Plans (76) /t45 ) -0-0-37y f n Gv e.4(di.e-� '
STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWINGSYMBOLS STRUCTURAL NOTES:
AB ANCHOR BOLT GENERAL WOOD FRAMING
ADDL. ADDITIONAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH(DF/L),#I UNLESS NOTED
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ABOVEAFF FINISH FLOOR1 NECESSARY FOR COMPLEFION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.SHOULD OTHERWISE.ALL JOISTS,PURLINS,AND GIRTS TO BE DEL#2 AND BETTER UNLESS NOTED OTHERWISE. a^ 3 •;
ALT ALTERNATE ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS,THE CONTRACTOR ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE AND BETTER.ALL WOOD 9 y�� '°
•
ARCH ARCHITECTURAL • SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HEM-FIR#2 PRESSURE TREATED UNLESS
ATR ALL THREAD ROD ®i DETAIL REFERENCE PROJECT.THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND NOTED OTHERWISE.ALL COLUMNS SHALL HAVE SOLID BLOCKING FOR THE FULL COLUMN AREA TO
SCOPE OF WORK
BLDG BUILDING
FAMILIARIZED HIMSELF WITH ALL ASPECTS OF I THE PROJECT AND HAS COMPLETE COMPREHENSION SUPPORTING MEMBERS BELOW.COLUMNS SHALL ALIGN THROUGH ALL FLOORS TO THE FOUNDATION. -�:,-7 1 J
BLKG BLOCKING THEREOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS INSTALL NEW WINDOW OPENINGS IN WOOD i.� - I 4-11
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BM BEAM DURING CONSTRUCTION. ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR FRAMED SHEAR WALL ABOVE GARAGE DOOR
BN BOUNDARY NAIL A DETAIL SECTION CUT NAILED AS INDICATED BY MANUFACTURER,UNLESS NOTED OTHERWISE.ALL CONNECTORS,HANGERS AND OPENINGS.
BOF BOTTOM OF FOOTING THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S RECOMMENDATIONS.SIMPSON
BOT BOTTOM ® OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR PREFABRICATED METAL TIMBER CONNECTORS NOTED.OTHER TYPES OF METAL CONNECTORS REQUIRE •.. > COPYRIGHT 2016
BRIG BEARING CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS,DIRECTION AND RELATED PRIOR REVIEW,
BSMT BASEMENT EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND PROPERTY i r> '"+o.Nil ler Consulting Engineers,Inc.
BTWN BETWEEN Q BUILDING OR WALL DURING CONSTRUCTION.THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,ENGAGE PROPERLY QUALIFIED ALL SHEATHING SHALL BE APA RATED GROUP 1,EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT
C CAMBER j�"SECTION CUT PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED STANDARDS DOCUMENT PSI AND DOCUMENT PS2. lJ;�t-3,,_
CIP CAST IN PLACE ® AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL i®> _ Y
CJ CONTROL OR CONSTRUCTION JOINT INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A •16/32"(1/2"NOMINAL)SHEATHING TO BE C-D WITH SPAN RATING OF 32/16. '- -
CJP COMPLETE JOINT PENETRATION WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. .19/32"(5/8°NOMINAL)TO BE C-D WITH SPAN RATING OF 4020. r+ L �: ill
CL CENTERLINEAlk .23/32"(3/4°NOMINAL)SHEATHING TO BE CO WITH SPAN RATING OF 4624. '�F
CLG CEILING ELEVATION OF WALL THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE •1 1/8"SHEATHING TO BE C-D WITH SPAN RATING OF 4824. "S -' 'g 'ass
CLR CLEAR OR FRAME PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS _
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CMU CONCRETE MASONRY UNIT AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER,PROVIDE A MINIMUM GAP OF 1/8° 6' ^y':,--:',.°1--r;,�,,
COL COLUMN ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. BETWEEN ALL SHEATHING PANELS.ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE.GLUE ALL FLOOR
CONC CONCRETE /� OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL SHEATHING WITH STRUCTURAL ADHESIVE,3M-5200 OR EQUIVALENT,AT ALL SUPPORTS.ALL SHEATHING 1.1 MILLER
CONN CONNECTION / REVISION SYMBOL ENGINEER'S RESPONSIBIUTY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. WALLS AND/OR SHEAR WALLS TO HAVE 2X BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE -- "�
CONST CONSTRUCTION / CONSULTING
CONT CONTINUOUS NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE WOOD FRAMING FASTENING SCHEDULE
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DBA DEFORMED BAR ANCHOR /'� SUPPRESSION,ELECTRICAL,MECHANICAL,LAND USE,SITE PLANNING,EROSION CONTROL FLASHING AND —7f ENGINEERS
DBL DOUBLE ( 1 ) WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE p,` _
DF/L DOUGLAS FIR-LARCH �T"/ NOTED ON THE DRAWINGS.THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: i, � C' I f
DIA DIAMETER /� GRID LINES TEMPORARY SHORING Y
DIAG DIAGONAL ( s ._+__ WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGA 6D NAIL:0.113 INCH DIA.X 2INCHES LONG WITH MINI.HEAD DIA 17/64IN. 0-',„4.1 &..•['Ty / _
DIST DISTANCE �J , °I ,j_ �..," 5 9570 SW d
SHORING SYSTEM THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND 80 NAIL:0.131 INCH DIA X 2'A INCHES LONG WITH MIN.HEAD DIA 9/32/N. ..z-.._.v:%°' .,,iia` Suite One Hundred
DL DEAD LOAD i PROTECTS PERSONNEL,THE PUBLIC,AND THE BUILDING,SUPPORTING STREETS,WALKWAYS,UTIUTIES, 10D NAIL:0.148 INCH DIA.X 3 INCH LONG WITH MIN.HEAD DIA.5/16 IN. .4'f•
1114;2;;;11-5''?/‘11'527
+,9�n,F ;�6 �5 ,ev Portland,OR 97219
DN DOWN CONST IMPROVEMENTS AND REQUIRED. AGAINST LOSS GROUNDOC T CAVINGE T EMBANKMENTS TH DURING 16D NAIL:0.148 INCH DIA.X 3%%INCHES WITH MIN.HEAD DIA 1/21N 's s S sy ss 1-5'? Phone 503.246.1250
DTL DETAIL CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT 160 NAIL:0.162 INCH DIA.X 3 Y,INCHES WITH MIN HEAD DIA.111321N. Fax 50E26.1250
DWG DRAWING ROTATE VIEW SYMBOL OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. Fax 50 .246.1395
(E) EXISTING STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER.NAILS AND
EA EACH BUILDING CODE STAPLES SHALL NOT BE OVERDRIVEN. I EXPIRES: 12-31- 2 p/%
EF EACH FACE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE,BASED
EL ELEVATIONN ON THE 2012 INTERNATIONAL BUILDING CODE(IBC),INCLUDING ALL REFERENCE STANDARDS,UNLESS WOOD FRAMING FASTENING SCHEDULE
EN EDGE NAIL NOTED OTHERWISE
EOR ENGINEER OF RECORD DESIGN LOADS(I) ITEM FASTENERS
EQ EQUAL NORTH ARROW BOT PL TO DECKING/JOISTS(FACE NAIL) 160 AT 8"O.C.
(2)160 AT 2X4,(3)160 AT 2X6
EW EACH WAY LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED.DESIGN FOR MECHANICAL LOADS BOT PL/TOP PL TO STUDS(END NAIL)
EXT EXTERIOR INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE DESIGN BUILT-UP DBL STUDS(FACE NAIL) 100 AT 8"O.C.STAGGERED _
FF FINISH FLOOR REQUIREMENTS: DBL TOP PL(FACE NAIL) 10D AT 12°O.C.STAGGERED
FN FIELD NAIL DBL TOP PL SPLICES(FACE NAIL) (14)10D EA SIDE OF JOINT
FLR FLOOR STRUCTURAL DESIGN CRITERIA - DBL TOP PL CORNERS/INTERSECTIONS
FDN FOUNDATION TOS RISK CATEGORY II (FACE NAIL) (4)100 STAGGERED
FT FEET REFERENCE ELEVATION CONTINUOUS HEADER(S) TO STUDS
GA GAUGE DESIGN DEAD LOADS (TOE NAIL) (4)100 ! `
FTG FOOTING /TL.100'-0"
ROOF 15 PSF TOP PL TO HORS(FACE NAIL) 160 AT 16"O.C. V
GALV GALVANIZED FLOOR JOIST TO DBL TOP PUSILL PL OE NAIL) '7
GLB GLUE LAMINATED BEAM WALLS 15 PSF BLOCKING TO STUDS (4)700 !Z
GWB GYPSUM WALL BOARD LC SURFACE-STEPPED 8 PSF (TOE NAIL) (2)100
HDG HOT-DIP GALVANIZED \ JOISTS TO BLOCKING(END NAIL) (3)160
HDR HEADER FLOOR LIVE LOAD(RESIDENTIAL) STUDS TO HDRS(END NAIL) (6)16D AT 4X6/4X8 Q
HF HEM-FIR FLOORS 40 PSF (8)760 AT 4X70/4X72
M HEIGHT SURFACE-SLOPE UP HDRS TO CRIPPLE STUDS(TOE NAIL) (4)100
HORIZ HORIZONTAL ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5A r/1
HSA HEADED STUD ANCHOR ROOF LIVE LOAD SNOW LOAD CONTROLS DESIGN NAIL-LAMINATED BEAMS(FACE NAIL) 160 AT 8"O.C.STAGGERED W/(3)160 AT EA. V J
HSS HOLLOW STRUCTURAL SECTION SURFACE-SLOPE DOWN �J,J
ROOF SNOW LOAD BLOCKING TO TRUSSES/JOISTS(TOE NAIL) (4�tOD
int
ID INSIDE DIAMETER 725 PSF JOIST LAP SPLICES OVER DBL TOP PL(FACE () 00
IN INCH i% • DESIGN ROOF SNOW LOAD4 1
INT INTERIOR SNOW DRIFTING AS NOTED ON PLANS(IF OCCURS)
CO
JST JOIST SURFACE-SLOPE IMPORTANCE FACTOR _ RIM JOIST TO JOISTS(END NAIL) (3)160
1.0
JT JOINT TWO DIRECTIONS GROUND SNOW LOAD
PG IS 15 PSF( 2)16D HDG FACE NAILS AND(1)16D HDG
2X6 TONGUE AND GROOVE DECKING TOE NAIL
K KIP(S) EXPOSURE FACTOR CE=1.0
Z COURSE AT EA SUPPORT
E
THERMAL FACTOR A,
KSI KIPS PER SQUARE INCH CT=1.0 SHEATHING
L ANGLE BEAM MOMENT CONNECTION BD AT 6"O.C.AT ALL SUPPORTED PANEL
IJ CU 0
LLH LONG LEG HORIZONTAL — I 11"--1111"--11H -SEE PLAN FOR DETAILS
FLAT ROOF SNOW LOAD PF=11 PSF
CI
EDGES AND ROOF PERIMETER AND 12"O.C. LLl W
LLV LONG LEG VERTICAL ROOF
WIND DESIGN DATA AT ALL INTERMEDIATE SUPPORTS LL
LONG LONGITUDINAL
DRAG STRUT CONNECTION BASIC WIND SPEED(3 SEC GUST) 120 MPH
LVL LAMINATED VENEER LUMBER —.I.- .H 100 GALV OR RING SHANK.AT 6"O.C.AT ALL
LWC LIGHT WEIGHT CONCRETE -SEE PLAN FOR DETAILS EXPOSURE B FLOORS SUPPORTED PANEL EDGES AND FLOOR CO W O
MAX MAXIMUM INTERNAL PRESSURE COEFFICIENT GCPI=+/-0.18 PERIMETER AND 12"0.C.AT ALLEt IL 0
MIN MINIMUM INTERMEDIATE SUPPORTS 0 CC W
MIR MIRROR DECKING SPAN DIRECTION SEISMIC DESIGN DATA 8D AT 6"O.C.AT ALL PANEL EDGES AND AT CDIX
NIC NOT IN CONTRACT IMPORTANCE FACTOR 10=1 0 WALLS 12"O.C.AT ALL INTERMEDIATE FRAMING �O
NOM NOMINAL SPECTRAL RESPONSE ACCELERATIONS SS=0.953,S1=0.42 GYPSUM WALL BOARD MEMBERSUJ cn CS
sr
NTE NOT TO EXCEED DENOTES No.OF SITE CLASSH co re 13
NTS NOT TO SCALE /SHEAR STUDS SPECTRAL RESPONSE COEFFICIENTS SDS=0.722,SD1=0.442 1/2"GWB T
ACOOLER OR WALLBOARD NAILS AT 7"LECW N
AT ALL FRAMING MEMBERS
NEW W21x44(10) SEISMIC DESIGN CATEGORY D 5/8"GWB 6D COOLER OR WALLBOARD NAILS AT 7"O.C.
OC ON CENTER I 5 BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED SHEAR WALLS AT ALL FRAMING MEMBERS _
OD OUTSIDE DIAMETER C-i" SEISMIC RESPONSE COEFFICIENT CS=0.109 BASE PLY-6D COOLER OR WALLBOARD
OPP OPPOSITEWN BY: SMH
DENOTES BEAM RESPONSE MODIFICATION FACTOR R=6.5 NAILS AT 9"O.C.
OWJ OPEN WEB JOIST ANALYSIS PROCEDURE USED ASCE 7-10 EQUIVALENT LATERAL FORCE (2)LAYERS 518"GWB FACE PLY-8D COOLER AT 7"O.C. CHECKED BY: 11....1
PAF POWDER ACTUATED FASTENER CAMBER
PERP PERPENDICULAR DENOTES PLYWOOD NOTE:#6-1 1/4"TYPES OR W SCREW MAY BE SUBSTITUTED FOR GIVEN NAILS IN ALL GINE. PROJECT NO: 171116
PJP PARTIAL JOINT PENETRATION SHEAR PANEL TYPE FOR MULTIPLE LAYERS OF GWS,SCREWS REQUIRE 3/4"MIN.EMBED INTO WOOD MEMBER,
PL PLATE (SEE SCHEDULE) ISSUE DATE: 0927.2017
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT DENOTES HOLDOWN
PT PRESSURE TREATED TYPE(SEE SCHEDULE)
QTY QUANTITY
RAD RADIUS /�'DENOTES Z
REF REFERENCE V HOEDOWN STRAP
U
O
REINF REINFORCING v (AS OCCURS) a
1
READ REQUIRED
REV REVISED,REVISION DENOTES PLYWOOD w
SC SUP CRITICAL SHEARWALL
SM SHEET
SHT'G SHEATHING
SIM SIMILAR DENOTES HOLDOWN W/
SMS SHEET METAL SCREW ANCHOR ROD(AS OCCURS)
SOG SLAB ON GRADE w
SQ SQUARE o
SS STAINLESS STEEL
STD STANDARD
STL STEEL
ce
T&B TOP AND BOTTOM
T&G TONGUE AND GROVE
TOC TOP OF CONCRETE SHEET CONTENT
TOS TOP OF STEEL
STRUCTURAL NOTES
TOF TOP OF FOOTING
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIP VERIFY IN FIELD
W/ WITH
W/O. WITHOUT
INF WIDE FLANGE
SHEET
WP WORK POINT So.01
MOAN WELDED WIRE REINFORCING
TABLE 1:SHEAR WALL SCHEDULE MOTES 1,2.3,3,s,E)
WALL WALL SHEATHING MATERIAL ON PANEL EDGE SOLE PLATE TO RIM SILL PLATE CONCRETE SOLE PLATE
TYPE WOOD STUDS NAILING JOIST NAILING ANCHORING IF 2X PLATE CONCRETE ANCHORING SOLE PLATE TO JOIST/BLICG
O USED IF 3X PLATE USED SILL PLATE TO PLATE
15/32'APA RATED SHEATHING SPAN 5/8'DIA x 10"ANCHOR BOLT 5/8"DIA.x 12'ANCHOR BOLT
RATED AT 32/18,EXPOSURE 1 8d AT 6'O.C. 16d AT 10'O.C. AT 48"0.0(max( AT 48"O.C.(max) 10d AT T O.C. A35 AT 24'O.C.
SHEAR WALL AND HOEDOWN SCHEDULE NOTES: 7 '
6x10 DF-L#2 (CORRESPOND TO CALL—OUTS IN TABLES 1 AND 2,ONLY NOTES REFERENCED IN TABLES ARE TO BE USED)
HEADERS W/2X6 «: `';
SILL PLATES AND 1. ALL SHEATHING EDGES TO BE BLOCKED.FIELD NAIL AT 12"O.C.
2. NAILS SHALL BE LOCATED AT LEAST 3/8"FROM PANEL EDGES.NAILS SHALL BE DRIVEN WITH THE
TRIMMERS HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING.
3. ALL SHEATHING NAILS TO BE COMMON OR GALVANIZED BOX NAILS UNLESS ALTERNATE APPROVED
BY ENGINEER OF RECORD. —
4. SHEATHING MUST NAIL TO BOTH DOUBLE TOP PLATES.
5. SHEATHING ON SHEAR WALLS SHALL NOT BE INTERRUPTED,INCLUDING BY ANY WALL BUTTING
A INTO SHEAR WALL. _
SHEAR WALL TYPE e 6. ALL NEW EXTERIOR WALLS TO BE TYPE A,UNLESS NOTED OTHERWISE. gel! I
SIMPSON CS22 STRAP ABOVE b
AND BELOW WINDOWS,NAIL W/
10D NAILS TO 2X BLOCKING
BETWEEN STUDS
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