Report (12) RFI 01
Project: Pierce Residence / /D 7� ) ivL
From: Joe Rotta
Pro.com /711—0291?-COI 8.3
To: MFA I Architecture and Planning
107 SE Washington St.-Suite 227
Portland, OR 97214
RFI: 01
Date: 07/19/19
Subject: Revised sill detail
REQUEST:
The new stem wall was poured to align with the existing stem wall.
Please provide a revised sill detail.
RESPONSE:
The following response has been reviewed by Greg Munsell, Structural Engineer,WDY Inc:
See attached revised detail 1/A4.1.
Seth Moran
Architect
07/22/19
.c*D *�
,N, 4936 �
MICHAEL P.FLOWERS C-2
7/11---"--------- -3
PORTLAND,OR ,
1/) O�.#
OF
NOTES FOR"SILL BOX"
1. RIP VERTICALS AS REQ'D TO ALIGN WITH (E) FLOOR.
2. ATTACH VERTICALS TO SILL PLATE WITH SDWS22300
SCREWS AT 16"O.C. PRIOR TO SETTING SILL(U-SHAPED SET).
3. ATTACH CAP PLATE WITH SDWS22300 SCREWS OR 16D NAILS
AT 16"O.C.
I, + r1 SOLE PLATE TO SILL BOX; 16d @ 6"OC
OUT-TO-IN i
CLADDING; I� / 2x"SILL BOX"-SEE NOTES
PVC OR METAL STARTER STRIP t
W/INSECT SCREEN; li
! 5/8"ANCHOR BOLT
WEATHER BARRIER; ___ W/3x3x1/4 PLATE WASHER @ 48"OC
SELF-ADHERED PRE-STRIP; q �_ . 3/4"DECKING
SHEATHING
PT 2x8 DF-L SILL PLATE(2x6 AT SIM)
1 1, W/SILL SEAL
N � 'I_ LB212AZ HANGER TO FULL WIDTH PT PLATE;
a �> p•� " �e1 W/SELF-ADHERED VAPOR BARRIER
-a I- II ` -1i
-,er Imo <'' #4 VERTICAL @ 48"OC MAX;
I ° - ALTERNATE HOOK DIRECTION AT FOOTING
DAMP : "i
CO PROOFING 1J• 4 e
GRADE - - " #4@18"OC
_ _ = I ° - .'9 • #4 TOP&BOTTOM OF STEMWALL
1=III-III=III—II ` -,
io —
-IIIIIH — — ,.
I1111 •" _ --
II 11=1 I 1—I 11=1 I I ..
z -III—III—III—III ` ;'N'' =1 I I=1 I I=I (2)#4 W/3"COVER
z 1=III=III=1 I I -11 I - .a_;- -I„1=11
6E I I—I I I—III a - , .2---:-7.-- 11— •
FOOTING DRAIN 4” 8" 4"
16"
OFOUNDATION - RFI #1
1"= 1'-0"
MFA PIERCE RESIDENCE ADDITION REF: 1 I A4.1 PROJECT 19009
107 SE WASHINGTON 11075 SW ERROL ST DATE 07/22119
SUITE 227
PORTLAND,OR 97214 ASK-RFI#1