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ARCHITECT
<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS OF
<br /> 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS.SHOULD CONFLICTS EXIST AB ANCHOR BOLT JBE JOIST BEARING ELEVATION
<br /> BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES,THE STRICTEST PROVISION SHALL GOVERN. ADD'L ADDITIONAL JT JOINT RECORD
<br /> 2. GOVERNING CODE: WASHINGTON BUILDING CODE 2021.BASED ON IBC 2021. ADJ ADJACENT JST JOIST
<br /> 3. SEE STRUCTURAL PLANS FOR DESIGN SOIL BEARING PRESSURE AND LIVE LOADS.LIVE LOADS REDUCED IN ACCORDANCE WITH THE AFF ABOVE FINISHED FLOOR K KIP(1000 POUNDS)
<br /> GOVERNING CODE,IF APPLICABLE. ANC ANCHOR KSF KIPS PER SQUARE FOOT
<br /> 4. ROOF SNOW LOAD: APPROX APPROXIMATELY L1T LATERAL A S. BUSH
<br /> B
<br /> GROUND SNOW LOAD(Pg) -15 PSF ARCH ARCHITECT(URAL) LBS,# POUNDS
<br /> SNOW EXPOSURE FACTOR(Ce) -15 PSF B,BOT BOTTOM LL LIVE LOAD
<br /> IMPORTANCE FACTOR(Is) -1.0 BRG BEARING LLH LONG LEG HORIZONTAL
<br /> THERMAL FACTOR(Ct) -1.0 BLDG BUILDING LLV LONG LEG VERTICAL
<br /> FLAT ROOF SNOW LOAD(Pf) -25 PSF(MINIMUM REQUIRED BY WASHINGTON BILK BLOCK LNTL LINTEL ns H a
<br /> BUILDING CODE) BLK'G BLOCKING LOC LOCATION -Im see owo re.:eeesoa..e
<br /> 5. WIND LOAD: BM BEAM LSH LONG SIDE HORIZONTAL
<br /> ULTIMATE DESIGN WIND SPEED(Vu(t) -98 MPH BS BOTH SIDES LSL LONG SLOTTED HOLES
<br /> NOMINAL WIND SPEED(Va,d) -76 MPH B PL BASE PLATE LSV LONG SIDE VERTICAL
<br /> RISK CATEGORY -II BTWN BETWEEN LVL LAMINATED VENEER LUMBER
<br /> EXPOSURE CATEGORY -EXPOSURE C CB CONCRETE BEAM LW LONG WAY
<br /> INTERNAL PRESSURE COEFFICIENT(G Cpt) -:0.18 C/C CENTER-TO-CENTER ,�t1A
<br /> MAS MASONRY N T,d
<br /> 6. SEISMIC LOAD: CE CONTINUOUS END MAX MAXIMUM O��pY w` i�,c%
<br /> RISK CATEGORY -II CFMF COLD FORMED,METAL FORMED MECH MECHANICAL Fe eta �p
<br /> IMPORTANCE FACTOR(le) -1.0 CJ CONTROL JOINT MEZZ MEZZANINE y
<br /> MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD(Ss) -1.229 CL CENTERLINE MIN MINIMUM
<br /> MAPPED SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIOD(51) -0.436 CLR CLEAR MPH MILES PER HOUR
<br /> SITE CCMU CONCRETE MASONRY UNITS MISC MISCELLANEOUS 2mDc4x5 ,
<br /> S ECTRALSRESPONSE PARAMETER AT SHORT PERIOD(SDs) -0.983 �FJCtsrEav'GS
<br /> COL COLUMN MTL METAL �n
<br /> SPECTRAL RESPONSE PARAMETER AT ONE-SECOND PERIOD(SDI) -O'436 CONC CONCRETE N/A NOT APPLICABLE AL
<br /> SEISMIC DESIGN CATEGORY -D CONN CONNECT(ION) NIC NOT IN CONTRACT
<br /> 7. MECHANICAL FRAMING LOADS,OPENINGS,AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR CONST CONSTRUCT(ION) NS NEAR SIDE 0 6/0 7/2024
<br /> BIDDING PURPOSES ONLY.CONTRACTOR SHALL OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING CONT CONTINUOUS(ATION) NTS NOT TO SCALE
<br /> WITH SUCH PORTION OF THE WORK.EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS TO BE BORNE BY CONTR CONTRACTOR OPNG OPENING
<br /> MECHANICAL CONTRACTOR.COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL DRAWINGS. CTR CENTER OPP OPPOSITE(HAND)
<br /> Name,Repist2tio,EKpimfion
<br /> 8. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED.IT IS SOLELY THE CW CURTAIN WALL OC ON CENTER
<br /> CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURES,ERECTION PROCEDURES AND SEQUENCES AND TO CY CUBIC YARDS OD OUTSIDE DIAMETER
<br /> ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.THIS INCLUDES THE ADDITION T DEL DOUBLE OF OUTSIDE FACE ��M B H
<br /> WHATEVER TEMPORARY BRACING,GUYS,TI TIE-DOWNS WHICH MIGHT BE NECESSARY.SUCH MATERIAL SHALL REMAIN THE DE DISCONTINUOUS END 0/0 ORIENTED STRAND
<br /> CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. DIET DETAIL OSB ORIENTED STRAND BOARD
<br /> 9. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL DIA,O DIAMETER OSL OUTSTANDING LEG STRUCTURAL ENGINEERING
<br /> PHASES OF CONSTRUCTION. DIAG DIAGONAL OVS OVERSIZE ROUND HOLES
<br /> 10. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING CONSTRUCTION AND DIM DIMENSION P/C PRECAST CONCRETE 1166 Dublin Road,Suite 200
<br /> EXISTING SERVICE ON THE SITE. DL DEAD LOAD PAF POWDER ACTUATED FASTENER(S)
<br /> 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF COLUMNS,WALLS,OPENINGS ETC.WITH THE DR DISTRIBUTION RIB PL PLATE Columbus,OH 43215-1038
<br /> ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK.DO NOT SCALE THESE DRAWINGS.USE DIMENSIONS. DWG DRAWING PLF POUNDS PER LINEAR FOOT 614-481-9800
<br /> CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN STRUCTURAL DRAWINGS AND DRAWINGS OF ANY OTHER DWL DOWEL PSI POUNDS PER SQUARE INCH
<br /> EA EACH PSF POUNDS PER SQUARE FOOT www.smbhinc.com
<br /> DISCIPLINE. EE EACH END PSL PARALLEL STRAND LUMBER Project No:123-011.020
<br /> 12. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURAL
<br /> FRAMING.
<br /> CONTRACTOR IS RESPONSIBLE FOR EF EACH FACE QTY QUANTITY
<br /> LIMITING THE AMOUNT OF CONSTRUCTION DEAD LOAD APPLIED TO THE STRUCTURAL FRAMING. EJ EXPANSION JOINT RD ROOF DRAIN
<br /> 13. IF EQUIPMENT SHIPPING OR OPERATING WEIGHT EXCEEDS VALUE SHOWN ON THESE DRAWINGS,DO NOT PLACE EQUIPMENT.NOTIFY STRUCTURAL ENGINEER AND ARCHITECT. EL ELEVATION REINF REINFORCE(ING)(ED)14. DO NOT MODIFY,ALTER OR REPAIR ANY STRUCTURAL MEMBER WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ELEV ELEVATOR REQ REQUIRE(MENTS)
<br /> ENGINEER. EMBED EMBEDDED(MENT) READ REQUIRED
<br /> 15. SHOP ENGR ENGINEER Sc SLIP-CRITICAL DRAWINGS SHALL BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO SUBMISSION TO STRUCTURAL ENGINEER. EOS EDGE OF SLAB SCHED SCHEDULE
<br /> STRUCTURAL STEEL FRAMING EQ EQUAL SHT SHEET
<br /> E-,EXTG EXISTING SIM SIMILAR
<br /> 1. SPECIFICATIONS AND STANDARDS: ES EACH SIDE SPEC SPECIFICATION(S)
<br /> UNLESS SPECIFICALLY SHOWN OTHERWISE,DESIGN,FABRICATION AND ERECTION SHALL BE GOVERNED BY EW EACH WAY SL SLOPE(D)
<br /> A. ANSUAISC 360-SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. EXP EXPANSION SP SPACE(S)(ED)
<br /> B. AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS,INCLUDING SUPPLEMENT 1. EXT EXTERIOR IQ SQUARE
<br /> C. AISC 303-CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. FAB FROM ADJACENT BEAM SS STAINLESS STEEL
<br /> D. AWS STANDARD WELDING SYMBOLS. FABR FABRICATE(OR) SSL SHORT SLOTTED HOLES
<br /> E. AWS D1.1 STRUCTURAL WELDING CODE-STEEL. FFE FINISHED FLOOR ELEVATION SSR SHEAR STUD RAIL
<br /> WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED,BY THE AWS STANDARD QUALIFICATION PROCEDURE,TO FIN FINISHED STIFF STIFFENER
<br /> PERFORM THE PARTICULAR TYPE OF WORK REQUIRED. FL FULL LENGTH STD STANDARD
<br /> F. RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. FLR FLOOR STL STEEL
<br /> 2. TESTING: FND FOUNDATION STRUCT STRUCTURE(AL)
<br /> A. WELDS:VISUAL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY ON ALL WELDS. INADEQUATE FOM FACE OF MASONRY SW SHORT WAY
<br /> WELDS SHALL BE STRENGTHENED OR CUT OUT AND REPLACED AS DIRECTED. FOS FACE OF STUD T TOP
<br /> B. STRUCTURAL STEEL:PROVIDE MILL REPORTS FOR PROPERLY IDENTIFIED MATERIALS ON REQUEST. FOV FACE OF VENEER T/ TOP OF
<br /> C. A325 AND A490 BOLTS:PROVIDE BOLT INSPECTION AS DETAILED IN SECTION 9 OF SPECIFICATIONS FOR STRUCTURAL JOINTS FOW FACE OF WALL TEMP TEMPERATURE,TEMPORARY
<br /> USING A325 OR A490 BOLTS. 5 FAR SIDE THD THREADED
<br /> 3. MATERIALS: FT FEET,FOOT THK THICK(NESS)
<br /> A. 'W'SHAPES:ASTM A992 Fy=50 KSI,ASTM A572 Fy=50 KSI FTG FOOTING T&B TOP AND BOTTOM
<br /> B. CHANNELS:ASTM A36. GA GAGE TOS TOP OF STEEL
<br /> C. ANGLES,PLATES AND BARS:ASTM A36. GALV GALVANIZED TYP TYPICAL
<br /> D. RECTANGULAR HOLLOW STRUCTURAL SECTIONS:ASTM A500 GR C,Fy=50 KSI,ASTM At 085,Fy=50 KSI GC GENERAL CONTRACTOR UN UNLESS NOTED
<br /> E. ROUND HOLLOW STRUCTURAL SECTIONS:ASTM A500,GR.C,Fy=46 KSI. GR GRADE UNO UNLESS NOTED OTHERWISE
<br /> F. WELDING ELECTRODES:AWS A5.1 OR A5.5 SERIES E70. GRTG GRATING V,VERT VERTICAL
<br /> G. BOLTS: ASTM A307. GEN GENERAL w/ WITH
<br /> H. ANCHOR RODS:ASTM F1554 GR.36. H,HORIZ HORIZONTAL WL WIND LOAD
<br /> I. PAINT AND PROTECTION-NONE EXCEPT AS NOTED BELOW: HD HEADED WWR WELDED WIRE REINFORCING
<br /> 1)INTERIOR MEMBERS EXPOSED TO VIEW IN THE FINISHED STRUCTURE-PRIME COAT,TOUCH UP AFTER ERECTION. HK HOOK WP WORKUNG)POINT
<br /> 2)MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE,SHELF ANGLES AND LINTELS IN EXTERIOR WALLS-GALVANIZED HS HIGH-STRENGTH XS EXTRA STRONG
<br /> PER ASTM A123 AFTER FABRICATION. ID INSIDE DIAMETER XX5 DOUBLE EXTRA STRONG
<br /> J. SHRINKAGE-RESISTANT GROUT:ASTM C1107,NON-METALLIC AGGREGATE,NON-CORROSIVE,NON-STAINING.FC=5,000 PSI IF INSIDE FACE
<br /> MIN, INT INTERIOR,INTERMEDIATE
<br /> 4. MISCELLANEOUS REQUIREMENTS:
<br /> A. UNLESS NOTED OTHERWISE,FIREPROOFING IS NOT SHOWN ON THE STRUCTURAL DRAWINGS.REFER TO ARCHITECTURAL
<br /> DRAWINGS FOR FIRE-RATING REQUIREMENTS,METHODS AND MATERIALS.
<br /> B. SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br /> ROUGH CARPENTRY
<br /> n
<br /> 1. SPECIFICATIONS AND STANDARDS:
<br /> A. DESIGN AND DETAILING OF CONNECTIONS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD
<br /> CONSTRUCTION RECOMMENDED PRACTICE BY THE AMERICAN FOREST AND PAPER ASSOCIATION.
<br /> 2. MATERIALS:
<br /> A. ONLY USE DIMENSIONAL LUMBER-DOUGLAS FIR#2 OR BETTER: E=1,600,000 PSI.Fb=900 PSI.Fv=180 P51. Fc=1350 P51.
<br /> B. NAILS:COMMON WIRE NAILS:ASTM F1667. UJ
<br /> C. STEEL CONNECTION MATERIALS:ASTM A36.
<br /> D. BOLTS:ASTM A307(SAE J429 Grade 1 EQUIV Fyb=45,000 PSI=Fy/2-Fu/2)WITH 2 WASHERS.
<br /> E. WOOD SCREWS:ASME B18.6.1.
<br /> F. LAG BOLTS:ASME B18.2.1. UJ
<br /> G. METAL FRAMING ANCHORS AND CONNECTORS:16 OR 18 GA.GALVANIZED STEEL(ASTM A653,G60)SIZED FOR FULL LOAD
<br /> CARRYING CAPACITY OF SUPPORTED MEMBER.NOMENCLATURE BASED ON ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE
<br /> CO.INC.
<br /> H. ALL SHEATHING TO HAVE EXTERIOR GLUE.
<br /> I. PRESERVATIVE TREATMENT LU
<br /> • AWPA U1.
<br /> • PRESSURE-TREAT ABOVE-GROUND ITEMS WITH WATER-BORNE PRESERVATIVES,CATEGORY UC3b. m t✓)
<br /> • PRESSURE-TREAT MEMBERS IN CONTACT WITH GROUND WITH WATER-BORNE PRESERVATIVES,CATEGORY UC4a. p
<br /> • STEEL FASTENERS AND CONNECTION MATERIALS IN CONTACT WITH PRESERVATIVE TREATED MATERIAL SHALL BE HOT-DIPPED 0 Lu
<br /> GALVANIZED PER ASTM At 53. LO
<br /> J. FIRE-RETARDANT TREATMENT Q f=Q
<br /> • COMPLY WITH AWPA U1.PROVIDE PRODUCTS WITH A FLAME SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM ()m
<br /> E84. O
<br /> a. INTERIOR APPLICATIONS: INTERIOR TYPE A.
<br /> 3. CONSTRb. UCTEON REQUIREMENTSRIOR EXPOSED LICATIONS:EXTERIOR TYPE. Q 0
<br /> LLJ
<br /> A. MAKE ALL CUTS TRUE AND SQUARE FOR FULL BEARING AT STRUCTURAL JOINTS. QLU
<br /> ME LU
<br /> Revisions/Submissions
<br /> ID Description Date
<br /> PERMITSET 06.07.2024
<br /> ®2024 JACOB S.BUSH
<br /> Project Number: 763298-01
<br /> Scale: AS NOTED
<br /> Drawn By: JH
<br /> Checked By: SF
<br /> Date: 06/07/2024
<br /> Issue:
<br /> Drawing Title:
<br /> GENERAL
<br /> NOTES
<br /> S0.00
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