Plans STRUCTURAL ABBREVIATIONS STRUCTURAL DRAPING SYMBOLS RECEIVE!!
PROJECT SCOPE
AB ANCHOR BOLT SCOPE OF WORK IS FOR THE ATTACHMENT OF THE TWO NEW ROOFTOP MECHANICAL UNITS TO THE
ADDL ADDIITONAL EXISTING ROOF STRUCTURE.
AFF ABOVE FINISH FLOOR
I ALT ALTERNATE 1 GENERAL S E P 17 2015
ARCH ARCHITECTURAL �;i�� \/ DETAIL REFERENCE
ATR ALL THREAD ROD `1I THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND
BLDG BUILDING WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT ARV
BLKG BLOCKING DOCUMENTS.SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE 1.BM BEAM CONINTIORS,THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ' ` \ _ CITY OF TIGARD BN• BOF BOTTOM BOUNDARY
OF NUM_
OOOTING , DETAIL SECTION CUT THAT ENGINEER BEGINNING
REVIEEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE j ` W \1
BOT BOTTOM ® PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE 4
BUILDING DIVISION.,
BRIG BEARING RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. t Miller Consuls
BSMT BASEMENT \ • _•
Consulting Engineers,Inc
BTWN BETWEEN Q THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLESS -
C CAMBER BUILDING OR WALL OTHERWISE SPECIFICALLY NOTED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR ,- 1 S
CIP CAST IN PLACE ®' SECTION CUT CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS,DIRECTION AND ''�j t '�' ft
CJ CONTROL OR CONSTRUCION JOINT RELATED EQUIPMENT NECESSAY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS .. y.CJP COMPLETE JOINT PENETRATION AND PROPERTY DURING CONSTRUCTION.THE CONTRACTOR SHALL,AT HIS OW EXPENSE,ENGAGE � ? 1
CL CENTERLINE Q PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY _
ELEVATION OF WALL •
,�
CLG CEILING MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR
CLR CLEAR ®' OR FRAME IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH h 1L^ • 1 _ - t
CMU CONCRETE MASONRY UNIT SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTORS EXPENSE. \ • 1 L
COL COLUMN _
CONC CONCRETE /t THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE V im.. - • - _ I M I L L E R
COIN CONNECTION /#\ REVISION SYMBOL PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE '
• - PO RTLAND7
CONST CONSTRUCTION PLANS AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS ATTENDANT THERETO - - - •
CONSULTING
CONT CONTINUOUS ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION 6EAVERTON
DBA DEFORMED BAR ANCHOR SPECIFIED HEREIN.OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT
• _ ENGINEERS
DEL DOUBLE n PART OF THE STRUCTURAL ENGINEERS RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS 111 t•
DF/L DOUGLAS FIR-LARCH
\T-J SPECIFY OTHERWISE L t
DA DIAMETER GRID LINES :•.• . \ f 1 -
DAG DIAGONAL NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE - _
A �--- 9570 SW Barber Blvd
DIST DISTANCE SUPPRESSION,ELECTRICAL,MECHANICAL,LAND USE.SITE PLANNING,EROSION CONTROL FLASHING -" __.-.- -• ` _ - Suite One Hundred
DL DEAD LOAD I AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY �' • - - - __ __. A I `� Portland,OR 97219
DN DTL DETAIL
OTHERS. - - `. 1 .. TI GAR Phone 503.246.1250
•DING DRAWING BUILDING CODE _ T ---- 11 �\ L . - Fax 503.246.1395
(E) EXISTING ROTATE VIEW SYMBOL ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, -•"•_- - I t \ '� -� www.miller-se.com
EA EACH EFFECTIVE DATE JULY 1,2014,BASED ON THE 2012 INTERNATIONAL BUILDING CODE(IBC),INCLUDING T - • `
EF EACH FACE ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE
EN EDGEANAIL N DESIGN LOADS 1\ , 1 \, (I)7.
FOR ENGINEER OF RECORD //,�\ , t
ED EQUAL ! —, 1 NORTH ARROW LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED.DESIGN FOR MECHANICAL 1 A v - _
EW EACH WAY `\\1/�/ LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE t • , t 1IJ Z•EXT EXTERIOR DESIGN REQUIREMENTS: - - • - - x a
FF FINISH FLOOR • - t
FN FIELD NAIL STRUCTURAL DESIGN CRITERIA \ 1 t
FDN FOUNDATION
RISK CATEGORY I II A ` 1 tg • 0
FT FEET /TOS REFERENCE ELEVATION DESIGN DEAD LOADS 15 PSF \ QQ' 1 , fA w
F1 I D0'-0' s' i
FTG FOOTING ROOF • _
GA GAUGE MECH UNRi1(MODEL IBKCDAS5A2A5-0AOAO) 719 LBS ! f;.,, •\ a� '/7 1 (J1
GALV GALVANIZED P l
GLB GLUE LAMINATED BEAM MECH UNIT ffi(MODEL:48TCDDO6A2A5-OAOAO) 7p6g Lg5s a� C�� s,a I . l t to
GWB GYPSUM WALLBOARD 1 SURFACE-STEPPED _ ' `•
HDG HOT-DIP GALVANIZED a DESIGN LIVE LOADS F X L
HE HEADER R DESIGN ROOF SNOW LOAD I 25 PSF gG�p t\ "1. ,` - 7
1 - L
SURFACE-SLOPE UP ` t 0
\
HT HEIGHT WIND DESIGN DATA \ '+- V
• HORIZ HORIZONTAL BASIC WIND SPEED(3 SEC GUST) 120 MPH ` �� \ I
HSA HEADED STUD ANCHOR EXPOSURE B ...
' •
¢' \ 1 .1` t1
- HSS HOLLOW STRUCTURAL SECTION SURFACE-SLOPE DOWN 1 \
ID INSIDE DIAMETER T INTERNAL PRESSURE COEFFICIENT Gupi=+/-0.18 r, \ 1 f^
IN INCH • SEISMIC DESIGN DATA + \ CO
11 INT• JST JOISTIOR SURFACE-SLOPE IMPORTANCE FACTOR IE•1A ♦ \
JT JOINT TWO DIRECTIONS SPECTRAL RESPONSE ACCELERATIONS SS•0.974,Si•0.425
• CO_ •
1./J
K KIP(S) SITE CLASS D _.,. �.�.'.�
K51 PER SQUARE INCH SPECTRAL RESPONSE COEFFICIENTS SDS•0.721,SD7•0.446 \ , _ - D UJ ANGLE
LLH LONG LEG HORIZONTAL SEISMIC DESIGN CATEGORY D CC)
LLV LONG LEG VERTICAL BASIC SEISMIC FORCE RESISTING SYSTEM ROOFTOP EQUIPMENT 'p� ate~\. L `` W W Q
LONG LONGITUDINAL RESPONSE MODIFICATION FACTOR R.•6.0,r=2.5, 't� `-"ti 41 i co a D ZO
OA_ LAMINATED VENEER LUMBER
1.
LWWC LIGHT WEIGHT CONCRETE 11A11111,77‘'''' 1
MAX MAXIMUM COLD-FORMED STEEL ` f�. J
MIN MINIMUM 1 � - �� 1 t z LU
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MIR MIRROR UGHTGAUGEETEE f t \ 'r. O UT
NIC NOT IN CONTRACT COLD-FORMED STRUCTURAL MATERIAL - ) t r Z W O 0_•NOM NOMINAL ALL STRUCTURAL LIGHT-GAGE STEEL MEMBERS SHALL BE MILL CERTIFIED PRIME STEEL 2
NTE NOT TO EXCEED MEETING ASTM A653 STRUCTURAL QUALITY;GRADE 33 FOR STEELS THINNER THAN 16 GAGE(54 ii - U O o
NTS NOT TO SCALE MILS)AND GRADE 50 FOR STEELS 16 GAGE(54 MILS)AND THICKER.GRADE 33 STEEL SHALL „ ,�1
(N) NEW HAVE A Fy=33000 PSI AND Fu=45000 PSI.GRADE 50 STEEL SHALL HAVE A Fy=50000 PSI AND Fu ` v J
OC ON CENTER =60000 PSI.ALL LIGHT-GAGE STEEL SHALL BE GALVANIZED PER ASTM A653 WITH MINIMUM
OD OUTSIDE DIAMETER COATING OF GEE FOR EXTERIOR AND/OR LOAD BEARING MEMBERS AND G40 FOR INTERIOR
DRAWN BY• ALB
OPP OPPOSITE BEARING MEMBERS. 10130 SW NIMBUS AVE.BLDG D CHECKED BY: W..
OWJ OPEN WEB JOIST
PAF POWDER ACTUATED FASTENER WOOD FRAMING TIGARD,OREGON
PERP PERPENDICULAR ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIARCH(DF/L),#1 UNLESS PROJECT NO: 151133
RA.
PJP PARTIAL JOINT PENETRATION NOTED OTHERWISE.ALL JOISTS,PURLINS,AND GIRTS TO BE DF/L 92 AND BETTER UNLESS NOTED N ISSUE DATE: 09.16.15
PL PLATE OTHERWISE.ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE AND
PSI POUNDS PER SQUARE INCH BETTER.
SSU ALL WOOD PLATES
NLE S NOTED ED OTHERWISE WITH CONCRETE S MASONRY HAV SHALL BE BLOCKING n �� VICINITY MAP/SITE PLAN
PSF POUNDS PER SQUARE FOOT PRESSURE TREATED UNLESS NOTED OTHFRWISE ALL COLUMNS SHALL HAVE SOLID BLOCKING FOR
PT PRESSURE TREATED THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW.COLUMNS SHALL AUGN THROUGH ALL 50.01 N.T.S.
OW QUANTITY FLOORS TO THE FOUNDATION.
RAD RADIUS
REF REFERENCE ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR
CC
0
REINF REINFORCING NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED OTHERWISE. ALL CONNECTORS, - t�
READ REQUIRED HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S �� PRQ��- WO
REV REVISED,REVISION RECOMMENDATIONS. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. OTHER iii' r L/J►
SC SUP CRITICAL TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW.
SHT SHEET (�.�J
SHTG SHEATHING GI N STRUCTURAL DRAWING INDEX
EMS SHEET METAL SCREW .� S0.01: STRUCTURAL NOTES
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SIM SIMILAR /p VICINITY MAP/SITE PLAN
SQ SQUARE GRADE 16655PE 51.01: BUILDING'D'PLAN C
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55 STAINLESS STS1.02: MECH UNIT LAYOUT
STD STANDARD
STL STEEL �� /� 56.01: DETAILS
TAB TOP AND BOTTOM
C.' /�
A TAG TONGUE AND GROVE 1' 74l OREGON Opn SHEET CONTENT
TOO TOP OF CONCRETE `` STRUCTURAL NOTES
- TOS TOP OF STEEL ,7 �qRY 15,2 . C. SITE PLAN
TOF TOP OF FOOTING CO/1/4 I L�'�1•�v {L
TOW TOP OF WALL - lvv-CO` ICY&0 p� �i_ `a( VICINITY MAP
TYP TYPICAL L IUf V I��L jJ .7
LINO UNLESS NOTED OTHERWISE
VERT VERTICAL
/- VERIFY IN FIELD
W/ WITH 1 EXPIRES: 12-31- 2,644
W/O WITHOUT
WF WIDE FLANGE SHEET
WP WORK POINT
WAR WELDED WIRE REINFORCING
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1.FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION Miller Consulting Engineers,Inc.
2.SEE SHEET S8.01 FOR CONNECTION DETAILS
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CONSULTING
ENGINEERS
9570 SW Barbur Blvd
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Phone 503245.1250
Fax 503.249.1395
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