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STRUCTURAL ABBREVIATIONS MMAX MISCMUM ELLANEOUS CHANNEL STRUCTURAL DRAWING SYMBOLS /� /'� �\ ke S,`trQ,GD PROFFss
• # NUMBER OR POUNDS MECH MECHANICAL SCOPE OF WORK O�!•'■ E COPY 'Q' "�51043 Fp a
MF MOMENT FRAME a ^1 THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE ■ V
AB ANCHOR BOLT MFR MANUFACTURER ,......1 DETAIL REFERENCE REPLACEMENT AND REPAIR OF THE EXTERIOR WALL THAT - E '� IG TALLY SIGNED
ACI AMERICAN CONCRETE INSTITUTE MEP MECHANICAL,ELECTRICAL,PLUMBINGSUSTAINED DAMAGE.BASED ON THE LIMITED DAMAGE TO — _ `r L90REGON o
ADDL ADDITIONAL MIN MINIMUM THE BUILDING,WORK IS ONLY REQUIRED FOR THE REPAIR TIthiarr �� Rv zs '"e
ADJ ADJACENT MIR MIRROR OF THE DAMAGED FRAMING AND THE REMAINING BUILDING /C' ��
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL MISC MISCELLANEOUS (� ('.(l (ter, �}'/'�'�1 R. WP
MSA MASONRY SCREW ANCHOR MAY REMAIN AS IS PER OSSC 3404.1.BUILDING WILL BE RE VI j D FOR CODE CO'M.L' CE-I j --,\\�
AFF ABOVE FINISH FLOORS A DETAIL SECTION CUT OCCUPIED THROUGH CONSTRUCTION PHASE,METHODS OF - I
AISCLTAMERICAN INSTITUTE OF STEEL CONSTRUCTION (EXPIRES: 06-30-202 21
®i EGRESS WILL NOT BE IMPEDED DURING CONSTRUCTION.
ALT ALTERNATE (N) NEW THIS IS A REPAIR PROJECT TO RETURN THE BUILDING TO ITS A���t*y/�
ALUM ALUMINUM NIC NOT IN CONTRACT PRE DAMAGED CONDITION ONLY;NO ADDITIONS WILL BE •�•w .
APA AMERICAN PLYWOOD ASSOCIATION NOM NOMINAL MADE TO THE FOOTPRINT OR PROFILE OF THE EXISTING
ARCH ARCHITECTURAL NTE NOT TO EXCEED OTC: r I
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NTS NOT TO SCALE BUILDING OR WALL BUILDING. `
SECTION CUT
A ASSEMBLY ®i BUILDING CODE EDITION I:ATRTR ALL THREAD ROD OD ON CENTER Permit ALL: -�
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AWS AMERICAN WELDING SOCIETY OPP OPPOSITE
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BF BRACED FRAME PAF POWER-ACTUATED FASTENER 1996 MILLER
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BM BLOCKING PCF POUNDS PER CUBIC FOOT • • RECEIVED
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BM BEAM PERP PERPENDICULAR # REVISION SYMBOL a _ ENGINEERS
BN BOUNDARY NAIL PJP PARTIAL JOINT PENETRATION BUSINESS/B(NO CHANGE) y • Date:�}--)9 ,Z)
BOT BOTTOM PL PLATE 9600 SW Oak St 1 Suite 400
BRBF BUCKLING RESTRAINED BRACED FRAME PLF POUNDS PER LINEAL FOOT NUMBER OF STORIES I Portland,OR 197223
BRNG BEARING PLYWD PLYWOOD ) Q AREA OF,WORK - al 503.246.1250 miller-se.com
BSMT BASEMENT PSI POUNDS PER SQUARE INCH I SEE-S1.01 APR 1 3 2022
BTWN BETWEEN PSF POUNDS PER SQUARE FOOT GRID LINES 1 STORY(NO CHANGE) 2
BU BUILT-UP PT PRESSURE TREATED OR POST TENSIONED BUILDING AREA ., iii/o/ (� I/'�Q
PVC POLYVINYL CHLORIDE i 7n,�' —- CITY OF I I1a'•RD
C CAMBER OR CHANNEL(AMERICAN STANDARD) E I BUILDING DIVISION
CANT CANTILEVER QTY QUANTITY 4,455 SOFT(NO CHANGE) C!)
CIP CAST IN PLACE ROTATE VIEW SYMBOL
CG CENTER OF GRAVITY RAD RADIUS CONSTRUCTION TYPE
CGS CENTER OF GRAVITY OF(PRESTRESSING)STEEL REF REFERENCE N V-B(NO CHANGE) 10'-0'
CJ CONTROL OR CONSTRUCTION JOINT RAD REFERENCE ARCH DOCUMENTS
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CJP COMPLETE JOINT PENETRATION REINF REINFORCING FIRE SPRINKLERS
CL CENTERLINE READ REQUIRED NORTH ARROW AR
CLG CEILING REV REVISED,REVISIONElb YES(NO CHANGE) p�`q,-y '. ��,J ®� �'
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DBL DOUBLE STL STEEL OF ERRORS. OSSC _
DBO DESIGNED BY OTHERS SQ SQUARE C 105.4 SW HAMPTON STREET U,
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DIM DIMENSION TRANS TRANSVERSE DENOTES PLYWOOD N U c LLI W
DIST DISTANCE TYP TYPICAL SHEAR(SEESCPANEL SCHEDULE)
DENOTES HOLDOWNTYPE(SEESCHEDULE) , SITE PLANI U W O
DL DEAD LOAD (SEE SCHEDULE)
DN DOWN UNO UNLESS NOTED OTHERWISE
DTL DETAIL URM UNREINFORCED MASONRY �, DENOTES „-20, O Q W
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DWG DRAWING UT ULTRASONIC TEST STRAP(AS 40ILI _ _c
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FT FEET 2 91276E SSk7 68th Ayer
FTG FOOTING w EXTENT OF r� ,r�I�/�T r� : ISSUE DATE: 04.04.22
SHEET DRAWING TITLE - Portland•OR 97223 d 4
GA GAUGE FRAMING
GALV GALVANIZED 50.01 COVER SHEET • RiIC r*r14E—,a;�O,F i
S0.02 STRUCTURAL NOTES • 4lirt A t 0
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LLBB LONG LEGS BACK TO BACK � -� (CONTINUOUS)
LLH LONG LEG HORIZONTAL
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STRUCTURAL NOTES: GENERAL NOTES c'�'" PROFFSf
ALL SHEATHING SHALL BE APA RATED GROUP 1,EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT STANDARDS DOCUMENT PSI AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE DOCUMENT PS2. *""+G E4,
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PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE SHEATHING SCHEDULE ADIGl7AL SIGNATURE WATERMARK ON
CONDITIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE THICKNESS APA GRADE SPAN RATING SHEET S0.01 INDICATES THIS SHEET IS PART
PROJECT.THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL OF AN ELECTRONALLYSIGNED DOCUMENT
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 19/32'(5/8"NOMINAL) SHEATHING 40/20 'P/15/32'(12'NOMINAL) SHEATHING 32/16 F'y 2
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CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. 23/32"(3/4"NOMINAL) SHEATHING 48/24 R. WPC-
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLESS OTHERWISE SPECIFICALLY NOTED,THEY 1 1/8' SHEATHING 48/24
DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, (EXPIRES: 06-30-2022I
DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND PROPERTY DURING UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER,PROVIDE A MINIMUM GAP OF 1/8'BETWEEN ALL SHEATHING PANELS.ALL
CONSTRUCTION.THE CONTRACTOR SHALL,AT THEIR OWN EXPENSE,ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND FLOOR SHEATHING TO BE TONGUE AND GROOVE.GLUE ALL FLOOR SHEATHING WITH STRUCTURAL ADHESIVE,3M-5200 OR EQUIVALENT.AT
HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR ALL SUPPORTS.ALL SHEATHED WALLS AND/OR SHEAR WALLS SHALL HAVE 2X BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE.
IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE
MANNER AT THE CONTRACTORS EXPENSE. WOOD FRAMING FASTENING SCHEDULE ft
ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE NOTED ON THE DRAWINGS.THE
THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN.MILLER FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE:
CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS NAIL SCHEDULE Mb
ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. NAIL(ALL NAILS ARE COMMON) SIZE LENGTH(UNO)
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY 6D 0.113 INCH DIA.WITH MIN HEAD DIA.17/64 IN 2 INCHES
UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 8D 0.131 IN DIA.WITH MIN HEAD DIA.9/32 IN 2'AINCHES M I L L E R
NON-STRUCTURAL PORTIONS OF PROJECT INCLUDING,BUT NOT LIMITED TO,PLUMBING,FIRE SUPPRESSION,ELECTRICAL,MECHANICAL, 10D 0.148 IN DIA.WITH MIN HEAD DIA.5/16 IN. 3 INCHES CONSULTING
LAND USE,SITE PLANNING,EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE 12D 0.148 INCH DIA.WITH MIN HEAD DIA.5/16 IN. 3'/.INCHES
PROVIDED BY OTHERS. 16D 0.162 INCH DIA.WITH MIN HEAD DIA.11/32 IN. 3''A INCHES ENGINEERS
TEMPORARY SHORING STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER.NAILS AND STAPLES SHALL NOT BE OVERDRIVEN. 9600 SW Oak St I Suite 400
WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORING SYSTEM THAT PREVENTS Portland,OR 197223
SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECTS PERSONNEL,THE PUBLIC AND THE BUILDING AS REQUIRED.THE WOOD FRAMING FASTENING SCHEDULE 503.246.1250 I miller-se.com
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROTECTING STREETS,WALKWAYS,UTILITIES,IMPROVEMENTS AND EXCAVATION AGAINST TYPICAL CONNECTION(UNO) FASTENERS
LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SHORING BOT PL TO DECKING/JOISTS(FACE NAIL) 16D AT 8"O.C.
SYSTEM CLEAR WITHOUT OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED.[SHOP DRAWINGS BOT PL/TOP PL TO STUDS(END NAIL) (2)16D AT 2X4,(3)16D AT 2X6
FOR SHORING,BRACING AND UNDERPINNING ARE REQUIRED TO BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD.] BOT PL/TOP PL TO STUDS(TOE NAIL-ALTERNATE) (4)8D
BOT PL/TOP PL TO COLUMN(TOE NAIL) (6)10D AT 4°WALL,(8)10D AT 6'WALL
BUILDING CODE BUILT-UP DBL STUDS(FACE NAIL) 10D AT 8"O.C.STAGGERED
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2018 DBL TOP PL(FACE NAIL) 10D AT 12'O.C.STAGGERED
INTERNATIONAL BUILDING CODE(IBC),INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE. DBL TOP PL SPLICES(FACE NAIL) (14)10D EA SIDE OF JOINT
DBL TOP PL CORNERS/INTERSECTIONS(FACE NAIL) (4)10D STAGGEREDCK
STRUCTURAL DESIGN CRITERIA CONTINUOUS HDRS TO STUDS(TOE NAIL) (4)10D
LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS[NOT]USED.DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON TOP PL TO HDRS(FACE NAIL) i6D AT 10'O.C.
JOIST TO DEL TOP PL/SILL PL(TOE NAIL) (4)10D
STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE DESIGN REQUIREMENTS: BLOCKING TO STUDS(TOE NAIL) (2)10D ^
JOISTS TO BLOCKING(END NAIL) (3)16D 11 (n
STRUCTURAL DESIGN CRITERIA "(6)16D AT 4X6/4X8
RISK CATEGORY I II STUDS TO HORS(END NAIL) (8)16D AT 4X10/4X12' W
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SUPERIMPOSED DEAD LOAD(EXCLUDING STRUCTURAL FRAME SELF WEIGHT) ROOF TRUSS BOT CHORD TO DEL TOP PL SIMPSON H2 5A
ROOF(TOTAL INCLUDING ROOFING/CEILING) 15 PSF NAIL-LAMINATED BEAMS(FACE NAIL) 16D AT 8"O.C.STAGGERED W/(3)16D AT EA.END w
FLOOR(TOTAL INCLUDING FLOORING/CEILING) 15 PSF BLOCKING TO TRUSSES/JOISTS(TOE NAIL) (4)10D
WALLS 8 PSF JOIST LAP SPLICES OVER DBL TOP PL(FACE NAIL) (4)10D / 1 (n
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ROOF SNOW LOAD 10D GALV OR RING SHANK.AT 6'O.C.AT ALL
DESIGN ROOF SNOW LOAD 25 PSF FLOORS SUPPORTED PANEL EDGES AND FLOOR PERIMETER Z
SNOW DRIFTING AS NOTED ON PLANS(IF OCCURS) AND 12"D.C.AT ALL INTERMEDIATE SUPPORTS
WALLS 8D AT 6'O.C.AT ALL PANEL EDGES AND AT 12"O.C.AT
IMPORTANCE FACTOR Is=1.0 ALL INTERMEDIATE FRAMING MEMBERS cC
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ALL STRUCTURAL GRADES WOOD SHALL BE PER TYPICAL WOOD FRAMING SCHEDULE UNLESS NOTED OTHERWISE.ALL WOOD PLATES IN
CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED UNLESS NOTED OTHERWISE.ALL COLUMNS SHALL HAVE SOLID
BLOCKING FOR THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW.COLUMNS SHALL ALIGN THROUGH ALL FLOORS TO THE
FOUNDATION.ALL SAWN LUMBER SHALL HAVE A MOISTURE CONTENT LESS THAN 19%(S-DRY)PRIOR TO INSTALLATION OF NON-STRUCTURAL COPYRIGHT 2022
COMPONENTS. Miller Consulting Engineers,Inc.
TYPICAL WOOD FRAMING SCHEDULE(UNO) LINE IS 2 INCHES
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MEMBER MIN GRADE (IF NOT 2'-SCALE ACCORDINGLY)
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BEAMS DF/L#1 DRAWN BY: BCH
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BOT PL/TOP PL DF/L#2
STUDS DF/L#2 MCE PROJECT NO: 220282
BUILT-UP STUD PACKS DF/L#2
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ONLY BE USED WITH PRIOR APPROVAL BY THE ENGINEER OF RECORD.
ALL BOLT HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS.BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1/32"TO A
MAXIMUM OF 1/16"LARGER THAN THE BOLT.ALL LAG SCREWS SHALL HAVE PILOT HOLES AS PER LAG SCREW LEAD HOLE SCHEDULE.REFER
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