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DESIGN CDDES AND LOADINQ: CONVENTIONAL STRUCTURAL LUMBER: STANDARD FRAMING REQUIREMENTS:
<br /> INTERNATIONAL BUILDING CODE(2021 EDITION) REFERENCE STANDARDS: PROVIDE A MINIMUM OF ONE TRIMMER STUD AND TWO KING STUDS AT ALL HEADERS,UNLESS NOTED
<br /> WASHINGTON STATE BUILDING CODE(2021 EDITION) - ANSI/AWC ND5-18'NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION' OTHERWISE. —
<br /> LIVE
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<br /> - AN51/AWC 5DPW5-21"SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC'
<br /> LOADS: PROVIDE A MINIMUM OF TWO BUNDLED TRIMMER STUDS AND TWO KING STUDS AT ALL BEAMS,UNLESS
<br /> 25 PSF-ROOF(PER AS BUILT) MATERIALS: NOTED OTHERWISE.
<br /> - WALL 5TUD5/TOP OR BOTTOM PLATES:DOUGLAS FIR-LARCH(D.F.)#1 OR BETTER
<br /> SNOW LOADS: - SILL PLATES IN CONTACT W/CONCRETE:P.T.DOUGLAS FIR-LARCH(D.F.)#1 OR BETTER INTERIOR BEARING WALLS ARE TO BE 2x4 AT 16 INCHES ON CENTER,UNLESS NOTED OTHERWISE.SEE
<br /> 25 P5F=ROOF SNOW LOAD - JOISTS:DOUGLAS FIR-LARCH(D.F.)#1 OR BETTER "MATERIALS"SECTION ABOVE FOR WOOD SPECIES SPECIFICATION FOR WALL STUDS.
<br /> WIND DESIGN: - POSTS AND BEAMS:DOUGLAS FIR-LARCH(D.F.)#1 OR BETTER
<br /> 98 MPH=V-BASIC DESIGN WIND SPEED EXTERIOR BEARING WALLS ARE TO BE 2x Ib INCHES ON CENTER,UNLESS NOTED OTHERWISE.SEE
<br /> GENGENERALREQUIREMENT�x 'MATERIALS"SECTION ABOVE FOR WOOD S SPECEC IES SPECIFICATION FOR WALL STUDS.
<br /> 76 MPH=VAsV V t 0.6),ALLOWABLE STRESS DE51GN WIND SPEED ALL STRUCTURAL LUMBER DIMENSIONS NOTED WITHIN THE STRUCTURAL PLANS ARE NOMINAL DIMENSIONS,
<br /> II=RI5K CATEGORY UNLESS NOTED OTHERWISE. ALL BEARING WALL STUDS ARE TO ALIGN UNDER FLOOR/ROOF FRAMING MEMBERS, I.E.JOISTS AND
<br /> B=EXPOSURE CATEGORY TRUSSES,UNLESS NOTED OTHERWISE. ©zmn sTrweucws corree comPum
<br /> 1.0=Kd-TOPOGRAPHIC FACTOR ALL LUMBER 5NALL HAVE A MAXIMUM MOISTURE CONTENT OF I9 PERCENT AT THE TIME OF INSTALLATION.
<br /> ± 0.85=GC,,-INTERNAL PRESSURE COEFFICIENT ALL WALL DOUBLE TOP PLATES ARE TO BE SPLICED PER THE"TYPICAL TOP PLATE SPLICE'DETAIL IN THE STARBUCKS®
<br /> ALL SILL PLATES ARE TO BEAR FULLY ON THE TOP OF FOUNDATION WALLS AND/OR SLABS.THE TOPS OF STRUCTURAL PLANS.
<br /> SEISMIC DESIGN: ALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL.5MOOT14 AND LEVEL IS APPLICABLE WHEN PROVIDE SOLID VERTICAL GRAIN BLOCKING BETWEEN ALL FLOOR PLATES WHERE P05T5 CONTINUE THRU 2401 UTAH AVENUE SOUTH
<br /> 1.197=5"-MAPPED SPECTRAL RESPONSE COEFFICIENT(SHORT PERIOD) THE MAXIMUM DEVIATION FROM GRADE 15+/-1/8'AND THE DEPRES51ON BETWEEN THE HIGH SPOTS 15 NOT FLOOR LINES. SEATTLE,WASHINGTON 98134
<br /> 0.426=SI-MAPPED SPECTRAL RESPONSE COEFFICIENT(1-5ECOND PERIOD) GREATER THAN 1/8'ALONG A 10 FOOT STRAIGHT EDGE.
<br /> OA58=Sm-DESIGN SPECTRAL RESPONSE COEFFICIENT(SHORT PERIOD) ALL LAMINATED MEMBERS SHALL BE FASTENED TOGETHER PER THE REQUIREMENTS SPECIFIED IN THE (206)318-1575
<br /> 0.426=5D1-MAPPED SPECTRAL RESPONSE COEFFICIENT(I-SECOND PERIOD) ALL NOTCHING/DRILLING OF JOISTS AND BEAMS SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE "MULTIPLE J015T CONNECTIONS'DETAIL. THESE DRAWINGS AND THE PROJECT MANUAL
<br /> C=SEISMIC 501L 51TE CLASS 'WOOD JOIST ALLOWABLE NOTCHES 6 BORED HOLES'DETAIL T
<br /> D SEISMIC CATEGORY ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> II = PROVIDE SIMPSON POST CAP HARDWARE,"PC'OR"LCE',CONNECTIONS AT ALL HEADER/BEAM TO TRIMMER SOLE PROPERTY OF STARBUCKS
<br /> 1.0=RISK CATEGORY
<br /> ALL NOTCHING/DRILLING OF STUDS SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE"WALL STUD STUD/P05T CONNECTIONS WHERE HEADER/BEAM SPANS ARE GREATER THAN 4'-0'. CORPORATION,WHICH IS THE OWNER OFTHE
<br /> =le-SEISMIC IMPORTANCE FACTOR ALLOWABLE NOTCHES 6 BORED HOLES'DETAIL COPYRIGHT IN THIS WORK.THEY SHALL NOT
<br /> SPECIAL INSPECTIONS: BE REPRODUCED(IN WHOLE OR IN PART),
<br /> NON-STRUCTURAL C FNT ALL NOTCHING/DRILLING OF TOP PLATES SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE"TOP GENERAL REQUIREMENTS' SHARED WITH THIRD PARTIES OR USED IN ANY
<br /> M C IC UNIT:ap=2.52.5,Rp=6.0, Ip=1.0 PLATES ALLOWABLE NOTCHES S BORED HOLES"DETAIL.
<br /> ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE IBC,CHAPTER 17, MANNER ON OTHER PROJECTS OR
<br /> EXTENSIONS TO THIS PROJECT WITHOUT THE
<br /> THE INTERNATIONAL BUILDING CODE(IBC)AND STANDARDS SHALL GOVERN ALL MATERIALS AND THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER OF RECORD REGARDING ANY NOTCH ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE IBC ARE REQUIRED.INSPECTIONS SPECIFIED IN THESE PRIOR WRITTEN CONSENT OF STARBUCKSING/ NOTES ARE IN ADDITION TO THESE INSPECTIONS. CORPORATION.THESE DRAWINGS AND
<br /> WORKMANSHIP. DRILLING FRAMING MEMBERS THAT IS NOT SPECIFICALLY DETAILED IN THE STRUCTURAL PLANS PRIOR TO SPECIFICATIONS ARE INTENDED TO EXPRESS
<br /> ANY MODIFICATION. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. DESIGN INTENT FOR A PROTOTYPICAL
<br /> ALL TEMPORARY SHORING OR BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.THE DRAWINGS PROVIDE FULL STORE(WHICH IS SUBJECT TO
<br /> LL DEPTH BLOCKING/BRIDGING BETWEEN ALL JOISTS AND RAFTERS OVER SUPPORTS.
<br /> REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. ANY WORK WHICH NAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR CHANGE ATANYTIME)AND DO NOT REFLECT
<br /> CONNECTION REQUIREMENTS: THE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. ACTUAL SITE CONDITIONS,NEITHER PARTY
<br /> THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION BUT TO INDICATE THE GENERAL SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
<br /> CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED,SIMILAR CONDITIONS SHALL BE USED MILD STEEL PLATE KA6HER5 ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT 114" THE OTHER(EXCEPT STATED ABOVE)UNTIL A
<br /> X 3"X 3"PLATE WASHERS SHALL BE PROVIDED AT SILL PLATES IN 4'WIDE WALLS AND I/4'X3"X4-1/2' WHERE SPECIFICALLY REQUIRED,CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WRITTEN AGREEMENT IS FULLY EXECUTED BY
<br /> AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. WASHERS AT 6'WIDE WALLS.PLATE WASHER MUST BE LOCATED SUCH THAT GAP TO PLYWOOD SHEATHING WORK.THIS MAT BE A REQUIREMENT OF THE BUILDING CODE/LOCAL JURISDICTION OR THE MANUFACTURER. BOTH PARTIES.
<br /> THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB 517E SAFETY AS WELL AS ALL MEANS,METHODS,AND DOES NOT EXCEED 1/2'. CAST IN PLACE HEADED BOLTS FOR SILL PLATES ARE TO BE TIED INTO THE THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL STARBUCKS TEMPLATE VERSION:12023.04.24
<br /> SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK.ALE HAS NO EXPERTISE IN NOR HAS BEEN REINFORCING 50 THAT THEY EXTEND PERPENDICULAR FROM SURFACE,DO NOT'WET SET'OR"STAB"BOLTS DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL.
<br /> RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS'SAFETY PRECAUTIONS AS THEY RELATE TO THE INTO PREVIOUSLY PLACED CONCRETE,
<br /> THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY ARCHITECT OF RECORD
<br /> CONSTRUCTION OF THIS PROJECT. ALL NAILING SHALL MEET THE REQUIREMENTS OF THE'MINIMUM WOOD NAILING SCHEDULE"IN THE
<br /> INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK IS TO BE PERFORMED UNLESS OTHER
<br /> IF ANY ERROR OR 0911551ON APPEARS IN THESE DRAWINGS,SPECIFICATIONS,OR OTHER DOCUMENTS,THE CONSTRUCTION DOCUMENTS,UNLESS NOTED OTHERWISE.ALL NAILS ARE TO BE'COMMON'(IOd NAIL DIAMETER CONDITIONS ARE AGREED UPON.
<br /> CONTRACTOR SHALL NOTIFY THE OWNER AND STRUCTURAL ENGINEER OF RECORD IN WRITING OF SUCH TO BE 0.148',I6d DIAMETER TO BE 0.162'). G R A P H I T E
<br /> OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK OR ACCEPT FULL RESPONSIBILITY FOR THE C05T REQUIREMENTS OF THE SPECIAL INSPECTOR:
<br /> TO RECTIFY SAME.VERIFY AND COORDINATE OPENINGS IN FLOORS,WALL5,AND ROOF WITH ARCHITECTURAL, ALL BOLTS SHALL BE ASTM A307 AND BE PROVIDED WITH STANDARD CUT WASHERS UNDER BOLT HEAD AND THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A LICENSED CIVIL ENGINEER OF THE
<br /> MECHANICAL,AND ELECTRICAL DRAWINGS. NUT.BOLT HOLE5 SHALL BE 1/32'TO 1/I6'LARGER THAN THE NOMINAL BOLT DIAMETER. GOVERNING LOCAL JURISDICTION. GRAPHITE DESIGN GROUP,LLC,ARCHITECTS
<br /> 1807 7TH AVENUE,SUITE 700
<br /> THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALL5,FINISHES AND DIMENSIONS.DIMS45ION5 ALL LAG AND WOOD SCREWS TO BE THREADED FULL LENGTH OF THE PORTION EMBEDDED INTO THE WOOD THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY SEATTLE,WA 98101
<br /> PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED B7 THE UNLESS SPECIFICALLY ALLOWED OTHERWISE WHEN THEY SHALL BE'FULL BODIED'LAGS ABOVE THE THREADS. OBSERVE ALL OF THE WORK REPORTED ON. (206)224-3335
<br /> ARCHITECTURAL DRAWINGS. FOR LAG SCREWS OVER 3/8'DIAMETER PROVIDE A PILOT HOLE APPROXIMATELY 65 PERCENT THE DIAMETER
<br /> OF THE LAG AT THE ROOT OF THE THREADED PORTION.ALL LAG AND WOOD SCREWS MUST BE'TURNED'FOR THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER.
<br /> WHERE'ENGINEER APPROVED ALTERNATE'15 SPECIFIED HEREIN,AN ALTERNATE PRODUCT OF EQUAL OR INSTALLATION DO NOT HAMMER INTO PLACE,PROVIDE A STANDARD CUT WASHER UNDER THE HEADS OF LAG ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR �ppVID
<br /> GREATER STRENGTH AND 51MILAR IN NATURE,DURABILITY,AND FORM MAY BE SUBMITTED WITH ADEQUATE SCREWS. CORRECTION;THEN,IF NOT CORRECTED,TO THE BUILDING DEPARTMENT AND ENGINEER. P
<br /> TECHNICAL DOCUMENTATION TO THE STRUCTURAL ENGINEER OF RECORD(EOR)FOR REVIEW.NO ALTERNATE ��of TNASh/
<br /> PRODUCTS MAY BE USED PRIOR TO THE APPROVAL OF THE EOR.ALTERNATE PRODUCTS THAT ARE ALL BOLTS/NUTS SHALL BE COUNTERSUNK INTO THE FACE OF NAILERS,UNLESS NOTED OTHERWISE. THE FINAL REPORT SHALL BE 51GNED B7 A LICENSED CIVIL ENGINEER OF THE GOVERNING LOCAL 1� Ncf
<br /> SUBMITTED WITHOUT ADEQUATE DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT JUR15DICTION AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS y
<br /> OF THE ORIGINALLY SPECIFIED PRODUCT WILL BE REJECTED. ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC.OR ENGINEER APPROVED AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC.
<br /> ALTERNATE.FOLLOW ALL MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. 4r
<br /> DRAWINGS ARE NOT TO BE SCALED. SPECIFIC SPECIAL INSPECTIONS REHIRED: O�(� 173
<br /> PRESERVATIVE TREATMENT(PT)REQUIREMENTS: - N/A ION
<br /> STRUT �20/2024
<br /> STRUT SYSTEMS COMPONENTS ALL LUMBER SPECIFIED ON PLAN AS P.T.AND ALL LUMBER ADJACENT TO OR WITHIN I INCH OF CONCRETE/ AL
<br /> APPROVED STRUT SYSTEMS: MASONRY OR WITHIN 6 INCHES OF EARTH SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. DISCLAIMER:
<br /> UNI5TRUT BY ATKORE INTERNATIONAL THESE DOCUMENTS AND THE DE51GN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY
<br /> - COOPER B-LINE METAL FRAMING CHANNELS ALL TREATED WOOD SHALL BE STAMPED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD WAY WITHOUT WRITTEN APPROVAL OF AUE.IT IS OUR INTENT THAT TH15 DESIGN MEETS THE NORMAL
<br /> ALTERNATES TO THE APPROVED STRUT SYSTEMS NOTED ABOVE MUST BE SUBMITTED TO THE ENGINEER FOR PRESERVERS ASSOCIATION(AWPA)OR AN ENGINEER APPROVED ALTERNATE. STANDARD OF CARE WITHIN THI5 INDUSTRY.NO OTHER WARRANTY IS PROVIDED OR IMPLIED.
<br /> REVIEW. ALL PRESERVATIVE TREATED LUMBER SHALL CONFORM TO AWPA U1.WHERE PRESERVATIVE TREATED LUMBER
<br /> 15 FIELD CUT,DRILLED OR MODIFIED IN A MANNER WHERE PENETRATION TO THE TREATED ZONE OCCURS,
<br /> STRUT SYSTEM MEMBERS SHALL BE MIN.12 GA.AND CONFORM TO A5TM AI011 55 GR.33 OR ASTM A653 GR. PRESERVATIVE TREATED LUMBER SHALL BE FIELD TREATED TO CONFORM WITH AWPA M4.
<br /> 33.SOLID MEMBERS SHALL BE USED UNLESS NOTED OTHERWISE WITHIN THE DRAWINGS.
<br /> BOLTS,SCREWS,LAGS AND NAILS PLACED IN PRESERVATIVE TREATED TIMBER SHALL BE HOT DIPPED
<br /> ALL STRUT SYSTEM FITTINGS SHALL MEET/EXCEED THE PHYSICAL REQUIREMENTS OF A5TM AI011 55 GRADE ZINC-COATED GALVANIZED STEEL OR 5TAINLE55 STEEL.ALL CONNECTORS IN CONTACT WITH PRESERVATIVE -T 33 AND CONFORM TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS:A575,A576,A36,A635,A105%OR TREATED LUMBER SHALL HAVE AS A MINIMUM ZINC COATED GALVANIZED STEEL PER ASTM A653 TYPE G165 2
<br /> A1046. OR EQUIVALENT. l�
<br /> FASTENERS SHALL CONFORM TO SAE J429 GR.2 PROOF LOAD OF 55 K51 AND A TENSILE LOAD OF 74 K51. FIRE RETARDANT TREATED(FRT)UUMBER REQUIREMENTS: r
<br /> BOLTS AND NUTS SHALL MEET UNIFIED SCREW THREAD STANDARD,ANSI ELI,COARSE SERIES(UNC)CLA55 ALL FIRE RETARDANT TREATED(FRT)LUMBER SHALL BE BY D-BLAZE(ESR-2645)OR AN ENGINEER O
<br /> 2.DESIGN BOLT/SET SCREW TORQUE SHALL MEET THE TORQUE REQUIREMENTS FOR BOLTS AND SET APPROVED ALTERNATE.THE STRUCTURAL DESIGN ACCOMMODATES THE FOLLOWING STRENGTH REDUCTION ��xx } O
<br /> SCREWS AS LISTED IN THE TABLE BELOW. FACTORS: W < �
<br /> DESIGN BOLT TORQUE COMPRE55ION PARALLEL TO GRAIN STRENGTH REDUCTION FACTOR,Fa 0.925 Do
<br /> - SHEAR STRENGTH REDUCTION FACTOR,Fv:0.985
<br /> BOLT SIZE REQUIRED TORQUE MAX TORQUE SHEAR
<br /> STRENGTH REDUCTION FACTOR,Ft:0.874 Q Q Q
<br /> 1/4'-20 6 FT/LB5 6 FT/LBS - MODULUS OF ELASTICITY REDUCTION FACTOR:E:1.00 v7 >
<br /> 5/I6'-IB II FT/LBS 15 FT/LB5 - BENDING STRENGTH REDUCTION FACTOR,Fb:0.972 LU O
<br /> 3/8'-I6 I9 FT/LB5 25 FT/LB5 FASTENERS/CONNECTIONS REDUCTION FACTOR:0.900 Q m
<br /> 1/2'-13 50 FT/CBS 70 FT/L85 Q
<br /> 5/6'-11 100 FT/LB5 125 FT/LBS ALL FRT LUMBER SHALL BE LABELED AS SPECIFIED IN IBC SECTION 2303.2.4 AND SHALL BEAR THE
<br /> zQ _ zLU
<br /> 3/4°-10 125 FT/CBS 135 FT/CBS IDENTIFICATION MARK OF AN APPROVED AGENCY IN ACCORDANCE WITH 18C SECTION 1703.5.
<br /> LU O U (]�
<br /> DESIGN SET SCREW TORQUE ALL FASTENERS INSTALLED IN FRT LUMBER SHALL BE HOT-DIPPED GALVANIZED OR 5TAINLE55 STEEL. 'O O' W
<br /> SET SCREW SIZE REQUIRED TORQUE MM
<br /> 1/4"-20 40 IWL85 d W 5- LLJ
<br /> 5/I6"-18 60 WILES CITY OF EVERETT
<br /> 1/2"-13 125 IN/L55 REVIEWED FOR PERMIT STORE#: 22817
<br /> 5/8'-II 250 IW1_85 GENERAL
<br /> C C (]T� C PROJECT#: 60007-039
<br /> G
<br /> 3/4'-10 4W N/LBS ENERAL ABBREVIATIONS: ISSUE DATE: 03/19M1024
<br /> 665 WILES ISSUE
<br /> A.B. ANCHOR BOLT CJ,C.J. CONTRACTUAL JOINT F.,E.J. EXPANSION JOINT GRD GRADE LVL MICROLLAM BEAM PT,P.T. PRESSURE TREATED TQG TONGUE AND GROOVE DESIGN MANAGER:
<br /> ABV. ABOVE CL CENTER LINE EMBED. EMBEDMENT GINS GYPSUM WALL MA5. MASONRY P/T P05T TENSIONED THR'D THREAD(ED) PRODUCTION DESIGNER:
<br /> ADD'L ADDITIONAL CLR CLEAR EL,ELEV. ELEVATION BOARD MAT'L MATERIAL OTT QUANTITY TJ TRU55 JOIST CHECKED BY:
<br /> ADJ. ADJACENT Cm CONC.MASONRY UNIT EN,E.N. EDGE NAIL HDR HEADER MB MACHINE BOLT REF. REFERENCE MACMILLAN
<br /> ALT. ALTERNATE COL. COLUMN ENG ENGINEER HF,N.F. HEM-FIR (A307) REINF. REINFORCEMENT TMPRY TEMPORARY
<br /> APPRX. APPROXIMATE CONIC. CONCRETE EQ EQUAL HGR HANGER MD MID-DEPTH REO'D REWIRED TN,T.N. TOE NAIL Revision Schedule
<br /> ARCH ARCHITECTURAL CONN. CONNECT(ION) ES,E.5. EACH SIDE HORZ. HORIZONTAL MRF MOMENT RESISTING RO,R.O. ROUGH OPENING T.O. TOP OF
<br /> @ AT COMET. CONSTRUCTION EXIST EXISTING H5B HIGH STRENGTH BOLT is,- Date B Description
<br /> FRAME 5CHD SCHEDULE TRANS. TRANSVERSE
<br /> SOT. BOTTOM CONE. CONTINUOUS EXT. EXTERIOR (A325 UNO) MFR MANUFACTURER SHT SHEET TYP. TYPICAL
<br /> BF,B.F. BRACED FRAME CTSK COUNTERSINK FIT FIN15H FLOOR ELEV. 14T HEIGHT MTL METAL SHTG SHEATHING UNO UNLESS OTHERWISE
<br /> BEL. BELOW d PENNY(NAILS) FAB. FABRICATION IF, I.F. INSIDE FACE (N) NEW MEMBER 51M. SIMILAR NOTED
<br /> BLDG BUILDING DET. DETAIL FND FOUNDATION INT, INTERIOR N5,N.S. NEAR 51DE 5KW 5KEW(ED) VERT. VERTICAL
<br /> BLKG BLOCKING DEL DOUBLE FIN. FIN15H(ED) JST J015T NT5 NOT TO SCALE 5OG SLAB ON GRADE VFY VERIFY
<br /> BN,B.N. BOUNDARY NAIL DF,D.F. DOUGLAS FIR FLG FLANGE JT JOINT OC,O.C. ON CENTER 5PC SPACING W/ WITH
<br /> BNDR7 BOUNDARY A,DIA. DIAMETER FUR FLOOR K KIPS(1,000 POUNDS) OF,O.F. OUT5IDE FACE 50. SQUARE WHS WELDED HEADED SHEET TITLE:
<br /> BM BEAM DIAG. DIAGONAL FN,F.N. FACE NAIL LAT. LATERAL OH OVER HANG 55 SELECT STRUCTURAL STUD GENERAL NOTES&
<br /> B.O. BOTTOM OF DIAPH. DIAPHRAGM FO,F.O. FACE OF LDGR LEDGER OPN'G OPENING STD STANDARD WP WORK POINT
<br /> BRDG BRIDGE(ING) do DITTO(DO OVER) FRM'G FRAMING LF LINEAL FEET ORNT ORIENTATE(ION) STGR STAGGER W5 WESTERN SERIES ABBREVIATIONS GENERAL
<br /> BEARING D DEPTH F5,F.5. FAR SIDE LLH LONG LEG HORIZ. PAR PARALLEL STIFF. STIFFENER WTS WELDED THREADED UE
<br /> B/W BETWEEN DWG DRAWING FTG FOOTING LLV LONG LEG VERTICAL p/C PRECAST CONCRETE STIR. STIRRUP STUD SCALE:AS SHOWN
<br /> CAM CAMBER(ED) DWL DOWEL GA GAGE L5 LAG SCREW PERP. PERPENDICULAR 5TL STEEL WWF WELDED WIRE FABRIC
<br /> CANT. CANTILEVERED) (E) EXISTING MEMBER GALV. GALVANIZED LSL TIMBER STRAND PL PLATE STRUC. STRUCTURE(AL) X-5TG EXTRA STRONG 13228 NE 20TH ST,SUITE 100 SHE NUMBER:
<br /> CG CENTER OF GRAVITY EA, EACH GB,G.B. GRADE BEAM BEAM PLYWD PLYWOOD SYM. SYMETRICAL XX-STG DOUBLE EXTRA BELLEVUE,WA cIW05
<br /> CIP CAST IN PLACE EF,E.F. EACH FACE GUS GLU-LAM.BEAM LT WT LIGHT WEIGHT PSL PARALLAM BEAM T TOP STRONG 425 614-0949/INFO@AU-ENG.COM S_001
<br /> JOB NO:24084
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