Plans (68) yc`°f/ii-o-)I2
CoP t(--1 /,v 1,2est EQ
RECEIVED � D kb
V3827 ia
MAY 2 7 2014 1• `:40 i''
(E) ROOF SHEATHING IADD FULL DEPTH 2X CITY OF TIGARD Di•.i�_ , • -a . d
(E)2X ROOF JOISTS WOOD BLOCKING EA BABUILD . 1 Date: '11-.15.22
. \ • (3)8d TOENAILS EA END. 14:46:14-07'00'
.Y
(2)#10 SCREWS TO EA II, 0
EXISTING WOOD JOIST
{
1 METAL STUDS 600S250-43
18 GA DEEP LEG 2""SLIP" @ 16"O.C. j
TOP TRACK W/(1)#10 SDS WAFER (-'-
HEAD EA SIDE OF TRACK.
GYPSUM BOARD II A
CLIP ANGLE:
1iX1i"MIN X0'-4"X20 GA.
W/(3)#8 SCREWS EA. LEG
`., 6"X 16GA MIN TRACK AS
METAL STUDS 600S250-43 -- BLOCKING AT MIDPOINT OF 1/2 j 20 GA X 1-1/2"CONTINUOUS
@ 16"O.C. SPAN. PROVIDE BLOCKING AT I STRAP. PROVIDE ONE#10
EA END OF WALL AND AT 8'-0" I SCREW AT EACH STUD
GYPSUM BOARD O.C. FLANGE AND FOUR AT EACH
BLOCKING PIECE.
61 I
0 TYP. TOP TRACK - DEFLECTION B WALL BLOCKING
1 1/2"= 1'-0" LGMF-DTLS.DWG 1 1/2"= 1-0" LGMF-DTLS.DWG
DRAWING: DATE:
INEI . I 1 . 1 Light Gauge Framing Details
5/22/14
architecture -
LLP
2525 Fast Burnside St PROJECT: SHEET:
Portland,2phone Paradigm Construction 1
503.228.381Sl 9
7 phone
503.226.3715 fax Washington Square Remodel
seaBp.e«"
_ �, D kyr
SPLIC _ I • ��! I
TYP BOTTOM TRACK
-•RTtA . i r•
•
OF 6(
Digitally signed by Sid Scott
' Date: 2014.05.22 14:46:41-07'00'
TYP. STUD NESTED BETWEEN LP
VERTICAL STUDS
i ( TYP STUD
PER PLAN
APPLIES AT TOP&
BOTTOM TRACKS
#8 EACH FLANGE ___\___ )
GYPSUM BOARD
+
#8 SCREWS @3"O/C q a +
T T
EA. SIDE '� u + a v
CI 'JC
a
TRACK ANCHOR BY —_ "a V ° 2 ANCHOR PINS: 2"a a V1ITYP. (2) HILTI DN 32 P8 POWDER �ATYP"OTHER DETAIL
DRIVEN FASTENERS W/1-8.1"
EMBED. (.145"0)
@ 32"0/C
C( \ TYP. TRACKSPLICE D TYP. BOTTOM TRACK
1 1/2"= 1'-0" LGMF-DTLS.DWG 1 1/2"= 1-0" LGMF-DTLS.DWG
DRAWING: DATE:
Mill • 1 A , • Light Gauge Framing Details
5/22/14
arc I t e c u r e -
LLP
2525 Fast Burnside s1 PROJECT: SHEET:
Portland,017 97214
503.226 3617 phone Paradigm Construction 2
503.226.3715 fax Washington Square Remodel
sow.....
I W NM yaii 1 j'AM ApS8 PROF �NOTES: / FM 1 //1. DO NOT LOCATE OPENING BELOW -EXISTING GLULAM ROOF BEAM. ' 1 , - �/�� -mom r /
2 4 DO
NOT LOCATE EET OFEXISTING OPENING
WITHIN ;OPENING 9� ,, // //A / , , „ �' , „ , !Mr z 6 Z
WALLWO // I Mai M%1%'✓ // // // A49, // // //1'MO 0 a, yT °
' 7 --s, /1 - „ 2°°fir,"
� j ii� / / u' gNJ. HO
�'� A!� L1L1 r.,r o-n'v-.r ,-I
•#4X3'-0"REBAR WI ^ \ J r'^
SIMPSON AT-XP ADHESIVE V I r P
i EXISTING MASONRY
INTO UNDERSIDE OF(E)BOND BM % \ (E)#5 VERT 32"OC WALL TO BE
INSTALL PER MFR :i
r r \ / i / r�4' RNEW OORR
GROUT VERTICAL CELL \ / #4 VERT BAR
SIDE _ _.i.� ---_1 I_._.._ (E)g"CMU WALL ter---- --- - ,
AT UNDERSIDE
R ID)DOOR %= � I-, {
TO UNDERSIDE OF(E) �' \ / % fF
BOND BEAM ABOVE DOOR ori
TYP J , \ /
y --
AM \ / f CUT OPENING IN(E) REMOVE FACE OF CELL AND GROUT
,,
CMU WALL PER ARCH AT HORIZONTAL BOND BEAMS SO
% U ���JJJ
°0\ r--- --`---r@@�® \ / _ ---_-- , TO REMAINWLL THATAT MINIMUMUM
UM OF
SHALL ERTICAL
// Y,�,$$// % \ l ,/,'.
,//. zt ,�? $�/S/�1 sw, SOLID GROUTED WWITH 2000 PSI
E
w Z
t ed ! j / \ l _� / %/�I%Il%i GROUT
0 PM
/
�✓� SECTION
�� �� /%\ W /li (E)#4HORI2�48 OC��
/ / \ iii 314"=1.-0"
MASONRY WEB AND OF CENTER BOND BEAM HOULD HORIZONTAL THA OAT / \ / , , (E)GROUTED CELL SHOWN
#4 DOWEL MAY BE PLACED AS SHOWN. �ify��//, ,, AT SIDE OF(N)OPENING
VERTICAL CELL SHOULD BEGROUTED WITH 2000 PSI GROUT %�f/40 % / \ WHERE DOOR IS NOT LOCATED
NEXT TO GROUTED CELL,ADD
T
._. .__111 / \ __._.--- #4 REBAR AND GROUT CELL AS
/ 0 V , F SHOWN ON OPPOSITE SIDE OF OPENING
// \ T
#4 REBAR W/SIMPSON L-_
INSTALL PER MFR �LL A I // , /j I / (E)8"CONC CURB
AT-XP ADHESIVE •• / �' I //
O w \ L \ r (E)CONCRETE FOOTING
I3'-0"VERIFY
VW ARCH
0.,INEW DOOR OPENING IN (E) MASONRY WALL
3/4"=1'-0"
DETAILS SHEET NUMBER
;(7.>MngN 1022 SW SALMON STREET, SUITE 300
WASHINGTON SQUARE REMODEL
EV' El zi\ HDEAN
PORTLAND, ORS di
EGON 97205 PREPARED FOR: sonlEavwa
DRAWN BY: N.HOESLY SCALE: ae noted
CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 TEL:503-274-1843 FAX: 503-273-5696 CHECKED: NHOESLY DATE: ,.
JOBS 7292.07