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GENERAL NOTES
jamee G. Hereon, Inc
THESE NOTES SHALL STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION, AND
THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY
STATED. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING CONDITIONS Consulting Structural Engineers
AND NOTIFY ENGINEER OF DISCREPANCIES BEFORE COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOBSITE, AND 610 SII Alder Street, Suite 918
FOR ANT TEMPORARY SUPPORT OF THE ROOF IN AREA OF WORK AS NECESSARY. Portland,Oregon 97205
ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL Tel: (503) 226-1286
BUILDING CODE, OR LOCAL BUILDING CODE,USING WHICHEVER STANDARD IS Fes (503) 226-3130
HIGHEST.
Weir mrr.jgpiersoncom
DESIGN LOADS �j,
ROOF SNOW LOAD = 25 PSF �Rj) PR # ,'
ROOF DEAD LOAD= 15 PSF S't�Q�D QE'' r'
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OCCUPANCY CATEGORY II 3 P
BASIC WIND SPEED= 100 MPH 3-SECOND GUST, EXPOSURE B, PER t" �' � r'
2019 OREGON STRUCTURAL SPECIALTY CODE DESIGN PROVISIONS.
SEISMIC DESIGN CATEGORY P. SITE CLASS D
o OREGCSN
JOLUMBER GRADES SHALL BE AS FOLLOWS,EXCEPT AS NOItW ON DRAWINGS' l
IST,RAFTERS 4 4 INCH NOMINAL BEAMS 02 GRADE DOUGLAS FIR F��R R.9�nT\�re��15122
POSTS 4 6 INCH NOMINAL BEAMS II GRADE DOUGLAS FIR
2x4 FRAMING 4 STUDS STUD GRADE DOUGLAS FIR EXPIRES' 6-30-23
2x6 LARGER STUDS 12 GRADE DOUGLAS FIR Z
BUCKS,BLOCKING AND BRIDGING 03 GRADE DOUGLAS FIR
PLATES 4 SILLS ON CONCRETE PR TR DOUGLAS FIR al �1
2x6 DECKING COMM.GRADE D.F.OR HEM-FIR
PROVIDE SOLID BLOCKING FOR JOIST AND RAFTERS AT ALL BEARING WALLS AND V4irtl
0-1
BEAMS. PROVIDE BRIDGING AND FIRE STOPPING AS REQUIRED BY CODE.
ROOF,WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I
OR CDX OR EQUIVALENT ORIENTATED STRAND BOARD WITH EX 6RIOR GLUE. SEE
DRAWINGS FOR PANEL INDEX, INSTALLATION,AND NAILING REQUIREMENTS.
NAILING INDICATED ON DRAWINGS TO BE WITH COMMON NAILS. SHEAR WALL
SHEATHING SHALL BE INSTALLED WITH JOINTS BLOCKED UNLESS OTHERWISE
NOTED. USE EXTERIOR TYPE PLYWOOD FOR EXPOSED LOCATIONS SUCH AS SOFFITS.
ADHESIVE FOR FIFI 0 GLUING PANELS TO FRAMING SHALL COMPLY WITH APA 1:4
AFG-OI AND APPROVED FOR PANEL USE [���..
NAIL ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE 2304.9.1 OF THE pa
IBC AND INCREASE WHERE INDICATED.FASTENERS AND HANGERS NOItW ON THE �CO
DRAWINGS ARE MODEL NUMBERS OF "SIMPSON STRONG-TIE COMPANY, INC."AND
MAY BE REPLACED WITH EQUIVALENT MODELS BY OTHER COMPANIES HAVING
EQUIVALENT PROPERTIES AND STRENGTHS. INSTALL ALL CONNECTORS IN DATE, 4/29/22
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN ALL -----------
AVAILABLE HOLES. SIMPSON OR EQUIVALENT STEEL FASTENERS ATTACHED TO DRAWN BY: wJS
ACQ-TREATED WOOD SHALL HAVE GALVANIZING CONFORMING TO ASTM GI85-
SIMPSON PRODUCTS WITH THIS GALVANIZING ARE NOTED AS"ZMAX". CIECICED BY: PRG
CUTTING OR NOTCHING OF BEAMS,JOISTS, RAFTti-as AND COLUMNS NOT ALLOWED
WITHOUT PRIOR APPROVAL JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT BIEETTITLE:
EXCFFr'NNG 15%OF DEPTH DRILLED AT CENTER OF MEMBER STUDS IN BEARING GENERAL NOTES
WALLS MAY BE NOTCHED NOT EXCH-r)ING 25%OF DEPTH AT TOP AND BOTTOM 1/5 OF
HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER DEPTH
DRII I Fr) AT CENTER AT ANY HEIGHT.
BFEET NUMBER-
S1.1
,ocrog
jamas Ci. Henan. Inc.
Consulting Structural Engineers
610 ST Alder Street Suite 916
Portland,Oregon 97206
TeL (503)226-1266
Fax (509) 226-3130
Teb: winr.jgpierson.com
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- 0.1) PROf
VERIFY
RO.W/ r.k t, ,r/
.2t t t o
VERIFY RO. VERIFY'RO. DOOR MANUF.=
3-5' `.‘c.4r 9-4" 5-4" 4` eet.33 P
, Y-8" V-118
VERIFY RO.W/
A I' DOOR MANUF. I WIG DF BEAM -41"- 6X10 IX BEAM t
,0 + OREGON 0
7-11 'CA47,;c4,1 9'cioN7.4115/5/22
'REMOVE EXISTING - /REMOVE EXISTING N <:;)
DOOR AND PORTION WINDOWS
EXPIRES: 6-30-23
OF EXISTING WALL INSTALL(N)I-EADER INSTALL (N)BEAM
ABOVE FOR(N)WINDOW AT(N) WINDOW AT(N)DOOR
z
..." 1-.1
F•61
NOTE CONTRACTOR VERIFY MIN.2-2X6 0 64 7't
STUDS SUPPORT EACH END OF
(N) BEAM AND(N)4-IEADER,TYP
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KITCHEN LI VI NG ROOM i
. K r-cI EN LlvNG ROOM .
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co
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4/29/22
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DRAM BY: WJS
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CHECKED BY: PRG
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SHEET TITLE
e - PARTIAL FLOOR
PLANS
81-EET NUMBER
Cl- PARTIAL FLOOR PLAN - EXIST/ DEMO 2 PARTIAL FLOOR PLAN - PROPOSED
S2.......10 3/16"= 11-0. S2.0 3/16"=P-0'
S2.0
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9..„......,444,44,..:.....<James a. Pierson, Inc.
Consulting Structural Engineers
810 ST Alder Street, Suite 918
Portland, Oregon 97205
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i Tel: (503) 226-1206 Far (503) 228-3130
Teb: inntjgpiersoncom
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(N) HEADER PER PLAN (N)BEAM PER PLAN N/t-
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OREGON
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(N) MIN. 2-2X6 STUDS UNDER (N)MIN. 2-2X6 STUDS UNDER c Ao ,_..
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(E) id,;111:1-1EN E E
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, EA. END OF BEAM, TYP
(IF:1 LIVING i EA. END OF BEAM R.
EXPIRES: 6-30-23
al=
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SILL HEIGHT ,a! ' Z
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-,- VERIFY
LW HOMEOWNER ce Z •ia'
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KA
(...)
(N) PARTIAL HEIGHT EXTERIOR
WALL UNDER (N) WINDOW
WHERE DOOR REMOVED.
MATCH EXISTING WALL
ASSEMBLY.
CF.) MAIN FLOOR LEVEL. = _0,; MAIN FLOOR LEVEL -: 8 004
.., ,
, tl
il f
,k (N) PROVIDE FULL HEIGHT
!BLOCK UNDER EA PO5T
ii i n GRADE , GRADE
DATE 4/29/22
:CE) CRAWLSPACE < CE) 6" CONCRETE FOUNDATION (E) CRAWL K SPACE !
(E) 6" CONCRETE FOUNDATION DRAWN BY WJ9
WALL ; [ WALL CHECKED WI PRO
....._,/,..I _E_444.4.1_
SHEET TELL
KITCHEN - PROPOSED LIVING ROOM - PROPOSED DETALEI
SI-EET NUMBER,
1 DETAILS
S51
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