FTR I FIRE ALARM TRANSMITTER 1EJ MANUAL PULL STATION () SMOKE DETECTOR ~ DUCT DETECTOR HEAT DETECTOR lEI! T TAMPER SWITCH ~F FLOW SWITCH 30cd ~ BW STROBE ANNUNCIATOR HORN ANNUNCIATOR COMBINATION STROBE/HORN LIGHT- FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS MANUFACTURER REMARKS 2'x4' RECESSED INDIRECT WITH 2-TB FOCAL POINT 120V A PERFORATED CENTIER BASKET #FLU-24-8-2-TB-E-120- 64W G~PS-WIH 2'x4' RECESSED INDIRECT W 3-T8 FOCAL POINT 120V A 1' ' PERFORATED CENTER BASKET #FLU-24-B-3-TB-E-120- 96W G-PS-WIH ' DIRECT /INDIRECT LINEAR 4-T8 AXIS LIGHTING 120V FLUORESCENT PENDENT #FL PL S 8 T8 2 A E 120 128W 81 FIXTURE 1 CA36C 1~X8' DIRECT /INDIRECT LINEAR 6-T8 AXIS LIGHTING 120V 82 FLUORESCENT FIXTURE PENDENT #1 FL CA36C PL S 12 T8 2 A E 120 192W 1'X12' c RECESSED APERTURE LOUVERED TROFFER NARROW 1-TB LITHONIA #BNAT G 1 32 20 3 120V 32W LD MVOLT GE810 RECESSED COMPACT TS GOTHAM 120V D FLUORESCENT DOWNLIGHT WITH fjAFV 32TRT 8 AR MVOLT 32W VERTICAL LAMP CLEAR ARCHITECTURAL LED LITHONIA 120V E EXIT LIGHT WITH GREEN LETTERING #LIRP 1 GC 120/277 ELN 1.7W GREEN LETTIERED EXIT LIGHT LED LITHONIA 120V E1 WITH WHITE HOUSING fiLQM S W 1 G 120/277 ELN 1W GENERAL PURPOSE CHANNEL 2-T8 LITHONIA 120V F STIRIP LIGHT #C 2 32 MVOLT GEB101S 64W EXTERIOR LIGHTING 1 @ 90' 100W EMCO 208V G 14" EO. HOUSING METAL HALIDE ECA141QV100MH208WP ACR-F 115W SAC ACRYLIC LENS 20 FOOT EO. POLE EXTERIOR LIGHTING 2 @ 180' 400W EMCO 208V Gl SIMILAR TO G METAL HALIDE ECA142QV100MH208WP ACK-F 230W EXCEPT 2 FlXTURES AT 20 FOOT EQ. POLE ROUNDED WEDGE HIGH 150W METAL GARDCO LIGHTING 12DV H PERFORMANCE SCONE HALIDE #1 02-WT-150MH-120-WP- 150W WILLI FLUORESCENT COVE LIGHT 2-32WATT T8 EWPTIPAR 120V J COMPLETE WITIH REMOTE FLUORESCENT F301-A232-S-00-1-00-0 64W BALLAST. !:!:! <( Cl I :z 0 (i) > LoJ ~ d :z w ....I ::::> c w :c (.) - (w /) CJ)(!) a: <CZ 1- ::::> xa - u. x-- 1-w_5 . (z !) -w - -m - 1-1- 1- :.(- .!.c .) I _0:a: ::a: > oe:s a.o c a <CQ z ........ w- (w !) u..<C .(1- 0 w ./..) a I o"1->_::-:0 = z > - < .a: z ...I 0::2 z w w (!) DAlE: 05-12·08 DRAWN: WTP DESIGNED: NDA CHECKED: RLD PROJ. NO. 02-1139-01 SHEET: E001 ' STEEL COL & I BASE PLATE , RE: STEEL MFR\ ! r CONC PIER CAP \-- -, /r"'-' = = .... ,_\ • ' I ,.. 1 1 .., · <1 ·A • a \ ...- ···l·f: .41 1o ~-:r.:_,_,__,•. _ +-f1-..-r:.Jf--M+-I---+ I +--l GRID \ ,. . J 'C--.J CONC PANEL I • . 0 ! 'i-, ' / I 7 CONC PANEL 0-s - ~H-'!...... -4-4=~ =9==.~.~.=. 7~=,~~~ I I .. ~~ .. ~."' =.2 .. lro-~-~r~· \, 1-o --o,..-,~.1 ~~-·-L--.~--~-~--~~.-... ~ ·-~ - I '\·'."···:····-cJ"- .. J-.. ."···.1 <t -., ' "I ' 'N I .,. . I I ··'1--- -rl .. I o I ' -I I ' '\., . I b I I I, - j- 1-------l--- ~r---t -I-- N \ / '\., """' = ,./ ~~~L p~~ & /y) ', , --::+'-' __,_~ __ _.... RE: STEEL MFR _ _/ ' 1'-1o· I 1'-1o· ' • ' ·. ;., PC2 SCALE: 3/4" -1'-0" I ~coNe PIER CAP ~--~~~~--~·--~ >-,-0 -.~-~ /r :-~~-; ',, \ ~ $Tf:EL COL & BASE PLATE RE: STEEL MFR ~ '" 'ro "''F==f:,;,;·=· =-I. f't: lo . ~· · -~o \ ':· ;"-;:rr,.r·=·:11:.1•~o r :- .q-· 1· -:.., .,_" P1:· . 2t..a ..:, .-.;.. ....:-~- '-'· ·:....· _• , .....;,_• ___ :.~ - - .......... _____ .,. _1 ~· , _ .,-/ P121 - I: 1 .· -".---'.--- '---',+. - ~+. 1-' ~-: !-: -'----' ...1,---J..---- L--I --.,L...!.-l--L+' --___1 5'-011 L3x2xY,x1'-0"(LLH) S ~·.\<---____ _:::__::__ _____ -,~ W/(3) %"¢ EXPANSION . o. · .• BOLTS (TYP) ' 1'-o'' : t 1'-o" I i "' "x_.......... -+! -- .......... , PC3 SCALE: 3/4"=1'-0" • ...., <t DRILLED PIER, I PIER CAP & I CONC PANEL I ' SEE PLAN CONC PANEL ---1': ',( j .·· #4 @ 14" ocl\ r---------~t·~~~~\3 1 3 ~ COVER EXPOSED STEEL . ·~ .. • .I 30" ~ W/CONCRETE GROUT · '·: #4 DOWELS @ 12"1 t~ : I 1'-1" l ·1'-1" 2'-2" PC4 SCALE: 3/4"-1'-0" c:l I <t DRILLED PIER, -~~ PIER CAP & , CONC PANEL CONC PANEL ---I SEE PLAN 2'-0" PCS SCALE: 3/4"=1'-0" SEE PLAN #4 @ 14" ocl\ c:l . 30" ~ , #4 DOWELS @ 12• 'i-, 1 I P120 ? ~ ._',,0. ' ......... - . I ' {' o I l1.,_ . L.0 \ I l \)_~·!:"-·_-: -~- .) 1---CONC PIER CAP f-'--'-. -,j·~· =·.,;2~--+-~ -_· __ ... ::-+-"~-~· ~",;.·=·=Tt-,.."-!-;·;.;.~--.r+.. ;.· ._::-_·-+-]-~· _.; . _. ·=-·· :-::-~:0---1·· --;....~' \c--1~ -0 ~ \ 0 '. I ' P1 07 ~ CONC PANEL ABOVE~ f ' /' om:I o ', ' \ { o o I -- I l -.j · ..,! ,. . . I ~f-r------+~~~~~\~l·.d~·~,~·,·~--·~.\~·~J~· +~----~~ 7 w 14" oc ' w ' 14' oc l:::l ';(.... /)A=======..J':i~J·~ I .. ""· t=~ =;--- RE: EMBEDDED S3-1 CHANNEL "C" <nA=========- ,--..i.~'-4J:.~-!.J::=~- EMBEDDED CHANNEL "C" ':.... RE: S3-1 ' ..., I I ' . )\ ~; I 1 / "'/,a a I o ,../' ----- / CONC PANEL_/,/ 4%" ABOVE +-+ CONC PANEL LEG 6.9 7 PC6 SCALE: 3/4"~1'-0" ..,. ---------------- STEEL COLUMN 3/16 ~ r¥Z="il_____-- RE: STEEL MFR · v ~ ~ PROVIDE SHIM IF NEEDED z_..,. • ,, , ~ . · ." , · ~ .• · .. ··..· ·-· CONCRETE PANEL LEG 'R- " c..: ··. · c..: • '~I'- EMBEDDED It "E" ""---- fl.· . ·A ~. :'-. . ··~ ~· RE: S3-1 6" 6" 1'-o" 1'-o" ~ 0 .:.. ...... . ..,<_1:_ ~· -:.:- :-t'/:_::' ~-J ~ L___~.,. __ . ____ _..(....--',. ·. , :1 \_ STEEL COL & BASE PLATE ~ ,• i RE: STEEL MFR ' , I[_ DRILLED PIER • PC7 SCALE: 3/4"=1'-0" 1 #6, RE: NOTE 17 ON S3.1 -' . .··.~ .. ·· . ~ . . ... ". '4 : <1 • -•• <1 . ' 4 TIES@ 12", RE: NOTE 17 ON S3.1 llo(I ".-oioo>-- --- (\ o -\ \----''--- .1.- CONC PANEL LE._G:/ y 1 \ \_ CONC PANEL ABOVE CONC PIER CAP . ~z" CONC PANEL LEG (~)~x! 2 ~X~~~IOW: I ' t'--- SHIM AS REQ'D TO LEVEL PANEL. BOLTS (TYP) / I GROUT SOLID BETWEEN PANEL AND PIER CAP 1----PIER CAP RE: PLAN & S3-3 FOR DETAILS ~~\ I I 1---PIER CAP RE: PLAN & S3-3 FOR DETAILS NOTE: REFER TO SECTION 1 /S3-3 FOR INFORMATION NOT SHOWN. %" @ INTERIOR FACE OF PANEL '--- 1~" @ EXTERIOR FACE OF PANEL PC8 SCALE: 3/4"-1'-0" ' - ' L4x4~. ~- EMBEDDED ANGLE "F" g• LONG ~. // L5x5x%x1'-0" W/ ' \ \/ (3) .!;1" ¢ x 18" DBA - ~r-= liiL1--+-- EMBEDDED it "L" I l F= 5"~"x1 '-On W/ ~ L= (3) ~" ¢ X 18" DBA 3/16 ... / 1---CONCRETE PANEL v CONCRETE PANEL SEC llON {.;\ -SC~A:;LE:::;: ...;3,.::,/;=.4.;=.1,,.-0"'",..------~ • l )f V"-EMBEDDED it 'J" ~ 8"x8"xl2" W/ -' ~/ (4) .Jr ¢ x 4" HSA -'- 'ro lu, ~-~-=~=irt=i =~1---,..Jr----._ ·r- ~ ~ I .......__,.....__It ~"x6"x1 0" CONCRETE PANEL --f-----H--~i'--..~/16 v I TYPICAL PLAN DETAL SCALE: 1 1/2" -1'-0" ®PANEL LEG 0 -,:~;:,.,cY~L~:-:,~~e::;;1.=~~;==. o·=-P.::.:ANEL==-CONE=:..:.;•=-t:=C::...:TION==----10 ~~~;~~LE~~~~~"-:,1.~0~.----------~0 - . -- I=<( ! Cl z -(0 {) > w 0::: 0 z en .< .J ti:i c od en z 0 -t--~ 0 w en DATE: en·~ <xes W~~ (z 1-::- :l w --m 1-1- C:a: 0:::> ll.Q .<....(..0 ... LL.<C oS: 1->_:-:(z - ) l (.)~ 05-19-2008 DRAWN: K.V. DESIGNED: MR. CHECKED: L.C. PROJ. NO.: 02-1139-01 SHEET: 83-3 6" THK SLAB-ON-GRADE W/#4 @ 14" OC, EW ·• . VAPOR BARRIER SUBGRADE TYP 8" nt< SLAB-ON-GRADE SCALE: 1"-1'-0" G CONCRETE • • 3/4"¢x1'-6" SMOOTH BAR @ 1' -6" OC. BAR TO BE PLACED LEVEL AND PERPENDICULAR TO FORM. GREASE THIS END \ . • !;' ;; ' ~ 8 ;_ • ' • . ,.;>y --_\'> NOTE: THIS DETAIL IS NOT TO BE USED AT PANEL POUR STRIP. TYP CONSTRUCTION JOtiT DETAL SCALE: 1" -1'-0" @ SLAB-ON-GRADE SAWCUT 1/8" WIDE MAX\ ~ ;~ ~c ~ [------;... ~ ·::=._• =-1\t-. . =~==!=> =·:-:-••• :::1· \:>' !>. " 1.\ k-' !>· \__CUT HALF OF SLAB REINF AT CONTROL JOINT TYP SCALE: 1" CONTROL -1'-0" JONr @ SLAB-DETAL ON-GRADE 0 <t DRILLED PIER, PIER CAP & GONG PANEL ----' . - • • <0 I 'N ' <0 ' 0 I 'N .. ' . ,. • . . . . . . ~TIT41Twl - #4 @ 14" OC EW .. I ' 7,i •. I • . . ' . •• •. . . . . _ ... . ~ • . . . ' .. • ... . .. 4 ....4 .. ·, .. lillllllliiliill L4'-6" MIN .. ,_. ' . . .. • • .. .4 ..... . .. - •. • r. . ·~~STRUCTURAL · COMPACTED Fl AS SPECIFIED (3) #7 T&B W/ LL #3 STIRR @ 1 o" 1) -6" <t DRILLED PIER & PIER CAP _ __, (3) #7 T&B W/ CONC .. .. #3 STIRRUPS @ PANEL • . • b I "' • <0 ' <0 . I ~ EXISTING SLAB JOINT SEALANT & ~" THK PREMOLD JOINT FILLER #4 @ 14" OC, EW ;; !/ #4 @ 14" OC, EW ~ -- CONC PANEL -----1 '" l . (3) #7 T&B W/ #3 STIRRUPS @ 10" (TYP) 10" (TYP}\ " .. '--H. #5 DOWELS x 15" @ 18". DRILL INTO EXISTING SLAB & INSTALL W/EPOXY GROUT, 6" EMBEDMENT (2) #4 8" n 7)• f • .. . \ ·. :., • ~ 0 1" CHAMFER / c- -- :c '-' %~ 6)f "<' ( ~"CHAMFER~ L. LJ I "' - • FACE OF CONC PANEL BEYOND '"I l • . FACE OF CONC PANEL UNDER WINDOW _I· 4 .. • - ~·I I I I I I k:--::, - ~ . .:1 - CONCRETE CONCRETE [FIN FLR PIER CAP ~ 0 .. ~ I PANEL PANEL & DRILLED PIER BEYOND RE: FOUN DATION PLAN • <0 I 'N #5 DO WELS x 15" @ 18".- DRILL & INST 5" EMB INTO CONC PANEL ALL W/EPOXY GROUT, EDMENT 11 • .. .. ' ._ " . ' .'-0 . . . • -J .• .4 . . <l. . ' ·.,,r -~--· • lill11Pmill 8" (2) #4 8" THK FULLY GROUTED CMU WALL ' ------(1) #5 CONT. BEND AND TIE . . . . TO CMU WAILL AROUND COLUMN FIN FLR #4 @ 14" OC, EW ... .A . . ' . ' . . . . H--- #3 STIRRUPS @ 1 0" ..+.-. ~-4-1f--- #5 DOWEL @ 32" • .· . " . .d:. "' (3) #7 T&B 1' -6" "' b I 'N • 0 . ~ I "I ' "' (1) #5 DOWEL J=::::t=:=::::t===t===i===~---t,l,::::i:::;:::::=;:::=::t:===t===l I • --•r. • I . 3' -0" (TYP) I 1...1---...' ' ~ (3) #7 DOWELS THROUGH PIER CAP 1---- 2' -6"x2' -6" SQ CONC PIER CAP 1----CONC DRILLED PIER SEE 1/S3-2 -:~::=~:;:::LE~~'-;~~/;;:i4.i"-=1:'i-' -:0:;;-. -----@ 9%----- 8" THK FULLY GROUTED • <0 I "" @ ALL CELLS ----li)t CMU WALL W/#5 VERT REINF IN ALL CELLS. RE: ARCH DWG ' . ' . : .. • . '· ' !+-- #3 STIRRUPS @ 10" (3) #7 T&B 0 I 'N AND DRILL INSTALL INTO JX" (3) CONC #7x3' PANEL -0" ~ W/EPOXY, 6" EMBEDMENT NOTES: 1. REFER TO 10 & 15/S3-2 FOR INFORMATION NOT SHOWN. 2. CMU WALL & STEEL COLUMN, WHEN APPLICABLE, NOT SHOWN FOR CLARITY. I SECTION SCALE: 3/4"=1'-0" • -- - ' r I . . I ' I . I . • ., I I I ' I I J' -0" (TYP) 1,~ • ' . I :i GRID 1------CONCRETE PANEL . . •• • • • J.-----..1 GRADE BEAM (OMIT @ 16A} 1----- 2'-6"x2'-6" SQ CONC PIER CAP 1---- CONC DRILLED PIER SEE: 1/S3-2 X 8" CMU WALL W/ <"><~>< • 32" #5 VERT oc IN REINF GROUTED @ ~ CELL • <0 #5 DOWELS @ I 32" oc "' PRE -ENGINEERED I II WAILKWAY COLUMNS I I & CONNECTION TO I I I I SLAB BY MANUFACTURER I I (ALTERNATE No. 1) I I I I I I I I ;;< 6< I I I I . I ' . , . . . . . ·.- #4@ 14" OC, EW~ . .. . . . . • .. • .. • =t~·· I • ~TI1illl11~ ' . ·• ' " . .. •.. • ol •• • • . --- ... • 1 '-6" DRILLED PIER SEE: 1/S3-2- NOTE: REFER TO SECTION 5 FOR INFORMATION NOT SHOWN. PRE -ENGINEERED STEEL COLUMN ... . ~ (3) #7 DOWELS THROUGH PIER CAP 2' -6"x2' -6" SQ CONC PIER CAP CONC DRILLED PIER SEE: 1/S3-2 • • •• • • ' <0 • <0 b . I ~ • <0 n 7~" ... . .. ·. < ·4 ' . .. • . • -· . ' . • • .. . ., • . v._ . . I • I I . ~ 1Twl11illf "'' I :1 ~ 1'-2" DIA DRILLED PIER SEE: 1/S3-2 CONC PANEL (3) #7 T&B . - '-(2) ROWS OF (3) #7 #3 STIRRUPS @ 10 • 18' -0" __.,--BUILDING SIGN RE: A4-5 - - ' -. . . . : ':. -::.: :- : . :' - - .. ' < . ' :·: ,·,'-::. :::::: . ''' -, .. : ·.: ·: ._. : : ·:- ·._. . ·:. .-- ·-- " .. -:··: ::: ~-::·': .,• .. . ':-- ': .. : ':: ... ... _, .· ... :: - .:· .: ... ·.-- .. ::'·, . :·. ' .·:.:..· . . :· " - .. . ··· . -.·- . .. .. ····- . : . . . ___ :. :;' - - "- ,.. . . . .. .. · . . .., "· "- ._ " .. 4. v-- (2) #4 2" "I ' "' DOWEL s ~-' +- ~---"r~~~~=A ..,. ===~~~ iy ~---+-~-LIME STABILIZED 'N,...._ ___ L-f-7'--'----------------..J SUBGRADE #6 @ 8" EW • 0 "I ' • 0> ~ • 0> ELEVATION £~E: BUILDING M-5 SIGN / I I I 0 0 0 I I 2'-o" 3'-6" 10'-0" 1'-6. 1 '-o" 18' -0" PLAN DETAIL -=~:;:cA:DtiG:::~;:::::., ; 1 1:4 ::.:: .=::::::;,.;...,_~:;:. IGN==--=D=E:..:..T.:..:AL=----.,® 0 . I ~ • 0 I ;.,-, '-0 '- . I ~ I=! <( C> z 0 Vi > w ~ ci z (/) < t- ....1 w c. od (z /) 0 -t--· 0 w (/) DATE: DRAWN: ·:r -- - (/) ·(.!l >W-<CZ <.-c J 1-w -m -:::- l 1--1- 0::a: 0:::> n.o <({) ..J_. u..<C oQ: >1-_:-:-{:z - ) l 0::2: 05-19-2008 K.V. DESIGNED: MR. CHECKED: PROJ. NO~ SHEET: LC. 02-1139-01 S3-2 A: 9"x3/4"x2' -3" W/ (1 0) 3/4"¢ x 5" HSA SEE PLAN q;_ BM PLATE I ' I SEE PLA SEE PLAN 1/2" JOINT {; BM PLATE I ' I SEE PLAN 1/2'' JOINT PERIMETER REINF PERIMETER REINF SEE NOTE 18 FOR PNL [iSEE NOTE 18 FOR PNL r-~------~~~-----------------+----T-----~------------~----~---------------~--7 (z: /) :5 w w (/) 1"1-rT"l-----------------~ T---l ,---------,--------,---,-,----l ~-t-H--t EMBEDDED ff_l I I I I I I I I L_l...J_L.J "K" I I I I ! I I I I r-IIIII ti :=i--1------B---nil! --B-- I ~~ i+f----11---:1-I ---D-1111 -ri +---a-+ L.l_I_LJ SEE NOTE 17 FOR 1 1 1 1 1 • 1 I I I I ~ I I I EMBEDDED IPI II...J I t1:n-n-::::·l tj PNL LEG SEE REINF NOTE 20--------I w 1 I : I : {f-n t8j: r} : I "E" @ 5' _(j"l : 0 I : : I ._______i , rEMBEDDED IE I I I I I LSEE NOTE 21 N . I I ,.l-+-0< I I I I I "K" ,,-n-l FOR DOOR OI?NG 1 1 · 1 1 1 1 1 1 1 tj_::t_tj__--'~ ---~EI_~QRCl_NQ_'.,._ll_ __ J : 1 SEE NOTE 19: : : : I I I I I / ' I I en I I I len I I I I'T-~-t-1-i-rly 7'1 D 0 0 R 0 p N G '(I ' z: 0 I I I I DOOR OPNi~ I lz !O H I I 1 I L.l_I7<L~ SEE PNL EL l't; I I SEE PNL ELI /, It; ~ : .________ ! I I I I I FOR DIMENSIONS I w I I I / ' I w I I ;-. ~~=:=~~ 1 ~ : fQ~_Q~_f;~lQ)'!~:y: ____ _::,_,j; -~~----~ r~6E NOTE L.J_I_L~ :ie I I /.1 \ }~ I I I I I ! I I I / I I"""~; I I rl-1-ll VI I --r- / I en'- I I ~-t-1-t--t :5 I I / I 5 'k I L..l_J_L.J I I / I o.... I 'I I I I J I o.. I I I I I I 'T -,-n [1:] I "EE NOTE 21-----l [1:] I I ~-t-1-t--t "' I r FOR DOOR I "' I I I L.I l-I_I L.I J I I I I i I I OPNG I I I I I I ~~-,-,l I I !REINFORCING I I I ~-t-1-t--t I I I ' I I 'I I I I I I I I ~ I /I I r-y-r;Tl · 1 , 1 IAL FOR', 1 / 1 1 1 L.l .. LL.J I I ,fWI (2) #5 DIA" I J/ I ___, H-1-"'--! FINISI-IED FLOOR I J/ I CONDITION1' -r I I _1__ F .IN,. _,_,FL:::::O"-'OR_,__ ____ ------'--t z ~G:J ~~;~i-~,~-.=--'= ~c-it".l_,t.,._,,_-,Lj_,,_L-- 1..~.:' ~Lt~t +. -j +- _ _r _u ___ _ _r~ , -_"--,-,,- L7~-+1~L, -.' n-___ -Lr~ -: - G:J w '· _, 1E SEE SECTIONS ~PNL TO SLAB OWLS i\ \ __ L ________ : ___ Lj_~~...JJ THIS PNL BOTTOM !J;J FOR PNL BEARIN SEE SECTIONS I \ -,-:..- -------------".--------",. PLATE MK'S AND DETAILS THIS SHT 4'-o" SEE PANEL SEE PANEL SEE PANEL SEE PANEL 1 /2" JOINTf--......=EL=----+-____:::S::::EE::__:__:PA.::N::::El::___::::El:___+--___::E:::_L -+--"S::::EE:...P:.:.A::.:NE::::L:...:E::::L----.1~-'E::::L_+---"El::...__----f SEE PANEL ELEVATION SEE PANEL ELEVATION 1/2" JOINT 1 '-0" L4x4x3/8 U .:§1' 1 /2"¢ DEFORMED BAR ANCHOR ----!--o-11 1" 5" s" 1" L 1/2"¢ HEADED STUD ANCHOR EMBEDDED ANGLE ''D'' EMBEDDED . ~ "E" L4x4x3/8"x1 '-0" W/ 13) 1 /2"¢ x 18" DBA FOR 8\; TALL x 4" DEEP x 1 '-0" WIDE JOIST GIRDER POCKET ~l=..,:.IN l I li'. 4"x1/2"xo'-1o" W/ (2) 1 /2"¢ x 4" HSA 1/2" ~TE\ ! 1• l 2 ~· 1 /2" PLATE\ It t I ~ (2) 1/2"¢ HEADED bin I +-- -•--+------ -1!=~ 5" EMBEDDED II: "L" A: 5"x1/2"x1 '-o· W/ (3) 1 /2"¢ x 18" DBA SIJI CA5T llllW& NOTES; 1 .. w 1.. STUD ANCHORS EMBEDDED Fe. "M" A: 6"x1/2"xo'-6" W/ (2) 1 /2"¢ x 8" HSA 1. ALL PANELS ARE VIEWED FROM INSIDE (UNLESS NOTED OTHERWISE) AND SHALL BE CAST WITH EXTERIOR FACE DOWN. 2. ALL PANEL THICKNESS IS 7 1/4" • 3. SEE ARCHITECTURAL DRAWINGS FOR EXTERIOR ANISH. 4. SEE STRUCTURAL SECTIONS FOR DOWELS TO SLAB AND EMBEDDED POCKET AND PLATES FOR SUPPORT OF JOISTS, BEAMS, AND GIRDERS TO PANELS. 5. ALL PLANS AND SECTIONS SHALL BE REVIEWED FOR REINFORCING AND EMBEDDED ITEMS NOT SHOWN ON THE PANEL ELEVATIONS. 6. SEE ARCHITECTURAL DRAWINGS FOR CONNECTIONS OF WOOD, ETC. TO PANELS. 7. SEE MECHANICAL DRAWINGS FOR ADDmONAL OPENINGS IN PANELS. 8. PANELS SHALL NOT BE LIFTED UNTIL CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. CONTRACTOR SHALL DISTRIBUTE CRANE LOADS TO SLAB-ON- GRADE IN SUCH A MANNER SO AS NOT TO CRACK SLAB. 9, THE CONTRACTOR SHALL PROVIDE DESIGN FOR THE LIFTING INSERTS AND ANY ADD'L REINFORCING STEEL REQUIRED FOR LIFTING OPERATION. THE PANELS HAVE BEEN DESIGNED FOR IN-SERVICE CONDmONS ONLY. 10. THE CONTRACTOR SHALL VERIFY All WALL PANEL ELEVATIONS FOR DIMENSIONS, OPENINGS, BEAM AND JOIST GIRDER POCKET LOCATIONS AND WELD PLATE LOCATIONS AND REPORT Alff DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE POURING ANY PANELS. 11. EMBEDDED PLATES SHOWN ON TILTWALL ELEVATIONS ARE FOR CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EMBEDDED PLATES, ETC. INDICATED ON THE STRUCTURAL PLANS AND/OR SECTIONS WHETHER SHOWN OR NOT ON PANEL ELEVATIONS. 12. THE TILTWALL ELEVATIONS MAY BE REPRODUCED FOR SHOP DRAWINGS USE AS LONG AS SEALS, COMPAiff TITLE BLOCKS, ETC. ARE REMOVED. IN USING THESE DRAWINGS THE CONTRACTOR/FABRICATOR SHAILL TAKE FULL RESPONSIBILITY FOR CORRECTNESS OF ALL DIMENSIONS, EMBEDDED ITEMS, AND OPENINGS SHOWN. 13. DO NOT SCALE TILTWALL PANEL ELEVATIONS. 14. CONTRACTOR SHALL FURNISH AND SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER ON THE FOLLOWING ITEMS: A. REINFORCING STEEL B. EMBEDDED ITEMS FOR PLACEMENT. C. PANEL LIFTING INSERTS. D. DETAILS FOR TILTWALL PANELS. E. PROPOSED EMBEDDED CONDUIT PLACEMENT. 15. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE PANEL POUR STRIP HAS BEEN POURED AND ROOF DIAPHRAGM CONSTRUCTION HAS BEEN COMPLETED. 16. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED AND FINISH TO MEET ARCHITECT'S APPROVAL. 1' -0" ..._,;,N :c-J: ~IN 1 1 /2" PLATE-, ! i i L5x5x3/B-- 1 /2''¢ DEFORMED BAR ANCHOR ---+----11 Lt==--~l::.1r-:::l-- - -----4!'i=- • 1" 5" 5" 1" ~ -1/2"¢ DBA 4" EMBEDDED ANGLE "F" EM BEDDED ~- "G" L5x5x3/8"x1 '-0" W/ (3) 1 /2"¢ x 18" DBA II'. 4"x1/2"x0'-8" W/ (2) 1 /2"¢ x 18" DBA L5x5x3/8 f1 -~" THIS ANGLE LEG ON INSIDE FACE OF PANEL ;..,C-JFo!!z:ooo=""""f"""""""" ..... L 1 /2"¢x18" DBA 1/2" PLATE - 1" 5" ...,. !__+"' ===---!=+:~+-- --2 -n IJ:.~-- • "' • "' • "' : • "' g" 3/ 4"HEADED STUD ANCHOR HAS EMBEDDED ANGLE "N'' EMBEDDED Fe. "p" L5x5x3/B"x2' -9" W/ EMBEDDED PLATE FOR W BEAM CONNECTION If 9"x 1 /2"x1 '-3" (7) 1 /2"¢ x 18" DBA EMBEDDED ANGLE @ EDGE OF PANEL FOR W BEAM CONNECTION W/ (6) 3/4"¢ x 5" HSA 17. All PANEL LEGS THAT ARE REMAINING AROUND THE SIDES OF OPENINGS ARE TO BE REINFORCED WITH NO. OF VERTICAL REINF (SHOWN IN TABLE BELOW) x PANEL HEIGHT AT EACH FACE OF PANEL WITH #3 AT 12" OC, UNLESS NOTED ON PANEL ELEVATIONS. LEG WIDTH REINFORCING (EACH FACE) 1'-0" TO 2'-0" 4~ ~6 2'-o" TO 4'-o" 5 6 4'-0" TO 5'-0" 6 6 18. UNLESS OTHERWISE NOTED ON PANEL ELEVATIONS, PROVIDE (3) #5 CONTINUOUS AT BOTTOM OF PANEL, (2) #5 VERTICAL x PANEL HEIGHT ON EACH END OF PANEL, (2) #5 CONTINUOUS AT TOP OF PANEL, AND (1) #5 x 6'-0" (36" LEGS) AT BOTTOM CORNERS OF PANEL 19. MAT STEEL REINFORCING IS TO BE AS FOLLOWS: 7 1/4" THICK PANELS: #4 @ 12" OC VERTICAL #4 @ 12" PC HORIZONTAL MAT STEEL REINFORCING TO BE CENTERED IN TILTWALL PANEL THICKNESS (UNO), 20. UNLESS OTHERWISE NOTED ON PANEL ELEVATIONS, PROVIDE ~ 4) #6 ADD'L VERTICAL REINF x PANEL HEIGHT AT ALL BEAM LOCATIONS, W/#.3 TIES @ 12 OC. 21. AT ALL PANEL OPENINGS PROVIDE (2) #5 VERTICAL x PANEL HEIGHT AT EACH SIDE OF OPENING, (2) #5 x PANEL WIDTH AT TOP AND BOTTOM OF OPENING AND ( 1) #5 x 5' -0" DIAGONAL AT EACH CORNER OF OPENING. 22. SEE GENERAL NOTES SECTION "CONCRETE", "REINFORCING STEEL", AND ANCHORS FOR ADDmONAL SPECIFICATIONS. 23. NON-SHRINK GROUT AT All LOAD-BEARING JOINTS BETWEEN CONCRETE MEMBERS (I.E., TILTWALL PANELS AND FOUNDATIONS) SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT, PREMIXED, NON-CORROSNE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUNDS. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION FOR NON-SHRINK GROUT, CE-CRD-C621. TWENTY-EIGHT DAY COMPRESSIVE STRENGTH AS DETERMINED BY GROUT CUBE TESTS SHALL BE 6,000 PSI. PACK SPACES UNDERNEATH LOAD-BEARING ELEMENTS WITH STIFF GROUT MATERIAL TAMPING UNTIL VOIDS ARE COMPLETELY ALLED. PLACE GROUT TO FINISH SMOOTH, PLUMB, AND LEVEL WITH ADJACENT CONCRETE SURFACES ENSURING THAT ALL BEARING PLATES AND STEEL SHIMS ARE ENCASED. '---------------~----------------------------------------------------------------------------------------------------------------------~----------------------------------------------------------------------------· I=<( ! Cl z 0 Vi > w a:: 0 . z ~ 8 -? ~ <(; "'§ tl:~~! '· :,~ f ~~ . P: -~ ..0 -:C£ ! ~~ll = "$ :8 s~- =- I~ ' cllogj >:J - f/) d <( 1- w c ~ f/z ) 0 p:- 0 f/w ) ~ <( -0 a. 1- >- z w ~ a. <( DATE: DRAWN: ... (I) (!) x- wc <CZ ~··d :::> --u.i m 1-t- ~~ a..o <Co _....I ..J LL<( o9: 0 1->_::-:z > - (.)~ 05-19-2008 KV. DESIGNED: MR. CHECKED: LC. PROJ. NO~ 02-1139-01 SHEET: 83-1 B A 4' -0" 7'-2%" 8' -0" 8' -0" a'-o" 8' -0" 4' -0" EMBEDDED If. "H" ! ! ! ! ! ! ! ! ! l I ! ! ! (TYP)--------1 U--- ~----+----~--- ~----~- --~- --- ----~-1- -~----~ ---~--- ~__.C ~r-~----r ---r--i~---t ,--~ --t ----n-ir--~---1--t--it-i- 1 -----I r ---"1-I ;-- -~"1 I ____ "1 I ____ "1 I ____ "1_ I r- -~-"I 1-~---I "1-I :---~ 1----"I 1----"I 1--- -"1- I ~- ,.,. --HJ~- ---r---- ~ ---TT- -~- -----r-- ---~----if!_- --r:f/-.tt- ---~+---If---- r- _l~JP ----t-- EMBEDDED If_ "E" -?i~x-~T', -/i~x---~t',- 1 J ~.fr~,--;:.;_--rl'-, ON OTHER SIDE / (TYP)----' ' lL ..Ji / '..t'L ..JI / 1 I ' lf)(ll -~( -~(.- v- >!<,- }(.- : l -~~-¥'- -------- 1-.. /1 / 1, /1 I 1 l'/1 ------- I 16"x28" OPNG INTO PANEL._/ p I I ! / ', ! COORDINATE W/MECH DWGS ------------------J.:':----~~ 1 ---------------------------------- FOR EXACT LOCATION AND / l HEIGHT / ! I (2) EMBEDDED 1i'. "J" l I I I I ' I ' ' I /' ' <D I v- TOP OF ROOF ON COURT SIDE r---------------------..,. ~TOP OF ROOF __@ _OTHER __SIDE ______ _,. r----18"¢ OPNG INTO PANEL. COORDINATE W/MECH DWGS FOR EXACT LOCATION AND HEIGHT +--------- n ----------------------------- '-I---------------------- -:-:-:=- -'~'"~r ,i-~.1!.. '::---=/=~:: i'O:~-- :.::-:- - :::=±-- ----- ------------------- .~- - --------_- _ I b "I ' EMBEDDED - CHANNEL "C" (TYP) P124 10',..-o)~" 3'-4" P125 17' -1 o-3;4" r '--EMBEDDED CHANNEL "C" (TYP) ' 7~" 31'-10~" 31'-3" 7~" f+----------------~----------------~--------------~~~---------------+} l I I I Ill )f NI'ERIOR WALL PMELS- MlNCPAL BULDtG (WEST-EAST) SCALE: 3/16"=1'-0" cy I I I I ? ~ n I I I I I I I I I I I I ------------------~------------:::I I II I --------- I I I I -------------- NOTES: 1. REFER TO FOUNDATION PlAN SHEET S1-1 AND PANEL lYPICAL SECTIONS & DETAILS SHEET S3-1 FOR MORE INFORMATION. 2. COORDINATE ALL THE HEIGHT, SIZE, NUMBER AND LOCATION OF EMBEDDED PLATES WITH STEEL MANUFACTURER SHOP DWGS. 3. PROVIDE CONNECTION BETWEEN PANELS @ ALL CORNERS @ ~ AND % OF ELEVATION. RE: 1/S3-4 FOR DETAILS. 4. ALL EMBEDDED PLATES ARE INSTALLED ON THE INSIDE FACE OF PANEL, UNLESS NOTED OTHERWISE. TOP OF ROOF ELEVATION EMBEDDED " •p-==113 ------------~· II I 1L . Ill -----------------~~----------------- 111 II --1t_ EMBE~DED +::' "1'-' : ----------------++--------- --~-r ~~6~ ~ P120 17' -8" Ill I II I II P119 17' -8" 19'-7)-f P118 (2) EMBEDDED P "E" (TYP) IKE: 3/S3-3 FOR DErAILS 17' -8" 19'-7}1" FOR 1i'. SIZE & LOCATION ON EXTERIOR FACE OF PANEL--;;; TO BE DETERMINED BY STEEL MFR P117 30'-o" 32'-11" 1'-11~" Ill Ill Ill Ill I Ill Ill '-BABECIDED ANGLE "F". RE: 5/S3-3 FOR PANEL P115 TO PANEL P116 CONNECTION 10'-o~· I I I l I I I I Ill Ill II I I Ill I I I I Ill Ill Ill • 00 r- I P115 28'-0~" 18' -o· t;i ~ ":I.z U ' ::;; ~ "I.U ' ID F! b I "0 ' [ FIN FLR -- - ----------".--+ CHANNEL "c" (TYP) • "'T ' w I- <!: Cl z 0 (/) > w a:: 0 z (/) .z w ..1 <( D.. ...1 ...1 <( $';· ' . (J) C!' <z .w xc ...J 1-:::- :> w "'Ill 1-1- a:a: 0::::> O..Q <() ...J_J u.<C 1->oS: _::-::(z > - ) ()~ 05-19-2008 K.V. M.R. LC. IPR<>J. NO.: 02-1139-01 SHEET: S2-2 \ i i i i ' ' i ' ' ' i \ . . EMBEDDED _/ 0 I P104 P103 P102 P101 I "" EMBEDDED c-. CHANNEL "C" CHANNEL "c" (TYP) 4'-11%" 3'-4" 11'-7%" ~· -!J)-4. 1 o'-2" 14'-8" 1'-0"- . r 1'-3h" (TYP) 19'-'-11%" 19'-11h" 23'-9)f p~· 29'-g34" h" h" 1 2 3 4 5 6 7 :.r 3'-o" 9'-z%" 5'-5)f 5' o1/• -..,2 ' 6' 0'' 6'-o5/s" · s'-o5/s" 3'-o" 3'-o" 7'-o" 7'-o" 6' o" 7'-o" s'-8" . 6' o" 7'-o" t 7'-o" 3'-o" ~~~~--+-~~-+~¥-~~~--~~~~~~~~~~~--~--~~ .I ,<0 TOP OF ROOF b / b ~ 1 SLOPE, N~-------------- ~~=r~~·~ \L-~~~~~~~~=1~~~~~~~~==~~~==~~~==~~t.==~~~~ EE r- - -- : -- 1m r~~n - - R+~r--- - ~ r- :__ ~'-r----.l-- -----i r-- ---fll--- - --- + --~~ - -.m-..wtrt1 lr'r Ffl - - M!r - 1 - --J-H.--1 1\i ft OF SPANDREL I trt1 1r1r11 MIM I -- ------- -It-- - ---1!1- I TOP OF ROOF _ - -+ _ - -I- - - +- __ +- __ -I SLOPE::\_ +- - -~--+---+- \EMBEDDED II'. "H" (TYP) b I ;,., 0 I I{") ' 0 I b 'N I c-. I{") ~ I • 0 / "' NOTES: 1. REFER TO FOUNDATION PLAN SHEET S1-1 AND PANEL TYPICAL SECTIONS & DETAILS SHEET S3-1 FOR MORE INFORMATION. 2. COORDINATE ALL THE HEIGHT, SIZE, NUMBER AND LOCATION OF EMBEDDED PLATES WITH STEEL MANUFACTURER SHOP DWGS. 3. PROVIDE CONNECTION BE1WEEN PANELS @ ALL CORNERS @ ~ AND % OF ELEVATION. RE: 1 /S3-4 FOR DETAILS. 4. All EMBEDDED PLATES ARE INSTALLED ON THE INSIDE FACE OF PANEL. UNLESS NOTED OTHERWISE. • 0 / ;... "' BEAM EMBEDDED 1P. "H" I trt1 lrn-n I MIM I "' • fii (TYP) I / ' rm 1rn11 /"- I MIM / "- I '~' ~ s ------------..;==/i"'/=-===::.:'iil~~~Ri}.( '~,-------f~iQ~-----¥-------- (2) EMBEDDED li'. "J" (TYP) [~ 0) ~ Lo ~ :z . / I "1-J."..l,' }, rrJ-J-fl I ' "- H;t-)H '1: I " "- !:§ I Htll H-H-t -1 I H+H I w 1o I W.W ~ 1-~-l-1 I f-l-1- f-l I a ~ I UU LLU-lJ I UJ.U I iil I lliJ1 L LU_j J I I I I I I I , I ~111111 I/ l(iTi I/ 4<---'~'-+- ______ '=="--=-:-==·---=c..t=-=::;;.'311J.:::...,=-==~ rnr-n .J/ nl"[! 1/ __ - 1, 711t +ri-J-t '- /T = t-IT I 1, /T =- / -, I '- / " LJ__j_j '- / I .LU ' / I ·' 0 / 'N EMBEDDED ~ CHANNEL "C" (TYP) 16' -41-4" P110 P109 P108 1'-79{4 ~ 6' -6" 1'\ ' 3Y• 1. \ 4 -914 3'-z3;4 6'-4" r-FIN FLR 1---- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - t-----' - - -- - - -- P107 P106 P105 r !'---EMBEDDED CHANNEL "c" (TYP) 7~~~------~24~·-_4~·--------~-----16_'-_1~o~~2 • _____ ~----1a_·-~o~~2 • ____ ~-~---------2_o·_-4~%~·----~--~~--------1_9'_-~11~~2~·----~-----1~9·_-~1~~4_" ____ -*~ 7~· I /IT_r,(' ;To P OF ROOF I SL OPE c TOP OF ROOF 1 1 1 SLOPE' -r--r---------------n~-----+------~----~-----;~~~~-----~ I ____ 1 L_ ________ -J'-------, TOPOFROOF A - t!::i 1r r-1 . H-tt-1 _ _ I rr rill r-r I Ill i I I rriT] 1o SLOPE:\ - I - - -- - - l=.t I::J.::l-1 r 1-1-JI I I ~ !Till _I Hll--- t- rh,I-:[_-J.:\"f i=i"'fl-- -T ---I- H:11:Jf==~"'~------;.----;;;;r==~-------_L_-----,-l,--L------,-,---------------_.,. J It' 1-111 I I 1-JI I I -rtllliFffiT--- 1-- ITOTIJ I I \ 1 "-"<w ." " .' . w ~ (/) b . >- I !Il ·a "' 8 z: :::;; "t:" j b 0 I. w 0 !Il ~ ~ - I '' 0 EMBEDDED _/ / N CHANNEL "c" (TYP) )f., rl-1-trltl t-H-Jrt-ltl rH-JrHtl 1-H +Htl 1-H+t-itl 1-H+H~ H-t + f-!~ H-t + H-1 f-H+t-H 1-H+H-1 1-H-1-H-1 1-H-1-H-1 1-H-1-H-1 1-H-1-H-1 1-H + 1-1-1 1-1-l -1- 1-1-l tti±t:1-H -1- 1-1-tl l P116 4'-11)f ,\_EM BEDDED ~ . E" (1YP) I \_EMB EDDED li'. "L" RE: 5/S3-3 ON OTH ER SIDE OF PANEL -,-- FIN FLR ' 0 • 0 I I ~ 'N c-. EMBEDDED 1 111-111 r- rl-n 1 1 - ' . -111- 0:1.;..: ..Ci=~~ ~ _ rh 11!1 r r~rTill - - -+-- t- .L - - - Pc "E" 1 I ..iii.. 1rr111 111-111 lrl-rr--1111 111 1 I I 1 'f lilll Ill+]' rr ' 111 - -----rp-- 1m rr11 rrr 1 I - --1 I -i - --1'·~-----------.,. (TYP) I L13' TYP@ IIIII I Ill-Ill I I ITIT] llrlll 1111 IIIII I ,L I I "'ffil 53 _2 , WINDOW 1 1 rrll 1 1:::! ~ r 1 r-- 1 1 1=!:::! ~ 1 1 1 1 lilT] r 11-rll (2) EMBEDDED 1111 I rrll I .oi/111 13 'I TYP @ 1 I , ' ' ' ' ' lilll r- rl-r-J 4 li'. "J" (TYP). 1111 t- rii-J -J ~ S3-2 WINDOW I EM~~~DED I / ~ "- rrn1:;!_.,1:;;1111 / "- I I / "- rTITl t-t-J-1-J--J / " 1111 t-ri-1-J--J / "- I It H ----."' --/1:I/ ~ -----~i='-rriiiL<r~~ ~~:.ulllll/ =L=n----.'--I r,,--- /f- j/ -'-~~ rfll!p:tt:rt-1-J11 I--J-j/ '--,:I"ttt:'L'II-1:1-1-: -~ J-j/""" ,1 r,,---(TYP) ---- ~ 1- t-1-H -1 1- H-H -1 I I H-l+j 1- LiJ_j -I 1111 1- LiJ_j -l ~ I 1-l--1-1-l-ll-l-.1-1-l-l I I 1-1-I-1-J LLUJJ !ill LLUJJ I 1 I / LLLJ_JJ LLUJJ I I ULLj I I I I I I IIIII I I I I I / I , ! FIN FLR " "- I/ LLLLUJ LLU-,JJ 1 / " 1 llll:J rrr\ll 11!1 rll'-.,ll / I / J ~ -.=--------'-r"I ' /,·1 ,),.1 rrTll''rr I I I I I I I ll' I !--1 ' _J,1 .:' ------'-,{." _ -"' il/rTf! 1 II IIIT1,Ft=l-=1.1 ~~ -~-'- 11111111"1111 rrt-114--I ;, /t-I/ = "'=c=-==c=+-1----------'~::.,I . / +---4-----'-- --I - 11 " - / 1 t--rii-JI rri--J-J--! 1 " /jl - ~', / lrtlll ·f-+-;'-f+~-/ , - /,;::1.-.- 1=1-i-1 1 " - / 1 1-- ----- 1--------------'>·---4 --, 1, ,LLU_j Ll_l__j_j: :1 1: ;u1 u uJ ; , / I LLUJ; ;I r • 0 / "' EMBEDDED ~ CHANNEL "C" (TYP) 9'-3h" P114 P113 (2) #5f-l P112 P111 '-., 113/4", '-.. 7 4 , '--- EMBEDDED 1o' -o" 7'-6" 5' -011 t-6" 4'-11h" 5' -811 3'-4"l) 4'-11%" 10•_ 0• 10 •_0.. CHANNEL"C" (TYP) 7~" 24'-3~" 24'-11%" 14'-11~" 24'-11%" ~+--------------~-----------+--------------~------------+---------~-----4--------------~~--------~ .:,.~::.::A::..:LE.:,.IH:: ::..:/;..::,16,.'!.;. ':.:• :1 .:,.~;=::-. :P:...;AN:LS~=s=----_,® • <0 I 0> ~ 1!. !:!:! <( 0 z 0 Ui w > 0:: 0 0 z z en w ..J ·.·· <a.( . .;.J i ~· u DATE: DRAWN: DESIGNED: CHECKED: PROJ. NO; SHEET: CI)CJ . t-x- wc <CZ .:_:- :J > w ""al I-t- a: a: 0:::> C..Q <(() ....J..J u..<C oQ: 1->-(z - ) _:::> ()~ 05-19-2008 K.V. M.R. LC. 02-1139-01 S2-1 __________________________ J 1' L __________________ j L _____________ ____ v::; ~ ____________________ j I _______________________ j I L ____________________ -----~--.""~~"~s=3=-~~;"r --------------------------, r-------- -----------, r----------- - -i ::.1---j ---;:-,7:"----------------., 1 ,------------------------, 1 r-------------------- ..... I : \ , ,. 30!72 .... :l I : I I : I I~ ..10 -... "'\,. : I I I : I -' I /24/54 PC4 COLD JT /-;:. ~ (TYP)--1 \,L ' PC4 l ~3-?/ ! I! I PC4 /':- ~ I I i L _1 +I -+---------+ PC4 I I I I I ! ' ! I i I I I I ...- V I l I ! I ! I ~ ~ !I I I I I I I ~ I !I ! I :¥11' ' PC1 ', -.-\24/54 -"- "• -"0 " I ' I I :I : I PC2 PC1 IIN3-', ""'! ~ I PC1 ~ SIM : PC5 : : PC5 SIM OPH '\ I I I / OPH PC3 30/78 +--;;-;,.,-,-r '-r.~ "-cH-w.:-'--,--.-,;-1-+-_----_-------_-----_-----T-------------------<---1 -------~~r--~¥=---=----------------------~i--~1 -<-1---1 "-'L-~-"~ ---------, -~~~ -- ----- -- -I \ ,<1~.~Mr-r :1''' :_,\ F.,i::3=P123 o=/;:7=2====::=N :\=l:t', n ~R=\ =I======P122 =:;:,~_'T;±:~f!I ,=' rft ),F'1-b/ 3=o=f\ ;;:6=o===P121 ==:::t,J::,_*I ,"r;=I -_ *1 i~=-I .1=x-\ , =- =======:t-~t -® B 24/48 '-.;/ '"r h J\ I' I , I , I , 1..,-.;:,"... . L~'~:-J't':. -r .-'.:'=-~---3~o,_,;~6~o~>-J~t+~tr:l ' _,_r_ _______ _:'+:j=p-:c.-".:'=~-----, _ ...,_ ,/ ~ ....-.: lj 1\ I II II"" II l PC4)t ~/ I! l ! It ! I l l l 18'-8" -"- li I I 1 I l I l l I l 1 ~~-I ------20'---~-6)2'' ------H+l I -1 ------~-19'--81) -------+~-: ' l ----------25'---8" -~1---H----~ 1 I I 1 I I 1 : !! : 1 : i 1 I !I I I /' ........ ..., I! I I l i I i I ! i I ~ ~3~~... i I I 1 J II - I 1'-0~ ' I ' ! 'o ! I I COLD JT (TYP)--1 -"-0 - -I """ ' ' <D I II) N 1 Pcs I / ~~4 t:'\ , 1 coLD JT! , " r 3' , p115 /~ -,X : ~. ' 0 I I (TYP) i i J: i I I ~3-~ I PC6 • ,_--0 ~~:- '9 ~~ ,)' ~ i i I i 1 "--------\: -------------~ I ~~----------------------~ 1 -;; .;---- 'f "'~-;-;;~i~E::~;r~-""tt:---='=='=-=-=--=--=-=-=--':r=-=Y::~-=-=-==-=-=-=-=-:;'-=-=-=--=-=-=--=-=-=-~,t~±:~.:L~-=-=--=-=-=--~-:r,-;:--=--=-=-=--===-:i~~,.,.~-t~~hEJ:!--=-=--=-=-=;-;:;-7--;;:-=--=-=-=-=--=-=~rr 9,~-~:Ji~,-=--=-=-=-=--=-=-=--=-==_=:_=:--=-=-=--=-~7tr!j;j~'~=::-~=-==~-===-,._-:..r__..~·-® lr'\.,~~ L-rPTi-r ____ , 24/42/'- PCB P118 24/42~.::'\.(pcs P119 ?4/4?/'''\pca P120 ,,~.\24/54 28' -o:l,f i I 132'-11)'4" 19'-8" 19'-8" 20'-8" I I I 2 ® FOlK>ATION PLAN SCALE: 1 /B" -1 '-0" <f:! ( Ci z 0 -Vl 5 w a:: • 0 z z :a_ :5 z - 0 Cl ~ z :::> .. 0 u.. DATE: DRAWN: DESIGIIED: CHECKED: PROJ. NO.: SHEET: (J)(!:J _xzs <w CZ __. t-w -m :- :l I-t- a: a: 0:::> a.o <_.(_(_.) . u..< oQ: >t-_::-:z (> .- ) (.)~ 05-19-2008 KV. M.R. LC. 02-1139-01 81-1 C. WIND LOAD WIND PRESSURE FOR BASIC WIND SPEED OF 150 MPH, EXPOSURE "C", AND IMPORTANCE FACTOR 1.00 ON MAIN WIND FORCE RESISTING SYSTEMS, AND COMPONENTS & CLADDING. MAIN WIND FORCE COMPONENTS & CLADDING HEIGHT RESISTING SYSTEM ABOVE GROUND WALLS ROOF WALLS ROOF INWARD OR GROSS UPLIFT INWARD OR GROSS UPLIFT OUTWARD FT P.S.F. 0-15 37.1 15-20 39.3 20-25 41.0 25-30 42.9 D. SPECIAL LOADS: CATEGORY EXIT FACILITIES (NOTE 1) RAILING AND GUARDRAILS HANDRAILS (NOTE 4) P.S.F. 36.0 38.2 39.9 41.6 UNIFORM LOAD 100 PSF 50 PLF (NOTE 3) -0- OUTWARD P.S.F. P.S.F. 45 79 48 84 50 87 52 91 CONCENTIRATED LOAD NOTE 2 -0- 200 LBS NOTE 1: EXIT FACILITIES SHALL INCLUDE SUCH USES AS CORRIDORS SERVING AN OCCUPANT LOAD OF 1 0 OR MORE PERSONS, EXTERIOR EXIT BALCONIES, STAIRWAYS, FIRE ESCAPES, AND SIMILAR USES. NOTE 2: INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300-POUND CONCENTRATED LOAD PLACED IN A POSITION WHICH WOULD CAUSE MAXIMUM STRESS. STAIR SffiiNGERS MAY BE DESIGNED FOR llHE UNIFORM LOAD INDICATED IN THE ABOVE TABLE. NOTE 3: A LOAD PER LINEAL FOOT TO BE APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE TOP RAIL NOTE 4: THE MOUNTING OF HANDRAILS SHALL BE SUCH THAT llHE COMPLETED HANDRAIL AND SUPPORTING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS HORIZONTALLY APPLIED AT ANY POINT ON THE RAIL. FOUNDAliON AND EARTHWORK: THE CONTIRACTOR SHALL CONSIDER THE SOILS REPORT AN ELEMENT OF llHE CONTRACT DOCUMENTS BUT SHOULD ADHERE TO RECOMMENDATIONS THEREIN. CONCRETE DRILLED PIERS AT THE DEPllH OF 1 0' -0" BELOW EXISTING GRADE HAVE BEEN DESIGNED FOR THE FOLLOWING ALLOWABLE NET BEARING PRESSURES: DEAD LOAD: . _ _ ~ . . . 3000 PSF . TOTAL GRAVITY LOAD: . . . ... . . . .4500 PSF BEARING ELEVATIONS SHOWN ON DRAWINGS SHALL BE VERIFIED WITH FIELD CONDITIONS. llHE FOOTINGS SHALL BEAR AT A SOILS STRATA RECOMMENDED IN llHE SOILS REPORT. WHEN SOFT OR UNSUITABLE SOILS ARE ENCOUNTERED AT SPECIFIED BEARING STRATA, THE SOILS CONSULTANT SHALL BE NOTIFIED. WALLS RETAINING EARTH SHALL BE PROPERLY SHORED PRIOR TO BACKFILLING . CONCRETE: CONCRETE SHALL BE NORMAL WEIGHT AND SHALL CONFORM TO ACI 318-95, CHAPTER 4 REQUIREMENTS. CONCRETE WORK SHALL CONFORM TO ACI 301-89. MINIMUM COMPRESSION SffiENGTHS AT 28 DAYS: ALL CONCRETE: .. . .......... __ . 4000 PSI CONCRETE FOR TROWEL -FINISHED INTERIOR CONCRETE FLOORS MADE WITH NORMAL WEIGHT AGGREGATES SHOULD NOT INCLUDE AN AIR-ENTRAINING ADMIXTURE. MAXIMUM AIR CONTENT FOR llHESE CONCRETES SHOULD BE 3 PERCENT. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED FOR HORIZONTAL CONCRETE MEMBERS. UNLESS NOTED OTHERWISE ON PLAN, ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS. REINFORCING STEEL: REINFORCING BARS SHALL CONFORM TO ASTM A615 - GRADE 60. SMOOTH DOWELS SHALL CONFORM TO ASTM A36 OR ASllM A306. WELDED WIRE FABRIC SHALL CONFORM TO ASllM A185 OR A497. FURNISH IN FlAT SHEETS. REINFORCING STEEL DETAILING SHALL CONFORM TO ACI 315. LAP SPLICE AND DEVELOPMENT LENGTH FOR BARS SHALL BE: VERTICAL BARS . . . . . .. 30 BAR DIAMETERS BOTTOM BARS 36 BAR DIAMETERS TOP BARS . . ... . .. . 50 BAR DIAMETERS UNLESS NOTED OTHERWISE, TOP BAR SHALL BE SPLICED AT MIDSPAN AND BOTTOM BAR SHALL BE SPLICED AT SUPPORTS. PROVIDE 90 DEGREE BENDS WITH DEVELOPMENT LENGllH RETURNS FOR CONTINUOUS HORIZONTAL BARS AT CORNERS OF GRADE BEAMS AND WALLS. CORNER BARS SHALL BE EQUIVALIENT IN SIZE AND SPACING TO HORIZONTAL REINFORCEMENT. PROVIDE BAR CHAIRS TO INSURE PROPER COVER FOR ALL REINFORCING. SUBMIT CHAIR TYPE SPACING TO ENGINEER TO APPROVAL. CONCRETE COVER: FOOTINGS . _ . 3" BOTTOM & SIDES GRADE BEAMS .........•....... __ ---·· 1 1/2" TOP, 3" BOTTOM, 2'' SIDES (3' IF EARTHFORMED) · SLAB-ON-GRADE .. . . . __ .. . . CENTERED IN SLAB, UNO ON DETAILS. ANCHORS: HEADED STUD ANCHOR (HSA) STEEL SHALL CONFORM TO ASTM A 108-1020. DEFORMED BAR ANCHOR (DBA) SllEEL SHALL CONFORM TO ASTM A108-GRADE 70. BOTH HSA'S AND DBA'S SHALL BE WELDED TO STEEL WlllH AUTOMATIC STUD WELDING EQUIPMENT. WELDING SHALL CONFORM TO "NELSON STUD WELDING SYSTEM" RECOMMENDATIONS. EXPANSION ANCHORS SHALL BE "HILTI KWIK BOLTS" OR EQUAL. UNLESS NOTED OTHERWISE, MINIMUM EMBEDMENT SHOULD BE 4 3/4". SLEEVE ANCHORS SHALL BE "HILTI SLEEVE ANCHORS". UNLESS NOTED OllHERWISE, MINIMUM INSTALLATION OF SLEEVE ANCHORS SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. POWDER DRIVEN ANCHORS (PDA'S) SHALL BE "HILTI" OR EQUAL. INSTALLATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEIEL AND CONNECTIONS: 'J CONFORM TO ASTM A572 GRADE 50 FOR WIDE FLANGE, ASTM A-36 FOR OTHER STRUCTURAL STEEL A-53-B (FOR PIPE) AND A-500-B (FOR STRUCTURAL TUBING), AND THE STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC NINllH EDITION). ANCHOR BOLTS SHALL CONFORM TO ASTM A449 FOR HEADED TYPE AND A36 OR A307 FOR UNHEADED AND HOOKED TYPE, AND SHALL BE SET USING RIGID TEMPLATES. NON-SHRINK GROUT FOR BASE PLATES AND BEARING PLATES SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT, PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORllLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUNDS. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION FOR NON-SHRINK GROUT, CE-CRD-C621. TWENTY-EIGHT DAY COMPRESSIVE STRENGTH AS DETERMINED BY GROUT CUBE TESTS, SHALL BE 10,000 PSI. NON-SHRINK GROUT SHALL BE PLACED IN A FLUID FLOWABLE STATE UNDER BASE PLATES AND BEARING PLATES THAT HAVE A FORM BUILT AROUND THEM FOR GROUT CONFINEMENT. MINIMUM THICKNESS OF GROUT UNDER ALL BASE PLATES AND BEARING PLATES SHALL BE 1 INCH, UNLESS SPECIFIED OTHERWISE ON TIHE DRAWINGS. DIMENSIONING: TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF TOP FlANGES OF BEAMS, AND BACKS OF CHANNELS AND ANGLES, UNLESS NOTED OTHERWISE. ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OF MEMBER, UNLESS NOTED OTHERWISE. WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD IN ACCORDANCE WITH AISC. MINIMUM BOLT DIAMETER SHALL BE 3/4" WITH MINIMUM OF TWO BOLTS PER CONNECTION, UNLESS NOTED OTHERWISE. CONTIRACTOR MAY CHANGE A WELDED CONNECTION TO EQUIVALENT BOLTED CONNECTION AND VICEVERSA, AFTER APPROVAL OF DESIGN ENGINEER. CONTRACTOR HAS THE OPTION OF USING SHOP WELDS OR FIELD WELDS WHENEVER HE PREFERS, SUBMIT THESE CHANGES IN SHOP DRAWINGS FOR APPROVAL. WHERE ANGLES, PLATIES, CHANNELS, ETC ... ARE SHOWN SHOP WELDED TO FRAMING MEMBERS, CONTRACTOR SHALL CONSIDER EFFECTS OF BEAM CAMBER AND WELDING ON BEAM. CONTIRACTOR SHALL BE PREPARED TO STRAIGHTEN MEMBERS WARPED BY WELDING OPERATION. HE MAY ELECT TO FIELD IN LIEU OF SHOP WELD. FOR ALL WIDE FLANGE BEAMS, COPE ONE SIDE OF BEAM FLANGE ONLY. UNLESS NOTED OTHERWISE. WIDE FLANGE STEEL BEAMS HAVE SOME EXISTING CURVATURES AT STRONG AXIS AT TIME OF DELIVERY. FABRICATOR WILL USE THIS CURVATURE AS POSITIVE CAMBER, WHERE CAMBER IS NOT CALLED OUT FOR THAT PARTICULAR BEAM. TEMPORARY CONNECTION: TEMPORARY CONNECTIONS WILL BE DETAILED BY CONTRACTOR IN SHOP DWGS. PROVIDE L 4x4x1/4 .ANGLES AT 4 SIDES OF ALL ROOF OPENINGS (DRAINS, EXHAUST STACK, ETC .. ), MORE llHAN 8", AS SUPPORT FOR ROOF DECK, AND AT FLOOR OPENING MORE THAN 12 INCHES IN DIMENSION. WELD TOGETHER AND TO SUPPORTING MEMBERS WllH 3/16" FILLET WELD All AROUND, RE: 18/S3-4. PRE-ENGINEERED METAL BUILDING NOTES 1. THE BUILDING SHALL BE A MANUFACTURER'S STANDARD PRE-FABRICATED METAL STRUCTURE OF THE APPROXIMATE INSIDE AREA SHOWN. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 0.1875 N. 2. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO THE CONTRACT SPECIFICATIONS, AISC, MBMA AND AISI LATEST SPECIFICATIONS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION CERTIFICATION IS REQUIRED OF llHE METAL BUILDING SYSTEM MANUFACTURER AND A CERTIFICATE TO VERIFY COMPLIANCE SHALL BE SUBMITTED WITH llHE DESIGN ANALYSIS. TIHE DIMENSIONAL TOLERANCES OUTLINED IN llHE AWS CODE UNDER WORKMANSHIP AND THE TOLERANCES APPLICABLE TO HOT ROLLED STEEL UNDER THE AISC "STANDARD MILL PRACTICE", SECTION SHALL BE REQUIRED IN THE FABRICATION OF llHE STEEL BUILDING FRAMES. 3. A COMPLIETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, PURLINS AND X-BRACING FOR WIND LOAD AND A LAYOUT OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SUBMITTED FOR APPROVAL WITH ALL llHE MAIN MEMBERS, TYPICAL CONNECTIONS (SHOWING BOLT HOLES AND WELDS), AND ERECTION DRAWINGS. 4. llHE BUILDING SHELL BE DESIGNED TO SUPPORT All MECHANICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS EXHAUST SYSTEMS AND ALL OTHER SUCH DEVICES. ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL EQUIPMENT. 5. DESIGN LOADS SHALL CONFORM WITH LIVE LOADS AND WIND LOADS PARAMETERS GIVEN IN THE GENERAL NOTES PLUS COLLATERAL DEAD LOADS FROM MECHANICAL EQUIPMENT, CEILINGS, SPRINKLERS AS APPLICABLE. LOAD COMBINATIONS AND DESIGN SffiESSES SHOULD COMPLY WlllH AISC SPECIFICATIONS FOR SffiUCTURAL STEEL BUILDINGS. 6. RIGID FRAME ANCHOR BOLTS SHALL BE DESIGNED AND FURNISHED BY THE CONTRACTOR. BOLTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER FOR llHE FRAME REACTIONS FURNISHED BY llHE METAL BUILDING MANUFACTURER. llHE ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITED FOR APPROVAL. 7. MANUFACTURER WILL PROIVDE DESIGN AND STEEL FRAMING FOR PROJECTING CANOPIES AND PORTE COCHERE AS SHOWN ON ARCHITECTURAL DRAWING. METAL ROOF AND COMPOSITE DECKING: METAL DECK FABRICATION AND INSTALLATION SHALL CONFORM TO SDI. DECK STEEL SHALL CONFORM TO ASTM A611 GRADES C THRU E OR ASTM A653-94 STRUCTURAL QUALITY GRADE 33 OR HIGHER. FINISH ON GALVANIZED DECK SHALL BE G90 COATING CLASS. INSTALLATION: DECK SHALL SPAN CONTINUOUS OVER THREE (3) SUPPORTS. END LAPS SHALL BE 3 INCHES AND SHALL OCCUR OVER A SUPPORT. STEEL DECK SHALL BE ELIECffiiC ARC WELDED TO SUPPORT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS CMU NOTES: 1. PROVIDE 2 FULLY GROUTED CELLS WlllH ONE VERTICAL REINFORCING BAR AND DOWF.L IN EACH CELL, @ EDGE OF WALL OPENING (DOOR, WINDOW, ETC .. ) EXCEEDING 12' IN HORIZONTAL DIMENSION, AND AT ALL CORNERS. 2. PROVIDE CMU TIES AT CMU/PANEL CONNECTION @ 24' OC. ABBREVIATION AB ANCHOR BOLT @ AT ALT ALTERNATE BM BEAM :;· BOT BOTTOM C/C CENTER TO CENTER CJ CONSTRUCTION JOINT CJT CONTROL JOINT lk CENTERLINE CLR CLEAR CONC CONCRETE CONN CONNECTION CONT CONTINUOUS DBA DEFORMED BAR ANCHOR DET DETAIL DIA OR ¢ DIAMETER DIAG DIAGONAL DN DOWN DO OR Do DITTO DWG DRAWING DWL DOWEL EA EACH EF EACH FACE EJ OR EXP JT EXPANSION JOINT EL ELEVATION EQ EQUAL EQUIP EQUIPMENT EW OR EW EACH WAY EXP EXPANSION EXT EXTERIOR FDN FOUNDATION FIN FINISHED, FINISH FLG FLANGE FLR FLOOR FRMG FRAMING FS FAR SIDE FTG FOOTING GA GAUGE GALV GALVANIZED GR GRADE HCA HEADED CONCRETE ANCHOR HEF HORIZONTAL EACH FACE HK HOOK HORIZ HORIZONTAL HP HIGH POINT HSA HEADED STUD ANCHOR HT HEIGHT ID INSIDE DIAMETER IF INSIDE FACE IN OR " INCH INT INTERIOR KSF KIPS PER SQUARE FOOT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT LP LOW POINT MAT'L MAX MIN MISC MFR NF NIC NO. OR # NS NTS oc OD OPNG OPH PEN PDA It PNL PSF PSI RAD OR R RE: REINF REQ'D REV SCHED SECT SHT SIM SPA SQ SQ FT STD STIRR STIFF STL STRUCT SYM T TEMP TIHK TOG TOF TOP TOS TYP UNO VERT OR V VEF W/ W/0 WF WP WWF MATERIAL MAXIMUM MINIMUM MISCELLANEOUS MANUFACTURER NEAR FACE NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE HAND PENETRATION POWDER DRIVEN ANCHOR PLATE PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS REFER TO REINFORCED OR REINFORCING REQUIRED REVISION SCHEDULE SECTION SHEET SIMILAR SPACES SQUARE SQUARE FEET STANDARD STIRRUP STIFFENER STEEL SffiUCTURAL SYMMETRICAL TOP TEMPERATURE THICK TOP OF CONCRETE TOP OF FOOTING TOP OF PLATE TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERTICAL EACH FACE WITH WITHOUT WIDE FLANGE WORKING POINT WELDED WIRE FABRIC SPECIAL NOTE: ROOF SYSTEM AND LOAD BEARING WALL DRAWINGS STRUCTURAL DRAWING FOR ROOF SYSTEM TO BE SEALED BY RPE OF STATE OF TEXAS AND WILL CERTIFY WIND LOAD TO BE 120 MPH RATE OR GREATER. THESE DRAWING TO BE FURNISHED TO THE Cf!Y OF LA PORTE PRIOR TO CONSTRUCTION OF ROOF SYSTEM I=<( ! 0 z 0 V> > w 0::: 0 z - ~3" en (!) 1-(w /) . . <>W_< ( .- c z .J 0 z 1-::- :> ·...J -m <C w a: 1- 1- z w a: a: C) w 0 0.. 0 :::> ....I () <C <( :a: ,:::) ..J ..J 1- (:a: ,:.::) ) 0 LL (- 0.<) ( . (1- /) >- - z 1- -() ::::::> : DATE: 05-19-2008 DRAWN: K.V. DESIGIED: M.R. ctECKED: LC. l"ROJ. NO~ 02-1139-01 SHEET: 81-0 /-:~ ~- _:·? '/-·' I ·' /. / '' - ' I ' I I ' I ' i eo;:·''""'? I j \U AS Wkc~~~El~LT-UP"'- > < >><- lj 10> >:_i: \ ~ ,:._;_<-•<·»·.- rr==f:i =i) /. _.-- -. __ / 0- D --------.- :_< _ _. _. :;~_. :. _ . - __ -+I I - - ~~{.· , _.- ,-/ /;- _. ;. :./ , ¥ . .-.-.-.-. _-_-_- _-- r- . _.,--- ,. : : : . I /- \-·-.· -····-.. ·· ···-.·········i-... . -i -·······-.. . · ··-.· ············-·. ·_··. · . _· .· .·.· ... ·. ·. ·. . . . ;. · ... · ... · .............. . \ • 1--11---- 3 5/8" METAL FRAMING @16"0.C. '------SOUND INSULATION AT DOORS 115, 116, 119, 120, 121, 121A, 122, 123, & 124 ,--------TILT-UP CONCRETE ~· ....• ·. •. . . - ._ . . . ~-- -~ -· . 'I 2" WALL PANEL ,--l-l---1/2" SEALANT & BACKER ROD (EA. SIDE) ' ... • •· . . : < . ~. · , • { HOLLOW METAL FRAME • -<t • • • •• • .<1 ; -•:· •.. j__· -. _. [~:=:;~==:x:t-- FLATHEAD BOLTS & .:::!:.. • . • . J • _ · -~- EXPANSION SHIELDS "BONDO" • . • . · . • _: • · · & SAND SMOOTH ·<:·.d -.t."' <!.·.<1··· 'k-- f--~.:::.._:_.::_~•;_-"-'-~·:...c· ;.-~-.,;_·7·~-~~---j~--BENT 12 Ga. STEEL ANGLE 1---11---- 2 1/2" METAL FRAMING ~~~~~~~~~~~~~!E~t---5/8" lYPE "X" GYP. BOARD .. AT DOORS 109 '------EXTRUDED ALUM. EDGING '-------7/16" MDF PANEL SYSTEM r-------- TILT-UP CONCRETE WALL PANEL ..,_ .!1- . > <. II .• -•.<I. ... ' . 11 .. .<1· • • "!; AT DOORS 114 & 117 \~--- 1/2" SEALANT & BACKER ROD (EA. SIDE) . DOOR JMe DETAL @ EX"I t:RJOR DOOR {;;\ SCALE: 3"-1' 0" ~ . a-.:.. .· ;-...!----- TILT-WALL UP PANEL CONCRETE -<1 -,.:~ .. • •• <!, -· .o'l . ' ·"' . 11---- HOLLOW METAL FRAME i"="==:!i_ __ 1 /2" SEALANT & BACKER ROD (EA. SIDE) '----CASING BEAD "---CORNER BEAD L__ ____ 2 1/2" METAL FRAMING -- /_ -ir----J-+-11--- SOUND INSULATION \1--11--- 3 5/8" METAL FRAMING @16"0.C. ~~~~~~~~~~~~!!Jii----HOLLOW METAL FRAME ----1/2" REVEAL (EA. SIDE) ~--- CASING BEAD (EA. SIDE) ------1/2'' GYP. BOARD L------- 5/8" lYPE "X" GYP. BOARD AT DOORS 101 & 105 -::?OOA~cA;:;,LE;'-:"=3..: ;.-::;1~:::o,=:;_;:· ;D:=;=E:.:T~AL=~---~0 ,------- 5/8" lYPE 'WR" GYP. BOARD ,------1/4" PORCELAIN TILE --;---J--+-11---- SOUND INSULATION \l--11--- 3 5/8" METAL FRAMING @16"0.C. ft~~~~~~~~~~~~II----HOLLOW METAL FRAME '----- 1 /2" REVEAL ,, . '----- CASING BEAD ------1/2" GYP. BOARD '-------- 5/8" lYPE "X" GYP. BOARD AT DOORS 107 & 108 -- ,-------- 5/8" lYPE "X" GYP. BOARD 5/8" +--+-++--SOUND INSULATION \l--11--- 3 5/8" METAL FRAMING @16"o.c. L----1/8" SEALANT -----1/4" PORCELAIN TILE L------- 5/8" lYPE "WR" GYP. BOARD AT DOORS 112 & 113 ~~~A~LE·::.3::i-. .-:i1~;:=:=~;-;.=. DE==..T:..:AL:..::~---0 4 -~: ·.~~ . :_ .. : . .;. '·_ .. ·-.q,"' ..... 4 4 ".··.; ... ~ . - . -d . .;1. <t • <I , _ • , " .•. - 4 ._ .---.-,--+--+--TILT-UP CONCRETE • • -- · .. • · . . <1 . . - -!- ' • . .s . WALL PANEL 21 • • 4. - • ~:.:.Jl· .. . : 4 . -4 • • •• <! u~--HOLLOW METAL FRAMt f--11-----2 1/2" METAL FRAMING -~--~--==~=-·=-~~::_'::_ -~==··=-=~-~--=·-~=-~~-~r-~-~(~-·~--r---5/8" lYPE "X" GYP. BOARD T A /,..., ............ . z 0 iii > LLI a:: 0 z (/) .- _.. , I w ~ 0 C/)·(!) xes <w CZ ..J. 1-:::- :> w "'al 1-1- ..a: a: 0::::> a..o <(() --8-...J u.<C oQ: 1->_::-:(:z > - ) {)~ WASHERS @ 12" O.C. • '--- 20 Ga. ROLLED ALUMINUM PAINTED GUTTER ~.c:=----"-- PL 1/4 CLOSURE STRIP WELDED TO OPEN END(S) (GRIND EDGES SMOOTH) 1------ TS 6X6X3/8 COLUMNS -=?'="c~.,.::~:;;-:.::;:3.., =-:1,...:.'!-::;;o·=-DE=..:.T.:;..;Al.=----J® ALTERNATE No.1 1-------- CONC. WAUL PANEL . .-.~ . A2 ..... • • -4. . .. : • .... -~ .-_ .... . ,-· .~-. ~: . ,/ -.~ ..... .· . .. . 4 . ~ . . . ... . . ~- . ~ .· · ... . . , . ... .;_ ... ·r -~ ·-" . .., ... · ·. ~ ~~==::;::;:~::;!- :• · <I : - . ; .:. <~ .. f J ·: •• . ·;,j <.> ·. • • • • ..• • .• • • • • . • • • • • • • ..• • • .• .• • • • • • • ... : • .<I • • • • ":' ,---- STANDING SEAK1 METAL ROOFING SYSTEM :·· .: ... .., -~ .. · .. · .. ·.I: ..(~. • 1 1/2" E.I.F.S. __ _J SEALANT & BACKER ROD ------' TRIM CLOSURE ANGLE--------" L 1 1/2X1 1/2X22 Ga 2" SLOPE 1 I 4": 1' -0" '--- TS 4X2X1/4 1-------- CONC. WALL (BEYOND) -::?:::::::c~:-'";=:3.:~:i--=:-, :1'!_~o:i'. DET=.:..;AL'-==----0 ALTERNATE No.1 4 1 ,----- COUNTERSUNK SELF-DRILLING & SELF-TAPPING SCREWS @ 6" D.C. ,---- 3/4" HARDWOOD PYLWOOD PANELS {EA. SIDE) ,.---ATTACH PLYWOOD TO FRAMING W/ CONTACT CEMENT & CONCEALED FASTENERS '----TS 4X4X1/4 STUB COLUMN '--------MILLED 2X4 TO STEEL STUB COL '-------MILLED IX-SPECIES TO MATCH HARDWOOD PLYWOOD RAL SCALE: 3" "-1'-IENeiATION 0" DETAL 0 lfo---- JURY BOX RAIL ,---- GLUED JOINTS GA METAL FRAMING 3/4" HARDWOOD PLYWOOD (TYP.) ~S~CA~~~:RAL(S) ~3~"t41 ERSECTION ~1~'~0~.~~~~~~~--~ 0 7 ~---APPLY CONTACT CEMENT TO FRAMING & PLYWOOD (TYPE ) 3/4' PLYWOOD (EA. SIDE) -- ------, ---4'X16 GA METAL STUDS i 2 1/2 5/32" 5/32' • i/ -.~ .,... .. ' ;,. "-. IL >;-- ,... ... J.--1 / r I FASTENED TO TS 4X4X1/4" STUB COLUMNS 9 /32" ALUM. REVEAL /GLUE JOINT COUNTERSINK SELF-DRILLING SELF-TAPPING SCREWS @ 6" O.C. .:::-~::7A::::~c.T:;;;N~. :::::.s.::.....;;;;;DE.=.;:T..;;..AL=---0 5 1 r----3/4" HARDWOOD PLYWOOD PANELS {EA. SIDE) ;-----HAJ":UNE JOINTS ,----TS 4X4X1/4 STB COL ,----~~U£1~_1X6 HARDWOOD SIDE) ,----~I~LIL@_ 2X_ ANCHORED TO STEEL STUB COL. @ 8" o.c. ,----STAINUESS STEEL DOUBLE ACTING SPRING LOADED HINGES ,---GATE ------ GATE & JAMB "'------1)(_ HARDWOOD TRIM SPECIES TO MATCH PLYWOOD ATTACH TO MILLIED 2X_ W/ CONTACT CEMENT & CONCEALED SCREWS BEHIND HINGES. -=~===cA-:':LE:;;-:.E=! =:3.~~:':"~-. ::o.F=-'DE=T..=..:....:Al.=---_,0 -4-------CONCRETE PANEL • ' .. '."".' 11.-. · ~ ·. • 5/8" TYPE "X" GYP. BD. . ! ·_. ""d.. . ~ . . < . • < ·· 7 /16' MDF PANEL SYSTEM :' . .. .· .. . . ~-,; ... -- ·Jl: . • ·. -~ ~- :d . .. 4 -. ... .. -_~-. -_· . : : ...' .. . .. . "' " .ll . . :. . :-" . -<~:...· :.: ....,~ . . .· ..~ . •·. 4 . . ., -.· ..... . -' · P.--1 A .- <V· • 4 . ' -:- • • : • .. • •• <t -~ • ........ - ~ . . ...• . lr---1 ... .. : . l<l • • - • .. ; .• . . . ., '-4 - • • • • 4" . : ... . '. -.. "' '. ~ .! . ;. ._ .. -4 ..... ,' .. ..:l: ... A. . -.2 . . · .. .---9/32" ALUM. REVEAL (EA. SIDE) ,---- 3/4' HARDWOOD PLYWOOD PANELS (EA. SIDE) '------- 4''X16 GA METAL FRAMING '---- TOGGLE ANCHORS @ 16' D.C. '---- 2 1/2" GA METAL FRAMING RAL l'ERW'IATION @ WALL DETAL SCA~: 3"=1'-0" I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I r----- 4'X16 GA METAL FRAMING (TYP.) ,-----TS 4X4X1/4" I STUB COLUMNS ,--3/4" HARDWOOD PLYWOOD (EA. SIDE) r-- j TS 4X4X1/4 STUB COLUMN @ 4' -0" D.C. 1/4'X4"X8" LONG BASE PLATE WELDED ALL AROUND STUB COL. CONC. SLAB 3/8" EXPAN. ANCHORS 1::! <( 0 z 0 (/) > 1.1.1 a:: d z (/) - .....J w ~ 0 DATE: DRAWN: DESIGNED: CHECKED: PROJ. NO.: (J)(!l xc <W.CZ .J 1-:::- > w --m I-t- a: a: 0:::> a.o <(() ..J_J u..·a. <C 0->1-_::-:(z > - ) ()~ 06-19-2008 BL REH . LC 02-1139-01 AB-3 LAPS W /CONTINUOUS SEALANT AT LAPS. POP RIVET TO "Z' CLOSURE -------1 • • • .II . . . <.I . ·. . ,.<1 .:! . • • "':. . : .. :i~. 4. :· .:. . ~~::7?0F~LE=::-:: -:3.,.....:DRAt.J=-1;.,.::._==:o.:=-=--=DE=T:..:.AL-=---i® SEALANT (CONT.)~--------'"""\------, STANDING SEAM METAL ROOFING PANELS W/ ROLLED OVER SEAMS ---------,. 301 FELT UNDERLAYMENT -----~ METAL DECKING ____ .../ SEALANT (CONT.) __ _.-- PURUNS-----------1 GUTTER STRAPS @ 4'-0" o.c. ' __ , ... -. .;- ' ~. ,,_ L__ PAIIOO> 8' W X 1 o• D ALUMINUM GUTTER '-----EAVE FlASHING W/ CONT. CLEAT FASTENED @I 16' O.C. ____ ./ GUI1ER DETAL Q ~s~~~LE~:~3~"~7.1.~-o~-~~=---------~ 4' LAPS AND CONTINUOUS SEALANT @I LAPS 1---------llLT-UP CONC. PANEL • t'v-:--'1----------REGLEf (CONT.) .,. .<1 ..• .. SEALANT SUB-ANGLE FlASHING -------""- • • <I ' • 11+1-.• ~-~,--"""'"-f- FASTENERS @ 16' O.C. 4 .. .• '~· .•. · '4.' ~ ·_'.; . ... • • < .d. ·. • 4 .· ' . FlASHING: 4' END LAPS W/ CONTINUOUS SEALANT AT LAPS "Z' PANELS W/ROLLED OVER EDGES -, -- -t .A,'"' • <I - • -~ • .11 •• : •• ..... ... • .. .: . · .. ·· . ·· ... -~ A .<I • "': • ,:f. , -• A· . A. ·~ q ... ..-· -____ __. __ ._ ___ ,. ·. • '· .. <I . • .· 4.• .'". ' : . • . .. -~ ·. • . • .d. .. . : ·. .. EN) WALL DETAL ~ .;SC:;A,.:::LE:~· --:N~O.:.,S;:C:;;ALE:;:.....=..:~.:..==----------1~ • • <I • • ·;, . . . . • '· • 4 .. ' • . .4 .. .... • ' ~ . 4.' '<: ~----FASTENERS @116' O.C. .-------FIELD CUT & FORM LAST PANEL r--- 30U FELT UNDERLAYMENT .-- CONTINUOUS '2' RIB W/ LOCK CUPS @I 36' O.C. W/2 FASTENERS PER CUP. ---ROLLOVER SEAMS '---6" POLYISOCYANURATE INSULAllON W/ 1/2" PL'tWOOD TOP LAYER DECK '------~CONTINUOUS SEALANT ..;:~~cA::=;LE::71 :=· -:-1'!'~2.:=-~=1::;:.::::;o.FDE=-::T.:.AL=-----® c ~ - ' to BEAD ROlJN) P&ETRATION DETAL SCALE: 1 1/2" - 1'-0" I CONC RETE WALL PANEL I I I AT 3/8" CLAMPS-NEOPRENE PAINT P ADS ~ r -= ----- METAL PIPE CLAMP 5 o 5' -o· o.c. ¢. DOWNSPOUT I 1/2" 1'-0 3/4" I I I I I I ' ...- I • I ~ I I -~ I I I I \ I I 5/- AB-2 1' -o" • • ' A •• . ,• 4· < .. 1'-1" .. 4· " .. ' .< • .• .• • . · .. :d-.,. ..• . . ' .•· • t• <N 0 1- .. ' .. . • • .. 8"X8" ALUMINUM DOWNSPOUT-PAl NTED 3/4" ~ - 8"X8" ALUMINUM PANEL JOINT CONC. llLT-UP PANEL WITH UNER FORMED RIBS DOWNSPOUT -PAINTED PAINTED .ALUMINUM COLLECTOR BOX ,-----CONC. llLT-UP PANEL SINGLE-PLY ROOFING MEMBRANE FULLY ADHERED TO CONCRETE SHOP FABRICATE INTERIOR SIDE FLANGE AND INSERT INTO FLANGE OF CONDUCTER HEAD TERMINATOR BAR AND FASTENERS PREFABRICATED CUSTOM CURB FLASHING FULL WIDTH OF STRIP MASllC W/SEALANT OVER SEAM 4" DOWN INTO DOWNSPOUT . • .. .. '------24 Ga. FIELD FORMED METAL GUTTER & FULLY ADHERED TO IT --""1 , · · ~; f---..1---~_,:::::::- W/OPENING COLLECllON BOXES ·• .· ...___PURUN 8"x8" ALUMINUM GUTTER W/ FLUOROCARBON PAINTED FINISH ------- ..• .,. . ·. .~1-. -------llLT-UP CONC. PANEL ../1 . • • • " "' -SCALE: =GUTTER,~-:1 :--1/~.1-.=2" -:":1 :DO:- :F:1' :i;o• WNSPOUT=.;;.....:::..c:::...:..:./..::.COLLE-=l=E=C-=-TION=-:..::.....::B=O=X-=-=DE=T=AL'-\.=:4 -__f;) \ - - .-~<'o'' ·--~ .. -.-.. • ' - <1- • 4· .. · 4 ' "" . . .. --r-,p• ·---t---------ELASTOMERIC FINISH SYSTEM 4 · •. '-r.' . ·• • • 4. • ... .. .4 .. :l .. •. . . • .. .c. . . . . .. ,:/ ... .. :· ' ·.a . IJ. • <I ' . • FINE SAND ANISH ~-SEALANT (CONT.) \ ......... ,. ~TERMINATION BAR FASTENED @ 16" O.C • ~-CLASS "A", 60 mil ROOFING MEMBRANE FULLY ADHERED TO 24 Ga. FIELD FORMED METAL GUTTER ...--SEALANT (CONT.) STANDING SEAM METAL ROOFING SYSTEM 1 o· ::..::-.-:_.,, .. ··:·•·::· 6" POLYISOCYANURATE INSULAllON W/ 1/2" PL'tWOOD TOP LAYER .. ' ' .. . . :)::~:2~~~2:- METAL DECKING '1<-- > ~ :.F :;=:::=s~;··· ~·:· :· ·::··:· ·· -30# FELT UNDERLAYMENT d, • . .'4 . . • ·,. '-----24 Ga. FIELD FORMED METAL GUTTER 4 . • - .<1 . ,• ". • ----PURUN • . 4 '• ·· .' • · . . " . 1--------llLT-UP CONC. PANEL '4_' GU'ITER DETAL (;;\ ~s~~~LE:~·~1~1/~2.~-~1'~o-~~----------~~ 1~------ FACE OF BLDG. WALL 1--- 8"X8" ALUMINUM DOWNSPOUT -PAINTED CONC. SLAB (SEE CML) " ' SEALANT_/' < .• OF • H ' .. .. y RIGID INSULATION TAPER TO o• IN 18" OF RUN ' .. i • ALL AROUND . .. • "" • METAL ROOF DECK 'k--v ,-- CONC. SLAB (SEE CML) i/ I ~· .. • ..... • .. ~ L a" ~ L .. • • .•. • . ~ ~ ~ ~ ~v' ~ -:::~::-:7-A~~WNSPOUT:1 7'1/;:;2 •• _=::.1::.. ;;.. ..::::, o;-· ----~® ~~ 1~~ow DOWNSPOUT (D !<=( ! Cl z 0 Ul 5 w 0:: ci z (/) .- .;;I ~ w Cl DATE: DRAWN: DESIGNED: QIECKED: PROJ. NO~ SHEET: CJ)(!' •. x- wc <CZ ...J 1-::- :> w -m 1-i- a:a: 0:::> D..Q <(() u....J_< J oQ: 1->_::-:(z > - ) 0~ 05-19-2008 BL REH I.C 02-1139-01 A8-2 11------t----i---1 5/16 INSULATED GLASS IN 6" ALUM. FRAMING SYSTEM 1-----+---1---1 5/16 INSULATED GLASS IN 6" ALUM. FRAMING SYSTEM r--f---SHIMS r-+--1/2" SEALANT & BACKER ROD (EA. SIDE) ~;;;t::;rr---1/2"x4"-"CORIAN" . ·. '---''1' BEAD ,. "'-., . .. . .. .. ~ ... .: .... ' . ,9:' • "'-~ .. . . ~ ' - .... . ' -. - . ..:> . . · ... ' ~ - • _. ~ . ..'. .l::c..,.:..k---,,<:::;H---CONCRETE TILT-UP WAUL PANEIL ..; . ..~·- . 9 ..... ~' .-. .. 'Si : "'-" . -. . .. . -· . ' . • . . . -... : ... ·.;..._ ... ·- -~---­ :. <;j ~ • • _. <; • ':...,_' · .. ~- .. ~- .. _ ; " .. '- -~ : '<l •• • ...... ,. : .. . .. ""! • .. • . • . . . . : : -._ . -~-;. . -~ .. : ' ~ "· ••• " $1 • <1. • ·"' • .. • ; .. _ +.}--5/8' TYPE 'X' GYP. BD. --+~-2 112" METAL FRAMING @16" o.c. r--4·" RUBBER BASE ,-S(;HED. FLOORING -~=-----i-1_· -A.,. ·-·· ...... . ,., : . '1:1 ·.- .. . ~ .:. ' ... .. "' ~ ' ·. .·? . 7 1/f' _, . . ~ . "': . ·"' : .". . . ·<I • - ... . • -{<' . "'-- ~- _"'. . " . .... v .. ... "" . - . '1 • .... ·"' • • < .. _.... '<I' -~ .· ... "} ·-., : .,. .... . .·".' . '1... • . - . . . . -.. _ • .• .- . . -q- . 4 . . . 'I . • ' ~ 'I . r-- BACKER ROD AND SEALANT • . • .. • . ,<I· ' ... :. .' •. "' ...... :.;! ·. • -, . . . .•... .;] -_"' . . . " . . . .. . -..... •• • " "' ., • • "' 11 . "' . '9 "IJ • ... • "' • • .. . .... . .. • - ' - : . 'I - . • . ' • • •• -.. ·- ... 'I! ••• --~ . """' ' ''1 . -·"-"'. . . . . : ... ' . -. : . ~ ~: . :9 . . _ :-"' . . v .. .. . . .,_ •· ..• '-.v·-q:< .... -"' • 'I ... "' CONCRETE TILT WALL PANEL '---,...- CHAMFER (1YP.) 7 1/4" ~.~ ------- I .. - -..;.'II .. : • <1. . . . . • .· .. -~-- d~ .... _ -· ·.,·.;. -· •• : -~-- --4 _..-A lt . .;• ;·· · ..• .•. .• .. ~ _.-c:.· --+---CONCRETE TILT-UP WALL PANEIL .. ., . .._ . ., ,.. 4 .. .. . ..;~ •: :. ~· ~. ) : • 3/4' HF.S. .·- . •. "' ·- . .• ... • .. _4 ""d.. •. :_'" ~ "· .. ~ .. _., : i ' . :-. • d .. .• . ." .."<. l • • ~ . .4 , ·. • ._. . < • -· ... •' ....., ·<l .. • ·..-4 4. .... .. "' ·" ' ': -· " • . " . . " ' I 4'x18Ga. METAL FRAMING @16' D.C. ~ 3/4' E.I.F.S. L- 5/8" lYPE 'X" COMPOSrrE GYP. SHEATING ~~~::~T~,AIL~3~"~1.~-o~.--------------~~ BACKER ROD AND SEALANT EXTERIOR SIDE 7 1/4" f ~ ' -· . • b. . jl. . . ~ . • ' • ' • • • I> ' • • • .. • • ' 1>- • • (1,. ... • :·~ ._b.• .· .. • : ..... ' . -~ .. . '~o-<1' ..• ' . .c... . . ,(,; ·. b. .. ".. '· I> . ."" .... 9." . ' . ... . . ~ ~ e.-' .... 4·' . j:,. - .. • <!:. • - •· 4 • I>, • . • . • • "• 0: - .• ·"' "-: _:_ ., .. . . . . . . . .. . .. .- -. ~t-· . b. . . : 4 : ... .\. • • 1:> t>: r:. :. . • . . I> • ... • 1---CONCRETE PANEIL INTERIOR SIDE -;:~:i-.c~::=;:LE;:::;.;: 3.:=-:-1i=.JOtrr:::;o.;:.=-:-=--:DE=T..:.:..:AL=------10 7 1/4' . . . .... . CONCRETE TILT·---f-'l-4 . ,;-• · , .o. . .. • : WAILL PANEL ·. · ~- . ' •' INTERIOR SIDE •· ' .. .. . 4 .. ' . .. BACKER ROD -~--!-"-~-. '-.. ... ;.__, · · 4 AND SEALANT . ·• • 4· . ,.\ ·' .•. <~~. 4 . ·--ci " . .i EXTERIOR SIDE 0 • . . -1 .a <1 • -~. • , <1 • ... . "· . .... 4_ <1 • • • • :· • - ~ . . -" ;.j"' . 4 • • •. ",· .. -.. .... 4. . . f'- . .. . • ·.q .. . 4. • • • • -q :. ' ,.,. • <I • .- 4 .:1-_ ... ~ •• • •• <1 ~ .. ... .· a· ... - .. <. 1 . • • • • • ._., . .1. . • . . '-:' -~- .. ·.. ... _.; ' : <1 ' • -11._. : 4 .• ., -1 .. . . ., • •• -1!>. • .4 . . .. . . ·--""'·· 4 ..;<1 :-1.·. • .· . <I . . . ' . . • •• -<! •• ' . 4".· • .. ::: ~ ' • . .d' - </ BACKER ROD AND SEALANT INTERIOR SIDE • "<I.-~- ••• :-1:1- .• . 4'- 4 ' ,.\ --1 • ~- : • • • . "'· ... ·. . <I <11:1·4'·4_,·_ 0 • •• . ' •• </. .iJ 4 . • . . <1 - •••• . • . . "..: . 44 . ... ... "! 4 .. -- . .; ... .. . . . <l " ..... .. . -114' . . . .. ". .. 4. -"-·- •" . <·. 1 -.. . .. . . . .. , . ' 4· . .. . • : lit . • EXTERIOR SIDE ' .. ."'!. . :d - .· d • • • .... ..1" .. "'!' CONCRETE TILT---h-,._ <1 • . , • • .:1<1 . • WAILL PANEIL · · · ' . . . •· - •• -q • _. .41, . . .d . - • <1 • • --ci .. .. • l 7 1/4' • l PAffi.S COtECTION DETAL SCALE: 3"=1'-0' +.--------,.==~1-1---5/8" GLASS MAT SHEATHING ,.......;'--l--+---6"x18Ga. METAL FRAMING @16" o.c. i----5/a" TYPE "X" GYP. BD . 4"x1aGa. METAL FRAMING @16" o.c. 2'X2' ACCOUSTICAL TILE CEIUNG SYSTEM 3/4" E.I.F.S. ~----'~~fl--j'----- 5/8" GLASS MAT 5/B" TYPE •x• COMPOSITE GYP. SHEATING SHEATING 1---PAINTED GYP. BD. -"-=,..L-t--4--- BATT INSULATION ---1--l-+~-*---1--l-----2' E.I.F.S. ~~~c~=~~-~~~~-=1~·--o~.------------~~ 1/2" TRAFFIC SEAlANT--~ --- CONC. SIDEWALK 1----+--------1 5/16 INSULATED GLASS / / Ll . ~. 4 . . q . · IN 6" ALUM. FRAMING SYSTEM ~-----SHIMS ~----- 1/2" SEAlANT & BACKER ROD (EA. SIDE) :;::;::;:~---- 1/2"x4•-"CORIAN" Ll '---- "J' BEAD '---- 7 ja" METAL FURRING a· CMU W/FULLY GROUTED CELLS r--- 6" PORCELAIN TILE BASE ~- PORCELAIN TILE SET IN EPOXY CONC. SLAB & FND. RE: STR. DWGS • .. . " . & :. · . .d . ·- #· "! · .• 4 . "4·' .4<1 -..'· .: .4-:.....•4 ."'· ,<1.· <1 4(1-_;,_, --.... _,· ~ '.d . .... 4 ... - .. . <1,:1 ... :. 4 •• -<1 .4. • ••• • • . : -<1 •• • 4 "-4.- 4<14 ....... <f,·· . ..,·· •• ·..::!,. _·.-· .. .,_. __ - -.;_ • • -.<1 _·_ --. ·..6.·,;,. .. . '<!o ..... <1 <> _ _.1 ·. 4-,. _-<~." • _<1: • • : 4'- .:' ' <f· . i_- .. ·-.-q"-.11: 4 • :g .... .- . --: . . · . :.:l - 4"! . ..1 .,. • -q "4 . . 4 -- "4. iiJ- <1 '. - 1: .'J - 4'. .. .d" <1 ..... ,;_-:~. . • "4 4' "' .d 4 •4 . ' - '"' :~_ . ..... ·•. _·· .. · . ~ ' • -----...::l :·...;.-....... .___.;..., _~.....;;;..·_-. . .. . -. - ... 4 ·- .. . .d ':4 . -..'=. "=' "'=..... ~·r· • ' ..<1 ...• ... ·:..·_ ... _ __,_ 2 ·. -o: ...... "': . . . . . . . .... • • • .:1 '. " -., • ..... .. <-1- . • ,tl . • • . ' <I • "'--SEALANT & BACKER ROD • <1 • • • • 4. . 4 • ... .iJ. • ···~~.,+-----CONCRETE TILT .. WALL PANEIL 4:! __ g_ ··. ~ .... .Jj ~- l • 7 1/4" • l PAtELS COIECTION DETAL SCALE: 3" -1' -o· . .. : ~ . • ._tJ •• ""' ' tJ • • • ·. ~ . 4" . . ' . ;, . • 4 .. .d_-.'111 • • • : . ,.· .:1 . 'ii- 8 •• VINYL COATED METAL W / FIELD WELD SKIRT 2XB TREATED WOOD NAILER ---CONCRETE TILT-UP WALL PANEL ---3/4" E.I.F.S. J . " • -<1 • • -1 _"! __ "' .· ... . . __ --4. • .; : _..-- POLYSOCYANURATE CRICKETS . .id • : "' . . .,. . . .rl . . . 4 . ' '• - ... .d ..... -.;.··_·-<~.-~·-<~"'" '<1 . _, . . . . : ~ _., ... . . . . -<•• 1 . ..' ... . - ., . : ,- . : . . . . . ·. ' . . _. .... . . . . .. ..... -: ·_. . ' - . •, . .•. . . .. · .... ~- . ~- · .: -" -~~~:·_~-.-"- '4".· . 4•(. ···.-~ <1 '.!i"!-' :~~=:-= -=--·=--·~~-- - -- -::-- :.··.------,-- :- .;·::::?"~~ . "' ; . • :<1 ' .d tJ _· • • • ' •• - . . -<~.::1:1 .. ... •· . ' . : <1. : •• - -d 4 -"Z" GIRT A - -<1 _I} • •••• d ... <1. '. <f4···· . ' .. 4 <I. tJ •• _· ~.,.- • -1 ~ __ ... ________ _ .. · . _•"1 --~·; .,. . . .. . "' ·. . ti'· . :· . . ,• • .Or . ~ • . '.ll • .,. ... ·"'· ._~ . . . ".4 . -;:~-::-_~.:::;:::3.;;LE,--1;::., ~o:::: :-. :DE:::.:T~AL=---~0 7 1/4" .•• : .;<1 . . . ~ : . ... ·. ., .... :- . ~- ·;,_" ... ' " · .. ... TILT -UP WAUL PANEL L3X2X16Ga. 6" POLYISOCYANURATE I NSULATION W / LAMINATED 1/2' PLYWOOD TOP LAYER METAL DECKING ,$4.. ..- .. • .• , --!--''---'·=-· .,..,_~"--'---'4---3/ 4" E.I.F.S. . "' /'_ <i ' ·-."' _- ... .• . • . _- ii. " • "'.: <~ . ~ • .- . . .,. ·. . -· A . ." ~-- SHIMS ~ ·.· .. ' - "d- . -· .... · - ' 1 X3 WOOD BLOCKING • ~- ' . .;_ ' "" :... ... & .''! . ' ., .-- . . :,. -4 .. . ~ . '--A.CCOlJSTICAL CEIUNG '---PAINTED ALUM. ANGLE '-----1 /2" SEALANT & BACKER ROD (EA. SIDE) 11-------f-----1 5/16 INSULATED GLASS IN 6" ALUM. FRAMING SYSTEM WNlOW tEAD DETAL SCALE: 3"=1'-0' - -.- ~ <( Cl z 0 Ui > w 0:: . 0 z CJ) - ~ ~ w Q ', ' .. --· CI)C!J xzs <W.CZ -..J t-::- :> w -m 1-1- a:a: 0:::> D..Q <({) ...!..J u..<C 1-o9: >_::-:{z > - ) {)~ u l __ ____.J DATE: DRAWN: DESIGNED: CHECKED: 05-19-2008 BL REH LC PROJ. NO.: 02-1139-01 SHEET: AB-1 '---r+----1" A-C PLYWOOD· H+----------------------J-t-----1/4" A-C PLYWOOD (BACK PANEL) 2 8 JURY I CONFERENCE ROOM t::o·---1/2" ¢ STAINLESS STEEL 16" LONG PULLS (BRUSHED· FINISH) 1----3/4" HARDWOOD PLYWOOD FRONTS DRAWERS 3/ 4" PLYWOOD 1/2" PLYWOOD W/ PLAS. LAM. 2X8" @ 12" O.C. ~ ~~~~~~~~~~ .. ~1~ ~~o~ .. S~E~C~T~IO~N ____________ ~ 7 t 3/ 4" 1 ' ,---- 3/4" HARDWOOD PLYWOOD PANELS 1/4" 1/4" ,---- T&G JOINT W/ STRUCTURAL WOOD ADHESIVE 9/32" WIDE SQUARE ALUM. ---..,~r\1 REVEAL INSERT VI/ FULL BEAD OF STRUCTURAL ADHESIVE ON BACKSIDE, ONLY, TO HIDE SCREWS WOOD FRAMING (BEHIND) '---- COUNTER SUNK WOOD SCREWS ,----!,.------3/4" HARDWOOD PLYWOOD (2 LAYERS) 3/8"¢ BOLTS, WASHERS & NUTS ON EACH SIDE ~----CONCEALED FASTENERS @ 16" O.C. ,----- 3/4" HARDWOOD PLYWOOD (DESK SURFACE) '---- 1'' HARDWOOD PLYWOOD W/ PLASTIC LAM. FINISH HARDWOOD BULILNOSE TRIM SPECIES------' SAME AS HARDWOOD PLYWOOD '------ 3/8"¢ BOLTS, WASHERS & NUT '------ L3X3X1/4" X 3 1/2" LONG ON EACH SIDE OF 2X4 --~ c-------2X4'S (HARDWOOD)@ 16" O.C. -It----t -------3/4" HARDWOOD PLYWOOD ------- 1/2"¢ CONC. EXPANSION ANCHORS @ 16" O.C. .---CARPET COURT SCALE: 3" =1 '-CLERK'S 0" DESK SECTION 2 7 ' 3/4" HARDWOOD------~ PLYWOOD (U.N.O.) 2X4 BLOCKING CORNER DETAIL END DETAIL SCALE: 3"=1'-0" r--?X4 BLOCKING SCALE: 3"=1'-0" ,-----3/4" HARDWOOD PLYWOOD (U.N.O.) r---HARDWARE FRAMING (U.N.O.) l'H---- -1" MILLED HARDWOOD AND CAP TRIM SPECIES TO MATCH HARDWOOD PLYWOOD "T" INTERSECTION DETAIL END DETAIL SCALE: 3"=1'-0" 3 -"~ "' ' .' - ."...." .. .. 7 N I r-- ~ U') 3/4" ........ .. SCALE: 3"=1'-0" '------- CONCEAL FASTENERS IN REVEAL @ 16" O.C. _.-------- 3/8"¢ BOLTS, WASHERS & NUTS ON EACH SIDE ,------coNCEALED FASTENERS @ 16" O.C. 3/4" HARDWOOD PLYWOOD (bESK SURFACE) '----HARDWOOD PLYWOOD HARDWOOD BULLNOSE TRIM SPECIES ____ _/ SAME AS HARDWOOD PLYWOOD "------ 3/8"¢ BOLTS, WASHERS & NUT '----- L3X3X1/4" X 3 1/2" LONG ON EACH . SIDE OF 2X4 ~-&Ht-------2X4'S (HARDWOOD)@ 16" O.C. --HtH----l-ttll-------3/4" HARDWOOD PLYWOOD r--1ttl:lr------1/2"~ CONC. EXPANSION ANCHORS @ 16" D.C. .--CARPET ~ 1 COURT CLERK'S DESK SECTION SCALE: 3 "-1'-0" w f-- <{ 0 z 0 (f) > w 0:: 0 z cn·C!' <CZ (~ .-./.-J ) ~- I-X(W . .S - ..J Cl w w ... :m ::> 0 ~ ~ 1-O::1- a: $ 0:::> ~ - ......J J <c.(.(o ) 7/8" 0::: --I_J 0 " -1- w ~ 0~ u..<(C ) z - 1->_::-:z > - O::E _, i DATE: 05-19-2008 DRAWN: BL DESIGNED: REH CHECKED: LC PROJ. NO.: 02-1139-01 SHEET: A7-3