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STRUCTURAL ABBREVIATIONS MAX MAXIMUM STRUCTURAL DRAWING SYMBOLS STRUCTURAL NOTES: GENERAL NOTES WOOD FRAMINGQED PROF
MC MISCELLANEOUS CHANNEL FSS
# NUMBER OR POUNDS MECH MECHANICAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR ALL STRUCTURAL GRADES WOOD SHALL BE PER TYPICAL WOOD FRAMING SCHEDULE UNLESS NOTED OTHERWISE. ALL
MF MOMENT FRAME COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED UNLESS NOTED OTHERWISE. 5401 PE
ACI AMERICAN CONCRETE INSTITUTE MEP MECHANICAL, ELECTRICAL, PLUMBING
AS ANCHOR BOLT MFR MANUFACTURER 1 REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION ALL COLUMNS SHALL HAVE SOLID BLOCKING FOR THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW. COLUMNS
DETAIL REFERENCE SHALL ALIGN THROUGH ALL FLOORS TO THE FOUNDATION. ALL SAWN LUMBER SHALL HAVE A MOISTURE CONTENT LESS
S1.01 AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL THAN 19% (S-DRY) PRIOR TO INSTALLATION OF NON-STRUCTURAL COMPONENTS.
ADDL ADDITIONAL MIN MINIMUM SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND 9y ��
ADJ ADJACENT MIR MIRROR HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL TYPICAL WOOD FRAMING SCHEDULE (UNO) on 16 29 2 V�
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL MISC MISCELLANEOUS SAFETY REGULATIONS DURING CONSTRUCTION. MEMBER MIN GRADE RYAN
AFF ABOVE FINISH FLOOR MSA MASONRY SCREW ANCHOR 1 COLUMNS DF/L#2
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 51 01 DETAIL SECTION CUT THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE BEAMS DF/L#2 EXPIRES: 12-31 -2022
ALT ALTERNATE (N) NEW SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE BOT PL TO CONCRETE/MASONRY PT HF#2
ALUM ALUMINUM NIC NOT IN CONTRACT CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE BOT PLITOP PL DF/L#2
APA AMERICAN PLYWOOD ASSOCIATION NOM NOMINAL STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT STUDS DF/L#2
ARCH ARCHITECTURAL NTE NOT TO EXCEED BUILDING OR WALL THEIR OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY BUILT-UP STUD PACKS DF/L#2
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NTS NOT TO SCALE S1 01 SECTION CUT PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR JOISTS/RAFTERS DF/L#2 -
ASSY ASSEMBLY IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN BLOCKING CONSTRUCTION
ATR ALL THREAD ROD OC ON CENTER A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. NON-STRUCTURAL FRAMING CONSTRUCTION
ATR/A ALL THREAD ROD WITH ADHESIVE OD OUTSIDE DIAMETER
AWS AMERICAN WELDING SOCIETY OPP OPPOSITE THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED
1 ELEVATION OF WALL ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR NAILED AS INDICATED
OWJ OPEN WEB JOIST HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE BY MANUFACTURER, UNLESS NOTED OTHERWISE. ALL CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION
B/ BOTTOM OF OR FRAME DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER
PROTECTED PER MANUFACTURER'S RECOMMENDATIONS. PRIOR
PREFABRICATED METAL TIMBER CONNECTORS MILLER
BF BRACED FRAME PAF POWER-ACTUATED FASTENER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS NOTED.ALTERNATE CONNECTORS MAY ONLY BE USED WITH PRIOR APPROVAL BY THE ENGINEER OF RECORD.
BLDG BUILDING PC PRECAST ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY ALL BOLT HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS. BOLT HOLES IN WOOD SHALL BEA CONSULTING
BLKG BLOCKING PCF POUNDS PER CUBIC FOOT OTHERWISE. MINIMUM OF AD TOA MAXIMUM OF G O LARGER THAN THE BOLT.
BM BEAM PERP PERPENDICULAR REVISION SYMBOL ENGINEERS
BN BOUNDARY NAIL PJP PARTIAL JOINT PENETRATION # NON-STRUCTURAL PORTIONS OF PROJECT INCLUDING, BUT NOT LIMITED TO, PLUMBING, FIRE SUPPRESSION, ELECTRICAL, ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT STANDARDS
BOT BOTTOM PL PLATE MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE DOCUMENT PS1 AND DOCUMENT PS2. 9600 SW Oak St Suite 400
BRBF BUCKLING RESTRAINED BRACED FRAME PLF POUNDS PER LINEAL FOOT OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. Portland, OR 97223
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BRNG BEARING PLYWD PLYWOOD SHEATHING SCHEDULE 503.246.1250 miller-se.com
BSMT BASEMENT PSI POUNDS PER SQUARE INCH TEMPORARY SHORING THICKNESS APA GRADE SPAN RATING
BTWN BETWEEN PSF POUNDS PER SQUARE FOOT GRID LINES WHEREVER SHORING IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORING SYSTEM 15/32" (1/2" NOMINAL) SHEATHING 32/16
BU BUILT-UP PT PRESSURE TREATED OR POST TENSIONED — THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECTS PERSONNEL, THE PUBLIC AND 19/32" (5/8" NOMINAL) SHEATHING 40/20
PVC POLYVINYL CHLORIDE THE BUILDING AS REQUIRED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROTECTING STREETS, WALKWAYS, 23/32" (3/4" NOMINAL) SHEATHING 48/24
C CAMBER OR CHANNEL(AMERICAN STANDARD) UTILITIES, IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING 1 1/8" SHEATHING 48/24
CANT CANTILEVER QTY QUANTITY CONSTRUCTION, AS REQUIRED. THE CONTRACTOR SHALL LOCATE THE SHORING SYSTEM CLEAR WITHOUT OBSTRUCTION
ROTATE VIEW SYMBOL UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER, PROVIDE A MINIMUM GAP OF 1 BETWEEN ALL
S
CIP CAST IN PLACE � OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. SHEATHING PANELS. ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE. GLUE ALL FLOOR SHEATHING WITH
CG CENTER OF GRAVITY RAD RADIUS STRUCTURAL ADHESIVE, 3M-5200 OR EQUIVALENT, AT ALL SUPPORTS. ALL SHEATHED WALLS AND/OR SHEAR WALLS r/1
CGS CENTER OF GRAVITY OF (PRESTRESSING)STEEL REF REFERENCE BUILDING CODE SHALL HAVE 2X BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE. L/J
CJ CONTROL OR CONSTRUCTION JOINT RAD REFERENCE ARCH DOCUMENTS N ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC), BASED ON I—
CJP COMPLETE JOINT PENETRATION REINF REINFORCING THE 2018 INTERNATIONAL BUILDING CODE (IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. WOOD FRAMING FASTENING SCHEDULE
CIL CENTERLINE REQD REQUIRED ALL NAILS SHALL BE COMMON ING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE NOTED ON THE
NORTH ARROW DRAWINGS.THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE:
CLG CEILING REV REVISED, REVISION STRUCTURAL DESIGN CRITERIA
CLR CLEARANCE; CLEAR RO ROUGH OPENING NAIL SCHEDULE W
CLSM CONTROLLED LOW STRENGTH MATERIAL (1) LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED. DESIGN FOR MECHANICAL LOADS INCLUDES ONLY NAIL(ALL NAILS ARE SIZE LENGTH (UNO
CMU CONCRETE MASONRY UNIT SC SLIP CRITICAL THOSE INDICATED ON STRUCTURAL DRAWINGS. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: COMMON) )
COL COLUMN SER STRUCTURAL ENGINEER OF RECORD 6D 0.113 INCH DIA. WITH MIN HEAD DIA. 17/64 IN 2 INCHES
CONC CONCRETE SHT SHEET 77F SURFACE-STEPPED STRUCTURAL DESIGN CRITERIA 8D 0.131 IN DIA.WITH MIN HEAD DIA. 9/32 IN 21/2 INCHES w
CONN CONNECTION SHTG SHEATHING RISK CATEGORY II 10D 0.148 IN DIA.WITH MIN HEAD DIA. 5/16 IN. 31NCHES
CONST CONSTRUCTION SIM SIMILARSURFACE-SLOPE UP 12D 0.148 INCH DIA.WITH MIN HEAD DIA. 5/16 IN. 3%INCHES
CONT CONTINUOUS SLBB SHORT LEGS BACK TO BACK '7mo SUPERIMPOSED DEAD LOAD (EXCLUDING STRUCTURAL FRAME SELF WEIGHT) 16D 0.162 INCH DIA.WITH MIN HEAD DIA. 11/32 IN. 31%INCHES
COORD COORDINATE SMS SHEET METAL SCREW ROOF (TOTAL INCLUDING ROOFING/CEILING) 15 PSF O
CSA CONCRETE SCREW ANCHOR SOG SLAB ON GRADE SURFACE SLOP DOWN FLOOR(TOTAL INCLUDING 15 PSF STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER. NAILS AND STAPLES SHALL NOT BE
d PENNY(NAIL) SS STAINLESS STEEL
SQ SQUARE FLOORING/CEILING) OVERDRIVEN.
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WOOD FRAMING FASTENING SCHEDULE
DBA DEFORMED BAR ANCHOR STD STANDARD TWO DIRECTIONS FLOOR LIVE LOAD(COMMERCIAL) TYPICAL CONNECTION (UNO) FASTENERS
DBL DOUBLE STL STEEL OFFICE FLOORS 50 PSF OR 2,000 LB BOT PL TO DECKING/JOISTS (FACE NAIL) 16D AT 8"O.C.
D
DEGDESIGNED BY OTHERS SQ SQUARE BOT PL/TOP PL TO STUDS (END NAIL) (2) 16D AT 2X4, (3) 16D AT 2X6
DEGREE SYM SYMMETRICAL
DEMO DEMOLISH; DEMOLITION OPENING IN FLOOR OR WALL ROOF LIVE LOAD BOT PL/TOP PL TO STUDS (TOE NAIL- (4)8D U
DF/L DOUGLAS FIR-LARCH T&B TOP AND BOTTOM ROOF LIVE LOAD 20 PSF ALTERNATE) , n J
DIA DIAMETER T$G TONGUE AND GROOVE BOT PL/TOP PL TO COLUMN (TOE NAIL) (6) 10D AT 4"WALL, (8) 10D AT 6"WALL v
DIAG DIAGONAL T/ TOP OF ROOF SNOW LOAD BUILT-UP DBL STUDS (FACE NAIL) 10D AT 8"O.C. STAGGERED 7 Z
DIM DIMENSION TRANS TRANSVERSE DESIGN ROOF SNOW LOAD 20 PSF DBL TOP PL(FACE NAIL) 10D AT 12" O.C. STAGGERED `
DIST DISTANCE TYP TYPICAL INDICATES SNOW DRIFTING AS NOTED ON PLANS(IF OCCURS) DBL TOP PL SPLICES (FACE NAIL) (14) 10D EA SIDE OF JOINT V Q
DL DEAD LOAD ELEMENT IMPORTANCE FACTOR Is = 1.0 DBL TOP PL CORNERS/INTERSECTIONS
DN DOWN LINO UNLESS NOTED OTHERWISE CONTINUES (FACE NAIL) (4) 10D STAGGERED w O
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0 DTL DETAIL URM UNREINFORCED MASONRY CONTINUOUS HDRS TO STUDS (TOE NAIL) (4) 100 J ) Z
DWG DRAWING UT ULTRASONIC TEST CONCRETE ANCHORS TOP PL TO HDRS (FACE NAIL) 16D AT 16"O.C. 00
POST INSTALLED CONCRETE ANCHORS SHALL CONSIST OF THE FOLLOWING UNLESS NOTED OTHERWISE: JOIST TO DBL TOP PL/SILL PL (TOE NAIL) (4) 10D U
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(E) EXISTING VERT VERTICAL BLOCKING TO STUDS (TOE NAIL) (2) 10D M f— W of
EA EACH VIF VERIFY IN FIELD :_ ` ' POWER-ACTUATED FASTENERS: 0.157"DIAMETER SIMPSON PDPA(1" EMBEDMENT) JOISTS TO BLOCKING (END NAIL) (3) 160 W = O
EB EXPANSION BOLT ` `'`P' '`°`
(6) 16D AT 4X6/4X8
EF EACH FACE W/ WITH ALL POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S STUDS TO HDRS (END NAIL) � D
EJ EXPANSION JOINT W/O WITHOUT INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT. ANCHOR INSTALLERS SHALL BE QUALIFIED AS HDRS TO CRIPPLE STUDS (TOE NAIL) (8) 16D 4)4X010/ 4X12 O U) Q
EL ELEVATION WD WOOD REQUIRED BY JURISDICTION REQUIREMENTS. BLOCKING TO TRUSSES/JOISTS (TOE NAIL) (4) 10D (7
ELEC ELECTRICAL WF WIDE FLANGE JOIST LAP SPLICES OVER DBL TOP PL (FACE a
EN EDGE NAIL WP WORK POINT EXTENT OF NAIL) (4) 10D
EQ EQUAL; EARTHQUAKE WTS WELDED THREADED STUDS FRAMING RIM JOIST TO JOISTS (END NAIL) (3) 16D
EW EACH WAY WWR WELDED WIRE REINFORCING
SHEATHING
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ROOF EDGES AND ROOF PERIMETER AND 12"O.C.
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fc 28 DAY CONIC COMPRESSIVE STRENGTH 10D GALV OR RING SHANK.AT 6"O.C. AT ALL AT FULL SCALE
FN FIELD NAIL FLOORS
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PERIMETER AND 12" O.C. AT ALL
FLR FLOOR STRUCTURAL DRAWING INDEX INTERMEDIATE SUPPORTS DRAWN BY: BCH
FDN FOUNDATION
FOC FACE OF CONCRETE PRESSURE TREATED LUMBER CHECKED BY: ARL
FOM FACE OF MASONRY w BERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR AS REQUIRED BY IBC MCE PROJECT NO: 210651
FOS FACE OF STUD w SECTION 2303.1.9, SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AMERICAN WOOD-PRESERVERS
FT FEET I- ASSOCIATION USING (ACQ, CA-B, DOT) STANDARD Ul AND M4 FOR SPECIES, PRODUCT, PRESERVATIVE AND END USE. ISSUE DATE: 06.12.21
FTG FOOTING RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS.
FOR ABOVE GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF
SHEET DRAWING TITLE a- CA-B BASED ON AWPA USE CATEGORY STANDARDS UC1, UC2, UC3A, UC3B. FOR GROUND CONTACT, FRESH WATER
GA GAUGE COVER SHEET IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 LBS PER CUBIC FOOT OF CA-B
GALV GALVANIZED 50.01 STRUCTURAL NOTES • BASED ON AWPA USE CATEGORY STANDARDS UC4A, UC4B. FOR IN GROUND STRUCTURAL APPLICATIONS RETENTION OF Z
0.60 LBS PER CUBIC FOOT OF ACQ OR 0.31 LBS PER CUBIC FOOT OF CA-B BASED ON AWPA USE CATEGORY STANDARD O
GLB GLUE LAMINATED BEAM UC4B. FOR ABOVE GROUND, CONTINUOUSLY PROTECTED FROM LIQUID WATER APPLICATIONS(SILL PLATE)RETENTION OF H
GWB GYPSUM WALL BOARD 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA-13 OR 0.25 LBS PER CUBIC FOOT BASED ON AWPA a
S1.01 FOUNDATION PLAN • USE CATEGORY STANDARDS UC1, UC2. U
HDG HOT-DIP GALVANIZED S1.02 FRAMING PLANS • FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED MATERIAL SHALL BE IN ACCORDANCE WITH IBC SECTION w
HDR HEADER S1.02 ROOF FRAMING PLAN • 2304.10.5. TIMBER CONNECTORS/FASTENERS INCLUDING NUTS AND WASHERS IN CONTACT WITH PRESERVATIVE-TREATED
HF HEM-FIR MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY CONNECTORIFASTENER MANUFACTURER.
HORIZ HORIZONTAL
HSA HEADED STUD ANCHOR S4.01 SECTIONS • ALL LAMINATED VENEER LUMBER, ORIENTED STRAND LUMBER, GLUE LAMINATED LUMBER EXPOSED TO WEATHER AND
HSS HOLLOW STRUCTURAL SECTION SUBJECT TO DECAY, SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE MANUFACTURER'S
HT HEIGHT 54.02 BUILDING SECTION • RECOMMENDATIONS FOR PRESERVATIVE MATERIALS, RETENTION RATES AND END USE. LAMINATED TIMBERS SHALL BE
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ID INSIDE DIAMETER ALL TRIMMED SECTIONS, CUTS, DAPS OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER p
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NAPTHENATE, IN ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, SEE IBC SECTION 2304.11
INT INTERIOR FOR PROTECTION AGAINST DECAY AND TERMITES.
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