Plans (145) •
NATHAN AUSTIN 16 April 2019 S T R U C T U R A L D E P T. ( ST
7319 N.JOHN AVE.#204
PORTLAND,OR 97203 JOHNS
Drew Shriener
Base Design+Architecture
233 NE 28th
Portland,OR Ave fil-CTfirse
Wood revision @ 12859 SW RIDGEFIELD LN.TIGARD,OR 97223
Dear Mr. Drew Shriener
See attached revision to the drawings.
I appreciate the opportunity to work with you. If you have any questions, please feel free to ask:
nathan@structuraldept.com or 541.224.8330
Sincerely,
ST RU CTURALDEPT.
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EXPIRES:12/31/2019
Nathan Austin, El Zac Blodget, PE
Page 11
[Page 2 of 5] I WOOD REVISIONS 104.16.2019
(E)FOUNDATION
C44C-SEE NOTE 6 (VIF) C44C-SEE NOTE 6 (VIS
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FOUNDATION PLAN
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[Page 3 of 5] I WOOD REVISIONS 104.16.2019
VIF BUILT UP COLUMN VIF BUILT UP COLUMN
FROM POINT LOAD ABOVE FROM POINT LOAD ABOVE
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EXPIRES:12/31/2019
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CONNECT COLUMN TO BEAM W/(2)
DTT1Z'S ONE AT COLUMN AND ONE AT
BEAM W/ALL THREAD CONNECTING BOTH
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2ND FLOOR FRAMING PLAN r-:.=:= L4===4
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[Page 4 of 5] I WOOD REVISIONS 104.16.2019
cel` :s 22 •
A.
VA�':6.OREGON rp 4,--
EXPIRES:12/31/2019
FOUNDATION AND STEM WALL SCHEDULE-SEE TYPICAL FOUNDATION DETAILS
FROST DEPTH:18"MIN.BELOW FINISHED GRADE(SEE ARCH FOR FINISHED GRADE)
FOOTING FDN.WALL FDN.WALL
FOOTING DIMENSIONS LONGITUDINAL FOOTING
FOOTING REFERENCE DETAIL REBAR TRANSVERSE OR PIER OR PIER COMMENTS
MARK THICKNESS VERTICAL
FOOTING FOOTING FOOTING MIN. TOP BOTTOM REQ Cr REBAR
WIDTH,"W" LENGTH,"L' THICKNESS,'V
F3030 TYPICAL FOOTING AT 2-6' 75' T-0" -
(4)64 (4)ri4 - - -
CRAWLSPACE DETAIL
F3333 TYPICAL FOOTING AT 2-9' 7-9' V-0' - (4)#4 (4)64 - - -
CRAWLSPACE DETAIL
F3636 TYPICAL FOOTING AT 2-0' 3-0' 1'-0' - (5)#4 (56T4 •
CRAWLSPACE DETAIL
FOUNDATION SCHEDULE NOTES:
1. PLACE BOTTOM OF AU.EXTERIOR FOOTINGS THE GREATER OF 12'OR THE FROST DEPTH(AS REQUIRED BY THE LOCAL BUIWING DEPARTMENT)BELOW GRADE.
2. SEE TYPICAL FOUNDATION SUBGRADE AND DRAINAGE DETAIL FOR FOUNDATION DRAINAGE AND SUBGRADE REQUIREMENTS.
3. SEE TYPICAL FOUNDATION DETAILS FOR REINFORCING CONFIGURATION.
4. SEE TYPICAL ANCHOR BOLT DETAIL AND SHEARWALL SCHEDULE FOR ANCHOR BOLTS AND SPACING
5. SEE TYPICAL CONCRETE AND CONCRETE REINFORCING DETAILS FOR REINFORCING HOOKS,BENDS AND CLEAR COVER REQUIREMENTS.
6. SEE ARCH.FOR INSULATION REQUIREMENTS.SEE SUB-GRADE INSULATION SCHEDULE FOR SUBSLAB,SUB•FOOTING,AND PERIMETER INSULATION STRUCTURAL REQUIREMENTS(WHERE APPLICABLE).
7. SEE ARCH.AND TYPICAL CONCRETE SLAB ON GRADE DETAILS FOR CONTROL JOINT REQUIREMENTS(WHERE APPLICABLE).
FOUNDATION AND STEM WALL SCHEDULE
[Page 5 of 5] I WOOD REVISIONS 10416.2019 "
TYPICAL WALL FRAMING SCHEDULE(UNLESS NOTED OTHERWISE ON PLANS)
TYPE STUD SIZE AND SPACING TOP PLATE ADDITIONAL COMMENTS
EXTERIOR WALLS 2X8.16'OC DOUBLE 2)( ALL EXTERIOR WALLS TO BE SHEATHED AND NAILED PER WALL TYPE SW8 AS SHOWN IN THE SHEAR WALL
SCHEDULE,UNLESS OTHERWISE NOTED.
INTERIOR STRUCTURAL WALLS 2X4421613C DOUBLE 2X -
WALL FRAMING SCHEDULE
COLUMN SCHEDULE
MARK SIZE GRADE N SMPSON POST CAP REFERENCE DETAIL 1 REFERENCE DETAIL 2 ADDITIONAL COMMENTS
POST OST BABASE
C44A 4X4 DFLII2 AC UPSIDE ACE AT BM.END IAC AT - - FROM COLUMN TO SEAM ACROSS
DOWN CONT.BM.(SOLID SAWN) ppm
CMB axa DFL#2 PLA PASTEN EAR CONT �IDSAWN) n. PROP
4 %
CNC 4X4 DFL#2 ABW44 ACE AT SM ENDIACAT -
CONT.BM.(SOLD SAWN) Ct. a 122:" .
/
061 8X6 DMA ABW66 ACE AT SM.END/AC AT -
CONT.BM.(SOLID SAWN) b
ECC WHERE 6X125 SHARE
A SEAT n OREGON 24 4-
EXPIRES:12/31/2019
COLUMN SCHEDULE
SHEATHING/DECKING SCHEDULE
PLYWOOD SHEATHING
MARK SHEATHING PANEL EDGE NAILING PANEL FIELD NAILING MOCKING REQUIRED AT : REFERENCE COMMENTS
PANEL EDGES DETIN.
81.0612 i'PLYWOOD 848'OC 8M1112•0C 1 PLY CLP PER SPAN
61411334 }'TBG PLYWOOD 10428'OC 10d1212OC -
1. SEE SHEET 50.0 FOR PLYWOOD SHEATHING GENERAL NOTES.
a PROVIDE THE GREATER OF TIE SCHEDULED PANEL EDGE HALING OR 2 STAGGERED ROWS§4'0.C.AT ALL SHEAR WALLS,BEANS,SHEAR COLLECTORS,ETC.:
3. STAGGER EDGES OF PANELS RUNNING PARALLEL TO FRAMING MIN.24'.
SHEATHING SCHEDULE
FRAMING SCHEDULE
MARK SIZE GRADE SPACING REFERENCE DETAIL 1 REFERENCE DETAIL 2 PLANSU.O.N.ON ADDMONAL COMMENTS
ROOF JOISTS
RJ24 2X4 DFL#2 24'0C 'TYPICAL ROOF TO EXTERN R SHEAR TYPICAL ROOF EAVE RAKE EDGE FRAMING LRU2S -
WALL CONNECTION DETAIL, DETAIL
S1.ID,TYPIALROOF RAFTER TOBEAM
--- -- - --_-- - -
-CONNECTION DETAIL
SOLID SAWN BEAMS
1326 2X8 DFLA2 NIA TYP.BEAM BEARING ON WALL DETAIL - LS60 -
B48 4X8 DFU2 N/A TYP.BEAM BEARING CN WALL DETAIL - HUC48 -
ENGINEERED WOOD BEAMS
01.8412 31'ktr COMB. N/A TYP.BEAM BEARING ON WALL DETAIL - HGU3251/0
24F-V4
GU I712 6}Ytr COMB. N/A TYP.BEAM BEARING ON WALL DETAIL - -
24F-V4
BLSI214 1X14 1.3E N/A TYP.SEAM BEARING ON WALLDETNL - - VERIFY SUPPORT AT RIDGE,AND THAT THE RIDGE
IS BEING HUNG OFF THESE TWO HIPS OR THESE
ARE UNDERNEATH
HEADERS
HEADER
SIMPSON HANGER
MARK SIZE GRADELT REFERENCE DETAIL 1 REFERENCE DETAIL 2 AS ALTERNATE TO ADDITIONAL COMMENTS
IONl JACK STUDS
11410 4X10 OFL*I WINDOW TYPICAL HEADER DETAIL TYPICAL ROUGH OPENING FRAMING IMC410 -
HEAD SCHEDULE 8 DETAIL
(DROPPED)
FRAMING SCHEDULE NOTES:
1. FOR TYPICAL FRAMING DETAILS,REFER TO 81.2#SERIES OF SHEET(S)
2. SEE GENERAL STRUCTURAL NOTES-WOOD FRAMING,NAILING SCHEDULE,AND JOIST HANGER SCHEDULE ON 50.01 SERIES OF SHEETS FOR MORE INFORMATION
3. AT ADVANCED FRAMING,ALL JOISTS TO ALIGN WITH STUDS IN WALLS BELOW.SEE TYPICAL PERMITTED OFFSETS IN ADVANCED FRAMING DETAIL FOR MORE INFO.WHERE THIS ALIGNMENT CANNOT BE ACHIEVED,
PROVIDE A SMPSON HANGER TO RIM JOIST PER THE TYPICAL FLUSH HEADER FRAMING DETAIL ON Si 2#SERIES OF SHEETS.
FRAMING;RG:NFTI II F