HomeMy WebLinkAbout1995-0366&
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GENERAL NOTES
OOLLE67E
ARCHITECTURAL
r
CIOV. COVER SHEET
4
1=y_rf=;21n FRIII OINC7
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lggl ddlMh ?1%1.L/ SITE L_ L_
THE CONTRACTOR SHALL VISIT THE PROJECT 11. CONTRACTOR TO SUPPORT SPRINKLER SYSTEM AND ELEVATION REfzERENCE A1.1 SITE PETAIL5/5TEP DETAILS
4.001
SITE, INVEST16ATE AND BECOME FAMILIAR ALL OTHER PIPING WITHIN THE CENTER OF J015T5 AI.2 LOADINO DOCK PLAN 4 DETAILS
WITH ALL EXISTIN& CONDITIONS PRIOR TO SUPPORTED FROM TOP CHORD OF JOISTS. DO NOT IVA, f-.
BIDDING THE PROJECT. ADDITIONAL COSTS 5U5f2END ITEMS FROM BOTTOM CHORD WITHOUT WRITTEN , OCCUPANCY TYPE B-2, RETAIL
A2.0 LINEN5N 4 THINGS FLOOR PLAN
WILL NOT BE AWARDED FOR EXISTING APPROVAL OF THE STRUCTURAL EN&INEER. OF RECORD. WALL SECTION i A2.1 RETAIL BLDO.wE" FLOOR 4 ROOF PLAN
ii
1. CONDITIONS MCH ARE V15113LE AND/OR CAN REFEREWE I SITE
A2�2 LINEN'S 4 THINGS ROOF 4 SOFFIT PLAN
BE REASONABLY ANTICIPATED. PROPOSED USE RETAIL 5.001 v
12. THE &ENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING
AND PRICINO ALL A.D.A.REQUIREMENTS PRIOR TO BIDDING,
2. C.C. 15 RESPONSIBLE FOR VERIFYING ALL 011 il!
DETAIL A3.0 LINEN5'N 4 THINGS ELEVATIONS DIMENSIONS, SITE GRADES, ETC. PRIOR TO TYPE OF CON5T`RL1r.,TION TYPE It-N. A3.1 RETAIL BLDO. "E" ELEVATION5 REFERENCE
-CT 13. ALL 51TE k4ALKS SHALL BE 596 MAXIMUM
CONSTRUCTION AND TO NOTIFY THE AIRGHITE FULLYSPIZINKLERED 5.001 DETAILED ELEVATIONS IN THE DIRECTION OF TRAVEL AND 2% ON GROSS 5LOPE5.
OF ANY DISCREPANCIES.
ALL LANDIN(55 SHALL NOT EXCEED 2515 IN ALL DIRECTIONS.
3BUILDING HEIHEIGHT 32'-O'MAX • A4.0 k4ALL5ECTION5 4 DETAILS
IBUILDMO LAYOUT TO BE VERIFIED BY A
LEVEL LICENSED SURVEYOR AND THE PROJECT CIVIL 14. - Cel�_ CONTRACTOR 15 TO INSTALL RAMPS DATUM AND A4.1 WALL SECTIONS 4 DETAILS
ENGINEER WITH WRITTEN VERIFICATION FOR ACCESSIBILITY PER (�,ITY,$TATE 4 ADA. REG"TS. STORJE5 ONE ELEVATION POINT A4.2 HALL SECTIONS 4 DETAILS
4 DETAILS
A43 HALL SEE
FORWARDED TO THE Ok4NER/ARjr.,HITECT.
A5.0 ROOF DETAILS
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL
15. CONTRACTOR TO EXERC15E EXTREME CARE, IN
APPLICABLE CITY AND STATE CODES AND
CONSTRUCTION TO ADJACENT EXISTING BUILDING. ROOM NAME
-7E 4 AWNING DETAILS
Ab.0 GRILLAGE STANDARDS.
PROVIDE ALL 5HORIN& OR OTHER PROTECTION
ROOM NUMBER
- 5.
56ARY To A-7.0 DOOR 4 5-TOREFRONT
G.C. 15 RESPONSIBLE FOR C-OORDINATI'N6 THE �EC_r_
5UBC-YRADE OR FOUNDATIONS. WORK OF ALL UTILITY COMPANIES AND
4.002 LARC--;,E 5C ALE DETAIL PLAN, PLAN
PERFORMING ALL WORK REQUIRED BY THEM TO
COMPLETE THEIR INSTALLATION. O.C. 15 SECT�O`N. OR VE�RTiCAL SECTION
16. CONTRACTOR TO PROTECT THE EX15TINO BUILDINGRESPONSIBLE FOR IN5U`RIW:7 PROPER REFERENCE STRUCTURAL AND ALL EXISTING ABOVE AND BELOW GRADE
COMPACTION OF UTILITY COMPANY TRENCHES.
UTILITIES. CONTRACTOR WILL REPAIR ALL DAMAGE
TO NEW EXISTING CONDITION.
ro. THE CONTRACTOR SHALL PAY FOR AND OBTAIN .51 FOUNDATION PLAN-LINENVN THING75
CONTACT M-T
ALL REQUIRED PERMITS, AND CERTIFICATES OF 52 FOUNDATION 4 FRAMIW_-? PLAN -PAD "E"
OCCUPANCY. 53 •ROOF FRMAIN& PLAN-LINEN5'N THINC-75
54 FOUNDATION DETAILS ly
1-7. SEE CIVIL FOR51TEP4ORK BE PERFORMED IN THIS CONTRACT. POOR NUMBER
GEN. CONTRACTOR 1!5 RE5P0N5If3LE FOR COORDINATIN&
OWNER 55 FRAMING DETAILS
AL INDICATED ON CIVIL DRAWINGS 4 ARCHITECTURAL GRAPEVINE TATE JOINT VENTURE
L EXCAVATION, TRENCHING, M. R5GUIRED IN ALL k4OW INVI 56 DETAILS
DRAAINC-3-550 AS TO PROVIDE A COMPLETE AND FINISHED
C,/0
ROCK 5UB&RADE TO BE PART OF CONTRACT.
5-7 DETAILS
TRAN51TION FROM ARCHITECTURAL TO CIVIL WORK. IT 15 CEN60R. REALTY51ERVICE5
PROJE
a. FIRE LANES MST BE INSTALLED (ALL WEATHEREATHER THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY CT 3102 MAPLE AVENUE 515 DETAILS 4 GENERAL NOTE-5
NORTH
SURFACE) PRIOR TO FORMINe TILT KALL PANELS. THE ARjr-,HITECT OFANY DISCREPANCIES PRIOR TO i
COMMENCEMENT OF WORK. ADDITIONAL COSTS WILL NOT
SUITE 500
N DAS,
TRANSFORMER PAD TO BE PART OF THE GENERAL BE AWARDED FOR CORRECTIONS AFTER NORK TELz (LLA0TEXAS -7520t 4) q54-0300
CONTRACT. CONSTRUCTION TO BE PER UTILITY HAS COMMENCED. NORTH'
FAXt (214) q53-Oa6O MEP
REQUIREMENTS. COMPANY R CONTACT. THOMA-5 E. ROOE3, AIA
--
10.--5HORE AND BRACE ALL EXCAVATIONS IN ACCORDANCE -MEP -I MEP FLOOR PLAN
P41TH OITY,5TATE 4 0.5,H.A. REQUIREMENTS. A-5.0 MEP-2 DETAILS 4 67ENERAL NOTES
SHEET NUMBER IN CHAPTER
I ) project no.
T
CHAPTER LETTER ARCHITECT: 5TRUCTUPAL,
HODOE5 AND ASSOCIATES 95034
HUNT 4 JOINER, INC.
4300 N. CENTRAL EXPY
b-i sp-r 15642 OMEGA ROAD
"E '75244 SUITE 206
DALLAS, TEXAS
GRAPEVINE cm_ ft4Xy is fo-z DETAIL NUMBERIN& lz&� i&rAftm t tA drawn e h e c k, by
CITY Of G "gqg PLANS 005- tOT TEL: (214) 387-1000 DALLAS, TEXAS -75206,
etv 040 FOR TEL: (214) 823-41cn 40t 446.1c, 9r- FJR Fw"
I LAI .01gul 5.001 FAX: (214) %0-112cl
MD
REFERENCE DETAIL NUMBER ON SHEET CONTACT: FERNANDO ROJAS FAX, (214) e�25-1141&
IF`) ummewt i CONTACT: STEVE DIAL
Alp V Tpcila D WITH
fRAL, IRE IC> I WA. SHEET NUMBER IN CHAPTER
OF A140 FED NG 11AMMERICANS
SHEET INCLUDI date
WORK IN CONFLTCM t)ISASILI-Titi Aer-
APPROVAL DOES NOT AUTHORIZE ANY W Ill L-10, CIVIL- SITE MECH. ELEG, ENGINEER:
ORDINANCE CPU
E BUILDING CODE OR ZONING tA-t A CZ7 23-JUN-95
WITH T14
LAk4R_=w..1E A. CATES 4 ROBINETT AND A550CIATE5
IS PLAN TO 13E KEPT ON REVISION NUMBER/LETTER
ASSOCIATES, INC. TH AT ALL TIMES 2114 WEST KIN&SLEY ROAD
AND DELTA SYMBOL
-1
THE JOB KAY ROAD SUITE 5
14�200�`MID
i print record
BY SUITE 122 GARLAND, TEXAS I)ATS "CLOUDED" AREA REVISED
BUILDING INSPECTION DIVISION TEL- 2141540-e>q5q
DALLAS, TEXAS -75244
CONSTRUCTION IN EASE-
1006?"toelc Issue date
TO rst;� TEL: (214) 3�55-2272 FAX: 214/b40-412-71
APPROvAL DOES NOT APPLY
.TO
C RIGKT-OF:2WAY- ALL C-W-J"S MUST 3 ARE KT AWvfJtD IN ATP0S CONTACTt 500 RO51NETT
IAEtfrS OR ON PUBLI WATER W-ATEP, FAX: (214) qbO-1(02
'MMPEPATURE & PAMUm Rmu ./Aj.VF UNES -T. LARRY GATES
CONTACT: IBE APPROVED -9- fil^V Ali mumn im Irpr- AIAH.
--U *, T EE7`
t 1 ' % PAD 'K
�J
HOP x CENTER, t t ij
1 ;iFr�rt&T SIGN 1 1
t �
FUTURE TENANT
PAD*B*
RETAILi i ,` t ACO i s
! ANCHOR BELL
AD i
l r Q"
i t
LINE ,
f
CJ
IR
t +
� 1 l t ROSS <t
.00
1 1 ! M4W SF i t r� m
C PAD 'G'
L RESTZF1 ANT\
r..
�„� PAD 'F' / �1
k 1 BARNES AND NOBLE If•r
`s°"
25,000 SF Ir f
-XiSTiNG RETAIL
} � ItFJ
j t HALLMARK , , I IS, UTuTr > /
8,000 SF
i r lasalNT
EXISTNG WALMART /
GAP OLD NA t goo `s SUBLEASE (1,
PAD .a.
1 I RESTAURANI`,--'
�� F. F TWE t t EXISTING PARKING /
f
� � �i s,2UU SF
�
\ JR. ANCHOR
EXISTING
LUST'S �-
t r
\ EXtS�I
.1JA -THE- X
Luers FT.
SEE CIVIL DRAWINGS FOR EXTENT OF
SITE WORK AND SITE UTILITIES
TRUE
NORTH
SULD14W IN THIS CONTRACT INDICATED BY SHADING
SFE PLAN
5GALE. I =IC�0
F OJEGT
NOPTH
i
� �,,,,,V1
In
i E., 1
N t.
' r
VICINITY MAP
1.4
TABULATIONS SO. FT, PRK'G REO'D
PAD 'A° RESTAURANT 12,000 1_,.__.._.
RETAIL 20,000 100 (11200)
PAD .B, RESTAURANT 0,000 120 `1/°75)
RETAIL 10,0W 50 (112 ) _
'7^'. d.1. n:`, xa axrtr G hw 4. ^`.C":e•;nrmalubM
t:yrna: i r.:,•?V^gm.e and 4^ n3tY. _k G' sa"4a6 �n
PAD 'C' RESTAURANT 6,000 107 (1175) �;°" >° �,4„ ..., •^ r w°° ,
{�ypy'g ,nxa 4c:;,,m.nn, •yx no^ ntb•�r:fexd .,r 9.,;rac�X.ad 'or rouse
� f L`iJ4.l) !y nwy ;.b'fv <Yn +rP:Y 8t..nA 6f Au^P. }S/L,ie�: O drryry Othw
/8 [/�p�0p�0 ��Jdp'''/ ,o},-a't A:xW e,;te, n't,;:a.ny cno,^nq Cr.tr'ea medPp::sq
RAIL V}VWM ��+ •ry r}<,C,.Ttt't!. .^':•nUY Wri*ICn pLv^'rSeK1" frCM kpay.k
' i�c.•a?'x rn. ^tee xpe:,+:c a..�;,qt intq.a3a# re o v'atUtSor, .
* cr:"yyr:{�ht ,»r u.ui tnt'a rr.nC � a' +his
PAD "D' RESTAURANT 6,000 107 (1/75)
RETAIL-
- PAD 'E' RETAIL 6,000 30 (11200) jproject no.
95034
drawn check byFJR
`
TABULATIONS SO. FT. PRK'G REO'D F
JR
TARGET 116,221 58-1 (11200)date
ANCHOR 56,700 284 (11200) ` 3-JUN-95
LINENS'N THINGS 35,000 175 (112m)
ROSS 28,400 142 (1e 2M)
ANCHOR 25,000 125 0110)
RETAIL 26,640 134 (11200) rint record
issue date
TOTAL 287,961 1441
ACTUAL PARKING 102
THE SITE PLAN IS PRESENTED FOR THE PURPOSE OF IDENTIFYING THE
APPROXIMATE LOCATION AND SIZE OF THE BUILDINGS PRESENTLY
CONTEMPLATED BY THE OWNER. BUILD SIZES, SITE DIMENSIONS, ACCESS
AND PARKING AREAS, EXISTING TENANT LOCA71ONS AND NTrM-S AiE
SUBJECT TO CHANGE AT THE OWNS DISCRETION EXCEPT AS OTHERWISE HER sheet
EXPRESSLY RESTRICTED IN THE LEASE AND EKCF..PT THAT 0) THE 165MM,
LOCATION AND DIMENSIONS OF THE PREMSES MAY NOT SE CHANGED. G) THE
FRONT BUILDM LINE OF THE BUILD IN-UNE WITH THE PREMISES SHALL
BE AS SHOWN ON T -E SITE PLAN, AND 04) THE PERMISSIBLE Bt LDNG
ALAS FOR THE 'PADS' AS SHOWN WEREON MAY NOT BE CHANCED.
Woe OF CURB FULL STAIR WIDTH CAST -IN
NON -SLIP STAIR N05IWv
1,
' M ____ —.__w _._ _ _..._"UN blULM LP bf EV45 W t LEVA I IVIN 11t: I AININU WALL_, UZ t5t=(.0004 PIPE RAIL. BASE SECTION
4;1,ALEl !GALE:
PLANTER, REF.
LANDSCAPE PLAN
15'4-00 THRESHOLD
1/2" HIGH SLOPE AWAY
vt FROM 51DEKALK
i ( • ` •ice SOLID 4x5xIb
11/A-42 NN CIVIL)
SMOOTH TROWEL
GROWN TOP W
-T
CEMENT
TEFVOR 1, 1 1/2, I.D. NOM. 5TL. BUtXXNG Wx
74
6"(P PIPE BOLLARD
PAINTED PIPE HAND` -'.AIL 5/5
It2" ASPHALT CA5T-IN
5"CMU WITH HORIZ. IMPREGNATED EXP. JT. PAINT TRAFFIC YELLOW
N051 N,67 IMPREC
REINF. 40 16* O.C. MAX, TYP, 0 EXT. OF 5LDC7. AT PAVING
REF. CIVIL
! 4 PLANTM REF. CONT.5EALANT
LANDSCAPE PLAN SITE PAVEMENT
ON 1/7 E.J. PAINT
61.53 ;` 1 Q f"
T.O.H. CONC. WALK
RA -DIM EXTEROR
(FUTURE 5LDe)
HATERPROOf IN6 MEMBRANE } ! },
4 PROTECTION BOARD
2 501L DRAINAGE 1_ v I f le" VIA., 3000
IPE H P.S.I. GA5T-IN-
FRENCH DRAIN
51-011 METAL 501L PLACE COW,- PI -ER.
v-O" 51-On
-0" O.C. MAX. - - - - - - - - - - - - - I-j- REF. CIVIL DETAIL SHEET C-q
SIDE 0 10' xi v
#60 x14* BAR. WATERPROOFING MEMBRANE
BOTH KAYS,
t PROTECTION BOARD q THRU PIPE
Z
b- 5LOTTED PVC DRAIN PIPE' < 44
01 SLt�PED WALK;/STEP PLAN WRAP HITH MIRAF1 FABRIC
I - - 5TL. f'
5(' ALEt 5CALEst/4"=11-.011 =-go 1/4
z REF. CIVIL FOR LOCATION
cv BOTTOM
A,
Y
'd GRADE BEAM 12"xf2' 0
4 REF, 5TR1r_1T.
06 SECTION FRENCH DRAIN 07 BOLLARD
VOID BOX •SCALE. 1/2"4-0" EXOTM AT ROW SIDE SCALE.
x FACE OF 51-06. PRILLEr,>
-HEAVY BROOM CONCRETE PIER FOUNDATION
FIN15H IN C>U;;-'
REF. 5TRUC.
OF TRAVEL
iN'
FLARE51VE SLOPE TO
BE 1: 12 IF uX" 15 LESS
_ . _ . _ _. -�:.— ---- _ THAN 4&
- _
Q=Q
___7771j. 05 SECTION C.M.U. RETAINING WALL
SCALE: 50ALEd 1/2"=11-0"
1310
EXIST. CONC.
CURB, REF: REMOVE EXIST. CURB
CIVIL AT NEW RAMP 1/2" EXPANSION JOINT KITH
4" reinf. CONC. WALK SEALANT 0 50'-0" O.C., AT
_A____5ITE PAVEMENT----' COLUMNS, AT ALL CHAIS16E5
PV #3 BARS 0 18s O.C. E.H.
IN WALK DIRECTION
t' NOTE: PROVIDE INTE&RALLY COLORED COW,. FOR ALL SLOPE TO DRAIN FROM BLDG.
CURB RAMPS. COLOR TO BE SELECTED BY ARCHITECT. 1/4"R, TYP.
1/2* (P X 30" DOWELS
o 24" O.C. H/ PLASTIC 1 #3 0 ED 0,E BARS CONT.
SLEEVE ON ONE END. -7
Is 5"
1,2 1,
09 CURB RAMP PLAN l !'-3"
SCALE- N.T.5.
Lx7f -----------
:
z <
1>
SIGN COLORS
LEGEND BLUE ~i i 1---� I I---; I � �=1 { � I FI[ =,
BACKGROUND -WHITE ty
5Y1115OL BLUE
�----'�— � 11 w
COW.,to.-OnNOTE, PROVIDESIONA6E BACKEXPANSION JOINT "E.W. ALK
TO BACK AT LOCATIONS WITH SCALE. 1 1/2'*'-0" - - - - - - - — -
ACCESSIBLE SPACES ON BOTH ANCHORS: AT COW.,. USE
51DE5. ALL5IeNAC7E LETTERING 3/8" EXPAN. ANCHORS H/
•TO BE BETWEEN 45" AND W" TYP.
Cli
TAMPER -PROOF BOLTS, TYP, 2" MIN. IMBED. 711 1
Ai I
�O
i1a J I i—
I I TF
ACCESSIBLE
lolor, I
<
SCALE: NOT TO SCALE
4" REINF. CONC. WALK
_
W #3 BAR5 0 0" O.C. E.N.
VA/ LIGHT BROOM FIN15H
TROWELED FALSE (SLOPE TO DRAIN)
JOINT W14' RADIUS
AT 5'-0" O.G. B.W.
ti
� � i
08 FALSE TOOLED JOINT "T.J."
5CALE: 1 1/2= 1'-0' AT CONC. WALK
RADIUS RETURN RAIL END
I
TO WALL 4 CL05E
i 2 1/2
1 1/4" I.D. STL, PIPE
RAIL, PAINT,5ECURE
TO BRACKET W
#10 F.H.M.5.
METAL, HAND RAIL
BRACKET -PAINT
MOUNT
TO HALL
ANCHOR OPTIONS;
AT HOLLOW GMU,
USE 3/8"4P T06el F
BOLTS. AT GROUT
FILLED Ct-V 4
CONC., USE 318"0
EXPAN. ANCHORS
H1 MIN. 2" IMBED.
ANCHOR
COW,. WALL
2* BLACK LETTERS
7-
<
WHITE BACKGROUND
a WALK OR ACE-551BLE ROUTE,
PLAWHANDRAL CONNECTION
VAN SPACE SIGN
4�0* A.F.F. MIN.' IF POST LOCATED
WALL WTD. HANDRA& It"
tl-011
I
.0,
n.
(WHERE NOTED ON PLAN)
2"0 &A.LV. 5TL. PIPE, EXTENDED
EQ. EG. EG. Ea
INTO COW-,. FOOTING.
(4' MAX (4' MAX) (4- MAX)` (4' MAX,
PROVIDE V4151-DED WATERTIGHT
CAP, PAINT BLACK,
INTERMEDIUS. RAILS; 1 1/2" 1 D.
#30 x 24" DOWELS
NOM.STL. PIPE TOP RAIL I ItZ I.U.
®24" O.C.
CONC. WALK
NOM. 5TL PIPE
TOP RAIL 1 1/2: I.D.
REFER TO "V" TOOLED JOINTS
NOM. 5TL PIPE
3t, RADIUS RAMP PLANS a 4'
C\2
1z
LJ i
co
M
CO
m
13 HANDRAIL. DETAILS V� in hun copy., _0.h;� -0dabio
cx�or%,rtt-,d m on atat"i-wt of ;vZ. In4w, t� t �,Ud or outrwrizea for ril..
6r v, pwly on Pvo*_-J or o �7 "rher
SCALE: W=I'-O"
to,mg
!.4—t 4x.Prl9rf m, L.�,d_hwasa of tf,4
project no.
95034
drawn check, by
FJR FJR
FOR SLOPE date
S 1/4" RADILr5 95
#3 REI NF. BARS
POSTS; 1 1/2" 1 D. NOM. ON E.J. 24.3-JUN—
CONT. SEALANT
#3 REINF. BARS
O.G.
F 51PEKALK STL. P1Fr_ C 0' PLANTER
SITE PAVING
E.K. 5EE FLOOR PLAN
41 1
I REF. CIVIL
print record
fill,
CAST IN PLACE
> COW,,RETE5LA5
4" SPHERE issue date
t� _. A
>
�W\X� X X
CAST -IN -PLACE C0W.1.
Ilk A
;J 4
L)
<
41, CORE DRILL 4 SET
#6- 14" LOW-5, IN EPDXY CEMENT.
N
REF: 1.111 (:2) #40 CONT.
HA`10' THRU PIPE cv
BARS, EACH
1.0 16 Z6
cl), 14, 4 't- T I B
STEEL NON -SLIP' STAIR 0
N05IW5, TYP., CAST -IN L
CAST-IN-PLACECAST IN PLACE
PLACESTAIR WIDTH #54) BENT BAR
COW,. 5000 -2" EA. END. 4 CONCRETE SLAB
DONEL5 0 :24N O.C.
4 LJ4 4 NOTE: CONTRACTOR FIELD w TYP,
CIO VER.IFY FINISHED PAVING \_51TE PAVEMENT T 4 B #44) CONT.
DES.' VERIFY G?UANTITIE 6" 5PHEf;?Z REF. CIVIL Vksle5.
REWIRED FORSTAIR RISERS.
AND TREADS. MAINTAIN 1111
-5 AND MAX,70/ -O.TREADS
U- TREAD SIZE 4 E
MIN 6" RISERS.
x
-Typ*_/� CURB REINF.
#34> DOWELS
0 24" O.C.
ALL EXTER10f;Z RAILS To
BE,
0 A InV 1K 1^ C%lr%K 1��..�C,�..�.15 THICKENED EDGE DETAIL (TYP)
I^ A to""tt A!7AI VAN17FO PAINT Wim 'm a sisift awk wimilim, mft� mom viieviii, a momm a glummm, Arsimim, 1A PAKAP n�-rei� (TYP)
ANCHOR LAYOUT FOR
DOCK FLOOR CURB ANC7LES
REAR PIT WALL, " " l2'_ �12_' I1a
TO BE PLLt-e.
F':�� SLOPE a S AR # 51 D �g
CONT. 3x3x1/4" ED W/ HOOKOF 1/4 115
ANCHORS {MIN. b" LON6) O 241, O.G. PERMI551BLE Fh A�GONG �12.
(PAINTED) VIA 6" L6 LOCATED
A5 SHOWN
SA
LAMINATED MUST BE
T0 TO
1, DOCK BUMPER DOCK FACE
ALL CURB AR%-E m ANGLE BE7NIEEN �TES .
r '�► , cV JOINTS
BE kIEL:DED 516E E5 REAR I SIX FOOT WIDE LEVELERS TO BE
• :� { Q ANGLES MUST BE
„ EXACTLY g0lP WITH 5 (FIVE 6 INCH P EL.D5STITCH 11ELPED TO REAR 1T STEEL.
' ! �♦ 5LOPE DOWN ---•- ,' PITCH PIT PIT STEEL FURNISHED BY (9.C.
FLOOR 1/2' OR AVAILABLE FROM KEL.LY CO. AT
O •• ALL CURBL. G
ANSLE
3X3X3A6 ADDITIONA05T.
CONCRETE BEHIND PIT STEEL MUST
a-` -'t:"= ,4=- •. s :• BE WELL VIBRATED. $"
-` • .' CONTINUOUS 3X3X1/4 ± THICKNESS FOR PIT WALLS, PIT FLOOR
y _ PLATFORM EDGE ANGLE AND DOCK FACE,
I" DEEP SEALANT CJ
(GRATE '11 r p= " ANCHOR LAYOUT FOR. E%)MPER
DR ---► AIN MT& ANCL.E
n It�ra "
GR PIT y
30
scv�
NOTE:
MOPE -La M606K
1. PIT DETAILS SHOWN THIS SHEET ARE FOR KELLEY CO. CAPACITY 25,000 LB5
DOCK LEVELER MODEL M606K
2. PROVIDE 5" GONG. WATER 5TOP5 W/ KEYWAY AT ALl
02 SECTIC)N THRU TRUCK VI/ELL/LF1/ELER REINF. GIG, CO'N5TRUCTION JOINTS TYPICAL AT W3 COCK LEVELER DETAIL
" RECESSED TRUCK WELL AND REGEIVIN6 DOCK. SCALE: i/2'=I'-O"
5GAL.E1 I/2 �!.-0 3. REFER TO STRLIGTLIRAL. DW65. FOR STEEL REINF.
AND NOTES..
5TEEL 10 GA. 5TD. GALV. HIGHWAY
P05T5 (GALVANIZED)- GW/ GUARD RAIL TERMINAL ENDS
as , � ......._ .....
63
t
y
-- FIRE 51AME-SE CONNECTION
1 REF. PLUM 51 NC Di05,
j
Q;
ONE HOUR RATED MALL REF. DTL. DTL. # 02/A-2.0 5Pf2INKLER ( 1
VALVE R.M. ii v
LADDER 4 ROOF HATGH i12" THRESHOLD
REF. DTL. # 05/A-5.0
- _...,..,....,... I
TELEPHONE PANEL BD.
-
REF, ELEC. OWG5.
FURRED INTERIOR WALL
REF. DTL # 04/A-2.0
.. �- PIPE BOLLARD
REF, DTL. # 9-7/A-1.1
N
cf1
ELEGTR1GALi PANEL
REF. ELEC. [ W-55.
1(
- 5A5 METER 1 f
REF. MECH. >WG.
HEAVY DUTY G.1. TRENCH FRAME 4 ¢-�a P05T BOLT
BY BARRY GRAFT CON5TRUCTIDN 5/8"N x 2" 1/2" THRE5HOLD
CASTING CO. GRAY CAST IRON #B-H2O6E i('1 ER P05T O
—WITH I'7" WIDE GRATE 4 15" DRAINING i 52-1/44x 52-1/4" M.O.
x LONG. PIT. CONT. 3/4" CHAMFER— Q " " D.S.
48 x 4P COMPACTOR DOOR
PHo1�lE t-800-24t-�a3a� — L �= �r ' I = ' �. E / l� 2
' 1--+ r 48 A.F.F. I
&-O' I'1" iS6'-O" r •� PAVEMENT, REF. CIVIL b'-O"H. x b'-O"W. f _
TYP. `1' RE1NF. GONG. — a / O/H DOOR 1'
I
SLAB W/ #3 O lb"O.G. E.W. + i
SLOPE R.ETAININ6 WA1J
5L.OPE
, SEE 5TR
' ' ... �: ,► , .. , ' PAINT TO MATCH
f ik 4 %Z
_ ,, • : 4 : ' BUILDING
—
_ - �
0?9
EXPAN FILLER
c>r.
I
'1 GONG. PAVING
-T-
..F✓ :.'�..,_ Y_ -+ O 1U• O., i : i •'_ 'l
,
.T^ n
_SVE
s 1
1"
t
DRAIN SCREEN ry
r_D" 4'-0" v , 3'-b" 41-b"
40r_brr / 51 011
PIPE LLARD
DRAINAGE TO STORM 5E1�R�c
REF. CIVIL ii ++ {{ yy 44 {( {{ i
� � � P-Er. # 0'7!A-I.1
N COMPACTOR V 1
04 TRENCH DRAIN DETAIL 05 GUARDRAIL DETAIL
SCALE:
I/2"-I'_O" SCALE,
+w Ea I(L "=1 '—" ----8' HIGH 5CREEN WALL N
..
Cq
0TRENCH DRAIN REF. STR, PAINT TO I
RECYCLE CONTAINER MATCH BUILDING j T�
04/A--4.2 O.H. v1 C3
CONCRETE PAVING FOR
y' COMPACTOR, REF. CIVIL 0 ^'
CO
CQ
1 1 I I
�--- GUARD RAIL U
PAINT "P-1" PIPE DOLLARD
f i ry 12'-0" TYP. O'7/A-I.i REF. tPTL.. # 07/A-i.t C3
. CQ
GUARD RAIL.
..r
PAINT "P-1"
11� �
FIN. GRADE # "Z
1i t �i DRIVE PAVING, REF. CIVIL
4" L. O TRAIN �
- - - - - - - 05/A-1.2 '
THICKENED EDGE W/ - - -
/ W/ #4 CONT.
t -r':a m:e ura•r t .rrtts-, .n rrarC r-wps w r•�ocn;na mowble
tt'+•• is '.:w;qf-+.rr'Sc< Heys nr m♦L..ment al.e4a ir,
.........._.. _ _... _....,.1 2"4) PVC 501E DRAINAGE PIPES THRU WAL..L ,.
W1 METAL. SCREEN O 501E 5tDE - 15'-0' O.G. MAX. '7" GONG. SLAB W/#3 BARS '•r ,s `:ter °:x - ^•
/• ii���� , c-, ,r''r 0Iv an ar 4+nmu^a yt r<...-r s,r,>;.rct x a^g :2h•!
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t..a :vfr.•^:, w-'..»7+.ry.- a•.re».r.p,•. F:m Kalgaa d<
�r T, YAr :Xw'h+� b 4 m%attCit
f' _ - ..d',' - •I br,r,en� rv,:r'pla,a,:k m'arivv artC ira c,:,t'.irxp penrs,Yieg, .
j 1
06 TRUCKWELL SECTION 0 .�.
5GALEa 1/4 gl `V -
�- - --- ---. -- -, =_ -- — = =--- --- = __ �_-_ --- - - - ---- .- -- -- - --- _ --. ---- -- -- - _ _-- . _ -.. - -- ----- - -- -- - _- _ -CONCRETE
_
TRtGK WELL, " THICK #3
95034
BARS 0 !b" O.C:E.W. !
PROVIDE GROOVED
TEXTURE IN GONG. 1 drawn check by
5 A5 INDICATED
date
23-JUN-95
print record
issue mate
/
'
PIPE BOLLARD
d REF. DTL. # G%I/A-ia
ENLARGED 01 DOCK PLAN a
r
u
r
Design No. UAL
Assembly Rating- I Hr; Noribearing Wail
2 4 3 5
- --CONT. TOP RUNNER
FiLL DECK VOIDS H/ INSULATION /--- METAL ROOF DECK
• �� I ► � �.... (FIRE 5AFIN6 AT RATED WAI_L.5)
AND FULLY SEAL BOTH SIDES j' f
FIRE GAX LY,
.r BDTH SIDES AFF
_ s - METAL WALL
FURRiNE 5TU05
v,
P •° I 40 24" O.G.
' I
1. FLOOR AND C.EILINE RUNNERS - CAannei-•sh ped runners, 3-5/6 in. wide by I In. deep, fob-
r1cated from 25 m5e gain. steel. Attach to floor and ceiling with fostanars. ({) LAYER EACH SiDE ``-- FLEX HEAD 4
2. STUDS - Channel -•shaped, 3-5/6 in. wale by 1-1/4 In. deop with 5/16 in. folded back return. (0L" TYPE A SI BD. ILEA. REF: AFF
Fabricated from 25 WE)& gain, steel, spaced 16 or 24 R•t, C.G. Length of studs to be I to
less than as hWt 5PEG5.
5,. BATTS AND �T5• -Nam. 'i-I/2 in, thick glass fber bats with gloss, Boor meat septum. b" yILEA. MTL. STUDS � ALTERNATE "
€. supplied in 16 or 24 in. width*, Installed to fill Interior of stud cavlties and friction held, ® IV" O.G. .. TOP OF 5TUD5 CLIP5 0 L -0
r IN9 FI$ER6LAG5 GORP: TYPE F6 O.G. VERT,
4. WALLBOARD, CvYPWH* - 1/2 in. thick 4 ft. wale, eattoched to steel stun* and floor and CONT. BOTTOM
ce11 runners with 0.12*1' In. dia. se lf-4r(liing, self- N steel screws, i in. spaced . 3" AFF
M�y p 1�g. — _ . _ �_ __ . _ �_ - _ .r _ -z -
8 in. O.G, along *dyes of boards and 12 In. O.G. M the field of the bvards..ialnts centered _ A RUNNER
over stud0 and staggered an opposites skies of the ease arrbiy,
See Holkboeard, sum (CM0 category for ncarnes of monufacturer*.
5..JOINT TAPE AND CrOhi 0JW - V"I based
powder or premixed jo t con pound, applied In
two coots to joints and screw heseads; papa'" tape 2 in. wide, ernbTedded in first toyer of
cornpeaund over ail joints. ELEVATION
E *Bearing the UL Glassiftcation Marking
4� U.L. 1 HR. 03 DETAIL 8ECTI0N PART'N HEAD
04 FURRED WALL SECTION
SCALE: i 1/2 =1-O CGPYMW �4 U.L.
INRECTORY PAGES }52 SI1d 1053 SCALE, 5"= V-O". (TYP. ALL FULL HT. WA1 L5) SCALE,
20 GA. 5 5/L" 5TU05
4"
0 24" O.G. MAX
a F.J. ADJACENT TO
,�-
TARGET BLDG.
BATT INSUL.
4 °
BETWEEN 5TUD5
`-
FULL HEIGHT
-.
4 : ; •
I
Cz .� -
LTERNATE H
d 4•
{
TUD W/ CLIPS
4
B=-a,AFF O.G. PERT.
5/6" GYP, BD.
I
Q a.
4 d '
25 GA. 2 1/2" 5TUD5
ri
0 24" O.G. MAX
d'
1` r
TYP. UNLESS
5CHED. OTHER3-415E,
:. a. d
`
y!
HEIGHT A5 SGHED,
4
�-
_.
0
CONT. BOTTOM
RUNNER SET IN
4p
'
MA5TIG 5EALANT,
4
,
{�
CONT. CAULK
4
1
FLR. LINE
i i
4 c
v d
4v 4' 4 A
_ • 4 •4 4d
44
4 •
SECTION
BOTTOM OF ROOF DECK. -----/
CYP. BR•D. TO DECK
TAPE 5AND +3 PREP -'
TO RECEIVE TENANT
FI N15HE5
ALUMINUM 5TOREFRONT I �E� ALUMINUM 5TOREFRONT --
l W/ 1/4" TEMP.CLA55 TO MATC,4----_ W/ 1/4" TEMP.6,LA55 TO MAT
Q --- EX15TINE CENTER EX15TINC-7 CENTER
r
AUTOMATIC ENTRANCE
51-IDING DOOR5
A B
05 STOREFRONT ELEVATIONS
I
fi
tj
ROOF SLOPE
40'--Ou
ROOF CRICKET
► ROOF HATCH
REF. PTL. # 05/A-5,0
(VERIFY LOCATION W TENANT
BEFORE IN5TALLATION)
ROOF WALK BV5.,
REF. 5PE05- -OVERFLOW THRU-NAL
5cuPPER!5
PAINTED MTL-
PONWPOUT5
-OVEfZFLOV4 THPU-WALL
cc- CRICKET 5CJJPPER5
PEREo ROOF INeO i
/-PAINTED MTL.
F. SPECS. DOMSPOUT5
�C)F CRICKET
kpERED ROOF INS-5UL.
F-F. 5PEC5. -\ " - 1�
1
02
04/A-4.1 <
30'-4- A.F.O.
A.F.F. T.O. PANEL.
T.O. PANEL
T
i
0
STL. 5M.
REF. 5TRIXT.7
5TL. COL. .
IzEr-. 5TRIXIT.
505P. PLASTER
SOFFIT
02. ENTRY ELEVATION
50ALE: 1/8'=l'-O'
04
1-51'OREFRONT
LINE OF CANOPT'
COLUMNS IN FOREGROUND
WHERE STEEL GRILLS SPAN
ACCRO55 MASONRY CONTROL JOINTS
0 NOTE, 2
4 SEALANT JOINTS AROUND ANCHOR
CM TYPES TO MATCH WILL HAVE TO ALLOW FOR 5/&"
EXISTING SHOPPING ,
mr
MOVEMENTS ALL AROUND
-5TEEL ANCHOR
CENTER COLOR SCHEME < <
54-90 A.F.F. 02/A-5J' 54'-W A.F.F. <
T.O. PANEL - - - - - - - - - T.O. PANEL -
<
OVA-3.1 2411-40 A.F.F.
50'-4- A.F.F. -4" A.F.F.O�/ k-3.1 O.H. T.O. PANEL �$-4" A.F.F.
T.O. PANEL 2q' 0 1 -5
0 C3 0 Cl 0 0 01 ...... .......... 0 13 0 C3 061A
E3 .1 O.F 06/A-3.1 O.H. T.O. PANEL
T.D. PANEL
-7
W/A-3.1 o.H I" EXPAN54ON
JOINT
LINE OF ROOF -]EjE:I-
.................... ..........
F -jtt
ED BEYOND L - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - -
�ii
NRY MA50NRY CONM)L
N CONROL JOINTS JOINTS, T�rP.
0 _13 0 NE OF ROOF"` 1) LINE
V fi
AD N
i l3JA-'7.0 _ f i � - ® i � tom+ /0 .0 /A-
-7
01-On
FIN. FLR. '17 7--
\05/A-1.1
- -
- - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - -- I
01 FRONT- WEST ELEVATION
SCALES 1/8'=11-0'
PANEL JOINT
(D
T.O . PANEL
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - Oq/A-42 NEL 0 R055'RK
- - - - - - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF BEYOND ROOF
- - - - - - - - - - - - - - - - - - - - - -- - - -
-- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - -
- - - - - - - - - T.O.T/I
15/A-4.2 51M.
IO/A-42
P.J. P.J.
I" EXPAN5 ON
AV i ENT
JOINT
%
<ED
-4 7\
DOOR FRAME
F. F. 4 RAILING, TYP.
------- -
1 Z --- . . . . . . .
tt 't
CQ
m
0
0,
C)
aM
CO
0
td
CQ_
0
CQ
NOTE -
ALL TITL-W CONCRETE PANELS 4'COW.,RETE -b� O..U�t. *tWkh& ;11 hod Copy 0-1Wt4ro �,sobft
folmot, is 0000gHed and w jnstru-en! of S-A:** h
%RFACE5 EXPOSED TO VIEN TO BE PAINTED NITH
04 SIDE SOUTH EL4.Vl"1TION not TEXM)RE-D NON-CEMENTITIOU5 ACRYLIC COATING t-v iony P.,v � ntmmeio'. a �ft pro;*'lt oroy 60W
wo ' e�i� A" f*o vl�dfftq �pynq ur%d,�or mo4frnq
SCALE, 1/8'=l'-O' SYSTEM. dc�lqrf. "It ."'tter pw-'"-� t'� *.Oqfm &
mlondft
of '�X-ot '�ooy6qm 141� Lincoth4ozed tamo of iNs
EXT��/�LROORvimop!
4
A
SCHEDULE
95034
CM FACE "
34'-W A.F.F. ( Z 04/A-4.1 O.H. 09/A-3.1 BY FEATHERLITESPLIT (FIELDBLOCK 51-LIME0GK) ONE
REF: STRUCT. FOR PANEL SIZES
T.O. PANEL
rm SPLIT FACE GREY COLOR drawn check by
BLOCK PAINTED P-2 COLOR
M
CMU5MOOTH FACE BLOCK PAINTED
P-1 COLOR
<
< date
EXTERIOR COATING5 COLORS.
25'-0u A.F.F. A.F.F.
i -JUN-95'
23
B)ROONDY ACCENT COLOR
`T.O. PANEL tJ TD. PANEL I
(BENJAMIN MOC*ZED #126-7) Ou 41-0" f
OF ROOF BEIGE A(XENT COLOR (5HERHIN r LINE P41LLIAM!5 FAUX MARBLE #2015) pint record
OVERFLOW SCUPPERS Typ. BEYOND LINE OF ROOF
I TYP.
Tyr,
NOWILLIAMS issue date
- - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - - - MAISON BLANCHE #206-7)
- - - - - - - - - -
FIELD COLOR (5HERAIN kqILLI
TEAL ACCENT COLOR (5HERNIN
1-5/A-4�251M� HILLIAM5 OVERSEAS #.23qe�) P.J. P.J. 00k#6POUTS
OVERHEAD DOORS # 15/A-4.2
r. NOTEt REF. PAINT SECTION OF
E N51 CED -3
Cr SPECS. FOR PAINT INFORMATION
= DOCK
1101 L K SEALS COMPACTOR
T CCOR
5 N.1 P-5. 5TRAP'0 P-3 F-3
07
P-3 03/A
3 PER 0.5.
FRAME
4- RAILIN5, TYP.
ArrR 01-00 -08 01
JI.F
--------------------- -------- sheet
FIN. FLR. FIN, FLR.
LR
r------------------------
------------------
6
CQ 90 HI 6H TILT-4
TYPICAL
7 j-j-
SCREEN k4ALL,
I V40 SIDES
CONC. TILTHALJ- PANELS TO 13E ------ --------- ---______ --------______ -------- REF. STR.
OI/A-4.2 /A-3.0
PAINTED BEFORE INSTALLATION ELECTRICAL EQUIPMENT %-. 06
POCK BUMPERS
REF. 51 TE AN17 M.E.P. Vk%&95
FOR EXACT LOCATION OF EQUIPMENT A 3 0 �04/A-5.0
COCK LEVELER
Im -&I CIL
"'t'� or '�'j A
." PROJECT. v J, I llw^jkcl� NO,' SHEET me r. blo SCREEN KALL,'PAINTTO MATCH 06 SIDE 'SOUTH ELEVATION ENTRY SIDE ELEVATION KEYPL.A►N
LO ptd ;nstn4wmyt of S*rv�cm in
fQr WhiCh 4 *a* prfppar#&
a EVILDIN9. REF.
This doaumaat b not r4on4W Or 5M SCALE, 1/8'=I"-Q'
.-*I,*,I-d for SCALE. SCALE:, NONE
project
DATE: P�OJ;2t. °°rh
'roUse. indUdinq ,Py,,,,Pr. .1 dy*X�r
ftlociat" for the fWffk pUrgaft 1~"d PLOT SCALE.
E I;X�Pl,l
JA
of faderal copyright I*.. UA 1zed u" of Oft
the docurrmrrt. �itf%Wt .11tten P-lxs�m " 7dr
ro
5