Plans ,4-57-2o2,- c2 0
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JUL 2 7'2020
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SSK MICROLLAM LVL 2.0E
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INTERIOR LOAD BEARING
WALL(NOT SHOWN)
PROJECT NOTES.
CONCRETE SHALL BE Fc= 2,500 PSI M IN.
-STUDS SHALL BE DF-L NO.2
-POSTS SHALL BE DF-L NO.1 OR BTR \ :;k S_-_I_,w
-BEAMS SHALL BE MICROLLAM LVL 2.0E4
REINF. SHALL BE GR. 60 %E% lif** 4
PROJECT NAME: 4, „p r
Huffman Residence Remodel �,/.z2' it
_ PROJECT NO: SKETCH NO:mown ✓`ti
I r1 E E R S 20031-0122 SSK-02 ty �GnuE S 9g' x�
400 SW 6TH AVENUE•SUITE 605 DATE. CONSTRUCTION FIELD SKETCH: —TO F 4V lOJr1
PORTLAND,OREGON 97204 2020.07.23 2nd Roor Partial
PHONE:(503)242-2448• FAX'(503)242-2449 B1': Framing Plan EXPIRES:6-30-22
WEBSITE: www.dci-engineers.com JJF
CIVIL / STRUCTURAL
SK STAMP.dwg 1—Apr-10 10:40 AM adring
•
(E)3X T&G
FLOOR DECKING
(E) 1'-6"WIDE PERIM
WALL FTG,TYP- - - : _ __ .
(E)2X EXT. WALL ,
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r (E)4x8 FLR BM,TYI5
Imii lib (� 1' 6"DIA. FTG, TYP (E)4x4 POST, TYP __. . .
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ft,eTr
i\-1‘ (E)INT.WALL FTG'
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< 16-6" 2'-0"SOx1'-0"DP FTG W/(4)
#4 BOTT EA. WAY, MIN.
N\• \
INTERIOR LOAD BEARING
WALL(NOT SHOWN)
PROJECT'NOTES.
-CONCRETE SHALL BE F c= 2,500 PSI MIN.
-STUDS SHALL BE DF-L NO.2
-POSIS SHALL BE DFL NO.1 OR BTR
-BEAMS SHALL BE MICROLLAM LVL 2.0E \ .iG ..—n l::F-,
-REINF. SHALL BE GR. 60 S F���E� P' iii 40
PROJECT NAME: Q,V
Mai= 1:::) C I Huffman Residence Remodel v`4' 12ZI .P
PROJECT NO: SKETCH NO: U
20031-0122 SSK-01 ✓o_i��cc
E fl G I fl E E R S DATE: CONSTRUCTION FIELD SKETCH: �L ✓G1Y 19 39a.' 4.ei
400 SW 6TH AVENUE•SUITE 605 2020.07.23 Foundation Partial 10F W, YOV�
PORTLAND,OREGON 97204
PHONE'(503)242-2448• FAX.(503)242-2449 B'• Framing Plan EXPIRES:6-30-22
WEBSITE: www.da-engineers.com JJF
CIVIL / STRUCTURAL
SK STAMP.dwg 1-Apr-10 10:40 AM adring
• (E)FLR SHTHG (E)JOIST PER PLAN W/ LUS
BUILT-UP LVL HDR PER PLAN HGR TO LVL BM, TYP
STICH BMS TOGETHER W1(2)
>^ FLATLK SCREWS @16"OC+1 TYP
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0
(E)RIM
�/ JOIST
• .
(E)DBL
(E)WALL _/ TOP PLATE
. SHTHG `
(E)
0 RIM JOIST DBL STUD
(2) 10d TOENAIL, TYP PER PLAN
(E)DBL TOP PLATE ,
DBL STUD PER PLAN
(E)3XT&G
(E)SILL PL I 1 I K/ f
(E)CONC
STE
M r_
(E)CONC
--__
FOOTING (E)4x8 FLR " I 12'k8", 1/2"PLYWOOD
PER PLAN i y' B I BOTH SIDES WITH (6)
_— 0.131X2"NIALS
POST PER PLAN 1
30# FELT PAPER
' EQUAL
< >< EQUAL
t __ 3'CLR . _ 2 tPOST
4rtn [WALL --
FTG I
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GRADE, WHEREOCCURS (-----,f-..‘44
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(E)ROUND FTG AT SIM FTG& REINF.
PER PLAN 1 paOttri.,=mos D c 1 PROJECT NAME tx �' dAHuffman Residence Remodel I
— PROJECT NO: SKETCH NO:
20031-0122 SSK-03 MTtE(
400 SW 6 H AVENUE.SUITE5EnGInEERS �� ION Fl1D SKETCH: ' ,.zr r5,Aqa4,4/
PORTLAND,OREGON 97204 2020.07.23 Dining Room W (0
PHONE.(503)242-2448• FAX:(503)242-2449 B': Header Beam EXPIRES:6-30-22
WEBSITE VIVAY de-engineers coinJJF Elevation
CIVIL / STRUCTURAL
SK STAMP.dwg 1-Apr-10 10:40 AM adring
(E) FLR SHTHG (E)JOIST PER PLAN W/LUS
BUILT-UP LVL HDR PER PLAN HGR TO LVL BM, TYP
________ fil
STICH BMS TOGETHER W/(2)
FLATLK SCREWS @16"OC1TYP
Il
0 ' 0
(E)RIM
0 O �' JOIST
(E)DBL
(E)WALL SHTHG _/, 111111.- -Nay = TOP PLATE
(E)RIM JOIST ` DBL STUD
(2)10d TOENAIL, TYP PER PLAN
N. (E)DBL TOP PLATE
DBL STUD PER PLAN'
• E 3XT&G
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(E)SILL PL , [ 6F� s' f
(E)CONC
STEM WALL
l
• •
I
(E)CONC (E)4x8 FLR ~I • �I 12'k8", 1/2"PLY OOD
FOOTING _.
PER PLAN BM �- BOTH SIDES WITH (6)
0,131X2"NIALS
I POST PER PLAN
<-=EQUALS EQUAL
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r IWALL
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GRADE, WHERE OCCURS --GA.!-rT` ,
(E)ROUND FIG PER PLAN EQ�,\ rRfi tl
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PROJECT NAME �+ 4
G 1 JY 'fa
Huffman Residence Remodel •`� w nazi
=min D C I PROJECT NO: SKETCH NO:
20031-0122 SSK-04 L mut;
40 t 1 I rl E E R S ry CONSTRUCTION FIELD SKETCH: ✓&rr i
5 1ga4
400 SW 6TH AVENUE•SUITE 605 2020.07.23 Kitchen Beam 14F wY0Va`
PORTLAND,OREGON 97204
PHONE:(503)242-2448• FAX (503)242-2449 BY: Elevation EXPIRES: 6-30-22
WEBSITE: www do-engineers,corn JJF
CIVIL / STRUCTURAL
SK STAMP.dwg 1—Apr-10 10:40 AM Wring
(E) FLR SHTHG (E)JOIST PER PLAN W/LUS
• -________________/
BUILT-UP LVL HDR PER PLAN HGR TO LVL BM, TYP
STICH BMS TOGETHER W/(2)
�� FLATLK SCREWS @ 16°0c/TYP
(E) RIM
O O JOIST
(E) DBL
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(E) WALL �► TOP PLATE
SHTHG
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(2) 10d TOENAIL, TYP E-- PER PLAN
(E) DBL TOP PLATE
DBL STUD PER PLAN ,
(E) 3X T&G
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(E) SILL PL I 1
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(E) CONC
STEMWALL vo dA, r
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(E) CONC ., ad 40FOOTING • 12"x8'; 1/2"PLYWOOD
PER PLAN c4 Q° 44 : (E) 4x8 BMFLR I BOTH SIDES WITH (6)
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�—_ POST PER PLAN
4 0 4� a°- 4 4°, � 7
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' GRADE, WHERE OCCURS ,�k ,_.1(,-•
(E) ROUND FTG PER PLAN s0c, pA°eter
PROJECT NAME: • *0
= Huffman RD : 1 :
sidce Remoel zii
- PROJECT NO: ETCH NO:
SSK-04 MEC
E fl G I Fl E t✓ R S DATE: CONSTRUCTION FIELD SKETCH: �4�&( 15,�q9 Nt.
400 SW 6TH AVENUE•SUITE 605 2020.07.23 Kitchen Beam O'W. yOv
PORTLAND, OREGON 97204
PHONE:(503)242-2448• FAX:(503)242-2449 BY° Elevation EXPIRES: 6-30-22
WEBSITE: www.dd-engineers.com J J F
CIVIL / STRUCTURAL
SK STAMP.dwg 1—Apr-10 10:40 AM adring
(E) FLR SHTHG (E)JOIST PER PLAN W/LUS
•
--------"'--------_/ BUILT-UP LVL HDR PER PLAN HGR TO LVL BM, TYP
STICH BMS TOGETHER W/(2)
FLATLK SCREWS @ 16"OC1TYP
• //— -
O O
(E) RIM
JOIST
O : •
O ;
i (E) DBL •
(E)WALL _, .111111.- TOP PLATE
SHTHG ' ��
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(2) 1 Od TOENAIL,TYP PER PLAN
(E) DBL TOP PLATE
DBL STUD PER PLAN
II
(E) 3X T&G
r 1
(E) CONC _ l
STEMWALL an >.,. 4 ad a• ad ",. J
?°o a°� zd a°� ad a°o ad a°- L � ;
4°>' as ' �. .
(E) CONC q
FOOTING 9a d ad c°n "aa a as q°o (E) 4x8 FLR / - 12"x8", 1/2" PLYWOOD
PER PLAN °e` 92 G°o. q°,,
BM BOTH SIDES WITH (6)
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POST PER PLAN 0.131X2" NIALS
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GRADE, WHERE OCCURS .1-i•1_,r,C -.
FTG & REINF.
(E) ROUND FTG AT SIM PER PLAN c_tEa PA WE
— PROJECT NAME: a.S G 1 N�. O0
Huffman Residence Remodel ,a21
PROJECT NO: SKETCH NO:
moimi 20031-0122 SSK-03 ORE
! n E E R SUCTION IELD Qg'
400 SW 6TH AVENUE•SUITE 605 2020.07.23 Dining Room�cH I q W s YONT
PORTLAND, OREGON 97204
PHONE:(503)242-2448• FAX:(503)242-2449 BY: Header Beam EXPIRES: 6-30-22
WEBSITE: www.dci-engineers.com JJF Elevation
CIVIL / STRUCTURAL
SK STAMP.dwg 1—Apr-10 10:40 AM adring