12930 SW SCHOLLS FERRY ROAD-1 x
s
i I
N
_ Drawing Index
ASSUMED PROP. LINE BETWEEN BLDG'S. ON
SAME PRIOPERTY (UBC 503.3). SEE FLOOR Z
! PLAN FOR REQUIREMENTS CLUE TO THE BUILDING PERMIT SUBMITTAL
- O
! BUILDING'S PROXIMITY TO THIS LINE
-1 SITE PLAN and COVER SHEET (this sheet) }
A-2 DEMOLITION and FLOOR PLANS (1/4" 5c.) C+
REMOVE EXIT`6. GARAGE / !
J ! ! (REQ'D. DUE TO PROXIMITY ` J ! A-3 F1_EVATION5 and DETAILS
OF ADDITION) \ / Ak Y
A-4 STRUCTURAL PLANS, SECTION and DETAILS �C� (,�/'
Alk A' " —— A-5 ELECtRICAL PLAN KIRK K. f
5O — q '
' �" lo'-o" ► lo'-o" 14. HALLSTRAND �.
—- - --- 1 5 SHEETS TOTAL
F- -- — �— — — — ! 1 I 1 REMOVE I5T'6.
a a J PATIO AND WALKWAY I AND, OREGON
SLABS AS REQUIRED
-- I -- Project Description
ii
EXISTIN_x CHURCH
OF
! �
THIS PROJECT WILL ADD TWO (2) CLASSROOMS TO AN
JAtF31'fION EXISTING OFFICE/CLASSROOM BUILDING. IT WILL
"' •,,, 1 REPLACE ONE (1) TOILET ROOM WITH TWO (2) THAT
\ x EXIST'G. I MEET CURRENT CODE AND TO PROVIDE CODE 4
f I / CHURCH X171 MANDATED kCAPAGITY.
\ \
All,
OFFICES I
\ I THE PURPOSE OF THIS PROJECT IS TO PROVIDE CELS%
! A CLASSROOM CAPACITY TO OFFSET THE LOSS OF
EXIST'G' MODULAR UNITS 1 4 2 DURING THE UPCOMING
1 I CLASSROOM `G' — EXIST'G. CONSTRUCTION OF THE MULTI-PURPOSE BUILDING.
Iv SHOP THEREFORE, THIS PROJECT WILL NOT CHANGE
\ A q q _ _ •f' -ov
--� Y - - — CURRENT 51TE USAGE AND PARKING.
I _ o GROSS SQI.IARE FOOTAGE ADDED = 1,310 S.F 4.
1
' �TAX LOT t= 02200 L_¢
EXIST'G. VAN AC'CESSIBLF / q I +
I STALL WITH SIGN, I EX15T'G. MODULAR TAX MAP I«° 15133AD �
1 STRIPING AND ALL, NO ,;) BLD'G. 'D'
CHANGES REQUIRED - I �`� • v � "�..
�. CM
FOOTPRINT OF FUTURE ' . T%. =
MULTI-PURPOSE BLD-G. --- -_.�I a General Notes w cam,
Jn
1) SPACES RENOVATED SUCH THAT THE PHYSICAL �� ( f.a !
LAYOUT and/or USE IS CHANGED ARE REQUIRED 0 M
TO COMPLY WITH CURRENT BUILDING CODES. o W
SPACES RENOVATED FOR COSMETICS ONLY MAY
BE MAINTAINED IN COMPLIANCE WITH ThE CODE
AT THE TIME OF THE BUILT iNG'S ORIGINAL
Q CONSTRUCTION AND OCGUPANC,Y. 6
SrJl,f' - 2) DESIGN OF MECHANICAL, PLUMBING, ELECT2.ICAL CM C1'
AND FIRE ALARM SYSTEMS SHALL. BE BY THE
Y SUBCONTRACTORS RESPONSIBLE FOR THEIR
EXAR I PAVED EXISTING PAVED CST'R. (DESIGN/BUILD). ELEMENTS OF THESE
PARKING LOT PARKING LOT SYSTEMS SHOWN ON THESE DRAWINGS ARE TO BE
CONSIDERED LOCATION DIAGRAMS ONLY.
�:A \ I ALL SUCH SYSTEMS SHALL BE EXTENDED FROM
p I EXISTING. EACH SUB-CONTRACTOR RESPONSIBLE
3 q SHALL VERIFY THE ACCEPTABILITY OF THE
EXISTING SYSTEMS AND THEIR ABILITY TO EXTEND
FOR TH 15 ADDITION. THE SCOPE OF WORK FOR
EACH SUCH 5Y5TEM INCLUDES ANY/ALL WORK
ALL
rl O PLETED SYSTEMS, EX157 G. AND NEW,
FUNCTION AS INTENDED AND COMPLY WITH CODE.
3; ALL EXISTING MECHANICAL, PLUMBING, O
ELEGTF,CAL, AND FIRE ALARM SYSTEM 2
\ 130th AVENUE '�`—- COMPONENT5 ARE TO BE RE-OCATED IF/AS
NECE 55AR TO ACCOMMODATE THE WORK
INDICATED IN THESE DRAWING. ANY SUCH Q
RELOCATED COMPONENTS SHALL BE Cai;
--~ -- RECONNECTED TO FUNCTION Ae ORIGINALLY
INTF_. "DED. LM
V
4) THk: TERMS (Uniform Building Go_�) AS USED IN
TI-Ii�_'- 3ET OF DRAWINGS MEANS T�1'L` OREGON
STRUCTURAL SPECIALTY CODE, OREGON'S
— - -- _- VERSION OF THE U.B.G
'\ - - � �` _ THE TERM A.D.A (Americans with Disabilities Act) AS
SITE PLAN GENERAL NOTES �... � � 00
I / USED IN THIS SET OF DRAWIN,35 MEANS ALL :
-� Gitr/rJ.J ---�„_ APPLICABLE AGCE551BILiTY CODES INCLUDING 0
C•A.B.O/A.N.5.1 111.1 and THE OREGON STRUCTURAL. O
I) GENERALLY, NO CHANGES WILL BE MADE TO THE EXISTING SITE,
-
PARKING, WALKWAYS AND LANDSCAPING EXCEPT AS NOTED AND / - SPECIALTY CODE - CHAPTE, 1 11. + 0 cc
AS NEGE5SARY TO ACCOMMODATE THE NEW ADDU ION. -0 .3-0 O 5) ALL NEW DOOR HARDWARE SHALL BE A.D.A � p
I1 Y OF TIGARD �
2) `.IEE FLOOR PLAN, SHEET A-2 FOR ADDITIONAL SITEWORK ,� APPROVED LEVER TYPE ' IRDWARE TO COMPLY
Approved...... } Q
/ l ""•••••• C9d1 WITH ACCE551BILITY COL)ES - PROVIDE PANIC
ADJACENT TO THE NEW ranr�ITloN. �1.� �, � l/ L- �- - Approved �
�O, �" For onlan`1tly ..., ••,•,•••,•••••• t , HARDWARE WHERE INDICATED ON PLAN, c� �
3) RESTORE r`XISTINC� DRIVE^S, WALKWAYS AND LANDSGAPINcs t0 PERMIT NO
wo as a�ribed in: co
THEIR EXISTING CONDITIONS IF/AS REQUIRED DUE TO
See lett to: Follow..........
CONSTRUCTION ACT!'ATIES
Attach
LM
4�
Job�\ddre �: � ................ .( }: NORTH -
9y' co
Site Plan _ �- CO)
cc
SCALE: 1"-3J'-0
— U
`- TO HWY. 26
(5UN5ET HWY.)
Cede Anal
Y Project Te
sisam
Ythih
BUILDING CODE SUMMARY APPLICABLE CODES and °STANDARDS PROPERTY OWNER � �# {J�_.. �N �'=��"� � �► •„�» �
OCCUPANCY -- EDUCATIONAL, GROUP 'E-I' per U.B. 504.3 - IN A MIXED USE BLD G., tHE SUM OF 1998 -- - OREGON STRUGTUR,4L SPEGIALI Y' GODS WESTGATE BAPTIST CHURCH Y • r l a T �+f,
p ? I and BU°rINESS, GROUP 'B- THE RATIOS OF ALLOWABLE TO ACTUAL S.F FOR EACH (U.B.0 WITH OREGON AMENDMENTS) 12930 S.W. SCROLLS FERRY ROAD
' a�. _ ,
OCCUPANCY Si-TALL NOT EXCEED ONE (l). -- -- NOTE THAT A.D.A and AN51 117.1 CODE TIGARD, OR. 9223 � " '-
CONSTRUCTION - TP. 5-N.R. NO FIRE SPRINKLERS o ' K f `-
REQt.IIREMENTS ARE INTFGRAED INTO (503) 524-3500 �' tti ? t a
E-1 E3 CHAPTER 11 OF THIS CODE E .f i { �� '' ;_ `t 1 I.x :. >•
ALLOWABLE AREA CALCULAI I ONS
-------- ---------- --- - - ---- -- -- 2,206 S,F 2,024 5.F 1991 UNIFORM MECHANICAL CODE ARCHITECT
• 'E-l' - BASIC ALLOWABLE AREA 9,100 S.F 9,100 3.F 8,000 S.F 1991 ---- UNIFORM PLUMBING CODE KIRK K. HALLSTRAND, ARCHITECT � � � � ► _ �' ! `_..__"
per U.B.G table 5-15, E-1 OGC:UPANC..-i � � ___ 2505 N.E. AINSWORTH ST. •;� .� _ t
• MULTISTORY ALLOWANCE Not Appll.:able 1991 NATIONAL ELECTRIC GODS :
PORTLAND, OR. 91211
0.24? + 0.23 = 0.495 1991 --- N.F.P.A, 101 - LIFE SAFETY CODE (503) 493-1226 � ~' � � •` �•` i '4 ,_� ._;. 4 �
per U.B.0 50 '.2 c. v,. Ta
1 . 5E - NOTE: ALL WORK SHALL COMPLY WITH
, INCREA...� FOR ..FF ARATION Not Applicable L L
W DARDS,f � APPLICABLE CODES, STAN —C—ON_T-RACTOR ,,` , ttE '.•l;, 't , �_• _, " ..�h ?.a`L ,. ' R .
?EGULATIONS and INTERPRETATIONS BY
p,.�r U.o�.0 505.1.1
t,•.„.
n
BRIAN DUTTON y u �-0 g `� �,�. 1� i C•'+s../ ;�
---! REGULATORY OFFICIALS WITH JURISDICTION ? 1, si 1
• INCREASE FOR SPRINKLERS N/A = 9,100 S.J 16115 S.W. LAKE FOREST BLVD.
er U.B.G 505.3, SINGLE STORY
LAKE 05WEG0, O - 91035
• - <L 2,2065,r- ,� n n n (503) 401-1621 ( } t _ � I s ;' .f� 1 y`` 1i 1t 0i,
E-I' ACTUAL BUILDING ARE
E-1 B _ZONING CODE SU�`1MARY
oct-upancy occupancy
• 'B' - BASIC ALLOWABLE AREA 8,000 `3.F JURISDICTION - CITY OF TIGARD, OREGON
1,206 s.f 2,024 s.F
per U.B.0 table 5-E5, A-3 OCCUPANCY PFOP. ZONING Rl - MEDIUrI C%CNSITY RESIDENTIAL Deterred Submittals W'20W Yahoo!Inc ROHR Nav!�aNen Teolnewnes c �, SHEET #
• MULTISTORY ALLOWANCE Not Applicable BLDG. USE LOCAL COMMUNITY CHURCH- DEFERRED 5UBMITTAL5 SHALL BE REVIEWED AND PROJECT 51TE
per U.B.G 504.2 REQ'S. A CONDITIONAL USE PERM17 APPROVED RY THE ARCHITECT PRIOR TO T14EIR NORTH
'SUBMITTAL TO THE BLDG. DEPARTMENT. pt=PERKED n
• INCREASE FOR SE��Af�ATIOti Not Applicable (C"'U"F) SUBMITTAL.' ARE REQUIRED FOR THE FOLLOWING: Vicinity MapA
FROM OTHER 31 YJCTI,1Frr5 NOTE- FOR COMPLIANCE WITH ALL Z014ING AND C.U.P o c -
ROOF rRU55E5 - SEE ALSO SHEET 5-1
per U.B.G 505.1.1 REQUIREMENTS, SEE THE STAFF REPORT AND NOT t0 SCALE Scholls Ferry Rd 12930
F1__jGONDITION05 OF APPROVAL FROM THE ° FIRE ALARM SYSTFtI BUP2002-00193
• I'.GREASE FOR SPRIN".;_EI-'.S N/A = 8.000 S.F (NOTE DIFFERENT NORTH ORIENTATION 1 of 5
per UC 505.3, SINGLE `jTORY CONDITIONAL USE: PERMIT: OBTAIN APPROVAL FROM ARCHITECT, CONTRACTOR FROM SITE PLAN ON THIS SHEET)
�'' "s• CItY OF TICxARD FILE M CUP2001-00004
AND BLDG. DEP T. PRIOR TO ANY FABRICATION OR �
• 'B' - ACT JAL SUIL.DING AREA, 2,024 S.F INSTALLATION OF THESE COMPONENTS.
1 � � I lel ill i � � lel lel i � I I � ill . .ilh � l � . i. � � � I II ► I � ��i1 I I -i-� r 1 �-i iii _III � -_ . .-. .
NOTICE: IF THE PRINT OR TYPE ON ANY r�r i (r T i l Ili I I l i Ill 1 I� I i l I l t l 13 11 1 1 I r 'r T4 r r t III I r 1 1 1 I I I III I I I f I I I I I I i I II I Igl I r l f�l I III I I I I l 1110 I I I III f i i I I I I I'!I I I�I -
IMAGE IS NOT AS CLEAR AS THIS NO rICE
IT IS DUE TO I HE QUALITY OF THE No 36 �"•"-w- " y , Y ° «t+
ORIGINAL DOCUMENT E L 8�Z G��Z 91Z �1Z fi+Z £Z Z�Z IIZ O Z 8�[ 9 I Gni 9 T �1i t_
S[ ti I T.i t 8IG9 9 fi III Illi IIIIIIIIIIIIIIIIII IIII IIII IIIIIIIII IIIILII III!IIIII IIII�IIIIIIIIIII► ►I11111 i IIIIIIIIIjIl111ill ►II1!II!I1II► 1ii► lilllill1 I► —i.11l1!Ili1i11il11 Iliili►i1_ ►�llliiil�iil11ill�il�Il►11!�Illllllll uu�1111Iiliiill1ll11 11lIiiIIIIIIl111111�IluTII��INI�►
10'-O" _ CENTERLINE OF OPERABLE NEW EXT. 4" THICK GONG, WALK,
-- ----- PARTITION, WALL POCKET, AND EXTEND FROM EX15T'G. AT SAME
INTERIOR 111^i L BEYOND - WIDTH, PROVIDE ACCE5515LE ROUTE=
OF TRAVEL TO EACH NEW EXT. DOOR -
Z
RPE RESISTANCE DIRECTORY(BXRN) EQUAL _ EQUAL _ 0
THROUGH PENETRATION FIRESTOP SYSTEMS(XHE2)-Ciurtrnue0 5'-O° 5'-Z i/Z" 2'-8° Z'-8° 5'-2 1/�° 5'-O" EXIST-G. - NO CHANGE5 Q
I System No. W-L•1001
(ivnne1v System No. 147;
I Ratings--1, 2, 3 avo d Hr (See Items 2 and 3) 2.Pipe or Conduit Nn,n 12 in.diam (or smaller)Schedule to(or heavier) I I — To
T Ratings-0. ., 2, 3, ani 4 Hr (See item 3) steel pipe nom 12 in. diam (or smaller) service weight (or heavier)cast I cl1 F-
1 L Rating 2., Ambient-less than 1 CFM/sq ft iron soil pipe, nom 17 in diam (or smaller) class 50(or heavier) ductile (4411
X Q -, '
i! iron pressure ipe, rwm 6 in.diam (or smatter) steel conduit, nom 4 in. N E
rr j
L Rating At 401 F less than 1 CFM/sq ft 1 _ - K.
diam (or smaller) steel electrical metallic ruburq, nam h in. diam (or G� 4/O x 3/O 5L. 4/O x 3/O 51.. 4/O X 3/O SL 4/O x 3/O `Sl. � � l
smaller) Type L ur (or heavier) cupper tubing or nom 1 in. diam (or ....T KIRK K
smallm)flexible stee,conduit When carer pipe is used,max F Rating �* m ? �' --�—
rs. D
A of ftrestop system (item 3)is 2 h.Strel t.pes or conduits larger than - I HALLSTRAN
nom in. diam may only be used in walls constructed using steel 9
rtranu , studs. A max of one pipe or conduit is permitted in the to VERIFY WALL. POCKET
i (3) 'r' firestop system. Pipe or conduit to be installed near center of stud I I I DIM'5. WITH OPERABLE PORTLAND OREGON '
early width and to be rigidly supported on both sides of wall lS' PARTITION 5HOP DRAWINGS r
-- —_-- — assembly. 6 WALL
1 iss void m isvity Material'-Caulk-caulk fiU material installed to ►- I Z PROVIDE A.D.A COMPLIANT (�
umpletoy fill annular space between pipe or conduit and gyt.sum c3ECT.
r•llboard and with a min 1/4 in Irma bead of caulk applied to perimeter w u f1 I EXT. DOR AT EACH NEW O 04�
,� -- d pipe or conduit at its egress fiom the wall.Caulk installed symmetrically Q Ex7, DOOR (3 LOCATIONS) l�
on Doth sides of wall assembly.The hourly F Rating of the firestop system
is eependent upon the hourly fire rating of the wall assembly in which it Q I - NFW AND EXI5TING EXTERIOR WALLS _
1d
is installedr as shown in the following table. The hourly T Rating of the �'` ,
I - Aresto system is dependent upon the type or size of the pipe or conduit N w REQ'D. TO BE I-HR. RACED DUE TO
L�,A p y pe
Ind the hourly fire rating of the Walt assembly in which it is installed,as I W PROXIMITY 70 ASSUMED PROP. LINE
cn
SECTION A_A tabulated below PER U.B.0 TABLE 5-•A, OPENINGS REQ'D. A BLD'G. Q
an pr Annular r T � Z I i I `�
Pipe
l
I.Wall Assembly—The 1, 2, 3 or r hr fire-rated gypsum wauboard/stud r Conduit Spare, Rating, Rating, TO BE PROTECTED (NOTE_* DOE5 NOT I 9-I 5ECT,
wad assembly shall be constructeo of the mateuab and in the manner Dum k In Nr Hr APPLY TO WALLS PERPENDICULAR TO
desc-ibeu r,i the individual U300 or U400 Series Will or Partition Designs 0 to 3/16 1 or 2 0+,1 or 2 . r
I ASSUMED PROP. LINE U.B.G 503.2.1)
m me to Fire Resistance Directory and shall include the following 1/4 to 1/2 3 or 4 3 or4 lit
construction teaturer 0 to 1-1/2 1 or 7 0 r I
A.Studs—Wall framing may consist of either wood studs (max 1 h fire 1 (6) 1/4 to 1/2 3 or 4 0
rated assemblies) or steel channel studs. Wood studs to consist of 12 112% 3/16 to 3/8 1 or 2 0 5 WALL
num 2 by 4 in, lumber spared 16 m.UC with nom 2 by a'.n. lumber copper pipe is used, 1 Rating is 0 h. I4 WALL
end plates and uoss brates. Steel studs to be min 3-5/8 a wide by i M —CP 25W8+. V-35ECT.
1-3/8 in. dee channels s aced max 24 in. OC. Minnesota Mining i Mfg.Co I A-3 5ECT.
/ p P the Ul Classiticatlon Marking z r
LL-7
B Wallboard, Gypsum*—Nom 1/? or 5/8 in, thick, 4 ft. wide with I 0VN 14%,
square ur tapered edges. The gypsum wallboard tyre, thickness, ^^•• ^^ '• I f— EXiST �� 1 0.
number of 0-yers, fastener type and sheet orientat. n shall be is h. I MULT;-PURP05E 5UITE s�
0-0
i specified+tr the individual U300 or U400 Series Design in the UL fire I r
Resistance Directory. Max diam of opening is 13-1!1 in. !
_ Q � TN15 SPADE, ORICzINALLY I
NEW GL.A55ROOM 'A' 11_ �` Nc:U CLA53ROOM 'B' A RF-51DENTIAL NOME, 15 �
PENETRAT I nN5 OF i hr. RATED WALL A65EMBL I E5 -- I GENERALLY -'� A5
c I P
660 5.F 542 5.F
OFFICE 5r �•
LUM OCCUPANCY = 33 OCCUPANCY = 27 - O
W 0
,r••°�
Q
I I I z
REMOVE EX15T'G. WINDOWS WHERE REPLACED XX ¢ 3
BY WALLS, 5EE FLOOR PLAN (NOT ALL W
CZ)
LOCATION5 5HOWN ON DEMO. PLAN,) U7 0
REMOVE EX15T G. WALLS, D00R5 AND I' r I I l
FIXTURES A5 INDICATED, VERIFY ROOF AND l _
I 3 I ,-
CEILING 57RUC"URE ABOVE AND SNORE I
IF/A5 REQ'D.
aD I�
_I _ I L
I _ �\ X - ._I__11c-
° O P.
HIND A-3 l —
II ala -
II 3/0 x 6/8
T71 0
- - — — — - --
I I
II II FI I = - _� v*
l—J „
— 7=/Ox 6/3 3/0 x 6/8 0
= 13 WALL —
II .s I A-3 5ECT. '"' ( .—
= :1A-3 I - - J
—ILL;
L_
r1 � -ill
I - x I-ilc
LJ
LJ
5ALVAGE EX15T'G. T ENTRY
DRINKING FOUNTAIN5 FOR / , % I
REUSE IN REVISED PLAN �' 1 —_-- -- _ — —� _— -__ _-- �- -- -- --._-- 7"
O
8�"F'" 4�
EX15T'G.
EX 15T'G. CLA55ROOM _OFFICE EX15T'G. OFFICE EX15T'G. OFFICE Q
I I 650 S.F
r
I
OCCUPANCY = 33 I
I � �
7- 3/0 x 6�8 -------- 1 - -
r�
IN5ULATE1?
`. 3/4-hr. R ED
/ ! r XZ/ �LI,s , /ver T^ GJee>E
EXIST'G. - NO CHANGES -
36
NORTH tj-
� v NORT►,
77
r _ ; dl/r �i-r.,� ,��.- .s 10e'-", �� � t X<< �f 1
Demolition Plan Floor Plan —
5CALE: 1/4" = 1'-O" — SCALE- 1/4" - 1'-0" --
FLOOR PLAN FLAGGED NO1'E5= WALL PARTITION LEGEND:
A NEW A.D.A COMPLIANT COUNTERTOP LAVATORY - EX15T'G. WALLS 4 PARTITION5 TO REMAIN
NEW A.D.A COMPLIANT TOILFT WIT14 TOP OF 5EA7 NEW WALLS 4 PARTITIONS - NON RATED
AT 11" A.F.F.
NEW I-hr. RATED OCCUPANCY 5EPARATION ';I-IE:ET #:
G RELOCATE EX15T'G. A.D.A DRINKING FOUNTAIN5, WALL, 5EE WALL 5EC. 14/A-3
RE-4!..5TALL PIER MFG'5. IN5TRUGTION5 AND 70
COMPL_ r WIT A A.D.A,
777, EX15T'G. EXTERIOR WALL RENOVATED TO
O
'D VERIFY OPENING DIMENSIONS IN THE FIELD, i-hr. RATED, 5EE WALL 5EG. 13/A-3 (5EE A
2
OPERABLE PARTITION 5UPPLIER AND GENERAL. FX-LANATION '3ELOW) Scholls Ferry Rd. 12930
CONTRACTOR TO COORDINATE DIMEN5ION5 AND BUP2002-00193
IN5TALLATION DETAIL5 A5 REQ'D. i,4r!U I-I tr. RATEL` EXTERIOR WALL, `.3EE WALL 2 of 5
3EC. 14/A-3 (REQ"D. BY U.B.0 TABLE 5-A I
E PROVIDE PAKC HAi<DWARE (PE{2 U,B.0 i001.3.10) DUE To PLANNED AC>JACENT BLD'G.)
,r
NOTICE'. IF THE PRINT OR TYPE ON ANY I l III Ill 1 1 1 I I , I I I I I I III III III III 1 1 1 ! 1 ! I l i Iii
- 1-� �- III 1i l l�I I I ji I ! ' ; Jill
IS NOTICE, 3 I 1 III �Ill III� III III III� I I I I 1 III III �1 1 111 01 11 III III 1-111 11 11I_I_II_II�III 121
I
�
IMAGE IS NOT AS CLEAR AS T 6 �
IT IS DUE 1'O THE QUALITY OF THE No 1e �,.�....�
� � 111 III�IIIIlII-II � 111. 113t L It 9(t 4 II I t
l ► it l ( i � _118 -1111 L0ZORIGINAL DOCUMENT I 111�Z11111I1Z,111111T� ll B 1111 l 1 1�1 1111111 11 IlIl ll llI IIL tIIo��a►,NrwII
I -
III►(III �III�IIII I►1111111 IIIIIIIII�II
(IIIIIIIIIII►III. I I
F-
NEW ROOF: 8
(NOT RA TED)
— - ` EXIST'G. �, ADDITION �
° FIBERGLASS ROOF "—'t
SHINGLES ON #15 BI_D'G. _ 0
PPR, ON 5/8" C.CD.X PLY. WALL
_—
W/ H-CLIPS AT MID-SPAN -� 6
�•_ SECT.
OF PANEL EDGES ON �� _�-�� i }
PROVIDE 2x4 BLK'G. PRE.-FAB. ROOF TRUSSES '
CONTINUDIIS BTW'N. AT 24"oc �.----f���- I C1
EI
o�
TRUSSES AND SIMPSON
ANCHORS AT EA. PROVIDE SAVE FLASHING PROVIDE OVERHANG AND
TRUSS AND GUTTER, PROVIDE FACIA At RAKE TO MATCH r�
DOWNSPOUT(S) AS REQ'D. i AND ALIGN WITH EXIST'G. I 'Z' FLASHING �- �� � KIRK K. r�
-� AND TIE INTO EXIST'G. F -- - `- c� HALLSTRAND �1
TIGHTLINE SYSTEM EXTEND WALL SHEATHING/
----- EXTENDED AS REQ'D. SIDING UP TO UNDERSIDE OF
y
1 --� f•20OF PECK ABOVE ON
GABLE END TRUSS n ❑ r� ! L J I
- _ I LJ J PORTLAND, OREGON
_
PROVIDE Z FLASHING AT
! ,I I. . __III- -
• max.- < ���,_; HORIZONTAL SIDING JOINT I ❑ ❑ � - -� - I � � ❑ ��� O
NEW CEILING _ W �' r J
° 5/8" TP. 'X' GWB °Ix WOOD TRIM 5/8" TP. 'X' GWB -�
F— -- L
SET PLATE HEIGHT - OVER GYP. NEW EXTERIOR WALL=
SUCH THAT NEW SHEATHING (NOT RATED)
ROOF •SURFACE (/ ° TI-11 SHEATHING/SIDING W/
ALIGNS WITH 3d at 6'oc TO MATCH
EXIST'G. (PILATES _ EXIST'G. ON 'HOUSEWRAP' c�
WILL U1Z AL16N) - TI-11 SOFFIT ON GYP. -- - ON 2x6 AT 16"oc, PROVIDE
SHEATHING THERMAL INSUL. PER CODE East Elevation
- EXTEND GYP. SHEATHING AND 5/8" TP. 'X' GWB ON SCALE: 3/16" = I'-O" _
0-0
SET NEW FLOOR OVER SOFFIT AND FACIA INTERIOR WALL SURFACE 0
SLAB TO A1LICsN
WITH EXIST"a - NEW EXTERIOR WALL
•a+
4" CONC. 9L 5 W/ 11-HR. PER lUPTO ATCH - 2x6 P.T. PLATE W/ 1;2" dia. x
6x6 WWF R�INP or - TI-11 51 D NG U I 10" A.B'e. AT 48"oc - - ----- - _
EXIST(a. ON HOUSEWRAP' ADDITION EXIST G.
F16ERME54 ON 6 5/8" TYPE 'X' GYP.
mil. V.B ON rFiLL AS SHEATHING ON 1/2" CDX
39C4REQ'D. PLY. W/ 8d at 6"oc ON 2x6 L
- � �
7777:77 AT 16"oc, PROVIDE
THERMAL ISUL. PER CODE °
N
AND 5/8" TP. 'X' GWB ON X X
� ; L� EXIST'G. WINDOW REMOVED
II iNTF?2108 WALL St"RFACE r. II WALL 5 WALL 13 AND WALL INFILLED PER S '�
II < II A 3 SECT. A-3 PLANSEC1.
-- 2x6 P.T. PLATE W/ 1/2" dia. x
lU A,B s. AT 48"oc - -- - HOLD DOWNS WHERE
INDICATED ON FOUNDATION W7 0
--._---- - - (2) #5 BARS, CONTINUOUS AND FRAM;NG PLANS — -- -- - �'
-- 2" RIGID INSUL. (REQ'D. ONLY I I I F.- ❑ 11
AT GOND EXTERIOR SLAB EDGE --- ---- SET SUCH THAT NEW
-- * --- -
- EXTERIOR WALL SURFACE
ALIGNS WITH EXIST'G.
SET .kICH THAT NEW
EXTEPIOR WALL SURFACE NOTE: I �-
,
ALIGNS WITH EX15T'G. SEE SECT. 5/A-3 (to left this
sheet) FOR TYPICAL NOTES
AND DIMENSIONS
terror Wall Section North Elevation a
5 New NSRExterior Way: Section New EAST Ex _
ALEI I/2" -- IPS?" 5GALE= I I/2" - I'-O" SCALE 3/16" = I'-O"
o
----- EXISTING ROOFING, ADDITION EXISTING B_LD'G. NOTE=
- -- --- --
° PROVIDE SOLID � J_ �D
SHEATHING AND ROOF NO CHANGES _
FRAMING --- PROVIDE 30 Ill. KNEE AND WALL-5
BLOG.BALL
TOE SPACE CLEARANCES ALL..�KING IN
BEHIND AI L V _
t PROVIDE NEW EAVE /, PER A.D.A -- - -- GRAB BA25 TOP OF C
FLASHING AND GUTTER, - - - -- .-_
A.D.A COMPLIANT
PROVIDE DOWNSPOUT(S) AS _---- - PROVIDE 2x4 BLOCKING °
I -- I `�" 24 x36 _MIRROR IN GRAB BARCo
REQ D. AND TIE INTO - BETWEEN NEW TRUS:3ES
EXIST'G. TIGNtLINE SY:.•;EM I STAINLCSS STEEL FRAME, - A.D.A COMPLIANT A.D.A
I LOCATED TO MEET A.D.A TOILET GRAB BAR COMPLIANT
_ EXTENDED AS REQ'D. _ - PROVIDE 2x CONTINUOUS3,_O„ BAR 0 CD STANDARDS TOILET GRAB Q cc
/ Z7
BLOCKING BETWEEN EXIST'G. ! .�
ca
AND NEW WALLS °
------ ------
I P-LAM. FACED COUNTERTOP, '"� _M
BACK AND SIDE SPLASH
8„ 3'-O.. 3r, TOP OF GRAB BAR
TOP OF LAVATORY
I _--
- r
• r/ 0
< - - Ix u,00D TRIM ,
_.
J
j -
OVER GYP. I i_i F---+ ------ - INSULATE EXPOSED 6" f -- - - — SET TOILET
EXIST'G. CE�Q_II1WG- '^ SHEATHING _— _
I PIPES IN KNEE �` '� HANDLE AWAY �*1'
! cc SPACE PER A.D.A - Q FROM CORNER
� V
OCCUPANCY SEP. WALL 1 --- m SURFACE MTD. T.P.
TI-II SOFFIT ON GYP. --
- ----
'-'-� l!-HR. PER WP-3605 (Halls) or I'-5"
SHEATHING � � HOLDER, LOG
WP-3514 (screws))
- -* PER A.D.A - - -
EXTEND GYP. SHEATHING 1 ° 5/8" TP. 'X' GWB ON EACH ELEV. 14a ELEV. 14b -_ ELEV. 14c
OVER SOFFIT AND FACIA _ ___ -__ _ SIDE OF 2x4 AT 16"oc W/'' L -
--- FRAMING
-- - -- - - 101Toilet 3Roo o„ Elevations ,� G ,� ��
EXIST'G. EXTERIOR WALL:
(RENOVATE TO I-HR.
PER WP 8105)
GA FILE NO. WP 3605 GENERIC 1 HOUR 30 to 34 STC ��' 7 291, /low
- ° TI-11 SIDING TO MATCH
EX15T'G. ON 'HOUSEWR.AP' FIRE SOUND /
GYPSUM WALLBOARD WOOD STUDS r /��f�o G•� ��f� us
ON 5/fes” TYPE 'X' GYP. E,x6 U'alF REINI=. or -- One layer 5/e" type X Iain or redecorated sum wallboard, water-resistant sum
SHEATHING ON EXIST'G, 2x4 P.T. PLATE W/ 1/2 dia. x y d. p P 9YP gypsum
'rIBEr�MESH ON 6 backing board,or gypsum veneer base applied parallel or at right angles to ca;h sid,��f �r
FRAMINi� AND SHEATHING 10" A.B'5. A f 48"oc 2 x 4 wood studs 16"o.c.with 6d coated nails, 17/."long,0.0915"shank,1/4'heads, 7'
trill. /.B ON FILL AS
EXIST G. � a.c.,Joints of square edge, bevel edge or predeccrated wallboard may bo left exposeu.
SLAB 5/8" TYPE 'X' G.W.B ON RE_�'D. Joints stagyered 16"on opposite sides. (LOAD-BEARING)
EXIST'G. G.W.B (LIKELY NOT 'IV
-- - 5/8„ TYPE X) — -
_ NOTE 4?/s'Thickness: 4� '
X X PENETRATIONS OF I-HOUR RATED WALL. ASgEMBLIE5 5HAI_L Approx.Weight: 7 psf
ESE PER U.L. 5Y5TEM #W-L-1001 SHOWN ON SHEET A-2 Fire Test: UL 81319-4, -6,6-17 52;
UL 82717.39, 1.20-66
---�-- 0! < 1/4” EXPANSION MATERIAL UL R3501-52,3.15.66,
• II < UL Design U305;
(2) #5 BARS, CONTINUOUS ULC Design W301
EX15T'G. FOOTING AND STEM _-- Sound'rest: OR 64-6, 2-4-64 _ --
WALL
1'-2" GA FILE NO. WP 3514 GENERIC 1 HOUR 35 to 39 STC GA FILE NO. WP 8105 GENERIC 1 HOUR
- — FIRE SOUND —
GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS FIRE
GYPSUM WALLBOARD,WOOD STUDS
. .
One layer a/e"type X gypsum wallboard or gypsum veneer base applied parallel or at right ^^-r- -- ---- EXTERIOR SIDE: One layer 48"wide 54'type X gypsum sheathing applied parallel to 2 x
ankles to each side of 2 x 4 wood studs 18"o.c with 1r/i'Type W drywall screws 12'
— 4 wood studs with 13/4"galvanized rooting nails,0.120"shank,?"ie"or r/4"heads,4'o.c.
-
_ D C. at vertical joints and 7" o.c. at intermediate studs and top and bottom plates. Joints of
Joints staggered 16"on opposite sides (LOAD-BEARING) gypsum sheathing may be left untreated. Exterior cladding to be attached through
sheathing to studs. SHEET #'
NOTE Y type gypsum gypsum backing
INTERION SIDE:One layer�/e"t e X sum wallboard,water-resistant g
PENETRATION5 OF I-HOUR RATED WALL A55EM13LIE5 SHALL Thickness: 4 '4• board,or gypsum veneer base applied parallel or at right angles to studs with 6d coated
DE PER U.L. 5Y5TEM 4W-L-1001 SHOWN ON 5HEET A-2 nails, P/a"Ion 0.0915"shank, 1/4'heads, 7"ac. (LOAD-BEARING) Thickness: Varies
Approx. Weight: 7 Nsf g' � Approx. Weight: 7 est
----- --- - - Fire Test. SWRI01-4511819,8-19.92
N07E
Fire Test: See WP 3510
Sound Test See WP 3520 PENETRATIONS OF I-HOUR RAI ED WALL A55EMBLIE5 SHALL
(G&H NG-246FT, 7-2-65) 3E PER U.L. 5Y5TEM #W-L-1001 I-1-IOWN ON SHEET A-2 (UL P135011-47,48,917 t33,
UL Design U3(19; Scholls Ferry Rd. 12930 t
UL 815,9-129, 7.22-70, BUP2002-OU193 !
NOTE UL Design U314) 3 of 5 l ti
, � � � 'fEF210R W.�,L_L5 AND PARI I-tic�N:� -
EXIST G. NORTH Exterior .Nall Section_ _ 14 New Interio�Pea ring 'Fall Section _ USE FITHER OF THE ASSEMBLIES ABOVE FOR -
r� — S�-ALE 1 1/2" = t' 1 hr. RA?FD INTERIOR WALLS (LOAD BEARING) and PARTITIONS I hr. RACED EXTERIOR WALL,
SCALE I I/2' _ �'�c�'
NOTICE. IF THE PRINT OR TYPE ON ANY TI I�I l r I I I I I ( I I I I I I I IIIIIII III I I ! I l l l l l l l ! IIIIII I l t l l l r IIIIIII ( I I I I I I I I I I I I I I I I I I I I IIIIIII III III I I I I I I I I I I I I I I I III III►( I I I I I IIIIIII I I I I I I IIIIII ( IIIIIII IIIIII ! 1 1 1 1 1 I
13 2 4I I I 6 I 7I I I I �jI 101 11 1 JaIlL
IMAGE IS NOT AS CLEAR AS THIS NOTICE,
IT IS DUE TO THE Ct lA!i fY OF THE
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- COORDINATE LOCATIONS OF STICK. FRAMm ROOF WITH 2x4 INDICATES Sim eon PAHD42
NOLDDOWN3 WITH JAMB AND A"- 16'bc OVER OPERABLE HOLDDOWNS 5ET INTO CONCRETE,
PANEL EDGE VERTICAL FRAMING PARTITION POCKET T01-AL OF (8) REQUIRED. 5EE AL50
MEMBERS, VERIFY FRAMING FRAt-11NG PLAN FOR L.00ATION5 ct�
LAYOUT SUCH THAT EACH PAIR OF _ O
HOLDDOWN5 C'CCUR5 AT THE
PANEL EDGE OF A 3'-cJ"' WIDE MIN,
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GABLE FND TRU55
KIRK K. f�
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ENGINEER TRUSSES t0 SUPPORT A BLp'G. OF
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FORMER EXTEI:'NOR WALL I I 110 0� U-)SURFACE WITH TI-I1 PLYWOOD i I l i i a-
8"
8" WIDE x 6" DcEP I I
THICKENED SLAB EDGE I I
- I -
-- a (2) 2x10 (2) 2xlo n I — - ---- -- - -- --- -- --- — - o- --- - - o _ - u i
-- _ _ I -- ---- -- -- ------ =
FL - - -- -- - - - - - - - - - - - - - -
NEW COL.UMN5 '5EE ROOF N
�.►�1 �� FRAMING PLAN) BEAR ON V
EX15T'G. FOUNDATION
----- - - - - -- - n -- - 1` CI - _ - - --- --- - - --- -- -
4�
PGOF "RU55 NOTEP-5= NOTE: `
-- ------ — BEAM5 AND COLUMN5 REPLACE EX15T'G.
qD
1) TRU55E5 ARE TO ALIGN WITH THE EX15T'G. ROOF SHAPE. 3) PROVIDE TRU35 5'40P DRAWINGS AND CALCULATION5 EXT. WALL WHICH 15 PARALLEL TO EX15T'rs. .0 I (�
VERIFY DIMENSIQJ-J-� IN THE FIELD AND CONFIRM WITH FOR REVIEW AND APPROVAL BY ARCHITECT AND FOR ROOF AND CLILING FRAMING TO THE WEST _FOUNDATION PLAN GENERAL NOTES V
CONtr2ACTOR DEFERRED SUBMITTAL TO BUILDING DEPARTMENT. (MAX. TRIBUTARY AREA 15 T '.VIDE) 1) 5EE FLOOR PLAN, SHEET A-2, FOR DIMEN31ON5
---`� -'�- - 01�3TAIN APPROVAL FROM ARCHITECT, CONTRACTOR �
7.2) TRUSS ENGINEERING 5HALL ACCOUNT FOR 5UPPORT� OF AND BLD'G. DEPARTMENT PRIOR TO FABRICATION OF 2) 5EE REFERENCED ;BALL. 5ECTION5 FOR FOOTING _6" OL .g--
o OPERABLE PARTITION A5 LOCATED ON PLAN5 TR'Ue5E5. DETAILS EXCEPT A5 OTHERWI5E NOTED C 7.qs 0 >.
.O
c ROOF MOUNTED H.V.A.0 UNIT, VERIFY LOCATION AND 4) TRU55 INSTALLATION SHALL COMPLY WITH ALL
WEIGHT WITH GENERAL CONTRACTOR 1115TALLATION IN5TRUC1!ON5 AND REQUIREMENT15 OF
*I1E TRU55 '3URPLIER. NORTH NORTH .4m
cucm0
Roof Framing PlanFoundation Plan a
SCALE I!,"" = 1'-0" 5CALE: 1/4" - ',' ,0" E C67—
O
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BLOCK PANEL EDCjE BETH"FN NEW c*
AND EX15T'G. ROOF 5HEATHINC-t -- R=
VW
- SF t TOP PLATE SUCH THAT NEW /
ROOF 5URFACE ALIGN5 WITH
EX15T'G., 5EE 5ECTION
THERMAL INSULa'i ION REQ'a:
a I) NEUI EXTERIOR WALLS
I I I I
R-13 MIN. FIBERGL.A55 BATTa WITH )-PERM. VAPOR
RETARDEF SET IN51DF_ OF INSULATION i - 5 WALL W.e.LL 14 1
2) NEW ROOF/CEILING A55EMBLY: SECT. SECT.
R-19 MIN. FIBERGLA55 BATT5 SET Al CEILING WITH
I-PERM. VAPOR RETARDER 5ET IN5IDE OF INSULATION I I I I
(NOTE: ANY RECESSED LIGHT FIXTURES IN CONTACT I - 5ET NEW 5LAB TO ALIGN OPERABLE PARTITION I I
WITH INSULATION REQ'D. TO BE "I.C" RATED,) I WITH EX15rING TO IIJEST
3) NEW WINDOWS
MAX. U-FACTOR = .54, MAX. 5HADING COEFFICIENT = .51
4) ELD'G, ENVELOPE PENETRATIONS I ----- - ---- - -- ------ -- ----- _
ALL NEW PENETRATIONS ARE tREQ'D. TO BE SEALED. Li
ALL NEW WINDOWS AND DOOR5 ARE REQ'D. TO BE 1
CAULKED, GA5KETED OR WEATHERSTRIPPED. - — SHEET #_
Building Section
A =4
(DA !5CALF-- I/4 1'-0" —�— -- Scholls Ferry Rd. 12930
8UP200?-00193
d of 5
NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I IIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l f I ' I l I I l l l I I I A I IIIIIII IIIIIII I I{ I'I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I IIIIIII ' IIIIIII III III 1 1 1 1 1 1 1 I I I I I ! ' i 1 1 1 1 I
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SCALE, 1/4" . 1'-0" --
ELECTRICAL PLAN GENERAL NOTE5t ELECTRICAL PLAN L[CsEND rr
1) THIS SHEET 19 A LOCATION DL9Gggtl. DE51esN OF THE 3) EXISTING ELECTRICAL FIXTURES AND EQUIPMENT ARE cc DUPLEX ELECTRICAL OUTLET, G.F.I TYPE CEILING MOUNTED, RECESSED, 20" x 4'
ELECTRICAL 9T9TEM5 SHALL BE BY THE ELECTRICAL NOT SHOWN. ALL EXISTING ELECTRICAL SYSTEM GFI WHERE INDICATED FLUORESCENT LIGHT FIXTURE
CONTRACTOR (QEa"=1GCUM=)• COMPONENTS ARE TO BE RELOCATED IF/A5 NECE55ARr
TO ACCOMMODATE THE WORK INDICATED THROUGHOUT
THE ELECTRICAL SYSTEM SHALL A TOR RESP FROM n WALL MOUNTE•'D LIGHT AND/OR FIXTURE CEILING MOUNTED, RECESSED,
SH LTG. IHE ELECTRICAL CONTRACTOR RESPONSIBLE E THELE DRAWING. ANY SUCH FUNCTION
COMPONENTS
SHALL VERIFY THE ACGFPTABILITT OF THE EXISt'G. SHALL BE RECONNECTED TO FUNCTION AS ORIGINALLY SWITCH, 3-IUAT OR 4-WAY WHERE INDICATED � INCANDESCENT DOWNL.IGHT \ SHEETSYSTEk
ADDITION.
AND E COPEABlI-IY TO EXTEND ?OR THIS COOINTENDEDIN d U
ADDI*ION. tNE SCOPE OF WORK INCLUDES ANY/ALL 4) COORDINATE WITH GENERAL CONTRACTOR AND WALL MOUNTED INCANDESCENT DOWNLIGHY E F CEILING MOUNTED BATHROOM EXHAUST
WORK REQ'D. TO THE EX15T'G. ELECTRICAL SYSTEM SUCH PROVIDE FOR ELECTRICAL REQUIREMENTS OF THE O FAN, 50 C.F.M MIN. (U.B.0 1203.2.5)
THAT ALL COMPLETED WORK, BOTH EXIST'G. AND NEW, FOLLOWING BIDDER DESIGNED SYSTEMS,FUNCTIONS A9 INTENDED AND COMPLIES WITH CODE. NOTE: USE L
RECESSED FIXTURES IN
o H.V.A.G SYSTEM FOR NEW ADDITION KHT FIXTURES 9FECIFED IN CONTACT W/ INSULATION SdWle Fem Rd. 1293B
THE ATTACED OREGON ENERGY / BUP2CO299193
�) ELECTRICAL PERMIT SHALL HE OBTAINED BY
o FIRE ALARM SYSTEM (FOR BOTH NEW AND EX19T'6. CODE COMPLIANCE °ORM9 REQ'D. TO BE "IG" RATED sol s
ELECTRICAL CONTRACTOR PRIOR TO STARTING WORK. ARCA5T
NOTICE: IF THE PRINT OR TYPF ON ANY I�fl��l I I�I I�I III I III 1�1 I�I I7T�(77f�T t] IT �I I 1 lii 1�T 1�1 I 1 I�I t11 f(I f 1 TSI r�IjI;I T 1 TAT �r f I T�I lIi ISI 11lf�l rp 1l1 1 I I�I I�I 1 111 I
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ORIGINAL
I"r IS DUE TO THE QUALITY OF THE. O 71 x".M a 04 y '(
ORIGINAL DOCUMENT 6 6 L6 tl 6 8 d I 0��[ tlt 6ttlt 6t t I t Bt t T L / A
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