Towne Center Blvd Plans Service Merchandise (from 1995) (a)II
SERVICE MERCHANDISE
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7100 SERVIC'IF MERCHANDISE DRIVE
BRENTWOOD) ,TN, 31027
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PROJECT ARCHITECT
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STEVE YOU�; ER
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(615) 660-31221
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PROJECT MANAGER
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JERRY SIMnN
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(615) 660-3525
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THE SCOTT PARTNERSHIP
1900 SUMMIT TOWER BLVD., -#260
ORLANDO) FLORIDA 32810
PROJECT ARCHITECT
ROBERT A. GUALTIERI
(407) 660-2766
11
PLAN RMEW DATA
MUNICIPALITY; CITY.
OFSANFORD
BUILDING CODE;SBC
19- 91 EDITION
OCCUPANCY;
MERCANTILE
TYPE ❑ F- C O N S T; S-8C TYPE
IV, UNPROTECTED
SPRNKLERED
SPRINKLERED;
YES
BUILDING ON SITE;
50,675 SE
BUILDING HEIGHT;
_ 3�'
TRAVEL DISTANCE;
_ 2001
DEAD END CORR, DIST;
50'
MUM) BRASWELL, MIDDLEBROOKS
1.801 LEE RDI, SUITE 320
WINTER PARK, EL 32789
PROJECT 'ENGINEER
WILL BRASWELL_
(407) G45-3423
MECHA AL o ELECOTMCAL WADE TYPE_---
�L���T�Q�Q�
12' C.M.U. EXTERIOR WALL
.. E-1
LEGENDS SCHEDULES
DATE:
2 jUK i 995
DY{;
E 2
POWER
R SIGNAL
PLAN
(_
K T A CONSULTING T E N �� I N L_ E' \ S
� 6 NON -RAT METAL STUD WALL WTIH
ONE LAYER OF 5/8 'GYPSUM BOARD BOTH
, �
E — I� 0
j TT t�
DOCK POWER, LIGHTING Ck
LOSS
CHECKED BY:
_
430 EAST S1_ MORAN
SIDES. FROM FINISH FL, TO BOTTOM OF
DECK ABOVE,
PREVENTION PLANS
PROJECT NO;
95D11TSPA
(� �` 7(
R I A 3/
C A S S L B E R R Y, FLORIDA
�16 6' I-HR, RATED METAL STUD WALL WITH
ONE LAYER OF 5/8' TYPE'X' GYP. BD.
FL. TO BOTTOM
E-3
T
ROOFTOP ELECTRICAL PLAN
U
BOTH SIDES. FROM FINISH
OF DECK ABOVE.
E-4
JEWELRY POWER & SIGNAL,
PLANS
6' 2-HR, RATED METAL STUD WALL WITH
m TWO LAYERS OF 5/8 ' TYPE 'X' GYP, 8D,
r—
T
PARTIAL POWER PLANS
PROJECT ENGINEER
BOTH SIDES. FROM FINISH FL. TO BOTTOM
OF DECK ABOVE
E 6,
LIG.HTI_NG PLANS
® 6` 3-HR. RATED METAL STUD WALL WITH
E=7
VEST, � SIDEWALK POWER
p T
Oc LIGHTING
PLANS ....`......... ... .-V
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T A L C T f5 (-1 H f 1 N
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FOUR LAYERS OF 5/8 TYPE X GYP. BD.
BOTH SIDES, FROM FINISH "L, TO BOTTOP4
OF DECK ABOVE.
LOSS PREVENTION DETAILS
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(407)
834
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21/2' -L MEMBIE TE. OMINIMU H CIA
'MM
STP
EL UCTION' N c
4 K A a0,MOI$T%Nsv BEFORE oROuTiNo. IRON AND
BR'lp_ LL BIER Pur" ANP INWA MEET, THE
STOOL iNaTltUTS
ejj STANDAR
ING', R 4NT, 0 F TH D
NOaCP90 IN
M5 AMAi6NR,y :cntRoss 9 9HAL, BE FULLY BMI:) 41-UMINUM MAS MASONRY
TEREVIEW AND DETERMINE T T. ALL �eRjpcviNG MAXIMUM
sPpICiFicA. i(:�Nr* FOR opeN wr=5 sTsm.'jois
M'ORTAIR AROUND Acs"s To BE GiouTso. ALT LTERNATE MAX
aAND IG MPR
A M, MTWEBN ARCHITECTURAL PRIP(�o(NG N oHOR SHALL $0 COMPLETE
LY INSTALLS
ARCH' ARC m5m MSTAL'5UILDIN 190
AND STRUCTURAL D'I AWINGS PRIOR TO PABRICATION9CR atFOR=M r N$TRUCTION LOAD$ ARE PLACED ON THIS JOISTS. HiTmrT(URAL) 0 9 .
M& THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL, 6.T.M, AMERICAN $0010T*T' OF: Mc MOMENT'CONNECTION
START or. cONSTRUC.TION. T SSO to RMC 'Il , I if
Hs LAST TWO JOIST $PAC-85 IN A LINN OF BRIDGING GROUT MUST BE NOT LESS THAN 2 x3". MORTAF2 T S MASONRY CONTROL JT Summit'
'rXu TYPE, STING MATSRIA1 5 MECH MSCHANIC4"'
FIN$ MUST N -P
G2 THE 1�w ORAL CPNTFACTOR BHA" PROVIDE ALL MSA�URN$ BLIOCK PLACEMIS T PROCESO$, AMERICAN WE, cllr,�G
T THE LL;H4,NGSR5 TO SUPPORT MO HANICAI 7MUIPMONT, OTC. TO MRT4R!:)ROPPIN0$ MUST 55 KEPT OUT OF 015"S WHICH AR I T Y MEZZ ZZANINE Tower
TO PROTSC STOUCTURE, THE U .,,K pa t� r . ' 4 , ;6P MFIR MANWFACTURE(SR)
%,DUR CONSTRUCTION. HE SHALL BE !a;,WPR0RTsp 5r T.HA'DOTTOM CHORD OF JOIST6 $HALL BE UT100.
U AND 0 RqC MIN MINIMUM
T THM WORK AND BE mssPoN L�OCATSD, AT THO PANOL POINT OF THE JOIST. lF,HAN05MRS
615LE OR. MI REINFORCE. WALL 6 WITH I ADDER TYPE (ASTM A-a2, #6 -GAGS MO MA$ONR*r OPENING
MUST 153 LICCAT11D eST11,115MN PANEL PC' INTS, PROvIDE JOIST 1.
IBOTTOM OP me METAL STUI:�
WIRE) QUINPORCEMENT SOUAL TO CURO-WAI I IN 9MV JOINTS GiRID BUBBLE Suite
STjFPMNtR$. LI 1/2 x I In k 3/1,;b JOIST Sir-PENkIRS must 'EBB BOND 50AM MTi METAL
H NOTCHED OP. INSTALLOCPROM HANGER TO OPPOSITE CHORD PA I NOL POINT .0, MEASURED VERTICALLY PLACE ROM MPR IN$TF2.
53 NO 5TRUCTURAl M15�153R At L 55 r BUILDING
OTHERWISE REOUCHr.)f IN STR19N6TH. BOLOAD IS APPLIED, LAP ALL. HORIZONTAL JOINT a", MIN. 5LW E30LOW 260
�54 THE GENERAL CONT F SJ6 CONTRACTOR To PwRi[SH BAR JOIST CERTIFICATIONS siGN-c ma WHERE SHOWN, COMES OF BLOCK MASONRY SHALL BE! FILLED am BEAM Ne NEAR SIDE Orlando
SHALL COORDINATE ARCH ITSCTUR.4L,,,
WITH GROUT WITH MINIMUM COMPRESS11/0 STRENGTH Or- 3000 50T BOTTOM NTE) NOT TO SCALE
MOCHIANICAL,ANIP ELECTRICAL DRWINGSPOR ANCHORED, NDSMAL51:> 15Y AN IONGINNER IN THE SAME STATE 54SE PLATO=
MM50=�MV, %,IPPPRT0I:) IT HM6 WHICH AFFECT THE 5TRI�CTURAL THE PROJECT LOCATION. PSI AT 2E� DAY$. GROUT SLUMP SHALL BE 5" TO ir r-6m NORTH FL
-Y THE SRYD Notjr ARCHITECT/M 4INSSQ r- .4Nr'
SJS FOR NET UPLIFT SEE Roorm ;qo�\miNa, PLAN. 5Q5 BEARING 32810
PROIADS UPLIFT BRICGING. MIZ GROU FOR P1.1 LED CELL$ SHALL BE POURED OR PUMPED IN 5IRK BRICK 04 O\/SRAI L
LIFTS NOT TO EXCEED SIGHT (6) FEET IN HEIGHT, AND SHALL as 50TH SIDES cc: ON CENTER 66
ALL. SUBMITTAL eST�1, $HALL'CONSIbT OF I SEPIA D2 BLUE 9.110 ALL SPRINKLER AND ROOF DRAIN Pipes mu�51` BE SUPPORTIED 159 CONSOLIDATED AT TIME OP POURING BY RO!Z)DIN5 OR HOO R Tf H ARROW 15TJ
501 TED TIE JOIST OD OUTSIDE DIAMETER
LINES. ANY ADDITIONAL 5 LUE LINES WILL BE DISCARDED. NO r-umHsm THAN 3" FROM THE JOIST TOP CHORD PANEL 5TWN BETWEEN OF OUTSIDE FACE
G:;b ANY SUBMITTALS ROCSIVED BY A/M THAT WAA/S NOT BEEN POINTS. THIS WILL 1513 STRICTLY ENFORCED. WHEN OPNG OPENING
PERPONCICULAR TO JOISTS, HANGERS SHALL BE PROVIDED MIO PROVIDE <NO(;< -OUT CMU AT BASS OF BACH FILLED CELL
CHOCKEr? BY THE AND HIS SUBCONTRACTOR SHALL 513 OPP OPPOSITE SL#AAC001 155
RETURNED LUITHOUT-IRSY19W. EVER -To OTHER JOIST (APPROX CC)_ WHEN PIPS6 ARE TO LLOW',ASUAL VERIFICATION Or- COMPLETE e-55ROUT
CENTER TO CaNTSM
PARALLEL TO JOI$TS, TWO CASES SX16T. FIRST, PIPES THAT ARM NSTRATION (FOR IFTS OR LSS$,A <NCC<-CUT C/C
W ALL secTioNs .4NposTAil-S SHALL E313 CONSTRurn� TO BE 4 AND LESS MAY 50 SUPPORTED SINGLE JOIST WTAT BASE OF LIFT WILL NOT BE RMOUIRED). CANT
TYPICAL 09R 6IMIL4 RI UNLESS ANOTHER SECTION OR DETAIL HANGERS NOT TO EXCEED OC. SECOND, PIPES THAT RE C5 BEAM PERPENDICULAR
IS LARGER THAN 11 MUST BE CENTERED BETWEEN TWO JOISTS AND M11 VERTICAL REl"I ORCIN* MUST HAVE A MINIMUM CLEARANCE ELEVATMN SYMBOL. PC PRECAST SIGN SEAL
or- 1/2" TO INSIDE PACE, \/SRTICAL BAR 'LAP -- 48, x BAR
SUPPORTS!:> FROM L4X4X';p"/I6 NGLE BMARINC"z ON JOIST TOP
cc. FORCOMENT IN WA.ILS SHALL BE CIP CAST IN PLACE PLATE
DIAMETER. VERTICAL RON?"
FOUNDATIONS 0 PANEL POINTS WITH SPACING NOT TO EXCEED IV-0
eSCURMD AND LATERALLY SUPPORTED AGAINST DISPLACEMENT CJ CONSTRUCTION JOINT GENERAL CONTRACTOR SHALL. COORDINATE THESE OsauimsmsNTS PNL PANEL
AT INTERVALS NOT EXCESCING IS2 x BAR DI AMSTSM NOR 10 FT. OR CONTROL JOINT r_
CONTRACTOR IN.CONJUNCTION WITH -.ssoTsrHNICAL PISLt� WITH THE APPROPRIATE TRADES. Ir 1:56P POUNDS PER
I CENTSIRLINS
S�'ALL 1:)STUMMINg IF ANY UNSUITABLE e6lUARE FOOT
FO
M12 GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD Lf. Q.
PISCOVERED DURING EXPAVATION WHIC�4 P&I POUNDS PSR
BE STOPPED (11/2") BELOW THE! TOP or- THE MASONRY UNIT REVISION MARK S(SIUARE INCH
CM CONCRIETS MASONRY
WOULD PRZ\/ENT ATfiAINM'I,1-NT OF THE DESIGN SOIL PRESSURE rMU CONCRETE MASONRY UNIT
SOILS REPORT. TO PROVIVE A <=My PwoR weew;tusw GROUTING.
RECOMMENDED BY THE TILTUP PANEL PTN PARTITION
COL COLUMN
CONC CONCRETE
SEE FOUNDATION PLAN. -FRT REINFORCING. TrP
;i:�uNc ON VALU S M13 SOS FOUNDATION PLANS FOR ALL V
TUI ALL PANELS ARE \/ISWe0 FROM THE INSIDE.
REINFORCING SIZE 4 SPACING SHALL BE 450\/- CONN E
CONT CONTINUOUS
TU2 PANEL THICKNESS SHALL BE! AS INDICATED ON PLANS. AND BELOW ALI. WALL OPENING&
SCIALATTENTION HUST era G11/EN THE 'LOCATION AND PLACSMNNT Or- THE REINFORCING. M14 AND SHORINO Or- WALLS TO PROVIDE C SK COUNTER SIN< REP REPEREN
SeV NOTED �&�H OWISS IN THE (:WO CHNICAL REPORT CENTER
J61elLITY CTR
STAIBILIT'�o DURING- CONSTRUCTION To am THE R5$PON
1011OMPA NTERIOR FILL TO Or- -OR FINISH
CT IN R 11-
TU3 REFER TO THE ARCHITMCTURAL DRAjINGS CTP.'P
OF THU CONTRACTOR. Ron REOUIRS
PROCTO MAXIMUM DRY D ENSITY (A&TM STC.
TYA PLAN CALL OUT Al I al-� RIELD CONTROLLSC� BY RF ROOF
CATIOS MOM
M5 MASONRY CONSTRUCTION MATERIALS AND IN$POCTION5 SHALL
CHNICIAN OF (5kWA TU4 PANELS SHALL NOT E319 LIFTED UNTIL CONCRETS.H46 CONFORM TO ALL FQ-12WIFQMMENTS OFF 'SPOCIFICATIONIEl, FOR RTN RETURN
13wton
A R or- 0 BOD .12 THICK AND -ASC9 EXCEPT AS
pp r SHALL NOT SX0
ATTAINED THE MINIMU MOMULOU6 OF RUPTURS AND MASONRY STRUCTURES (ACI DIA DIAMETER Rw ROTAINING WAL"I"
M
LL 55i COMPACTED PRIOR *To PLA,,-r;MSNT or- NEXT LAYER. COMPRwesivs STRENGTH AS Rlial:P BY LIFTING ONGINSSM. MOVIFIFEP,15Y THE R12=1REMENTS OF THESS DOCUMSNT6, DEAt:) LOAn Braswell
ON
M,W*bro.o!0 Associates, 4jc..
TUr2 THE CONTRACTOR SHALI PROVIDE DESIGN XOR THE L.IPT M19) MAXIMUM CONTROL JOINT SPACING POR CONC M-46ONRY UNITS. NUMBER FOR SECTION DL t:)STAIL ca6ulm 'r ADDITIONAL EFRCIGSTEEL RMOUIRE_C� LETTER FOR DETAIL
INSERTS AND AN BCH 5CHBOULS
-L on 05
FOR THE LIFTING OPERATION. HOWS\/5R NO ADDITIONAL db rA& no, w"0144104=1g:
epAvNo FOR CONTROL JOINTS MM'4
CONFORM To Acl CODE REaUlmEMBINTS CING SHALL BE ADDED WITHOUT THE EXPRESSED SECTION
(AC IRS OP THE t.I-TiNe 6HT ET
r" I SHE=
FOAPPROV"Al OF THE ENGINEER, THE! V13SIGNIZ r
T1 TLE
INSERTS MUST CONSIDER THE REINFORCING ALREADY PRESENT MXPRES513V AS RATIO OF PAN19L Sim SIMILAR
3 STE, L/H
C �NcRL LL HA�SL A MINIMUM" 2& c>Ay STRENGTH IN THU PANSL6 AS IN _lCAT% I LO TH TO HSIG SALUCUT JOINT
v V N THIS SE 09 CONSTRUCTION CRAWIN66. ELI EACH END PROACT
6 SOL JOIST
A, FOLI We,. SIM EACH PAC-= Wl 6T==
TU�b THE CONTRACTOR SHALL CHECK AL,L PANSL DIMENSIONS, PLATE INSTITUTE
Fl,
00 OCATIONS AND C�ETSRMINM THE LOCATIONS Or- ALI OPENINGS EJ EXPANSION JOINT WITH PANSI I ENGTH I NOT TO EXCMED 50, SHEET NUMBER SL SLOPE
MWUIRS0. NO PANEL WORK SHALL BE PORPORMED WITHOUT
SP SPACS(S)
e N,(:vRt:M. �000 PSI ALI. OF THE ABOVE. TH=
CONTRACTORS APPROVAL Or, EL SLM,�ATION
SEFIASTll�T W PANEL6 4000 PSI -ATING THAT i,4s HA6 MOVIEW130 THIS .45ovs 6(5�UARM
CoNTRACTOR 16 INDIC sau.;41
MIl F`RO\,-1lDS FILLED PmscAsT U-LINTSLS W/ (1) urp CONT. AT ;�LL SP,
PANEL DRAWINGS FOR ACCURACY BY THS SaUAL SPACE($) (ING)
AND APPROVES THE w $a STAINLESS SEOPSNINOS WHERE CONCRETE BEAM$ ARE NOT SHOWN OR NOTSO, SECTION DGETAX TITLE Me BACH CONSTRUCTION EVEN IF: PORMAl EDCOMMENCEMENT OF PAN=L,,
STD 6TANC�A"RD
C3 R 1 $. EACH WAY
0 M x: 0 MITTALS MUST INCLUDE TH9 AREA
APPROvAL HAS Not SOON INDICATED ON THOSE !:�RAWIING6. MI9 STOPPING AND RESUMING WORK: RACK BACK 1/2-UNIT LENGTH IN !IN W44H THE! C ON I CR I MT= 15'TO EACH COURrow. DO NOT TOOTH, CLIZAN EXPOSED eurtzpAtss OP SXT SXTBRIOR
(a.Q. STR STRENGTH
LU
N, 01 OLLS, COL MNS, stc.), PAILURE TO OvS LOOSE
SET MASONRY WET UNITS IGHTLY (IF ROG'D) AND ROM
_Wll�wf CA I W� Y ND/OF2 R JECTION OF $UaMITTAI 5, TUl MISCELLANEOUS OPENINGS MA 50 R951UIRED FOR FIRE t.IN95, -4 MASONRY. STRL STRUCTURAL
M45 UNITS AND MORT4R PRIOR TO �AYING MRSSi AWALL
PLUM51NCs-, SANITARY LINSS, ELECTRICAL CONI:)UITS, STC. CORE
INS
APTOR ERECTION OP THE PANSL6 MUST HAI/9 THE
f. F/ FACE OF SYMM $*rMMISTRICAL
:49 REPARS 6HA" 'CIO FORM TO ASTM 615� GRACDE 60. WSLOSO MIS QSIP�%AORCS MASONRY OPENINGS GREATER THAN WIV9,11, WITH
APPRO\?AL Or- THE ARCHITECT AND ENGINEER PRIOR TO HORIZ JT RSINP PLACED IN 2 HORIZ JT'S APPROXIMATELY 6" APART, FDo sHALL11coNFoRM TO A57M A-15,rp.
- _6� , i SOUNDATION
PERFORMANCE Or- THE WORK. IMMEDIATELY ABOVE THE LINTSI NDIMMEDIATELY BSLOUj TH13 ------- '41mum, C, O\/SR FOR REINFORCING 6HALL BE AS FOLLOWS F""I N _INISH
MI'l r
7 51LL. EXTEND REINFORCING A MINIMUM OF BEYOND JAMOIS 0
H TIE BEAM
T UNI-a O �OTSO, 9L FLOOR Z
-INFORCING STEEL SUPPLIER SHALL PROVII:)E-6HOP Or-i�THB OPENING EXCEPT AT CONTROL JOINTS. 599 PLAN FOR
TU5 THE RE
-P- A E, CONCRET-
DRAWING 6 INDICATING ALL THE NECESSARY INFORMATION MBaUIRSO 6 FAR elt;)s TIE COLUMN
MIN COvSQ TO ACCURATE' Y POSITION THS R05ARAS ENSURE TCe
M20 CC NOT APPLY UNIFORM LOAVS TO MA5 WALLS POP. (3) DAYS. FOOT TURN DOWN SLAB
EMP
CHAIRS, _BOLSTSQ6 OR OTHER MEANS Or- SUPPORTING ROBAR6 TM
THE, COvER TEMPERATURE M21 DO NOT 4PPL*y0 CONCENTRATED I CADE, TO MAEX:)NQY WAI LS ;:OR ----
$-I IDSD FO 9 ARE PROvIVED AND ACCURATELY DOTAIL00. THK THICK
R R� INFORCEMENT
AGAINST ANC) THNS THICKEN SLAB
PORCEMENT TO WITHIN 2" OP
EXTEND ALL 9RTI CAL WALL REINP,
P=RMAN0NtLy EXPOSED TO EARTH M22 TOPPING
WALL OR BEAM UNI See NOTED OTHORWISS.
TOP Or
GASS, GAUGE TYP TYPI CAL
6�, CONCRE EXPOSSO TO GALI/ ea-41 I/ANIZ5 T/ TOP or-
55 BEAM
CONTINUOUS
GEECONTRACTOR GR ZRADS
1P,
OR. 03,1 WIRE AND SMALLER 11/211 TYPICAL LINETY ES UNO UNLESS NOTED
LMF1 COLD QOLLSD EXTERIOR WALLS ARE C)E6IGNSO 5, NGINEER OP
OTHSRwIeS
MECORD, NO -SPECIALTY ENGINEERING WILL 159 ACrEI#TMt:),.
CO, SXPOaMD'TO WEATHER OR HC HOLI OW CORE
STRUCTURAL 6Tg_s
LMF2 CONNECT STEEL $TUD6 AND TRACK$ TO 436 STEEL OR CONCRETE HOOK
N 06NTACT�,WITH GROUND,:
WITH (2) POWDER CRI\/SN PINS AT EACH STUD. CONNECT ST9EL HORIZ HORIZONTAL.
SLABS, IWAL�'$,:JoleTsl 61 STEEL WORK 6HAI I CONFORM TO THE 416C "$PSCIPICATION5" STUD$ 4 TRACKS TO EACH OTHER WITH (2) 6-16 SCREW$ AT BACH
914 ANr,> Zia 5,ARS 11/211 HP HIGH POINT
r
.3,111 FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STUD. TYPICAL UN-ISIbe NOTED OTHERWISE. SEE ARCHITECTURAL HEADED STUD
#11 BAAND, LU
5Tr- .AT=$T EDITION. 1;)RAWIN(�s6 FOR EXACT LOCATION AND EXTENTS OF: STEEL 6TUD WOR<
11 WAI L FOOTING
S2 ST="*l TIJSING SHALL CONFORM TO ASTM AE�00 B. NOTE: POWDER DRIVEN PIN5" REIMER TO .111�P LOW \,,SLCCIT
-M- Ujo WINDOW OPENING
PRIMARY R;INF, TIES, $TIIR$, SPIRALS POWDER DRIvEN PASTENERS WITH MINIMUM CAPACITIES As POLLOWS- INSIDE 01AMSTOR (MASONRY) 0, SHEET INFO.
S3 STRUCTURAL I STEEL SHALL ag� TO ASTM A36, UNLESS AL IN CONCREITS, 1 1/16" PENETRATION= I"# PUI LOUT INSIDE FACE WORKING POINT
'IL SH I L BE
NOTED OTHERWIS At L,STmucTjRAL STSIO
SHE-" �POL ED PLATE MEMBERS. INT INTERIOR WATERSTOP
DOMESTICALLY PROC�UC30.
3/41, . IN STS1ZL, 1/4" 321;; PULLOUT
BAR 0 WELDED UARM FABRIC
�r;` BAR,� OR P'31 WI AND SMALLER 6.4 BRACE AND MAINTAIN A.1,I STEEL IN. ALIGNMENT UNTIL OTHER 321,;$ SHEAR WITH DATE: 051-31-95
U
SCOTT
O096SAR-e FOR PERMANENT ro�ppom-T
PARTS or- CONSTRUCTION NBC
6TEkI STUD$ $HALI. MOST FOLLOWING OSSIGN CRITORIA! G,4L\/ JeT JOIST
2. TlLt-UP CON� 'T- PANELS ARE COMF;lL%9TjSt;). CONTRACTOR 5HAL.1, 52 RM$PON61e�.F.- FOR DRAWN BY:
60 A6TM A5215�, MINIMUM YISLO &TR966 TO 50 50,000 P61
INSTAL. 5TSMPORARY 6HOR.IN,:$ AS RIMUI gv FOR tHs,
L PANS EXPOSED TO . BART H OR FOR 14 4,1(v PSI FOR 18, 4 20 GA, TRAC<6
4. WAN- Or- THE STEEL FRAMIS UNTIL ALL STRUCTURAL CHECKED BY., RA/WRB
AND ALL OTHER COMPONENTS TO 55 13,000 PSI,
El IMNITS HA\/9 SEEN COM "DAND BUILDING 16 SNC.1650D.
L5 rp ANCHOR BOLTS, SHALL arm ASTM 436 (UNO) THREAPOP EACH
#11 BAR ND. SMALLER Ill (MXC= T 3/411
14LLOU)MO REVEALS) SNP,WITH-NUT AT 50TTOM TAr."K WaLvac SECURE. PLATO
WASHER AT'POTTOM NUT SHALL NOT 55 RM2UIRMP, CONPORM
Iz:f. WALL PANISI�rp NOT EXPOSED To NAQTH OR TO CHART 59LOW FOR SM5130MON T.
Bol MINIMUM F751OFF.
T TYPS, D
It MATERIAL, 0SPE:)MO LENGTH =005 C`16TANC=
At
�D SMALLER 3/A
12d 5a > 4 th.
; �AR NCO SMALLER '3/4
;I I BAR.
BM
66 A" WELDING SHALL CONFORM TO THE RM41UIR9MI3NTr*
OP "THS.
A�Q^ fn" th'I ="I PIS11111A *-.Pi^ 11 ^21
STUD SIOZO
MINIMUM I
MINIMUM -5
3yxl�� aA
.140
A05
.3N 0XI 6 GA
'Sit
.502
41"Xia aA
S34
-.461
"Xle) f.'OA
2,S12
a%
i5 IIxI4 G'
<0 KNOCK OUT PROJECT NO: 95011 TSP
REVISION$
.
lkw= wiii;i, 60� k. w 11%
THE AMERICAN W-.1.PINGISOCfBT'Y0. WMLIPINCs.SLSCTF;ZOv9$ SHALL,
I
SPLIC,25 �ANP ANC HORAOS
C-F IRSINFORC ING SHALL BE AS
159 SIOXX -LOW HYD ROOEN� PO R 5H I SLC) AND MSTALARC
A" SIZ 9 1 6 NOT BE USED, 699 PLANS ANC> $UCTION6
POLL W ^�t I
�O� 6' Noe 0
L-IFIRWI$5 NOTED.
WE
FOR siza(s) RgOUIROV. (eiz-6 AND GAGS$ ON
WELDS..
WIRE FABRIC 0
$1 GROUT,,POR COLUMN 5ASj"vw-'zP1ftwATM$ AND PRI300ST, BEARING PLATS$
STRUCTURAL C)WOS SHALL 001.,IERN OVER ARCHI VW*S)
DIA (12 MIN)
T'
SHALL NONI-SHRINK'GOOU 5-r- "SM59CC" OR APPROI/50 S=AL.
'71
REINFORCEMENT, IN
WAI L6,. FOOTINGS ANI:) BEAM$ SHALL, BE
(�1,000 PSI MINIMUM)
CONTINUOUS AND L PPOP 316 BAR VIA AT $PWI- ICE UNLESS
se� PRO1,eltOIS STANPARO Al$� CONNSCTION $ AT'A" BEAM TO COLUMN
dtHERWISM NOMP. HOCK AN P LAP AL.1 CORNER AND
f5sAH, TO WALL, CONr.>ITIONs to sAFML-r5UPPORT.2/3 OF THE SAPE
INTER Cc
630'rING B4R0, (69 RNBR BAR DISTAII
LOAD CARRY CAPACITY FOR.'THS (::�l,elEN SPAN, UNLESS REACTIONS
Ca
-RM,INATS All. 5-c
T=
T T r; P SLAB, TOP BARS
ARM IN!:)ICAtEP ON CPRAWINIG5.
PRICIN SET ONLY
A,
UJIITH'.,A- 160 0dGRr=
STAND D HOOK UNLBSS OTHERWISE
SIB SUBMIT SHOP DRAW INGS INDICATIN6.41 L eH,00 AND MR90TION DETAILS
NOT FOR CONSTRUCTION
NOT=C.
j
-ILS A -ION15 Or-, STRUCTURAL
INCLU ING PROr 56, -SPACING AND LOC T
SHEET JITLE
:cs;?
'O�ONTINPOU $
Re SHALL BE SPLlCOV.AT MIC-SPAN.
HSMb'MR$, CONNECTION ATTACHMENTS, FASTENERS, LO4VS AND
CNTINUOU6 5CTTO1
sAf;�s SHAL, i5�s spLicap AT CENTER -
TOLERANCES.
A
ML
%
I
I
!'
1, FLOOR SLAB SHALL 151 �0 THICK 0ONC iROT5
F-timINP w/-ltJ1,4 lJi. wuJF OCR OYLvR f MIL. `/AF*OR
� Ai ?RI c N C.�71`"tI ACT C7 �U i Al ("0 SLAB
ONiSRAC>9 1) TAJI,.S FOR I L.ACOMENT OF RRlNI )
NOTE:
GC MAY US 4" SLAB IF TILT PANEL CR,1N% t 01, 6 NOT
TRAVESL ON THE 61 AID.
2 T/ &LAe EL w 100 - 11 (I OPORENCIS ON.10 )
SOS CII/IL POR ACTUAL 15YATION
3. T/ WALL- FTC OL S-4131- W, T'IrP UNTO
.4. T/ $1"10- COL. PTA 2- = I3IB'-011 TYP UNO
rp. ALL TILT -ICE* PANEL& ARO.11/4" THICK
ALIT. TILT -UP >� PANEL ARE 1#011S OO FROM tHE INISI M
OF THE 5VILDIN*-
1. ;STOP FTCv WHO IL. 61.40LUN ANO AS R1V;Ul1QS0 TO
41l01Ci INTERFERENCE w/ OTHER TRA®SS. SEE ST; PPSO
POOTIN�a SECTION 5/6-2
s.3, ALL PT S AFRO 0 N`iO C SISN ATH Cx w»:^ L.L.$
AND COLS, TYP' UNO
S. ` E SHT 6-E� FOR PANEL REINF ANC) SMBOOI)M>
ITEMS.
10. SHE $HT 6-5 FOR PANEL JT DETAILS.
It. $Oim PLAN FOR 6Wlt>TH or. F rVeIMSTER L SAVOCUT
12. SSE 544T 5-N FOR 3MNSRAL NOTES.
t3i AEJD (2) #4x41-0` a 2" C/C PLACED 2" CLEAR FROM CORNER
0 $L.AS MID-CMPTH. TYP 6 Rrs-ONTR:ANT CORNERS
BSURFACE INVESTIGATION HAS NOT 595N F-15RFORMEf..3' AND
GE::OTECHNICAL ENG1NE=.R1N4 REPORT wA6 NOT A,/AiLA5L9 POP,
FOUNDATION E:)-SIGN. PRIOR TO CONSTRUCTION, THE CONTRACTOR
$HAI-L RETAIN THE SERVICE$ OF A QUALIFiEI GOOTSCHNI CAL
ENd.- TO PERFORM SOIL TEST 150RiNC S, i='ROvIDS R COMA' ENC:i- .
ATIONS FOR FOUNDATION DESIGN (INCL=INO NET AL.LOWAEBLE SOIL
5RG PRESSURE) PRO`/11:)=- EARTHWORK. C OMPA� TION CRITERIA,
AND PIERFORM $OIL TESTING "C URINO CONSTRUCTION. CONTRACTOR
15 R-SPONS15LI: FOR PERFORMINCZ ALL. MARTHwORK OPERATIONS IN
STRICT ACCOROANC E WITH THIS REPORT, IF THE FOUNDATION
RE COMMENDATIONS 1ANC) NET 1ALL.OwA!5LO S011. 50AFRING CAPACITY
DIFFER FROM THIS A16SUM8V `/AL UE , THEN MODIFICATIONS TO TIME
OSi WILL 6E IREOUIRED. $HOULO THIS OCCUR, THE CONTRAC:TOM
SHALL STOP CONSTRUCTION 1ANC7 NOTIFY ARCH/mNG PMM "ATELY,
FOOTING SCHEDULE
MARK SIZE (L X W X D) REINFORCING REMARKS
Fi
6,_fo" x V-all x I1_411
(1) 915 Ew, 5
;2
x 61.011 x 11-011
(9)) 95 sew, 15
F3
5'-0" x 5'-0" x i'_0"
(E7) AEA Ew, 5
P4
(01-011 x ({1-011 x I,_511
(a) "r5 Suj 8 l90 '#E;, L w, 5
TS-1CONT
x 21_O11 x 11-9)"
(2) OB T415 CONT w/ :g. TIES 0 19)" 00
Tna
CONT x 11-011 x 11-4"
(2) #5 CONT, 5
TURNS" DOWN' aLAa
I,UF1
CONT x 21-011 x I'-O'l
(3) ;15 ET 4 23 CONT
THNS
CONT x 11-411 x i'-0t1
(2) xr, CONT, 5
TH.IC i<SNI O SLA5
OLUMN & BASE FL 8 D U L
MARK
SIZE
BASE PLATE
ANCW BOLT
CAP PL
REMARKS
A
B
T
L
D
CII
TSIXIXI/4
13
13
'4
SEE
SECTIONS
SECTIONS
C
TSTi/ 6Xi/4
13
ld
3/411
it -oil
3/4"
SE CTiON$
C 3
12
3/4"
3/411
C4
PIPE 10 STD
-
-
3"At
SEE
SECTIONS
FOR BABES PLATE
111W� 11
1�11 TWR�AC�
B CONSULTANT I
2
Burton
rasw
iddebel ok's
Associates Inc 9
'ca-�uro� �rKucrt:�uu. Fi+cxs
:'
5801 4ea Road, vita 320, Willa Pant, Fiai�la �$% '.
N1U') &43-3423 Fa�c t�W? Er;F53T10
PROJECT
1uti '
LAB
x r'
$KET INFO.
DATE: 05--31--95
DRAWN BY: AJS
CHECKED BY: RA/WRB
PROJECT NO: 95011TSP
REVISIONS
0
TUP — JQ3
COORO W/ O-
DOOR MPR
MO\/S C)WL TO
CLEAR, Cl --
LAL�� ME.
(.01`r1L
-. / Ll/4 X3%s X'/® cow
fi��.. W1>/j)"OX4"w6 REP..�3
0`"1X9.a W/ '/a "X
10" + 11/7" w< X
1'/2" WIDE BONT
e STRAP ANCHA
9 12" OG TiE)
(STAGG0Q)
SECTION @ DOCK DO
op
FmNL BENT 15AR. MIN
V -0" LAP EA SEND.
rm�;,,, L?.
ECTI_0N__9____EX.
CONS'. BNCA$=_M_=NT T'�f
0
TILT -UP WALL
P4-1,I0L, TYP
LSAYSOUT SEE PLAN -_ _. 2.1.1VI
Typ UNO
N0T :
uowr. NOT SHOWN
I" CLR FOIE CLARIT''r' *XV .6" le MA SSE
Tfyp UNO PNL OWL. TYP `—` PLAN
UNO. FIN FL 9L
---T- �- -- --- _ _ SSE PLAN
TYr""ti-
POSITION 5,4R ���\�� �.�A`�'�6��.1i"+i �t�JL THICKNI366-4"
04Xf'-0" (2 POR PNLJ %\�� _ a6 s 48" MIN. `
1:omo T APTSFR FINAL
PNL. POSITIONING -� _ (3 E3, REr MIN PER PNL, W2,.r5�AR6 MIN Q)
— SA !.Woo IN OPN'5 LAi GOR THAN V-0")
T/wTG DEL
6�� PL AN _ - �• .
1i1 �.
TYP SWIM AS REO'D i" GF20UT
Typ FTG. SCH. I 50LI0 FULL LONGTH OF WALL
TYP
1 SECTION @ E.XT WALL FTC
�,S- SCALE: �/4° � 1'-m° TYP UNOiUP—U10
F+ "all MAX �r
W - " " 00,
(MIN 3 PER �C
lOI�L NLIG wi0�';� ' i 1" f
WALL a FTG _ — ---- ---4 1 -- TILT-UP/WALL I' ANSL
I I
I
I !
I I
COL BLOCK 0
f�A _ E
SCHEDULE --'
6LA5 OR GRADS
RF.F: A;Rc: q -----ti
'Ta W/8 3/4 "4
OLT5
T WALL FTG
-- 1' HOLSS FOR ELECT.
CONDUIT
11/211
,e- A5,S HOLES
SOS SITE FLAN --- f
I
I
I
LOPE ON I
I COL 8 FTG
STL COL
aAsm_ 1`12 SES
�0wrd�arJL�, T`r'�
'/2 " bJ
'A
1/21" NON-6HRINK
r%ROUT, TYP
SECTION @ EXT COL
SIGN / SEAL
4xi-0_rs12 OC
(GREASE F-IROJSCT O f NO).
OOWEL6 BwALL i5S CUT TO LENGTH NOT
SIZE CI\/IL SHEARED. DOWELS SHALL BE SET TAUS
4N0 STRAIGHT.
SLOPE ON 9 CONSULTANT
_ ---,'NAM
f
►. 41
la 4OU OC
0
0
S
i
d
4.
a
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f
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fA` tt
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t �;.
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%
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0
T/ PARAPET awl, VARIE S
509 PLAN, T'1'P
CON7 L3x3x'/4 U)/ -)/A III
EXP DOLTS 0 40" OG
(SPLICE TOGETHER
WHERE JOINTED)
MTL OEC< SEE
PLAN, TYP
Lit— \
X-5RC:,G FOM 2 END BAY$
L 3x3x1/4 xJST DaPTH W/ (2 )
3/4 uI MXP 50L76 Q BRDG LOC.
SECTION @ BRIDGING.....,
S-4 SCALE:3/4"=1'-0" T`rP lUNO
T1T�
\ 1/4" GAP FE
So
\ ,�
TI STI D, >aL
IT
l
I 211 1,/ I
6TI DM
SEE PLAN
I I
I 3/4 "I om DOLTS IN
TS COL I 5/6" THRU P, %; DOLTS
SEE PLAN I AS wC` LLOWS:
UJl2, V4
(3). BOLTS
W16, WIS
(4) BOLTS
W21
(-5) BOLTS
W24 1
l o) BOLTS
TYPICAL SECTION
s-J TO STL COL
(D
BEAM
.AL'=: 3' .11- 01
TYP EE
I,Ta L
STL JST SEE
PLAT~:, TYP
-- L 2'/2 x2'/z x'/4 WIND STRUT S 1' -V S A, SIDE OF
ALL PANEL JOINTS. WS O D CK -TO L.
S-4
DOLTED TIE JST
TYP o COL L INES T
(4) 3/4'II A323 BOLTS WE:.-F-)
A,RTER FINAL PLUMB, TYFz
GAP FE3/4X12X1'-0"
! I \\
art T'YP � JST
'1.'OTE:
^O NOT WELD 50T
CHORD TO 6745L17ER
PL ATES.
SECTION JST GIRDED
s-4.) @ COLUMN
T/STL 3M EL
SEE PLAN
6% 5M
SEE PLAT
SOM PANEL REINF ELE`/ATIONS POR
ADD BARS R042'D AT ALL GIR SRS
Wlox3S X Lca
W_
1/4 3" ,
JST" BR5 EL, VA1�i ca
SEE PLAN, TYFD
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fy
t1
1/4
1i4 +/ 3
U
,� 11 Il \-- NO WELD
S FP. Mid
f -/d XV XO' - "
_14—
SECTI CAN @ JOIST
-4 GIRDER BEARING
NOTE:
COL NOT SHOWN THIS
SECTION POR CLARIT"rr
TYP ALL
PTS OF
3Rl_r*)t31Ncoz
Ep" MIN BOTTOM
GHOR9 DRA .ING TO DE
SPECIFIED AND SUPPL 150
3'Y' JOIST 5I;::2DIEQ MFM
IN ACCORDANCE WITH SJ1
RO(MUiREMENTS
PT RE: Al
L3X3Xl/4>
W/ 1/21,I Dc
1 .3211 dd`
JST DRG
SES PLAN
Fe M< 11C 11
ROM I I!bR
S-4
16 54 CLIP 0 EA STUD
' CONT L 3x3x'/A
114'-0" TS 2'/2 "x 2,/2 "x 3/16"x 01,;811
MIO-WAY BETWEEN JSTS
MTL D-=C< SEE FLAN
T/BM EL --- =
11z' -2
IO>C!
BRICK
/ENEER.,
REF
ARCH \ \_ ADd L 2x,12x3/ o"
AFTER? ROOF OL IS APPLIED
; `- IOX22
30/3"-1�b GA MS s 1�b" dG -
�311x311x�,11
a
4 REW6 TYP 24 OC
HE ANC3LS SUPPORTS
_ CONT 1 4"x 4N 5/19)"
SHELr- ANGLE
6,325 BOLTS 'r-INCro=R TIGHTSN"
rH=. 1 UPSET THREADS. (NO WELD)
T/ BTBEL F:RAMIW
I
'
I
9:`" IS ea, MS
i
i
I
F_ MARK "Ail
cof
13 sa CLIP W/ (3)
SEE X112CH
SCREWS TO STUCK
-
d (2) POWDER
�
� — ADD L1'/2 X1'/2 X3/lo i
.A+CTI`/ATED PINS
_
I/ " E
3 T'YP EA SIDE IN.,F4.:1.,..d i
- TILT -UP WALL TO ANGLE - —\�
1 l
SEE' PLAN
I ADD TS 21/2 X2'/2 X3/16XD' - 811 '
MID -WAIY BETWEEN JETS FOR I i
JST Sp��C�
a9F. PLAN
�.
- SECTION @ BEAM TO
STEEL DIwAM
I-4 TILTPNLSEE PLAN
REF., S/ 6-4
L3X3XI/4XCONT C;.ONT L 3x3xI/4"
TOP 4 DOT
I
c" 18 ga, My
' ----- ----- 1e�" O.C.
HP/ �dl"r=1T
:T1
S C,
A—
L3X3XI/4XCONT
c
JST DRG IEL�� 1 1900
SEE PLAN _
ummit,
{ \ - Tower
T fIw 11�11 lit Ra.
1/4 11 4 11 TWP�.N T45 t\\BIli/
, II I
L4X4X3/qX0I -&o L5 U)/
STIPPENSIQ 0 S 260
Qrlor do
FL
32$10
407 660 2766
M.____,,___SECTI0N JOIST Fax 407 375 3276
�-4
S L#AAC001.155
ROOF TOP UNIT FRAME VCHWULE
UNIT WEIGHT ANGLE SIZE a SIGN I 'SEAL
O - O'151'r,.7a L,.�x3x'/,� LL1-►
I-5001 pal L4x3'/2 x8/* LLB#
1SC�1 - 3���1'r.�6. L�x4x3/8 LLB
3001 - abooJl► e Lox6x3/e
JOIST TOP CONCENTRATED I OAD
CHORD PANEL PT � PROM SUPPORT FRAME
1/3 <T`rP
-in CONSULTANT
# PROVIDE STi ENER L'S
►r- THIS DIM'$ GREATEN—L2x2x3/* STIPPENER LEA SIEGE
THAN 6" (Ir- RSO'D) PROM CONCENTRATED
LOAD TO BOT CHORD PNL PT. I
(GONCENTFRATSD LOAD REINFORCING)
1
I 1
ROOF TOP I
,A/C UNIT 3/g "I LAGO DOLTS AT 4" PROM
ROOF TOP I /�— EACH CORNER 4 24" OC (3
I
A/C CURB , _._--_ _-
1 MIN PERSIC7E) T'rP ALL
4SIDES��- - ROOFING
ARCH
1 /2 V /
1 ea x I" STRAP AT 24"
OC'.` (3 MIN PER SIDE)
T'�';° ALL 4 SIDES -- -�
(A/c CURD CONNECTION)
V--
STL JOIST
A/C SUPPORT
FRAME
j ;�.%.e%.. ;Nor
1 LU mr-M
I I
OPEN
I I
I I
I I
I I
I A�I
A
I I
�
+arw.nwr.v� ita/
NOTES:
)IST
46 REal f;) DUE
r0 KNIT SIZE
3UFIPORT FRAME i
'SEE SCHEDULE
"OR L SIZE)
RIP PLAN
I.
/3RIP'r ALL DIM'S 4 VOTAIL$ W/ t"` SCH CONTR 59FORE
JEF�Cz T ��
A
j -- - -
II o"
SECURITY C�OdR
�,AIDRICATION.
sl.
r
PL
-
- o" lea a, MS
I HOUSING
2.
I
A/C UNIT TOTAL WEIGHT -SEE I
-SEE PLAN POR LDS AND FRAME
'
Ts B"t' SEC
---`"---
SCHEDULE rt,?R FRAM
�
DOOR MPQ ' �
r-
3.
PRO`/ICE Lax3xl/4 FLAME AT ALL OPN156 GR1 ATER T�4AN 4
121, ON AN'Y SIDE.
DETAIL MAECH RODE
�-4
N`rS
SUPPORT SCHEDULE
CONT' L2X2XI8 ea, T lIl'1~'
L_1
�_ _ _ -J
I
FINISH, 69E ARCH
8me
!
at 16" CSC:
SECTIONE T E
E T I'
PERMIT SET ONLY
1
OT
VI CON? RCTIJN
r.0&"04 LAW.riC3PYRIGIN7 NANO 07o-4RR
CANOPY
r'`IE�ii1'YY €itGe1-H76w12+
: R4',�Iht� 5 AR1% N 7 [4? I
d ✓W.4"dr�' igO 014 S00PI P- IN
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SPACE GE
ELECTRIC LOAD SUMMARY
PHASE A
PHASE B
PHASE C
LIGHTING
49313
414.43
45800
RECEPTACLES
92979'
70833
93229
EQUIPMENT`
28117
32253
27700
AIR CQNDIT:I,QNING
79840
82465
82465
HEATING
4000
4000
4000
TOTAL: PER PHASE
264248.
231.024
25,3194
RECEPTACLE LOAD IS CALCULATED AT 'NO DIVERSITY
THE LARGEST OF THE A/C AND HEAT IS ADDED TO TOTAL,
ALL VALUES LISTED ARE; WATTS
TOTAL. LOAD OF 738.47 KW EQUALS TO 14.8 WATTS/SQUARE FOOT
3 PHASE 4WIRE MAIN SIZE: 1000 GROUND: 1--2/0
CONDUIT SIZE: 3-4".
MISCELLANEOUS COMMENTS: MAIN BREAKER /GFI .
MIN. S. 1. C..65, OOO
BMiS CONTROL SCHEDULE
E =
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EX = EXTERIOR LIGHTING
ES
- EXTERIOR SIGNAOE
N = NIGHT lIGHTING
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S = SECURITY LIGHTING
G
GUSTOMIER L I GEiT I NG
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1 CARPET COVERED)
5" HOT. BOTTOM BASE ii `n ;n
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NOTCH OUT 2' -6'' 18" POWERSTRIP
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Z, --3'' 1• ,3» 1' _3t 1, >_3,, NOTES: NOTES:
in 1. ALL. VISIBLE SURFACES SHALL BE CARPET 1. ALL VISIBLE SURFACES SHALL BE CARPET
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2.: FRAM I,NG -SHALL BE 1 /2 " PLYWOOD AND 2. FRAMING SHALL BE 1 /2 --PLYWOOD AND
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SUSPENSION POINT 5' _0" 3. PLUGMOLD SHALL BE PROVIDED BY F. C. 3. PLUGMOLD SHALL. BE PROVIDED BY F. C.
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NOTES: DETAIL
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SCALE: N.T.S.
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1. ALL EQUIPMENT 2. F.C. TO PROVIDE SERIES 18225
FURNISHED BY FAN FLAT CABLE BY WIREMOLD.
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FURN. AND INSTALLED BY SMC. FULL DEPTH METAL CORNICE CONTR..
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SINGLE TUBE FLOUR. FIX. w/ASYMME'
SLATWALL BACK PANEL REFLECTOR FURN. & INST. BY THE E.
6" CORNICE BY M.C.
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PLAN w/ OUTLET S 6" O. C. BY E. C a
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