15333 SW SEQUOIA PARKWAY BLDGS 227 228 229 ...............
KEYNOTES
I. (;(A(,kLIL WULW&A' %I*f 10 PAAhro T(VJ(_AJ
2, 6" rXIRUDER CURB, TAPER A I WALY, V)
J. MKI 1,ARKING -- SEE DETAIL 4/5b4 LAJ 'n too
4 4" WHITE PAINT STRIPES 7YPICAL t'd
5. DISABLED SYMOCk - SEE DETAIL 6/'64
6. DISABLED SIGN - SEE DETAIL 1/504
ig py
1. DISABLED VAN AC(,'c-,!; - SEE DETAIL :/504
5'--Ow CONCRETE PAO AT EMER(,EhC( EXIT V)
9. CANOP f ABOVE V)
10. LXMING URIVFWA( 4
ry
V"
X 'u
Lai O C.. 0 Cqo
j7�
z 3i 0
LAJ ......
......... ........
SITE CRIT5ERIA -6 0 e,
W S Z u
\_ BLDG. "ONE Ip
SITE AREA 214,899 S.F. cr)
B L 1)G. AREA w C,4
BLDG. #227 31 ,872 S.F.
SW SEQUOIA PKWY ...................... 8 1-D #228 22, 485 S.F. Lai
BLDG. #229 8,995 S.F. c
0
TOTAL= 63,352 S. F. UJ 00
E B-2 <
PROPOSED USE: SPECULATIVE'
of 4t:
(.'ONSTRUCTION TYPE IV SPRINKLEREE) 0
(-�4.0' Typ.
0
PARKING � w ..1. 9.
h TJ
.3 181 Oma;
25 4
I PROVIDED 5, 0/1000 32 1
REQUIRED 1 : 350
26 &\ 4,6.0' AT PARKING 1
4
BIKE PARKING 11 : 15 (21 REQ.)
LANDSCAPING
10 r" rL .,., 1 REQUIRED 2 5;;','
T PROPOSED 27% 57,210 S.F. <
22 33
cc
33
32
6
--- -- ; BUILDING #228
CL
2
LLJ
14.0',
A_
W
z 4
BUILDING #227 5
4 SD4
ICU-
r I Qo O"
33
3 J2
Q
0
5 7
0
a
5.01
lyp. AT
WI 10 6 _�7 DOOR
C/ _ - \ /� i /
80.01 100.01 80.0'
_v_ ctry QF TnAADf
04 oA 10 Actproved..... .......... ...... ........ .
OD
Condftomogy Appmw.1... ..... ... .. ....
6 FrxorUjfh.ov6"K ,d
PERY17 NO.
C� See letter to.FY,o-,v......... .....
N7 AlUich. ....... .....
9 \\�CI4 j
4F
r
jj-
N 5 ,r. IR14%w BY.
CAW / 13K
"5
BUILOING #229 C"ECKED7 9'v
-Ryv
TYP. -AT
DOOR
_.. '_1-; i
44 wS 14- OWADVAL Cr
C� 4
C;
9.C'1--,, 00 C14
TYP.
26�
LL
SW 72ND AVE
n
cS D 1
SITE PLAN V1C1.N1.TYMAP________
O
N T.S
20207 '
'iFQUOIAPARKWAY 15353 SEUU01APARKWAY.1-5333 REDWoof), 1000
:wP 92-0149, W 06 227 BLIP 92 0150. HLDG 228 13UP 92 0151, 13trt)(' 229
AS FILED FOR PERMIT MAY 8, 1992
MICROFILMED
FOMR- I (ILAN MADIF. IN CHINA IN
—---
C3 -mow
4
GENERALNOT.ES
- 1. SU SHEET SD3 FOR GENERAL NOTES. GIN
wx �
. A
e
"'.-- � _,,, .. ) ;1 \` •,,; �w.-, _ • ' <
a rc 04
YI
OIL GRADING NOTES
- _ - - ....
-t- w-
1 Q
1 \•1 �. \ I i 1. ROUE H GRADING: BRIN(, ALL. FINISH GRADES APPROXIMA rE LEVEL-S V) L a
INDI"ATEU. WHERE GRADES ARL NOT CTHERWISE INDICATED, FINISH G*ApES �.
ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS
GRAIIIE OF ADJACENT STRUCTURE. GRADE 70 UNIFORM LF CLS OR SLOP}:; ' • aC d'�
V HETtIEEN POINTS WHERE GRADES ARE GIVEN, ROUND OFF SURFACES, A1/010
ABR JPT CHANGES IN LEVELS. ROUGH GRADE TC ALLOW FOR DI OF' Z
CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PA,IED
DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED H,REIN, •yi/ C
AND PROS:DF FOR SURFACE DRAINAGE AcC,i •` Q
S+IOWN, ALLOWING FOR THICN►iESS p
OF SURFACING MATERIAL. Q �► L
r FINISH GRADING: AT COMPLETION O' JIM AND AFTER HACKFIWNG BY .t O fL :L Lj
OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WMiCH
1''''�•-• _.,- „,. -• '`f .. -°"" _______---
HAVE SETTLED OR ERODED TO BRING TD FINAL GRADES.
GRADING TOLERANCES:
T11I ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT.
•�\ _ _ -------- T _ -- FINISH GRADE PRIOR TO PLACING FINAL SURFACING: 10.03 FT C�
2. EXCAVATION: EXCAVATE FOR SLABS, PAYING AND OTHER dMPr;,.:_MtNTS TO W C "J
SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND ~ .
4++ ._-..., �; I Krff ',` .�, .. �.^_.�.., ....., �_ — -___. _ ---__-__ __--- --- - � "_.- i-•-,�' yI "_"�, . .+ OPROPER COMPACTIONWITH REQUIRED 8 � IN1AL
WQW SEOUOIA PKWY J ( EXCAVATOR(S) MUST COMPLY O 2575417�OUGH757.571;---- X AVATOR S) SHALL NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS
SEVENTY-TWO (72) HOURS (MiNIMUM) PRIOR TO START CIF WORK. DAIIACE TO r
~
L
r '•"� �' S EXPENSE.IES SHALL BE CURREC ED AT THE PERMIT HOLDERti' - O
cr
Lj cc
}1� "' -~ L', (' 3. SEE GEOTECHNICAL REPORT PREPARED FOR T�dS PROJECT FOR BACKFILL -
t
`- : " ' T "`••:;;• "•'•" --.._. _ � � \�'a AND COMPACTION REQUIREMENTS. -
A
._ ,
sry
ti r rat,,,.-- 4. EFFECTIVE EROSION CONTF'OL IS REQUIRED, EROSION CONTROL DEVICES C'
4 ._..� _l, AN MAINTAINED MEETING THE D.E.O. RFQUiREMENTS -=
E OF
CL
• -,. MUST INSTALLED D M
1 7 T'N� `\♦ ". '_ _._ `•""�yi•'I THE CITY INIAY, AT ( TIME, ORDER CORRECTIVE ACTION AND STD" AG "/, •
! w' - - "-- --------- - _ Y•'f -� 1 f{}� �`: WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. J
r- 1
164
.-.. / � � �`� .....�'{� '``. V�� •'.......^��- -
{ `�`�` ��` "'�" 'F DRAINAGE CONTROL IS REQUIRED. DRAINAGE. SHALL BE O
I ,. 4 "t` .�- __.... 5. EFFECTIVE
"f - ' �, \ .. "`' _•--- - CO TROLLS" WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT
Rim
rn a' (,_ - ADJACENT PRIVATE PROP�:RTY, PUBLIC PROPERTY AND THE kECEIVING _
I 164.40 �P ` . ._ --:. _ ,' / L, I�
�� U
4 I I �1 `'•• SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER --
} ImCO \ , 1 QCs FI!YC
CORREt:i:`:E AC"fUN AND STOPPAGE OF IVOFIK TO ACCOMPLISH EFFECTIVE �'-
DRAINAGE CONTROL. l
' { !.�' • : 63 i i it
RI
I I I 165 \,.,�♦ I \ � ` �,� J
I -
r , ,
"1 (� •.1 „_ ,' I 4....- / r` , _- -- - -" \ \\\1 1 -.. /'"..r^ '(}'1'. � ',....••..r'" !••{��'••"' ^,� LEGEND
RIM
EXIS 71NG CONTOUR
1 40
LINE
91191
BUILDING #2,:.8 i I � - ..-- \ ,-�w"'-� � I 167 PROPOSED CONTOUR UNE
F,F.- 4.00
MATCH PROPOSED GRAD'NG FOR STING SPOGRAEPACTRUST BLDG. 225,26 EXIzQ
ALONG GE OF PAVEMENT
I
1
- ,�.." - \\ '.� ' �` . / / I 70,50
PROPOSED SPOT GRADE
j1\ I
I 1 (� i
ro
\ p F� ( + 7//, �
- T Ui't + i?� d
Z I I I I� OftLill `
RIM � � �. 0 �-, �� � 1( ,�/ /�' ; � Elf BUILDING #227 .
lal � � I .. __,••. ham" -- I �\ 1 5 •t OT/.t
F *165.50 \
RIM I 6191
r X161 , ' (•' � ,'p.1 db \ � � �;•' �♦ ... � ''y - �
170 1
RIM ` i 1 % !� \.. \ _'#r•) r i A ,tel / F�"`) J^ /'e:i'`_..
1 h0C ;^ `1 163 rxi
r
,� 164.80 ¢° I
RIM
161.40 j • '� ti �..� l6,
Ln
_
RIM r' 1 � ^�• �- �
RIM DATE-
1166.50
.r ��..1 I i �__` ' i i !, j, ` h .- ATE:1 .50 ✓ , �- DnAa . BY:
1 I I
BUILDING #229
E,'E 5tf.
.. . F.F.-1 Q4.00 t - - i ` _y
'.v�`1 r.. �.� .. � �' 9'tl�'�% ���` �.-
,
E3cic4 J i �.
- 11 i 1 •\ I •� (•,_,� ` 16
RIM
' � � MATCH PROPOSED GRADING FOR
_.. �7 [��16) -�T7 I 165 PACTRLIST BLDG. #225,226
•., / --- - 163 1 31 �_�_�__ -_L'._ _ _ _�-�
...✓ �,`�
""- _ 162 ---.__ - - ----- --
`- 161 _•__ ---------._,. — 16.5 _..,_------ ' ,,. .••
n-r•• ... , z:�-an�r...:--•a-�- _'., -�-•. - •... 160 "'---- •-•----- --"-( 1 fi 1 � 160 /�'
SW 72ND AVE
-
_
w•
.s.,. Nr-•w ..
r'
-
D 4/_
C,4 , GRADING PLAN _ _
O
to
0
C14 oil AS
FERMITMAY
� � -fir*1W live 92049IV
,BLDGY 227 3 SUP 02.0150,8L AY15333 REDWOOD,70� FILED J 1:gOG228 BUP 92-0151, BLDG 1299 �/
MICROFILMED
in
I I i1l I I1I I I r1l I I I1I I I III III I I III III III .
1 Pon- �� � 4)MAD n� 6 C�� � �` IN � � � � '! CIS �
Ldi
.\.! _ \. tf'• 1 rel. C G
- r - �� . ., �,.�.,, •' �� GENERAL NOTES
1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGAK, F- C*1 C,•• � ARD WATER1,�TRIC', UNjr IED 5E'WERAG AGENCY AND THF r1Bi; rD' A .._ -- p'
ZN OF THE UNIFORM PLL''e81NC .DOE AND UNIFORM BUILDING r, C G vt A
', a,v 'tea�..... l •\� ..r �ti _f`f -- - ry l\ ` \l` � I4 . ; 2. WATERLINE MATERIAL. TO
WITHIN FIVE FEET BUILD:'• . 5 114
.I`�T �•-5-a . , :"l - 5
TITAN JOINT, FORMII%/, °!./ RI/h4`♦ R LINES: DUCTILE IRON,
TEST: E AN STERILIZE AS REQUIRED BY TIGARD WATT
UNIFORM PLUMBING CODE, •
3
:r: 'N
r
3. SANITARY SEWER MATERIALS: •N C
' 1 .. , - _
, ,. y..• M\ t `\J'.
�,`y • �,�, . .,? ,y .: , '' 11 �V� \ _ !' iI f ` �.-- � -r
INTERIOR AND
'
�
PVC CONFORMING 10 ASTM G_3034.WITH!N 5 OF BILDING: CA TIRON F1PE tOTHER AREAS: -NERALLY DIAGRAMMATIC, THEY DO NOT
4. THE WORKING ORaWNG� ARE iO
CcG
• - ..,., .- ._... ''� w. -'" .._,. . ._ •-' -'`�.,� _-�-- ._• ,, SHOW EVERY OFFSET, BEND OR ELBOW REG°JIBED FOR INSTALLATION IN THE
,.. � '� ' '" •-" -"'o_ ` •- __....•� _.--•''"" y- --- SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION. COMPONEWT
r. `�s•ti` \ ,�- y t. r __. .- -- ' PIECE, SECTION, JOINT OR FITTING REQUIRED 'TO CC*APLETE THE PROJECT.
ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH
--,__-___T EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION, �y,J
--�- EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF
SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION EY UNC04u,01MG,
PROVIDING
i SUCH 1S PERMITTED BY LOCAL PUBLIC AUTHORITIES IMITH
_ S'W �EOUOIA PK �r- JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR 'TO NOTIFY Ly,J
c -..
f,.--' - ENGINEER IF THERE ARE ANY DISCREPANCIES. U 86 i
r _, 1 5. PROVIDE CLEANOUTS AS REQUIRED IN 1988 UNIFORM PLUMBING CODE
-X 1
;�� +„-. ,/'Y a• �l -XST % -,T' /'7.na.:. _;. \,••^.,.� l� 1 4_ f�_XI`�T. F.H. _-- -- ``•`,,,•.. (tel
`- ! � 9 6641 / �1 CHAPTER 4, SECTION 406, AND CHAPTER. 11, SECTION 1107. w co
7..a 6. FOR WATER LINE CONSTRUCTION, SEE SHEETS Wt AND W2 ~
7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO
9t r- >r\ COMMENCING WORK. NOTIFY ENGINEER OF D15CREPANCI . O
r
IE 160.50 �� E-160.50 ' "
�... WM
.w
_ ,• -,,_,__._ - •'' .. � •""' F 69t 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSI��y CONTROL DEVICES •
CO / CO .' \. FDC •.- _._ _ , �"`\�
_._-- _ _ e• MUST BE INSTALLED AND MAINTAINED MEETING THE D.L.Q. REQUIREMENTS.
----- �... �" _
I � 7 � �� � /` � � �J'7 ,. '�.~== THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF
r C , - �""� `'� ✓ �" - -' 0 0 A EFFECTIVE EROSION CONTROL.
.Y
WORK T
� I 't ! "�. .J ' _�`�r r ., _��•r.�:..--'"'µ+ ACCOMPLISH EFF T R R
�N, r
_ 'o i Y -A ""` t ✓, -., /' r. 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE
O ' N I \ 7 �~ -~ CONTROLLED WITHIN H WORK SITE PUBLIC ND SHALL PR PROPERTY, E SO ROUTED THAT
AND THE RECEIVING
t 1 J y a _ �1N 1,91 + \ ��91
ADJACENT PRIVATEPROPERTY. 0 U �,
05% ~'`• SYSTE!4 ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER
I J' RIM=162.40 " ®` z<
N 1a1` ® --IE=159.90 6/i� ; ,p- "- " '� 'tom •-,. ' ^ CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE (1 •C
..\
� � DRAINAGE CONTROL.
fi- STM.
\ "z ��-"' IE 11.50 + \ ; I \' 10. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. Q 4
:,i• Iif' FW .0 CV i r
6" O 2.0% MIN.(TYP) ' CO 11 `\ � f . EXISTING TOPOGRAPHIC INFORMATION IS FROM TWO '2 SOJRCES.
I , o IE=159 69 �. - -.-_ -- CO - , \ \. 1 1 11 F ) CL m
u-, ; ' + �r, �� _. CONTOURS AND EXISTING UTILITIES ARE FROM DAVID EVANS & ASSOCipTES
AERIAL SURVEY. INTERIOR SPOT GRADES WERE PROVIDED BY PACTRUST.
i p
CO co
j � I z O 1E-159.41 i O ® \V �-� r' .
RIM=16 +
j IE=159.90 ^ �/_
6 -STM: ® vi
' I =161.50 I
•f. I z +a 1,0% MIN
j ILDIf�JG #2 8 0 _ _ _ 1 , .._� �--, i�� !--' LEGEND
IE 163.00 r ' I C _ D
'' CONNEC TO
1 EXISTIN 1.5 IE=159.30 N - CO
r-ti _ U + IE=163100.
STORM ' RAINS Q
_- ,I E=155. O(VERI ; ) -- 6" STM_ ®-- , ® -, I cn \ t\-- 1 ~., ,� ; ' .rte �t,� EXISTING ;TORM LINE
' n 6 STM. ®' y'� �\ .J
_ tf`
4.0% MIN. Z r cn r- , 1.09a [ \\ \ � _ - EXISTING WATER LINE
1? ! i I I . IE=156.53 i i G, vi I IE=159.11 s CO \ l • 1 1 r
8" STM 0 2.Or� o , IE 9.10 i ' ,n ' - •_"'•-- RIM 163.80 \ ;ar r• tW+Gt �. PROPOSED STORM LINE
vi cn o _-_ - a•
i�
' =161.30 \ r "j
C - o ® --- iJ N ,\\ \� lJ ,J j J --- -•• PROPOSED WATER LINE
{J
,
RI.M=162.4 t ., \\
IE 161.50 i IE=159.90 ca; I t ...- / ti�>' =
I , r'�9t�� / I • PROPOSED SANITARY SEWER --
to TM. IF 158. 8 + \ �--
' i CO i ® 1.0% MIN. I c
• EXISTING . IRE H�i P,ANT
NG
BUILD
Q 1 it a l /\\ Ut�l ( }f� J �•' PROPOSED FIRE HYDRANT
E7777 4' S.S. 2.0"� �I o vi I _ Ice _
i I Co " `r1 \� J - \ .`_ -r%j' i / �^ -{' nC PROP !' F.D.C.
Q
STM. ® j
! N \ /V �✓_ . w l CSE
1E=155.10 2.0% MIN L 'rte,
IE=158.70 CO I I \ j -L i
O i I a ' -- �`� ` �I v PROPOSED CATCH BASIN
jam' i I - <C,\ j I, l -tom
IM j lE- 63.00 \ c
�1 f • PROPOSED CLEANOUT
IE=158.50 CO \ • t aj• ^A \ / t % 1 C� { / v. '�,, ..._.
v' O" + �\Il ® ,�� rj j`1' r' O PROPOSED DOV.NSPOUT
Cly, t ,ear �!`y-
I r I -f =15 .5 RIM=163.901
I " 1E=154.10 IIs,-154.30 c3 ' ;, � '• � � / � ` ,
1 4 S.S. 2.0% MIN. �4" S.S. ® 2.b% 4" S.S. ® 2.0% ® CO C 4": S. ® 0% IE=161.40
CO i� \ r8
6" STM. ® 1.0% CO RIM=161.40 CO LC - IE-157.70. f ( � j r 7\ 6" ® 2,0%MI / \ 1 v��. � ` 1
IE=158.80 IE- 158.90 -- r �• 1 =158.70
6" O 1.0% MIN. 6" STM. ® 1.0% 1,
lQO
Ln
® i IE161.50 IE=161.50 i _...,. . „ + I IE=163.00 I` �. `u ;� �.. 1. \I ��,, . ....., _ - -aL
IR1M
-TE-='T5-7i62 6 STM, O \- ;"'�
CgNNECT TO 161.001
EXISTING 1E= 58.50 /�S6"�
TM. ® 1.0% `• `\ i ®
8 SANITARY SEWER ST I u. f \ _ 4.G% iN.
IE=151.84 (VERIFY). f I STM.® t�=1 .0 ( l y�l 1 \ -- --- ----- j \ `t `. ✓- .� S. St4UMAKER
SIN. --�-- ;BLIT TNG #22g I - _ �a _ �d - w � �....
7 /
i h ; IE-16 .'00 IE-162.00r•r 4'
`.) ( ,"^i-, 1\ I 4 b � I I � QV` 1 1 i_ 1•\ 1 � -- - ,�'{i. `-•'y �.. .
-
' ^ST. �' ' ADJUST MANHOLE'�,.., J ' -
r �, ( E N 1 ® ` t 2 DW j F" .•� � TO GRADE
CB
! RIM=162.50
04
IE=157.05 I RIM=164.00 IE
=150
r,1 r j j W IE=160.00 E=161.50
1 ,
6 FW 6" 1.0% MIN,
. _
\., 12" 5TM. 0 6% `� 2" TM ® Q.7 . - 12�®1. %
,tet(
-T
_l- E- 8 FDC
CON ECT TO EXISTIN J --
C
.MANHOLE
_ ,� . •:rY-�. ..:_'a, , ._ - _ -. . ... ADJUST MANHOLE - = 154. ) -'�',•.
I
. T
E Ot (VERtEY
TO GRADE i.
!.
RIM=163.00
CONNECT TO-'EYTSTING--..._ -- - - - IF=16O.5,7- - --- - -//
15" STORM DR1,IN STUB
-- - -- -- lE 154.05 (VE,<IFY) - _ -- --- --- -- - - !- - -
SW 72ND AVE .�
,� .•---� CONNECT TO EXISTING ,'t ._..... �-..•.-_- ._.- , , -.,.- '. . .
-• 12' WATER LINE. -
•
r.
J
r
UTILITY PLAN _
S Do
o
w')
M1MIOi1YW1` 5F,000IAPARKWA`t 15353 SFOUOIAPA171, FILED
��''` 8 , 1992 79UP 92.07,9,sLOG 8Upg2.pir� 9�C3.16333 REDVyt700.7000AS i OR PMAY �� � /
2a BUP 92
MICROFILMED
R ( I I I I� I 11111 I i , I1 f � 11111 � I I I I ' ii
}�- a�i '4T MADR TIN) CHNA IN I I
z
coisict?m rc IV- 0" (10) PACK"
TANGENT POINT OF CURB
OR AS SHOWN UN PLANS
(FPL
Ot NUWALK ,--1 114' GALV, STD, PIPE f
_��tt PLAN BROOM FINISH SUR:*ACi W� J
TOs- (IF CURB
Q CON
EVEN VATH PAVING
E X fRUDFD
OF SIDEWALK 8
GNA(A PER
STATE Rf�ojlfPEMENT
FINISH 9 5/8" SEE DE fAil. //SO4 ruis" ivro-o J
RADIUS EDGE
Pt AN
f0a EACH SlOf
}ITS A 7 OC rr,
6" CONCRETE V)
R -
7F x (yoss
-M
(SEE DETAIL)
ON PLAN XTRUDED CONCRETE CURB 6"0 CONC. FILL FINISH
Lj
TYPICAL EXTRUDED CURB
DIMENSION
+I+wiv SET IN EPL: CEMENT ',AME AS ADJ. SLAB
NKN FINISH GRADE A.C. PARKING (SEE
-ASPHALT PAVING n 1, ALL D#SWLD 5 IRV
SABLED SlAWOL,
TYPICAL. PAVING SECTION) PAIN TED PER
56,
A OREC�pm LAW
kv TH
i LAJ
ZZ Wj 44 7 243.
do SEE DETAIL O/SD4 AW '�;fAAQE f0 L z
-COMPACTED FILL
oc
2, 01SA&L.EL CAN TO K
CONCRETE WITH 1,f I �h rl
fff - - PAINT SIRIPE TO S" FOR
IN W-44 Tl:,
-CRUSHED ROCK B,.SE 01:�7 VAN ArffS`S LOCATIOWS
CONTROL JOINTS AT 4'-00 O.C.
M m IAND WA f OC "NTERED C,6 *0
AND EXPANSION JOINTS AT m. (TYPICAL) FOR STAkDARD OtSABVI
20'-0" O.C. y'-0_"
W Ili—
ELEVATION (Typic T'VA iipAcEs
e,rAT r)i,411
SIDEWALK EXTRUDED CURB AND TAPER CONCRETE CURB
r2 3 �CO RIBBON RACK DISABLED PARKING STALL
V
3/4'-• 1 -07r.
cy)
0 �SD4 SD4 VERIFY LOCA PON W1 OWNERS REP. N.
ON!
c
-----CAULK PIPE INTO HUB 46
00 DISABLED SIGN NO.
OP20-6B (.090 ALUMINUM —HINGED TRAP 0
PLATE WITH WHITE LEGEND co
Ir 7' 6\ Q)
ON BLUE BACKGROUND)
TYPICAL -2'-4" x 2'- 4" x 2"
PkqkK OT14 D.UV,
WAXID MUT(MY CAST IRON GRATE C3 N
WOLATORSWU I to
PLAN
T 70g'L MN",w ---------VAN ACCESS SIGN NO. f---�4) 112"0 HOLES 0
+ ORS 101 W OR20-61) (.090 ALUMINUM EACH FACE ATBASE SECTION, CRUSHED
PLATE WITH WHITE LEGEND COURSE LEVEL ROCK BASE OR LANDSCAPING �u
VAN-ASE ON BLUE BACKGROUND)
r 3 112" X PROVIDE AT VAN SPACE ONLY -PAVING ----------CONCRETE FRAME CASING
X CLEANOUT FRAME AND COVER
ri
J* WIDE PAINT STRIPE 90 OR 04 rNs"09,00%94r,
TYPICAL rora4w J
2.)
V)o Z
M .01 0
1/4" STEEL ALL WELDED
CONSTRUCTION. ASPHALT
----------------GALVANIZED STEEL POST
-----45' ELBOW
14,
o
r
EMULSION COATED INSIDE C)
AND OUT. 2'-0" x 2'-0"
VERT x DEPTH REQUIRED SEWER LINE
1. ALL DISABLED SIGNAGE
TO COMPLY WITH ELEVATION 5' WYE m
ORDINANCE ORS 447.233. -SLOPE AND I.E. VARIES
L
2. VAN ACCESS SIGN SEE PLANS
4" 10" RcQUIRED AT "AN
AC-CESS PARKI G SPACES NOTE:
CN
ONLY.
—MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREA-.
2) LYNCH TYPE CATCH BASIN OR EQUAL
ELEVATION
Nt r7 -CH BASIN, W/SUBGRADE HOLES CLEANOUT
ro DiSABLED PARKING SYMBOL PARKING SIGN 8 �CAI
,.=l._C 01 V)
VM-4) 314"=1'- 00 I �SD,4j
V)
NATIVE BACKFILL COMPACTED
TO 85% OF MAX. DENSITY
Fr-
(SEE SPECIFICATIONS FOR
COMPACTION REQUIREMENTS)
—PROPOSED PAVEMLIJ AREA
SEE TYPICAL PAVING SECTION
1 112"- "" GRANULAR
BACKFILL COMPACTED TO 98%
LANDSCAPE AREA PAVED AREA OF MAX. OFNStTY (SFE
_SPECIFIC,ATIONS FoR
Vot 0 COMPACTION REQUIREMENTS)
0 0 0.. 0
3
112"-0" GRANLIL-4
BACKFILL COMPACTED TC 4517
�/ �' ' - OF MAX. DENSITY (SEE
/ ,?, - SPECIFICATIONS FOR
COh;PACTION REQUIREMENTS)
--3/4" - 0 GRANULAR
', �• / ,. , / BACKFILL, (SEE
SPECIFICATIONS FOR
COMPACTION REQUIREMENTS
z
0:
N -AW
IL
CL LL- ------SEE UTILITY PLAN FOR PIPE
:HECw,--
SIZE AND TYPE (MAIN PIPE)
6o UTILITY TRENCH DETAIL
N.T.S.
air
Room"
z,W
S D 4
292077'
SFQUOIAPA.PvIVA�
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#,r",4Ai4w Orr jp
13UP 92 01+51 13166�29
• MICROFILMED
11111 11111 11111 IllillI IIIIIi� �III �1 111 � I17
AMR- OL40 4114ADW N CMNA
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ON
W
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SW SEOUOIA PKWY W
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SYMB. COMMON NAME BOTANICAL NAME 0
arx ® w l n RO RED OAK OUERCVS BOREALIS I� f
I _ FC FLOWERING CHERRY PRUNES SERRULA N L
I JB JACOUEMONTII BIRCH BETULA JACOUEMCNTII ON
HC HOCAN CEDAR THUJA PLICATA U `�
CAM HINOKI CYPRESS CHAMAECYPARIS U G �7
1 Ll SUR SUN TOLERANT RHODODENDRON (I' O.C.) = 0 l
SHR SHADE TOLERANT RHODODENDRON (1' O.C.) —
_ 0-0
_ uw LS MIN OF. RHODODENDRON, AZALEA. VIBURNUM, ILER, Q
� �Ay COTONEASTER, ANDROMEDA. NANDINA
a-m
IVY
' uN c
- SimSUR
Ila
— BUILDING #228A IL
-- LAW ` J
i —
` w
CL
14
ID
Z
Q BUILDING #22�+
An \ \
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9
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R 3iWRIL" \\ 1\ 1 .-
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— 8-92
` )
LAM DRAWN B
;tie — SUR CAW
_ BUILDING #229 - - LA
CNE.^1.cEC 5`
cul Jim -- 5. _;f„� DRW
RE ASIO.NS
I
NR Y \
f - 1
1 \
/ OOB1""'irxocAR.v Sw cAu I \
cusrwa siN¢r ------ --- - -`
SW 72ND AVE
LANDSCAPE PLAN
\ 1'-30.0' L
h
o JDe �c
29. 077
9 MJOAPARNWAV,15393 5E0001APARKWAY,15]33 REDWOOD.71M
A3 FILED FOR PERMIT MAY 8, 1992
_3 �! +P.lB91/v.BLOa.l2i,.... iMP S�'4.5•ar�56ry;M iYP.YFNF1.1tt.00 x'1B — -----
a
Arrl� D1 19 X17
. , 29 *
MEOW-
KEYNOTES
1 1 AL)JMINUW 510WRONT SY5 If W CL
9 2 11k)GY vENCER OVER COMM IL PAWLS
0 S BRI(,se LINE A8rjYF
'4 (4 V)
4. METAL ENTRY CANOPY
5, CONCRETE SHEAR *ALL - 5V DETAIL 5/Ag
3 5
8. '5' 's 9' STOREFRONT DOOR
6 < /> < 8 > 7. 5* CONCRETE !kAb TYPICAL. SEE INTERIOR PLA.%!, F10 OrMf*'.
334-00 76' 3" 0 12' ti 50' FOR 'LAE! SLOCKOUTS
�/ -... ._____-___.___ -If S. T.S. 0' x 6 3116'
4 112"
4 26 ._3" SO. CONSTRUCTION JOIGI
NT - SEE DETAIL
V) c;
4'-0 1/2* 11-4- 6,.$ I/
3 p A- 1'-4*
5' 4 112" 14'-Ir 0,-r 10. CON TROL JOINT U DE TAIL I 581AB
1 112* 2'-1 51-1 1/2,. 11. 2'--0' x 2'-0' 8LOCX0UT Al RFCUSZi� BArA
'7 112 4'
13'-9' 4'-
12. FILLER STRIP TYPICAL 46
r
13. BA]. ROOF 6
14. 101320 PLYWOOD ROOF SHEATHINC Its! EXT 0 0 1
GLUE - SEE NAILING PLAN
Q; 0
c� b 0 d d0
15 2 s 6 SUBPURL INS AT 2'-0' O.C.OCW/ r4wPSON F 24H E
in C4 cu < c
Q 0 0 HANGER EACH END TYPICAL
B Do L. 0 c 0�
16. 2 112* x 180 GLULALM PURLINS 1� - 5/8' YV/ SIVF50h a I
------- - HW2,618 HANGERS EACH END TyPICAL, .,TART LA*f04' AT GRID I r'. C C V
LAJ
a OC4
17. P.T, 4 x 12 LED(XR - SEE DETAIL 141AS & 131A8, TVP. AU EAS' 0 in
-j
AND WEST WALLS z 3i
18. P.T. 4 x 6 LEPIGIR -- SEE DETAIL 31A8, TYP ALL Nr-*TH Ano
F.0.C. SOUTH WALLS Lj
r
'vTRFLOW
DOWNSPOUT AND 6'0 0IJ
-ro-e F.O.C. 20. DOWNSPOUT/OVERFLOW BLOCKOUT - :4-L DETAiL 10/A10 0 c
< -c m �E o
I OA 21. DAYLIGHT OVERFLOW To EXTEIOR kT V-0' A.F.F. WITH 6*0 ID 0 c
-4 In CA. CL u
G.L. 6 39_' F G.1 . 6 x 28X" CAST BRASS SPOUT - 'VERIFY WITH OWER REP.
C
C I..
22. 5 1/8' x 13 112' GL. 8M, COLIC rop JOIST - SEE STRAPPING A
N NAILING PLAN FOR LOCATIONS
C, 23. CLEANOUT TURN TO WEST, ACCESS THROUGH FUTURE Cy)
r I 0:� "
7 MECHANICAL ROOM
�4 OC I I Lj
L J 24. 3' x 7' H.M. DOOR
f-Q&- rl 5"
25. DOUBLE 3' x 9' STOREFRONT DOORS Z .
F,0.C.
_�.L. 6XLx 39" 28X L
C - c I" L-- < > u 86
TL 10,'--7"
r (D T Ll 0 0
LALJ 00 0' C7)
L J Q)
TA 18'-7- <
T&16'-9 G
0-111% G.L. IK x 3 9 41. 6 39- G 0) T/B 1,P'-7 C
D 1 W 6-c 1 - ---I - - ) - 0
F CL
Or
A 20 T
F,0,8 A8 11 r -i Qj
1) \ � I I - - 0 N
5 L J
I(D GL B A, T/a e
'C 6-) T 16'-9"
'D '61 6
G.L. 6X" x 39" r r
- - - I Ta
c
PI)
TA I *-l*"
G TIL 17*-1"
7 F@)(P. 2'-1 '
2'-1"' 35' IC" TYP. 10 -0 - U \,
-1 , -4 L <
Al- F,0& F.0 OC
r tie CL
AH m
T/B 16'-9"
F. . . A7 F.O.C.
G.L. 6•X" x 39 G.L. 6X" x 30" 6
F c; IA.,
r) j -c
C IY4 -------Lj
04
11 - (D T/B 16'-a"
to
F1 H
T
0) L -1 20 7-
z
G TIB Ic-'-9- 0
(D OC OD G'y
5
21 c"I 'I r- 1
F,, B. 7G.L. 6 x 39" L _6 x 16 F.0 C.
i14 C IX L J C G
F. le ej FOC.-_ L < a_
X. C14 C)
v rpa (D T IB 17'-1" 7 9
F Q.0
19
A8 L 3 z
F B.
T/9 19 -
OTZB 16--g-
to to G
G.L. 39" r-,� G.L. 6N- x 30" G.L. 6�" x 27" 0
XA7,r L
C = C IA" C
N In L C41 U)
to T/B 19
"*Vr D25 TYP. G
25
&771 A.8 r .-i- F.O.C./ 20 T/B 16'-4"
F 0 B. F.0.r, L F.O.0 LA-
a -----4 T moo
S/ T E3 16 9
1! j 0 -
F.O.C. r G.L. 6X" x '17' D Q 0
0 13 --2--)
C 1A L J L -i c
F O.B. G.L. 6X" x 39"
- -1
BELOW WINDOW 10
A8 O
F.O.B.
F
to to SITJJER7�6
2 p
I I i FOC F.O.B. W)
OA
18 STRAPPING AND NAILING PLAN
ip
' ry "' C.L. 6X" x 39" F--1 G.L. 6 x 3 J r G.L
rn
L i-i 15 A. PLYWOOD -NAILING TYPICAL
J' roe <K> F.O.C. C I Y4 C 1 1.) 10d 0 6" O.C. 0 EDGES OF SHEETS
2.) 10d 0 12- O.C. 0 INTERIOR OF SHEETS
F.O.B. L -J
F L;6 F.OT. F.O.C. B. DOUBLE ROW OF 1 -�- 0 4" O.C. 0 GLULAM BEAM vVjT"IN
7YPICAL ® GLUCAN BEAMS
-4- F.O.C. 8'-0" OF O.S. WALL,
01 F.0 8 x
C. (1) SIMPSON ST6224 0 LEDGER 0 PANEL JOINT'S - -?IIDS
OA A
03 0
N (92100 M (13/A8N
"4' G.i- 6 x ,39" F 7 G.1- 6 x30" D. SIMPSON LTT19 0 6'-0" O.C. TO SLI9PU LINS ALL NORTH &
I
SOUTH WALLS (31A8)
X���- N :
to
L'-J
ch r6 C IY4"
2' DATE.
E. SIMPSON I-TT208 TO PURLINS ALL EAST & WEST WALLS (141A8)
W) 1� 8 20
14 ob F. SIMPSON SAH PURLIN 70 PURLIN 0 GRIDS 8,D.FH,K & L (5/AB)
.1 - 1 1 F.0.': - O Q.c � W) I
10 - 0 1�1 ----F T m G. GL. SM. COLLECTOR JOIST - SEC' DETAILS 8/A8, 9/A8 & IOIAS DRAWN
f 8
%
t'4 H.
C4, ROOF FILLER STRIP MIN. 8'-0" AWAY FROM O.S.O,S. WALL
-F O.C. 9
F 0-B. -F.O.8 .1 1�1 8
00
T IS TOP OF BEAM 01HECKED
F,OB. Q)
F 011,
RFLQjy BELOW WINDOW
X.,,\ I, t -w
L ------ m TOP OF LEDGER
M ----------- ----------------- - W;MZ4 AK 4 TZ-L -
t 9 RE'OS134S:
Q
8
10
F.0-8 0 COLUMN m CID C6 2'-6" (6 i. cl� AB 2'- 112 eA 2'-1 '.12" CD A 9
2'-6" -F.00. 4'-3"
9 0 1/;" T yp,
(7) 3 (71 LL -0. AT COLUMN 33'-3"
i� ) EO. 32'-a" A
EQ. 2'-6" _EO
011
37'-6" -17'-6" 50
L 4 50'- 9'_0 1124-1) 2
50'-0" 40'-0" 47'-6" 50'-0" 40'-0"
F.86B AT 47'-6"
L
AT
UMN N
FO.B. 137'-6" 13-7'-6"
F.O.B,
Rc4r vz--C/v
8 < >
V-ss-gu SC4.).
Floor Plan #227 sh Foundation Root Plan #227
1/161-'
0 1/16"=I'-011
C11>-1
A
FOOTING SCHrL---DULE--
MARK I f N(,,' i WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS S4rE T
REINFORCING REINFORCING
nJ
5'-0"
(4) #5 (4) #5
Alcu (13 6" 5'-6" 1'-2" (5) #5 (5)
0%
a
!. -2.
6'-3 6'--3" (7) #5 (7) #5
N 6" V-2" (4) #5 #5 0 18- O.C. FTG, 0 1.S. FACE OF' 5,14 WAu
29207-1
DIAP&tKWAy
3 SEOU01APARKINAY 15353 SEQUF .7449M AS FLED FOR PERMIT MAY 811992
mffr
JM-2" ?Mw�i7- PM-42'"50 BLOG 228 13UP 92-0i5l, F3Lf)r, 229
"WWI ft 0 1:1
MIGROFILM �DII 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1
mm- GLM 4MADRIN ck4ImA IN 16,
14 2 9 #9
4f
Er-
6
4'-
1'-0
0)11r
L
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A 8
G.L.L
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12
A9 L
1 10 N
0/
1�7-c E:F:Oc
7X"
m
or
--------. ._._.._._.._
E: KEYNOTES .� _�.__
c 1. ALUMINum STU�ku k0kT �f'STE�1
2. BRICX VENEER 0%0 CGt4CRE FE PANEL'S `
1
J. 11PICAc VENEER OVER 49TAL STUDS (A
2
4. METAL ENTRY CANOPY }•.
5. VERIFY AND LOCATE Ail OR1CX E1U'AJ1 !{�N JGiNT1 Mf,
OWNERS REPRESEN FA'f1 of c T
_ —__ _-- -----••--- -_._.- - -- _ - _— -_ __._.-_._.__.__._.._T._. , - _. __ _____. B. PANEL PARTIALLY - r-R AWIT). SAL 0 .i
CONCEALkG SEE ?/Ap i 0, 1
INFOIRWA TION; ALSO SEE 5/A9 FOR IN IERIOR CLOW- �E TE (A C.
C
SHEAR WALA V)
_ 7. BRICK BE fOlvu 4 4
S. PAINTED CONCRETE AT SOUL PANEL ! • � :c
p. REVEAL PATTF?N (MATCH N11NDOW ;YSfE1/) SEE 1/A2
10. 3' x 7' H.M. DOC* W1IH RELI TE A80''of TO f1'—�Y
00
Ci) 3 7 cj4 tl%
V) C9a0
:. 4 Q E V in
)
C G
•
SOUTH ELEVATION
F;
BUILDING #127 ,�'s"", -o" Z ! 3oo
8 8 7 6 1 Uv .�
LGi- t
.� r- CL
TIARCL
A. IN
_TALASHING Cr)r.d
-
. L LJ
A) I I N
FIN R. } E
LI-
FLR.
r IL W 0i
v.AT EAST ELEVATION = o
WEST ELEVATION
BUILDING #227 '%'�"-' -° BUILDING #227 '/16 - ' -° O -
A <m>
0N 0
z U v ~ t
r/qASHINc
ls-
CL
T7
wa
-c>!-- - -� I I I EE I I I I
H-- H - � m
•' osFIN. FLR. ) - - - -lrA
- l -- -
�
a _
l 10 DA2 23 1� 2
NORTH_ ELEVATION
BUILDING #227
r, '
Z*Zo
M J G E C
A13 A 12 F 1_0 A 8 FA7 6 A 4 � •--
/ns I,As I1As /A9 /As i/As
A9
T Tyr, ' SIM. SIM. SIM, SIM. M m
- - —--- —
- J L_- - - - l- - -- - J L_ - - - - --I �- - - - - -� I- - - - - l_ _ _ - J L-- - _ - -I I- - - - -� I - --I r- -
� 3/4"
ao
__- -- -
i 6 1 1 B 17 `v ---
A9 A9
--A9- TYPE. TYP. . . l -- 1 - - - - TYP. - - - --
cMa
l [ 11 , - - — - __ - L
r
SOUTH PANEL EL-EVATION
REVEAL CDETAILBUILDING #227 '%16"-''-0" A2 1 Building #227 1 1/2"=1'-0"
1 8 8 7 6 5 3 1
A 16 D 15 A 14 C 11 C 9 C 7 C 5 A 3 E{ 2 A 1 ^p- -
t A9 4/A9 1/A9 3/A9 3/A9 3/A9 3�A9 I /A9 2/A9 I/A9 �' -
-- --
DR A^' B s.
T _ -T/E..---- _- - ---- — -- - ----- ---------"..---- —.�._ ----- ---- --CONCRETE PILASTER c Gw / BK
-� L _ , t _. _ _ ._ . _ -- - _ - J L - - _ - - I _ - - - - - -- -
OQ - --- -- r•----------- - oo �. -- �.__,_
I _ J L I I L_
N I i I N I I I I
FIN. FLR. 1 FIN. FLR.
G:=3 CC r-- --
_, - C;� C.-� C�C I-= C=C CC L C CC
-BRICK
WEST PANEL ELEVATION EAST PANEL ELEVATION
BUILDING #227 1%16"=ml'- 0" BUILDING #227 '%10.. .'.-0"
<A> <
REVFAI.- -
�_
23 U 22 D 1 D 20 D 19 D 18 A 17
f/A9 �4/A9 4/ 99 q/Aq 4/Ag //A9 1/A9 SEALANT M „
RETURN BRICK EDGE »•
_ _ -_ .- I -- - ---- -- -J L __ - . I - -- El
r r- -1 _� 1 _ -- -- - - - --- -I �- --- �_ _ r I I I
S�`.
_ � r-— — — — — — —- _J ' _=__=__ _ _ - ——_ —— ———-- - - ` - - --- ____- --- - - --- - -_ - - r
_Ln
H__ ±u=f:i I __ _ _2 VERTICAL REVEAL -_ - - A2
FIN. FLR. �__ - - -- - - - ---- -
- _ --- - ---•Y` 3— _ _ 1mmmmmmmmmm_�' I_� —_�c A2 AT BRICK %
ON
N.
g1
o A 2
N
+ NORTH PANEL ELEVATION
BUILDING #22' 7 AS FILED FOR PERMIT MAY 8, 19.92-1
1 227 3GOUOIAPARKyy��'..1�1fi . SE000IAPAtiNVyK�'"f�"s RL'L71MD�D,70M
��� �L,� 227 SUP
92 0150 F►ui3.228 SUP 82-0151, BLDG 229
1F
MICROFILMED
+ � Ill0 Dili I � ili � l Dill r I � . 11 � � Ili I Ii � l � i i � , � l i I � II � � i I Illil i � lll � i.
KEYNOTES
1, ALUMINUM �,I(*0W.4of
2, hWl(,K ofNEER QVEP (,(04r.*fTf. PANELS
3, Bkt(:K LINE ABOW La
4, 5" r-ONGRUTE SLAII TYFfr-A.L III-
6. 1.5, 6' s 6' x 3/16- c
6, COf4STRUCfIQN JOINT Ck
SEE Of TAIL 115A/AS a *;;
7. CONTROL JOINT - SEE DEETA& 150/AS to
8. 2'-0' x 2'-(Jo BLOCKWT AT RECESSED BASE t
V) W.
9. FII.LER STRIP TYPICAL 1-1
10. 8,U. ROOF
11, 19132- PL,(*000 RW SHEATHING INTERIOR WITH EXTUOIC0 cz Z • wi
o
Gt UE -- SEE NAILI#'(j PLAN
12. 2 o 6 SUSPURLiNS AT 2'--0' J.C. W/ SIMPSON F26h
HANGER EACH END TYPICAL 1.- 0 0
13. 2 1/,?' 18' GLULAM PURLINS C - 5/8' W/ ShAPSION < 44 r.
P,
1 2 3 < 4> < 2 3 4 5 HW2.618 HANGERS EACH END TYPICAL START LAYOUT AT V)
GRIDS 4 & 5
100 - L) I a. c c q*
------ 100 o" 0 r4
14. 2 112' 21' GLULAM PURLINS C - 314* *1 ',.'MPWo LAJ 0
50,-0" 50,-o HW2.621 HANGERS EACH END T(PICAL AT 30' BAYS i:_ 0 w
-14 - ---, -.1-1(. 501-0" 50,-0" 15. LEDGER AT ALL EAST/WEST WALLS 4 v *-2 - SEE DETAIL 14A/M
L
12'-6" -12*-6- 50,-0" _1217_§:, 121-6" -IC.,, 121-6" IOL T S) Z 21 a� a
1 50' 0 2 INSPECTION REWIRED FOR KWIK b LAJ 3 --on
7-6 I'l (71-3 1/2' ?--a I t2 71-6 1/z` 1 (SPECIAL (A
8,-3.. T 2'-1 112' 2--1 112- 411-5 1, 0
( I 'A� u
2 7. V-111" N,�lv-f 2.- 2'-r�V 2*-4" --- - u
7- Eo. 45-0, M" , 45' 9* 4 LI 17, DO*4SPOUT/OVERFLOOV BLOCKOUT I�EE DETAIL 101Ai,4
51' 112* 4 112" i-�* 2'-4 2'-4" c < c
_1 18. 4 x 6 P.T. LEDGER AT ALL NOPTH Atib SOUTH *A" - %' u
m Z
46 m 3j ai In a) Im m cd Imi 6 6 6 6 d DETAIL 31A8 4 fl-
46 o 'o, d 6 b b 0 6 6 j 0 6 6 6 6 19. 5 1/8- X 13 712- GLULAM BEAM COLLECTOR JOIST - Sf,'
6 d (-3 d b 6 6 6 •
LZ U., t�' LA- u- I,: L:: L,: STRAPPING PLAN FOR LOCATIONS
Z, L.:
15 20. CANOPY ABOVE, TIE DOWNSPOUT TO BERTICAL ROOF DRAIN
In, CA A Cr)
ca 4- 21. PANEL ABOVE ckf
/A\ F.0.C. r
22. DOUBLE 3' 7' ;A. DOORS W1 PELJTE AOOVE
T F08- F.O.C. L -1
oo-
16
A10
0
I
20 C14 u 8d c
N �n
I N 2
10. 9
o 20 Ug
W) 8 0
A9 T/L 17--4-
a
IF.U.C.
CA TA is- Lj CIO a
F.0 F.0.c:IQ
A
F.0 0 r
r
G.L. 6X" x 22X G.L.GL6 X 2 , Y�
-7- 1-- -11 - T/B 78'-C'
=4-- C 4
F.O.C. 4/
L—.J
Qf
F08.( A —L -j TA
co i 16 22 NOTE: T/B 16'- T L 18'
.07-C—-6
\'05 16--ic (D
GLULAM BEAM OFF 0
1 T 18'--Fb , 1 ,'
NOTE: .1 -- A CL
N! ' n I GRID 2 3/4- SEE 1 4 5
4 COLUMN/FOOTING AND cl4
DETAIL 201A9 I A8 A8 &7 <B
GRID 2 314 G.L. 6)�" 31 r
c C T IN"
ci "N\ 0
A10 GLUL A,M BEAM OFF I I ---ll
G.L.\f N x 34X" TA lc_ D (D-/ T UL
OA
TYP. c))
T 17'-1 G G T/B la'-6' 1 —
ej --r---4 c:
Lo
(D
G.L. 6%" 3114" r n G.L. 6)(" 341
"
T 16'-6" __o :L
C
I,,
C
16 4 '1' 4�. 2
m
2 I AS ASk 8
in '� i l�,10 NI I K"
A10 Lo IN T 16'-1" 0- T/B
04 TYP.
F.O.B
F.O.C. G.L. 6 " x 33" r -i G.L. 3-X" x 36"
C I" C T/B 18'-F.
L J 1,Y4 A8 TZP 17--l'-- c:
F.O.C. L LL-I
00
CY- x"
00
CD
1\�oof I II I 0 .......... 7L.9 8'-
4'
-B 16'-6 0-
c; A7
Iq C14 CN
00 ' 01
i2 10 T�#
c:
A10 (:5 c:
8'-
F 0.Q.- 1 8 1 O �-.
F.a u.- r- G.L. 33" G.L. 6-V x 36" r- -I 0
I
A L Ca, E
-7-0 L J C IY4"
C
•
/"l�6 D A T
TA 16'-10- _/B lb--7-
i k\��o 13
uin Il)
;W)
18'-C'
r -I TA 17'--4"
M 0
9
(A�
x 31 L. 6X" x 34�6" 0
C 1A.,
-0 \ —
rc
Ci
L J
12
STRAPPING AND NAILING PLAN
Ln
A. PLYWOOD NAILING TYPIL-AL
C14 F.0.C. L -J 1.) 10d 0 6- O.C. 0 EDGES OF SHEETS
C
-><X 2.) 10d 0 12- O.C. 0 INTERIOR OF SHEETS
r -i B. DOUBLE ROW OF 10d 0 4" O.C. 0 GLULAM BEAM 'A!'PIN
NOTE: G.L. 6 x 34X
c F 8'-0" OF O.S. WALL, TYPICAL 0 GLULAM BEAMS
GuLL;,l,,�!,19-nn TIN(' ANn
GLULAM BEAM OFF C. (') SIMPSON ST6224 0 LEDGER 0 PANEL JOINTS GRIDS I
o 0
I -�ll r5 TE: W) A & K (13/A8)
W) GRID 2 314" 6 N01—
I�10
A8 A8 A7 GLULAM BEAM OFF10 D. SIMPSON LTT19 0 6'-0" O.C. TO SUSPURLiN'S (3/A8)
GRID 2 314" - SEE Ln 15 TYP. N/S WALLS
16) 0 21
N ><
in r4"\y�61 1 OE7AIL 20/A9 >< - 1 15 A9 E. SIMPSON LTT20B TO PURLINS (14/AB) TYP. E/W WALLS
F.0,R.T F.O.C. 17
�Al 0 �O F.0.C. r F. SIMPSON SA36 PURLIN TO PURLIN 0 GRIDS C AND H
6-g" x 221 G. GLU-LAM BEAM COLLECTOR JOIST - SEE (8/AP & 91A8)
F.Q.Q. -- .1
IT$ C LJ H. SIMPSON ST6236 EACH SIDE 0 ROOF BEAM JOINT TYP.
-,7 r
171.1 OLJOf 13 ALL JOINTS - SEE (4/A8 201A8 SIM.) DATE:
<>—
ey .1 1 20
N
r3 A
in TOP OF BEAM
15
0 W)
11 20 DRAWN BY:
- C14
08 --- Gr TOP OF LEDGER
-- CA* qK
w C4 L –%.,
A10 13 13 CHECKED BR:
)I. i F.O.C. A8 A9 DR*
1`7 r
REVI!SION
F.0,C. 16--j L -j
13
14 D15
Floor Plan #228 Foundation Roof Plan #228
- 1/16"-1'-0" — '/1c," 1'. 101.
FOOTING SCHEDULE
MARK LENGTH WID',H pf-p7i, LONGITUDINAL TRANSVERSE REMARKS
REINFORCING REi'Nc*ORCING SJ,4E`E-
-R C
DETAIL 14/A9 AT CORNL �ONDITIONS
6'-o" f" -c" 1'-2" (7) #5 (7) #5 J-4. J-2, B-4, Akflr' FZ-2
E03 4'-6" 4'-6" (5) #5 (5) #5 j FTG. AT PANEL 7YPICAL
cu
0% -0" 7'-0" 1'-4" (8) #5 (8) #5 j FTG. AT PANEL TYPICAL A 3
N,
0
p'- O" 9, o" 2'-0" (9) # (8) 07 DE I AIL 15/A9
1-01) l OF
cn
Xe NO
IT
SEQUO A PARKWAY 1'53,53 2920 /
Orr FILIF 52 0149, ULW�227 '�EOUOIAPARKIVAY.15333 BMW(C) 7
- ) u wo. AS FILED Fr)R PERMIT MAY 8, W2 ,
4'p 7" SUP 92 0151. SLOG 229 -
r
MICROFILMED
I 1 i i 0 41 �j 0
"ORR
U Ec=
3 3 >
64 <
---T-T-,
r 7
L
T 4
'q(A8
b i i i i I �l Uy P
a 13
KEYNOTES
_. . _ . 1
< t. ALumpium s rokt i
2, BRICK VENEER WI k "r.NCRI r i "Ahi L
3. BRICK VENEER OVER METAL STUDS 0,
4 'o 4. WRIFY AND LOCATE ALL ORICY f',ykAlo"4JC44 "NTS 01TH LAJ lei
y. 0 010
4 A7 A7 O*Wi',qS RfPRESLhfAIj','E
4 TAlASHINQ--\ 5. DOUMI J' x 7* 14,M, DOOR W1 kELITE A904
6. CANOPY A
A
T/HRICK 7. OWNS OPTION: PAINTED IV04Y WEC-4, SCREEN, "A"i
To BALA5TED SCREEN AT CORI-' (IMILTS F(A O-ONLk
T7 A
-T,
___1_� t .
c
o
BRICK AT I" AIR SPACE
V) c Pow,
.'IN. a
SOUTH EL_-_ ATION
LAJ C
1 1/16*-1' C
=0
! ? coo
4 C
zz
< < > < <4 <
Val 0
I. ID 0 Z
2
A4 "s, \
N
"s, -02
QD 04
TIFLA-SHING T/rLASHING
T/EIR
LJ
— T
-T -- 0 7—
ON 0 6 t
Li
(R.
T/"FTC:J 16 T/FTG.-)
IN-0 I 4pAri
U LJ Co 0
BRICK AT I" A R SPACE. 0 BRICK AT I" AIR SPACE
Q)
WEST ELEVATION EAST ELEVATION
BUILDING #228 BUILDING #228 0
A K ON 7
U =
\J> 3
3 U
-02 A7 A7
N I I N0)
T/FLASHING u, W.)
16 w lj :3
I I
C)
T/FLASHINGJo TIBRICK o m
L
J Nit
06
SPACE TYP. BRICK AT I" AIR SPACE 3 1 T(P.
i-1/0��Tl\ SPA
NORTH ELEVATION
HUILDING #228 co
V)
z4z 0
J>
T/FLASHING SLOPE' I'
t
< < > < W)
F—AF', A 1t [A ll� 10 FA 9 A 81 F
14 =21A'I j 2,Ag 2=/A 9 2/A',
1 2'
.1 Sim. Sim. LAJ
C4
'"'L - ---- I - 7
T/t 11 F L F
A L----------------JI
--------------- ----------------------- L-------------------J ----------------
Aq A9 13 1 SIA9 A9
CK
T7�T�G [=:=:3 C, T/EIRI
SOUTH PANEL ELEVATION T/FLASHING ,
1/1 6"�l'- 0"
BUILDING #228
'v4 AT �RLL ENTRY AREA
W El (ST( EFRONT GLASS TO SLAB)
Ln
4 5 4 2 -14 1 0
in uj
. LLJ
C4
-4
9
19
B 1 -3 1
=2
64 r 21191 r,3/Agl 6=1A 9 /Ag
f 4�
-F 7131 B 7� A
-F� F � F I F F F671 11
1AW;j =A9
L FA 17 A 16 14 CK
t 5-8-92
Sim, Sim. CD
EXTERIOR WA`14-
Sim. Sim. ELASHING
T/it C4 LLL
-- TA CAW 6K
TAN..) t ---L6" x 6* x 318" HILT!r TImL 9T
r -i r I r r r -TAL BACK FLASHING---- HDI 314- AT 3'-6 D.C. Y.JBRICK CHECKED BY:
I I M
L---- --Jl IL--------------------------------i i I
j L---- i-----Jl —TYPICAL FRAMING
SU WALL SECTIONS.
CLIPS 0 9" o.C.—
C14
5
> < 4 1
;]3 --1 r
13 ci
—METAL BACK FLASHING REVISIONS:tl 3
137
A9 A 9.j A9 B.U. ROOFING- --B.U. ROOF
FIN. ':IR. FIN. FLR,CAH 9
C'=3
c_3 - =� cM [---] r r
N i
T/FTG.:)
WESTING
ELEVATION EAST PANEL ELEVATION
LEDGER SEE SHEET A 7
r�rENtNcL]
'ING #228 BUILDING #228
PURLIN SEF SHrt-T A3
BU 'LE,
<3 < i K --i.;L. PURLIN SEE SHEET A3
F1772� FA-T2- 712 31 2�2 f A F211 AT201 i ATI 81
FA, F F F
L2�1 A�91 BRICK CESSF-
2
—21A91 BRICK SECTIQN RETURN ICK SECTION END WALL RE D BRI
E21A91 T
Sim. GA4 BUILDING #228 3 /,1 i, -A4—) R 1;11 1'f t4 G,
T
r
00 1 13 19 1 13 09
9
FTN. Ft R. A9 AS A4
-1- jL
..................
G
c:=j
NORTH PANEL ELEVATION
n,A '8'lF0U0tAPApl(VVAY 1 #228 AS FILED FOR PERMIT MAY 8, 19921
_61
JeWm rr,-327 "333 "MMUff"M
92 228 F3UP 92-0151. SLOG 229
MICROFILMED
w I MNFA- 'JULM 41MADE IN 0 CH44A IN
f J .. ..
C--
KEYNOTES
�-
1,
2 81fir,1v VENLER (-)WR (,"AsCkf 'E "A►if.± --------•---
3. HNlr,K ZINE Afifik +ll A
4. f!' x 12' Off[) GRI Vi- IN
5, f:ONCRE TE SL,A19 T YPICAI 4 +t► 1
6 L: 6" x 6' x 3/16' At T b'/ STC `JIE1 kl;lf
7 CONSTRUCTION JOINT - SfF DETAIL. 15A/A8 o 0
B. CONTROL ,/DINT SEE DETAIL 159/AS IJ)
9 2' 0' i 2'-0" BL OC'M OU T Ar RE CE S SED BASE r/
10, FILLER �iRIP TYPICAL
11. B.U. ROOF • a ,1c
12• 19/32" PLYWOOD ROOF WATHING INT. W/ EXT
GLUE - SEE NAILING PIAN • O •
13. 2 x 6 SUBPURLINS AT 2' -0' O.C. IN/ SIMPSON F26N %I _
HANGER EACH END TYPICAL ~- c O O
14. 2 1/2' s 18' GLULAM PVRLINS C - 5/8' W/ SIMPSON �
HW2.618 HANGERS EACH ENO TYPICAL START LAYOUT • Q10 A Vl p 204GO b
a a
< 15. 6'0 DGWNSPULIIT AND 6"I OVERFLOW - c
16. DOWNSPOUT / OVERFLOW BLOCXOUT - SEE DETAIL 10/A10 W o
(` • lts
r_ 17. 3' x T H.M. DOOR W/ REL!TE ABOVE 1-4
I? 18. RETURN BRICK BULKHEAD BELOW WIND%w z t
Q Q 09
19. EXTEND BRICK TO INSIDE FACE OF FUTURE FURRING L�.1 - 1..
t r� V'i �7
• C
O G
:t
_
�
(4.
Q� L Q '1` O
1 2 3 4 5 1 2 3 4 5
QOII
10A5--0" _ J __.._ _ —100'-0"_
r _- 25'-0" -- - 255-0" 25=0" _ 25'-0" - 5" 25'-0" - 4 25'-0" -_ _ 25'_-0" _- ---- _ _ _ 25'--0" ,i �)
t 1/Z' ___� 2S'-0" - ..---_- 50' -- --- -- --- _ 25'-0" - 4 1/2" ,�-._ ---- -0" 50'-0" -- _- 2S'-0" - - iW (�
T'-A" 4 El?. = ZO'-1 1 2" (9 EQ. 45'-0" 4 EQ. = 20'-2 1/2" 2'-8" 1'-1 I 20'-11 i /2.. —_- -- - v__.---45' 9'I 2'-1 1/2 --- Z0'-11
_ Z' 1 112" \ 7
cp CO
m r
4] O �] LA-
LZ m o0
0 1,-3 ro +`�. ° 1'-s'ro :t ° ��: I� O O 16 A8 is O 4. I� �J �J
I C3 C
F OV.RFLOW I O'.FRFLOW i r -1 , / .,IM r. 4– 19 rJ
_ O.B. ------ _--- - ------ - - -
_ --------------------- ------------------------ ---- ---------- --- --- - -- OA - I - -------- �_ - -----_ - _
r �
I I A9 J
F.0•C- C
I 10 I
I
�-
i
10
I
b o C`J L
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I
I I I N N a
Nx
d ' i
C'4
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10 1
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I — N F.p.E I I I I F.O.C.ir__— � A x (_
N
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_ _
F.o.c.L _J
� F.0.8. • I I I � �- - --I
O4
iv ' I ; I A8 --
i' I Y +
1
I I i 8 \ I
6 1 1 4 I I m 1 -1
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' I A8
w 0 9 6
a 1 I ci
'
6A1
11 5 I I N O OofA10 A7 I I\ I �O Q - -, - _ I I 14 A8 �
a 7 b I SIM. l 1 0 0�
_ + I I I I } �
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a 7 '1 L._—.—J L-- --J --
�j A10 A10 3 (�
e / eA
W+ i
A10 J i ++._
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� AB
i 1
tD
I I I I I 12
N F. F.O.C. N I M i u 1 •-
18 20 -_ xP x .';7
t I m
A,o o ` II 9� U I Q
+-- - - I '�`' F C.1_ r J c� cep
F.O.B. , 19 ,7 rtn io 1-
A 10 a
O _
I I
r � A101 I i I I
� N � 16 U � ; I o i � •
A10 l o I
4
I Lo
_ I �
N !I i 3
W A$ o
A5 I
13
F.O.B. F_0,C. Ag
i -.-- 1'E:=jT -----—- -- - -
--- - --- - - - - - F O
N =. FOB. N c. (----I I I
°p \ 2 ---� 3
N A8
A TE:
-5-52
�RAVN ay.
'AW
Floor Plan #229 DF?w iE
_ ® Foundation / Roof Plan #22�` yaw'
IA., PENOSIONS:
T L 1611" 16'-6" 11B16'_11" T,
--
-- STRAPPING AND NAILING PLAN
dOr—
C A. PLYWOOD NAILING TYPICAI FOOTING SCHEDULE.
1.) 10d 0 6" O.C. 0 EDGES OF SHEETS `
2.) 1Od 0 12" O.C. ® INTERIOR OF SHEETS MARK LENGTH WIDTH DEPTH L ONCI RUE INAL TRANSVERSE REMARKS
CE --- `/ -' t E ) 8. DOUHLE ROW Or 10d 0 4" O.C. P GLULAM BEAM WITHIN Rf ;VFORCING REINFORCING
'`� B'-0" OF U.S. WALL, TYPICAL 0 GLULAM BEAMS
ti.`r• rk e.
C. (1) SIMPSON ST6:14 0 LEDGER 0 PANEL JOINT GRIDS
1 &. 5 (13/AB)
I I I
D. SIMPSON LTT19 0 6'-0" O.C. TO SUBPURLINS GRIDS CfI 7'-0" 7'-0" 1'-4S- _-(8) #5 (H) #5 TTG. r WALL
A & C (3/A8)
E. SIMPSON LTT20B TO PURLINS (14/AB) 5'- 6'" I 5'-6" l'--2" (5) #5 (5) #3 SEE DETAIL 13/A9 — -'
F. SIMPSON SA36 PURLIN TO PLIRILN TYPICAL (5/A8, ---- -
(U _ G. SIMPSON ST6236 EACH SIDE TYPICAL (4/A$)
A5
0N 1 I 1
IB jZ6 TOP OF BEAM
O - -
� T� TOP OF LEDGER
I)
�B 18'-j6- T 18 =18'--6 _ L 18'-6"
2920?-,►
..__ Y,V333 S9-9VP0PARK*AY.ib353 . 5LQU;)IAPARKINAY,,� REuWQop.70oo
+ ______ –�__ __�._____ -_____ __ _ — _____ _._.-_ AS FILED FOR-PEF�1'vIIT MAY 11992BUR- _
- AP, SUP 42-0149 BLDG.227 BLIP 92 0150, BLDG 228 BLIP 92-0151. BLDG 229
ICROFILMED
III III III II
I
I III I III III III I I Ili I I III i t 1 � 1 I I I � I I I II I -
I I I I I1II � I (� 1I1I1 111 1 iILI
!'grit- ut.Ne MADE' IM 6 cM1Nn IN
I - -
CL L
KEYNOTES
I' MR SPACt AT BRICK I Jag" AIF SPACE AT BRICK_ I" AIR SPALL Ar BRICK I" AIR SPACE AT BRICK 1 j2" AIR SPACE AT BRICK I" AIR SPACE Al BRISK Zu4INUN - '•ONr SYSrE4
an
/I R CONCRE TE PANEL La
A. ._ --- _- — -- - - — H n
`t _. BACK YFNf l:. 6
S 3 4 ; BRICK 2' ONUVEhItHORINE-IN tat SIUUS Q o e
A7 A7 C'A H B S IyTEU"ROOF MECH./1 AIASTED SCgEE,OOONNCRAT OPTIC S 'AWt O <^o I
f/ilASn1NC T/TLASHINC
_ -__ - 6 Sox 7' H.MBDOOR WITH RECITE ABOW.. W
MS uNG -_.. - ::. _. i/FLASHING Q C a
_ _ -.._ _ .•§__ o
d
z •4 �fi -s _ g
r
o
114
_ ___ Q •C e0a
LIJI
- Z ; ;vi
sg
• II♦ 6 J 1 2 J 1 2 < 00 �J
SOUTH ELEVATION _ - EAST ELEVATION
BUILDING #229 ' -D BUILDING #229 /B 1 -0 �N
W N k•,
H
Z
LAJ
A C 1 U'�d illC
:• AIR SPACE AT BRICK K._ 1 1/2" AIR SPACE AT BRICK 1" AIR SPACE AT BRICK 1" AIR SPACE AT BRICK 1 1/2" AIR SPACE AT BRICK 1" AIR SPACE AT BRICK _ O Lj O
N )
B 1 � N L
0 �
Q
B Q
a
i NC _ T/FLASHINC O � Q
T/iLA5p11.W — T SHINC CL
— _-
-- — N D
_ 1 ON C
T/FLARIG T 1" U Cn
L,
Lj
-T-F /Z Typ. C)
FIN. FLF. CL m y
(D,/'
1 w P T
I I 0 1/1- HE E NOTED)
NOR-PH ELEVATION - WEST ELEVATION
BUILDING #229 BUILDING #229
o rn
N C
Q
A 5 1 >
A 7 A 6 A S A 3 A 2 A l •mow
`vBTM. RICK
I AS 2/M 2/Ap I I/A. r-2--A.1 a/A►
T/lt SIM. SIM. 'N TSL' SIM. SIM. OBJ _
I11I r� AIR SPACE MIN. 1"
TA �. _ T - __. __.- �� SEE ELEV. FOR 1 1/2"
i I I
LocAnoas
I I ---- I " M OCA
A^
^I -
�. _J TW. FRAMING
I i 7/OPENING ---�-
m 13 19 13 18 m 13 19
A9 n9 A9 A9 A9 A9 0_C�r r.
. 2) /70 TEK SCREWS AT 6" O.0 E
FIN. FLR. _ _ _ FIN. FLR.
24 GA METAL STUDS DATE.
SOUTH ELE�i ATION EAST ELEVATION o r ' r-G G.Q s- oDRAWN :.
CAW
BUILDING #229 BUILDING #229 O I CHECKED B,
DPW
b REVISIONS,
I �
A C 1 •� a �
MAT A 11 A -o A 9 A 8 C�
2 AI .z/AB a/Ap vi a,/A9 a/Ae a/Ap BTM. P1C1( rrr��T
^I T� SIM. SIM. N T/lE SIM. SIM. ❑❑❑
E =
I I I b
LI I I --_J L_ __ _ __ -_ _ _ J L -_- _ _ f/2-0 P.D. AT 2'-0" 0.0 . . `.. .-
_ _ _ _ _ _ __ _ __ -- J L.-_---_-_--_ _ _ _ _ _ _ _ __J LJ ,n I_. __ _ - - _ _. - _ - _ _ - _ _
�1
e. N Oi 3 Z T/$LAB I-J �` =,v-,
SHEE"
A9 A9 A8 A9 wm AB A9
>M b t
N
ru FIN. FLR_ .. _ _ _ - _ _ .--_-__ FIN. FLR. _ _ _ _.. _ _ _ _ _ FLASHING TYP.
NORTH ELEVATION WEST ELEVATION BRICK SECTION
In "=1'-0" - 1/B"@i'-0" BUILDING 0229 3/Arm
BUILDING #229 BUILDING #229 "B
AS FILED FOR PERMIT MAY 81992 292077
:BAI BBR iNglit,11(80,Blt:
MICROFILM
29X
KEYNOTES
I ',Ot DIE I? CIJURSEE
2. ROWLOCK COURSE I- ------~^:
3. ',1 ANDARG COURSE �
4. FLASHING t^
5, P.T. BLOCKING
6, P,T. 2 x 6 W/ 16d At 1' 0" O.C. CAST IN CONCRETE
7. P.T. 2 x 12
8. 1.6" x 3 1/2" x 1/4" x CONT. WITH "HIL No HDI 3/4"
AT Y-15" U.C. AT CONCRETE, WELD AT ANGLE SUPPORT c-J
9. LMBED 'F' AT 4'-Ow O.C. ("-
10, 6" 2•' '.;A. STUDS AT 2'-0" O.C. WITH (3) /10 TEK < CL
SCRI_WS AT STUD AT VERTICAL. ANGLE Q
11. L4" x 3 1/2" x 1/4" x CONT. AT 4'-Om O.C. VERTICAL
12. METAL. BACK FLASHING TYPICAL
13. P.T. 2 x 14 (n
14. 6" 20 GA. STUDS AT 4'-0" O.C. WITH (3) X110 IEK F ,�
SCREWS AT EACH END (CONN. TO VERTICAL BOLTED STUD) Q Z VI
15. 14 GA. TRACK W .._ Z
16. 6" 20 GA. STUDS AT 2'--0" O.C. AT RECESSED ENTRY *_
WITH 5/8" EXT. GYP. SOFFIT (3) #10 TEK SCREWS ,J U
EACH END Z O
17. USAL 2 x 4 OFFSET WINDOW SYSTEM W Ln
18. 6" 20 GA. STUDS AT 2'-0" Q.C. WITH 1 1/2"0 PIPEfL
COLUMN AT 4'-0" O.C. WITH 16 GA TOP TRACK - SEE � 'j s,
DETAIL 4/A10
I < �•.
T/FLAS 5 G �,\\N. SLOPE 1" 13 T FLA �' OPE 1' `../ Q)
T/R 00 ol
I +
5 vv 4 4 1 2'
At0
5 �Or EE 1' _--0 5 " --� 5 �-- t 2
T/VLAStlJNG - ----� .- 7/FLASHING SLOPE 1" ,� T/FLAS G LOPE 1 �, 2 L
—'k _
00
T `r Q3
- _ -- 4
r I / [ 112" + 1 - 2 f 2 1 2" O
3"
0--_ --2" Z"
`;/
1 U-- U ---
2 *� I 2" 12 12 trP AT BRICK O N
T
/ a---- — AB E GLASS U NBLDG #229) (BR CK BULKHEAD BELOW) cl)
t" .- 1 2" (BLDG #228) I I [ ' U L.
TYP .AT BRICK TYP AT BRICK TYP AT BRICK I 1 ___ •-
ABOVE GLASS [] ABt 'L GLASS ABO E GLASS 0 4- M
3 3 (BR -K BULKHEAD BELOW) �BR(CK
U
AA 1XI
I �
z
ATkl. l f W
Q i U
LL ACCENT AREAS
(S
� I REFRONT GLASS TO SLAB)
A8 (S
GJ 9 Ca Y q 1 a `f 9 ) 9
l .-�. W
i t�• 1 [ J _ W 2 ( 2 j
-------------
`✓ _ — I 1
BTM./BRICK _ BTM.IBRICK i r 1 BTM_/BRiCK BTM. BRICK , BTMLBRICK Q
- -- L-� lL l 11.I
=
�— y( 0 I 10 3 �yy�_�_L_1I 010 3�-- t I 2'C Lr�. N O3 ----`�� C� N ��'\ L)10
�' ; ;= `"' 11 a L�L 7( ��I .►/ - 0
31
2 02 -- 2 11
0
0
--, �,-
$ 7ENINGr--
� _PENING t OPEN_I__,TLOPENING _7/OPENING -- - -
8
0-91 s
C.JL-__._._.1L., ._JI
a I. C
-;i.. .
7,
C _IL_._._ �I
(�
MULLION MULLION C_� _....�C _.x { G C`.(.. ..__jI _
Jl_ r
C�
>> I ' 1 Lei _ -Ji: 1
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4 BRICK SECTION A' STO�iEFRCN 5 BRICK SECTION AT . ASS
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--�
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TRACK —T— REQUIRED OR SHIM TO �- rr��
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WITH (4) 5/4" DIAMETER M.B. i'-11' PLANS FOR LOCATION W/ SLOTTED HOILES U c }"–
I " 10- 1 1/2' 1 1/2"
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- \ R 3/4' x 5' x 8' W/ (2) U � Q
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6" 24 GA. STUDS AT ��-
2' 0" O.C. ------- -----�,-- ---- BEARING R 7/8" x 6 7/8" x 6 1/2" 1 / /2'
ELEVATION 3 16
�;--� CONCRETE HEADER REINFORCING Q �, TYPICAL COLUMN CAP Q 8 COLLECTOR JOIST AT CONC. COL. s BEAM CONN. � � ,"� COLLECTOR JOIST AT CONC. PANED
1 112"="-O" A8 314"=1'-0" ^ A8 1 ./2"=1'-0" A8 1 1/2"=1'-C" a A8 FOP VEIW 2'-
--
BRICK F0^.TiiV(i 1A8 I---- --- --- - 314" DIAMETER P.B. WITH (�^j
K WASHER TYP. _
x 2'-0" 6LOCKOUT -'r --- r
-- PURLIN - SE- PLAN FOR Q
+ SIZE AND LO;ATION -f-
�� \ BASE R 3/4" x 10" x 10" 9" a"
WITH (4) 3/4" D)AMETER -- + + P.T. 4 x 12 LEDGER
P.B.
r' SEE PLAN FOR LOCATION
\ - -L 4 x 4 x 114 AT 4'-0" O.C. l \, �. i I _----_ _
\\// -
6" 24 GA. AT 2'-0" O.C. v
3 JG GAPER x- ---- .--
,_ �COPE & BEND WEB AT TOP � FJOTING � �--- - --� � --��� --� 'n I ? • .. .
\ I ( BOTTOM TRACK FOR MAN. - T.S. 6 x 6 ; 3/16 LEDG<=R ELEVATION b --'
(3) x+10 TEK SCREW ATTACH -'
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3_ 16 2 �,NGLE W/ 110 TEK SCREE WS A$ 1 1 2" = 1'-0" i L__.
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NOTE: IF DIST, TO EDGE -
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6", BOLT STRAP BF_LOIh' ROOF \
---6" 14 GA. TOP & BOTTOM TRACK i 4�, � - -
A8 1) S;MPSON ST6224 14A Ec" DRAINING COARSE
A7 EACH LEDGER SPLICE A8 GRANULAR SASE
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oa. FUTURE SUSPENDED CEILING
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i EMBED IN "COP-R-7l TE" FOR SIZE AND REINF. SEE PLAN FOR LOCATION -
MA,StIC
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---- - - -- FOUNDATION SUPPORT ` CONTROL JOINT
„ SECTIOPV >~o vir'i1�JDOW HEAD
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+-- - -- E 112" x6" x3" A - - --- -- ---R1/'2x7x9
I
LAlBLL1 A - - - --CONCRETE PANEL -_-B.U. ROOF ON PLYWOOD
- 1» - --- 1 x 5 112 x 12 EACH I I SHEATHING
I PANEL WITH (2) 314"0 x � SIMPSON ST6236 STRAP
1/4� RETURN/ 1/4� 1 1/2"� 8" ^E BLDG. 127E
3 1/2 NELSON WELD STUDS -� -' C<' 1 x 5 1/2 x 12 EACH EACH SI.
- - GRID B do J ONLY
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f 114 �'-----(2) 1y.5 AT 4" O.C. - -(2) Z_
5 x 9" , -i- - NELSON WELD STUDS BM. AT VARING SIZES
PROVIDE ADD17IONAL LAws
1�•------- -_ ---L 2" x 2" x 318" x 6" EMBED 'E' R 1/2" x 3 x 9 M� --- 8 ��4, } (SHOP FAB S*i1M) AT END
4" LMEED 'jj �; a ""'"" AS REQUIRED TO ASSURE
F IRM EO EO -_] I 1 - r I 43EAM SEAT SEARING AT _ _
c-� I ;. . i►'?rl.. ftT's lFAlro'+Q•'LST..
I
3 1/2' i ...".....".,-..,�.. -_.-(2) N5 0" i °• .wcr a'
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Q --� STUDS (ALT. (2) y5 x 6") II
- --- �~----- ---SIDE R 1/4 x 9 1/2 x BEAM �
L4" x 2" x 1/4' x 6' -- -- _- I I GL. BM. - SEE DF TAIL 15/A6
tom- M leJ�� DEPTH -1" WITH (2) 3/:"0 M.B. FOR BEAM SEAT CONN. + 2'-O„ _ } SIZES 7/A8 Fait
a - - 1/4" x 6" x 4" - 3 HAIR PIN 24»
1
E11@.Ej?_T' 19 1 ---- _-EJEARING R 7/8 x 6 7/8 x 8 1/2 3` TS. 6 x 6 x 3/16
I 1/2" 0 PUNCHED HOLE
BEND LINES ---
NOTES AND INSTRUCTIONS: _
NOTES AND fNSTRINFOR S: __-___..._ WELDING STEEL REINFORCING TO BE ASTM A-706 GRADE 60
WELDING STEEL REINFORCING t0 BE ASTM A-'706 GRADE 60
WELD EMBEDS/CONNEC'T'IONS
_ " D. �' n WELD Eti�I EDS __ 18 E �AM CONN. AT CORNER �s BEAM CONN. AT CORNER _ _-- - " ' 20 COLUMN CAP WITH STRAP
,cv,1 3 -1 0 r� 3"-,-1' 0 r A -_�-u;. A 1 Q1 _0ARK
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AS FILED FOR PERMIT MAY 8, 19, 92
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--a 1/8 . u ,/x coNmTloN VARIES ---�
COLI OR .0151 BEAM SEAT OR COLLECTOR 1•-4'-
� (3) E . JOIST - SEE PLANS OLLECIOH JOIST �-
',1 9 {) W/ STD, HOOK W/ BM. DEPTH - S I/x" IA IIA SEE DETAIL 8/A8 N/
DBEAM DEPTH
A t B0TT7y IIA Q. BEAM SEAT SLOPE
OWIAY N, g W ROOF SLOPE SEE DETAIL IB/AB A8 A9
OF
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A9 _ W _ I I b A9 i r2l
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W/ #4 AT 12' O.C. U Q
NOR17 AND VERT. AT < F.i
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BLILOING /227 L'B'=1'-J' A BUILDING #227. #228 & #229 1/8"=7'-0" BUILDING #227 1/8"=1'-0" BUILDING #227 1/B'=1 -0• A BUILDING 1227 :/F'.-"- WIN
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INSIDE FACE EMBED 'B'
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ON d L
' 04 AT 10` O.C. EA. WAY _ _ __ ___ I I > N Q 0
L______ ---___.______ __ II U 03
1 I 2E t
lie 2E U(4) #e (2 EACH FACE) J 4 T B10 A9 OUTSIDE FACE \v\�BACKER ROD �
ALL �y �I SEALANT 'i FABNELLD '8' EACH END EACH U �_
T� _ 7/SLAg 3/d" MAX. -BACKER ROD - 7 G a
3/4' CHAMFER TVP.
_ C 1/2" MIN. SEALANT EMBED 'D' EACH END EACH
T iG. ! PANEL m
L -'"----! 3/4" CHAMFER TYP.
--EXTEND (7) 15 BARS FROM 3/4" MAX. OR FOOTING $RE - SEE
CONCRETE HEADER
NOTE: PROVIDE CONNECTION AT V-0" BELOW TOP f 1/2 MIH' FOOTING SCHEDULE AND
• • W AT MO-POINT OF PANEL ' FOUNDATION PLANS
NOTE: PROVIDE CON- CTION AT 1'-0" LR. (_____�CENTERLINE OF FTG. A-
1/2" 1 1/Y BELOW TOP l W AT MID-POINT OF PANEL CENTERLINE OF PANEL
I MIN. (2) EA,.' END EACH PANEL
PANEL REINFORCING [SHEAR WALL a END TO END CONNECTION OUTSIDE CORNER CONNECTION rio1PANEL TO FOOTING_
SLILDING #228 1/8"=1'-0" 1 112"=1'-0" NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 3"= V-0" NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 3"=1'-0" 314--
- SEE EMBED DETAIL 16/AB -SEE EMBED DETAIL 16/A6
-TOOL ALL INTERIOR EDGES OF CONCRETE PANEL -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL 8_ Y
ti
S1 2 7,_8.. N. TO FOOTING 5 1/2 N
IGLU-14M BEAM - SEE PLAN SEE 10/A9LrIj
6" �O' INSIDE FACE OF PANEL - .0
• 11 / ABOVE ROOF CONN. TO F007IN SEE DETAIL 1'I/A9 0
c 4 x 10 P.T. TCP R W/ SEE 10/A9 SEE DETAIL 19/49 8 �__� FOR REINFORCING Q
- J/18 3/4"o x 10' A.B. O 48' O.C. FOR REINFORCING yq CONN. TO FOOTIN
CENTERLINE OF PANEL 11 9 A9 SEE 10/A9 f - INSIDE FACE OF PANEL
I� 1 I/Y 1" II (2) #S I A9 IM' — _I— _ — _ _ Ck FTC. ��/ ABOVE R00"
#— s' T �� SIM. AT MIDPOINT OF PANEL POINT
-
• (2) #5 AT EMBED
H A7 1'-0' O.C. - 8 8 1 1 C CUT EMBED TO 9' FOR 9 \G9 / t 8
;'• AT CENTERLINE OF PANEL E.W. I �.` - - CONN. AT ROOF AS SEE DETAIL A9
SIM. FOR REINFORCINGRING v AT MIDPOINT SIM. ABOVE ROOF
#3 TIES AT 1'--0. O.C. \ SIDE f 1/4" x 13 112' x 8 1/2' ` `j 1 ABOVE ROOF
\� > 'o M.B. 1 1/1" --1 — — Tc.
3118 VERT. SLOT
" BRG. f 5/8" x 7` z 10 � � 8 pg 1
5 SEE DETAIL IS/Ag
I W/ (2) 5/8'o z 8' N.W.S. -11" ABOVE ROOF FOR REINFORCING
1 1/Y 1/1 c^y ter•` .. . ..wa.. O 5" O.C. �-
CLk. CLR. 4 SEE DETAIL GING --_-- --- V _
-yJ HAIR PIN CONN. TO FOOTING
b FOR REINFORCING SEE 10/A9 r--�
CONN. TO FOOTING -r �-
(6) #6, (J) E.F. CONT. 18• SEE IO/A9 1'-P �1'-11' .-SEE DETAIL 16/A9
6 #8 A7 50'-0' PANEL FOR REINFORCING DA fE'
BLDG. #229 CONN. 70 FOOTIN 5-8-92
#3 TIES Y O.C. 3'-0' FROM f 3/4' x 10' z e' SEE 10/A9
COLUMN, 6' O.C. OTHER
LOCATIONSTRAWN B'
y—�- -SEEAT PANELIL LEG
BEYOND
9 1 1 I F. g5': 6O" x 6 W� 13 PANEL TO" BUILDING #2.28 9PANEL D n PANEL TO PANEL#228 = D PANEL TO PANEL CAW
BUILDINC #228
CHECKED 0-
I II o DRW
1 1/2 GLULAM BEAM REVISIONS:
=jlB SECTION AT HEAD 3/18 TVP. 'k W
2) 3/4' x 4' NELSON
f 1/2' z 5 112' x V-4"
8 W SUDS
, CONCRETE HEADER REINFORCINGtz ROOF BEAM AT SHEAR WALL LINE OF SOFFIT ABOVE a 1/2' . 6• . V-4*
�AO1 ,/2"=V-o^ 1 1/2"=1'-0" f 3/8• . s . 5'
I
I
21-1 .— —______-____ -_- __ 2'-l" I 1,_ • •. \ #5 + 3'-O' EACH SIDE
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TIES AT 1'-0' O.C. vii 5 fr, 4 . - __ '.
naK% (2) EXTRA AT TOP ft 13 TIES AT 1' ' O.C.
ROT12) ry� -� W/ (2) EXTRA A TOP W ti - —� BEARING f 7/8'x6 7/8•x6 t,2'
BOTttOM ____-I f 1/4' . 10 1/2' x BEAM O ; a,a•�"ai �aw¢.n,..
• • • -- - • \� DEPTH -I• W/ 3) 3/4' • MB a^"'i�.R
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I • _ --_ - • • • • f 112' . 5 . I' 4'
- - -- END OF BEAM-
I\ b • • • —(4) #8 AT PANEL LEC �f 3/8' + 5' . 5'
I • • • • • • • (e) #7 i i f a eM
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PANEL LEG REINFORCING n PANEL LEG REINFORCING u CONCRETE COLUMN REINFORCING PANEL LEG REINFORCING zo BEAM CONNECTION 29207;
1 112'=1'-o" 1 1/2"=,'-D" SHEAR wnu t 1/r-r-o" BUILDING#228 ft #229 1 ,/2'>•1'-0' A9 BunolNc Iz28 - --
BUP990780•BLO0.916 BUP92-0il,,BLb0.279 FILED FOR PERMIT MAY 8, 199
14 I,, 21 1,111a
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SEE DETAII. 11/A S FOR
STRUCTU`''(AL INFO. U
115 BLL-, PAF"1 15,1 6UILDINC PAPER C7
4'-0" LUDO V
1/2" EXT. GYPSUM BOARD \ - -- 15# BUILDING PAPER so �--- CN r Q
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- __._, BRICK Q ,'` O
ON 1/2" CXT. GYPSUM BOARD �D
�\ __�1�. __�" -- SEALANT � .._
i" AIR GAP /'K - - 1" AIR SPACE MIN. (VARiLS) _-
--'""J 1" n!h' GAP MIN. (VARIES) J CASING BEAD
1/2" EXT GYPSUM BOARD --SHIM ! 0 w f.
BRICK \ i - - - --BRI.K ��' /- COR!jER BEAD - -
FUTURF GYPSUM BOARD -CORNER BEAD /� -
I "COPE-ERSE_AL" SPEC. #202 _ -- _ O w
EMBED IN "CDP-R-TITE"
W
MASTIC
FUTURE GYPSUM BOARD f L _ - 1 1/2"0 PIPE COLUMN
�� SEE 4/A 10 \
6" METAL STUDS ! �} --R-19 BATT INSULATION � � (2) 2 x fr--� � }-
\ / -6" METAL STUDS FUTURE GYPSUM BOARD U 4
P' 14 GA. TOP & BOTTOM TRACK - R-19 BATT IN.,,LAT10N
_ wl cn� - - _ -6" METAL STUDS 2 x 4 L"- = i1
��- SUSPENDED CEf;.ING � � 1 ;�'�"0 PAPE COLUMN -- •-
1 SEE 4/A10 - --R-19 BATT INSULATION
\ \ CONC:TETE PANEL LEG —6'0 OVERFLOW DAYLIGHT V C
-- c1/2"0 PIPE COLUMN � SEALANT-- �- - 15 BUILDING PAPER ON 70 OUT'S1DE. VERIFY HFaCr- Q •+
SEE 4/A10
1/2" SH;M LA-MMEW -�_ 11 EXT. GYPSUM BOARD
c \ SHIM- ---
\, WI H AND FINISH OPENING m
ce SEALANT BELOW 1" AIR GAP MIN. (VARIES)
1 \\�-----6"/ INTERNAL DRAIN
--_•_____ _ -BRICK
WINDOW SYSTEM
� WINDOW HEAD � ,BRICK BELOW WINDOW SILL s BRICK BELOW WINDOW SILL s BRICK BELOW WINDOW SILL ,o DOWNSPOUT/OVERFLOW DRAIN
3 =1 -0" \ QUO "LITEIDE CORNER BUILDING #229 3 1' -U" � INSIDE CORNER 3"=1'-0" Al INSIDE CORNER - BUILDING /229
�.
H.M. DOOR AND FRAME--------
1/8" x 2" BENT ---- _ �-
& 3/4"0 P.B. TO ^��
-FUIURE GYPSUM BOARD SLAB M
-- WINDOW SYSTEM —� -_ FUTURE 7S 8 x 8 x 3/16 - -�
r- 1/2" SHIM CORNER BEAD SEE DETAIL FOR
-J CASING BEAD I CONNECTIGN TO STRUCTURE
BT►/./8R!CK COURSE — 1 -� FUTURE GYPSUM BOARD R-19 BATT INSULATION
T/SILL --CORNER BEAD 4
MANUFACTURERS ANCHOR PER I t
BTM WEEP- I - - ,------FACE FINISH C;YF. BD RECOMMENDATIONS
SYSTEM \ SILL BE'.OW AT BLDG. #229 AT BLDG. #22'1
b�id 1 1/2"0 PIPE COLUMN ONLY SEALANT -
;;�f� SEALANT SEE 4/A10 T.- - - -
-6'� h.�ET..^,L STUDS JAMB AT T.S. COLUMN
FLASH.NG 1 i2� -H15 BLDG PAPER ` f~ EA-ANT— 1 112"0 PIPE C(LUMN BELOW SEE 4 A OPE. COLUMN BELOW --
f
1/2" EXT. GYP. BD. S E 4/A10 AT BULKHEAD WALL -� x .1.5 -
T�--� 1 PROVIDE E)A6-
OVERHEAD DOOR �
-BILI BELOWC)l AT BLDG. #229 / R / AT HEAD COr..:;" � ►
- 1" ME GAP MIN. ° �L, + ,
` (DIMENSIhN VARIES - �'� e , 15 BUILDING PAPER OVER - - - TO SLAB `- FOR WELD COV,
SEE WALL SECTIONS) " 1 2" LX1-. GYPSUM BOARD _
9RfCK WINDOW SYSTEM -_--- J`f� j- 1" AIR GAP MIN. (VARIES) \ PLUG WELD AS REQ'D. - - - SEA:A.NT '
6" METAL STUDS
BRICK FUTURE METAL STUDS &-
v.
o
R-19 BATT INSULATION -- r - SYSTEM ® ! -CONCRETE PANEL LEG GYPSUM BOARD \ CUT BRI*
- - N.R DOW TEM -- - �- WINDOW SYSTEM
AS R�Q'O. I
SEALANT-- -- - -- -�- JAMB AT WAIL
f 5-8-92
WINDOW SILL _ 12 WINDOW SILL 3 WINDOW SILL61�4WINDOW SILL ,5 ROLLING SECTIONAL DOOR 'aw;�K
- - - �,,. j L., .-_ - _
3"=1'-0" OUTSIDE CORNER 3'=1 -0" AgaINSIDE CORNEF 3'=1'-0' :,v INSIDE CORNER 10 :.NECKED BY:
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5 1/2"
3
EXTEND BRICK - --
_- -----BRICK ---- -OHD TRACK
--------- INSULATED RELITE -FUTURE G`F'SUM BOARD
/ .. BRICK
,-0 �i ----- CONCRETE STOP 6" ME-A.. STUDS
STOREFRONT- '�_3 - ----H.M. FRAME
SYSTEM
-- � �EALAN- _- � � t
1 _4" - -- --T.S. 2 x 3 x 3/16 HEADER
INSIDE FACE
OF CONCRETE -- w
1/2"� PANEL. BEYOND '
-
SHIM
,..
�. H.M. DOOR � ,� �,
WINDOW SYSTEM
/_"- SF A� ANI - -- -- I ._ -----__ � v:• M m
--EMBED 'F' AT CHANNEL, AT
�__._.---EDGE OF CONCRETE ✓tel / -� T.S. 8 x 8 MULLION & AT I �— H.M DOOR FRAME +
PANEL BEYOND
J FACE BRICK---------`" R
- -6" METAL STUDS FACE/CHANNEL MID-SPAN OF DOOR OPENING
H.M. DOOR
fel---- FLASHING AND SEALANT � 1
_. -
-------FUTURE. GY�'SUM f30ARD �----CB x 11.5 _ ---- --�- --.- --------_-_ /"1
- -Gq_NC. WALK -- _-_._ _ �-. _ -
�.- -
2% MAX.
.7
• ! 1 y -CONCRETE SLAB
WINDOW SILL AT SLABr17 BRICK AT ENTRY �e OHD JAMB AT HEADr19 - )AMB AT DOORQ DOOR HEAD RELI _ -_- _ _ _ -_- _- 2 . t�7
za � Q q
I 3"=•1 -U' E3U11_UING x/22� - ---`- -- 1"-1'- 0" ;-itT.1 �--- -�-
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k� -ITE SIMII AR
1 _� __ ►IICWIW r .iS3 ? R[7UfiP1dd7rr.11f933'""1!!°2111Vf?Cnf.
` ' AS FILED FOR PERMIT MAY 8, 1909. 2
*Aim.Ade w 111 .•r ,,;= BLIP 92-0i4g, BLDG 227 SUP 92-414A, BL'Jr 228 SUP 92()151, BLDG 229
MICROFILMED
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Inn- GILAW MAOR IN CHINA I I IN
3/4 x I'--G* x 1'-0* CL
W/SO 314-' P.H. ',V/ YIN.
112 N.S. GROUT 5 _,------LAMINATED P(RAMID SKeLI(.411
fyp. T.S. 5 x 6 1/4
(x A$5 PYRAMID A 11 SYSTEM119
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bUt. I ACCESS
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T.S. 6 x 6 x 3/16
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WYLJG"f AYTA0WWA'
WASHER PER HEADER 0
DOTING SEE DETAIL 2/A11 AIRE ACCESS COVER PLA IE
WE
OR SIGNAGE sift '�"Joci CLIP C
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(2) .44 4ORIZ. TIES 0 1 - �- ;n --" 0 1
-ILL C PRE DRILLA. C C ot
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AND TREAD FOR 1/2"+D BOLTS i7 0
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WALKS TYP. w) 1 m CL
1 .1 C—Al 1
31-0" SQ.
All
ENTRY CANOPY PLAN _
L""�2T.S. TO FOOTING 3 HEADER CONN. TO COLUMN 4 CANOPY SECTION SKYLIGHT AT T.S.______
7 -A" BUILDING #227 314'=I' I" t3UIIL)IN(I #227 #2 #221 Ly
IA�1 L.LJ
IMF
CLF?.
-,--FACE OF BRICK AT
\y/ 7'-0" SOFFIT L.Li
- BRICK BEYOND
.—OVERFLOW _---BkjCK ANGL E SUPPORT SEE Cc
-BRICK VENEER DETAIL 11/A8
_ C"4
_____—CONCRtTE PANEL LEG --2"0 OVERFLOW
BECKER 3" HI-PIB
81-3, c ---TIE CANOPY D.S. NOTE: GUTTER/FLASHING ROOF DECK cy-
INTO ROOF D.S. TO EXTEND BEYOND ,—BRICK [INTEL ANGLE
ROOF D.S. OVERFLOW- SEE DETAIL 111A8
C8 x 11.5 FLASHING FLASHING CLIP AS REQ'D CN4
-----CONCRETE PANEL
BECKER 3" HI-RIB CONT. SCREEN OVER
SLOPEGL)-:LE_ b ROOF DECK 7 GUTTER
TO DS N F--ca x 11.5
---? 112" x V-4" x
-----2" GUTTER (EXTEND
00N.S.J1
_j W1 (4) 5/8"' 6 112" . FLASHING BEYOND
Kj
ZA
112" x I'- x 1'-0" C8 x 11.5 OV!:RFLOW)
W/ (4) 5/rj"* x 6 112" —2"0 O.S. TIE TO VERT
70
--2"' OVERFL'",e NFLSON STUDS TYP. ROOF DRAIN ONCEAL. '
OUTLETPIF� AT FURRED WALL —
-3-/ 67-1 `—FUTURE SUSPENDED
LO
CEILING AT 9'-0" m
�j ® -- -- BECKER P10 LINER PAINTED RELITERAME AND
Lj SUFPORT AS REQ'D
....... _ ---BECKER 0-10 LINER
Li 10
0
PAINTED
--C8 x 11.5
--- -BECKER FACIA PAINTED
CANOPY AT CONC. PANEL LEG 8 CANOPY SECTION
x 11.5 An BUILDING #228 1 1112"=77 An 13--lILDING #228 1 112"=l'-0"
a --------COPE FLANGES AS
REQ'D AND WELD TYP.
PLAN VIEW CANOPY
6 C3
BUILDING #228
i o
..A*% BY:
CAW
CHE-'XEDBY:
DR*
RVASIONS-
A 1
'199
OW SUP
"F QIJOIA PARKWAY 15153 AS FILED FOR PREMIT MAY 8 2
SEQUL�JAPARKWAy,j6N9 REDWO09 y"
Z0,2" if cr-cly 22� 8UP 92-0150, BLOG ?28 8UP 92-0151. BLD0 229
MICROFILMED
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