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GENERAL NOTES
<br /> THE GENERAL NOTES SUPPLMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.IF A
<br /> CONFLICT IS NOTED,CONTACT THE ENGINEER PRIOR TO ACONSTRUCTION. I ���
<br /> REFERENCETO CODES,RULESHE LATEST
<br /> PRINTED EDITION
<br /> OR REQUIREMENTS OF
<br /> REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE
<br /> OF SUBMISSION.
<br /> CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR YB Of Your Building
<br /> CHECKING DIMENSIONS,NOTIFIV THE OWNER AND ENGINEER OF ANY DISCREPANCY AND
<br /> RESOLVE CONFLICTS PRIOR TO CONSTRUCTION. MDKINSTRY Co,LLC
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS
<br /> ARE NOT SPECIFICALLY INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS INDICATED,
<br /> USE SIMILAR DETAIL OF CONSTRUCTION,SUBJECT TO REVIEW BY THE ENGINEER OF RECORD. SEATTLE:
<br /> THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.THE CONTRACTOR SHALL _ 5005 3RD AVENUE S
<br /> PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH PO BOX 24567
<br /> MEASURES SUCH MEASURES INCLUDE,BUT MAY NOT BE LIMITED TO:BRACING,SHORING AND SEATTLE,WA 98124
<br /> SEQUENCINGTO MAINTAIN STABILITY DURING CONSTRUCTION. 1$00-669-6223
<br /> INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE
<br /> PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY.CONTRACTOR SHALL REPORT —mckinstry.com
<br /> AN V DISCREPANCY TO THE OWNER AND ENGINEER OF RECORD,THE CONTRACTOR SHALL NOT RTU
<br /> DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE PRCIE-T.
<br /> ENGINEER. EVERETT DOT
<br /> THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT,SUPPORTS,AND SEISMIC (E)2X12 JolM®16-oc
<br /> RESTRAINTS PRIOR TO FABRICATION.IDENTIFICATION OF EXISTING UTILITIES THAT INTERFERE I I
<br /> WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR. RTU
<br /> CONTRACTOR TO NOTIFY THE ENGINEER FIELD CONDITIONS RESTRICT THE INSTALLATION OF
<br /> COMPONENTS OR RESTRAINTS SHOWN ON
<br /> THE DRAWINGS.
<br /> CONSTRUCTION TOLERANCES; REPLACEMENT
<br /> UNLESS NOTED OTHERWISE,STANDARD CONSTRUCTION TOLERANCES SHALL BE BASED 1 ROOF PARTIAL PLAN
<br /> ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117,
<br /> STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND SCALE:1/8"=V-0"
<br /> MATERIALS.ANY CONSTRUCTION TOLERANCES NOTED IN THE DRAWINGS OR SPECIFICATION
<br /> ARE TO BE CONSIDERED IN CONJUNCTION WITH THE STANDARD TOLERANCES AS INDICATED NOTES:
<br /> ABOVE,UNLESS SPECIFICALLY NOTED AS AN EXCEPTION TO,OR IN LIEU OF A STANDARD 1.IN)DENOTES"NEW";(E)DENOTES EXISTING.
<br /> TOLERANCE. 2.W DENOTES"HOLD DOWN'LOCATION;PROVIDE CONNECTION PER SKETCH.
<br /> 3.CONTRACTOR TO COORDINATE LOCATION OF NEW MECHANICAL UNIT WITH MECHANICAL DRAWINGS.
<br /> SCOPE
<br /> MCKINSTRY'S STRUCTURAL SCOPE IS LIMITED TO THE REPLACEMENT OF THE 709 N. BROADWAY AVE
<br /> CURRENT RTU WITH THE NEW RTU AND THE CONFIRMING OF THE EXISTING
<br /> STRUCTURE.THE WEIGHT OF THE INCOMING RTU IS 635#INCLUDING THE OVERSIZED EVERETT, WA 98201
<br /> CURB THE UNIT RESTS ON. (N)MECH UNIT PER
<br /> SCHEDULE
<br /> DESIGN CRITERIA
<br /> CONSULTANTS'.
<br /> CODES:IBC 2018 WITH WASHINGTON AMENDMENTS,ASCE 7-16,NOS
<br /> DEAD LOADS:
<br /> (N)WT=635#LXWXH=61"X 4T'x42-112" ------ PL&SCREW PER NOTE
<br /> (E)ROOFING MATERIAL:W=10 PSF
<br /> LIVE LOADS:
<br /> ROOF LIVE LOAD=20 PSF
<br /> SNOW LOADS: ——————— (N)ADAPTERCURB
<br /> P9=25 PSF \\
<br /> s=1.0
<br /> SEISMIC LOADS: \
<br /> P-1 0.85g DESIGN SHORT PORTAN E FACTOR
<br /> Ip=1.0 SEISMIC IMPORTANCE FACTOR ='I
<br /> WIND LOADS: (N)I5)tl4'O SCREW AT
<br /> EAC
<br /> V3SEC=110MPH III MIN.
<br /> LLATI2
<br /> NFIAT 12
<br /> EX =C 'OC(TYP)
<br /> W=1.0
<br /> HT=13'AT ROOF (E)UNIT CURB
<br /> (E)4 PLV BUILT UP ROOFING
<br /> (E)Sl4'SHEATHING
<br /> WOAD
<br /> FRAMING LUMBER SHALL BE KILN DRIED OR MC-19 AND GRADED-KED PER WCLB STANDARD
<br /> GRADING RULES FOR WEST COAST LUMBER.CONTRACTOR TO PROVIDE THE MINIMUM (E)2X12 JOIST @ 16-DC
<br /> STANDARDS AS FOLLOWS:
<br /> JOISTS(2X MEMBERS)OOUG FIR#2(FB=900 PSI,FV=180 PSI,E=1600 KSI) 2 CONNECTION DETAIL
<br /> JOISTS(3X MEMBERS):DOUG FIR#1(FB=1WO PSI,FV=180 PSI,E=1700 KSI) SCALE:NTS
<br /> BEAMS&STRINGERS:DOUG FIR#1(FB=1350 PSI,FV=170 PSI,E=IWO KSI)
<br /> POSTS(4X MEMBERS):HEM FIR#1(FC=1000 PSI,E=1600 KSI) NOTE:
<br /> POSTS(6X MEMBERS):DOUG FIR#1(FC=1350 PSI,E=1500 KSI) 1.IF RTU IS NOT FASTENED TO ADAPTER CURB,PROVIDE PL 14GAx
<br /> STUDS,PLATES,&MISC:DOUG FIR#2(FB=900 PSI,MIN) 6x0-8",GALV AT EA CORNER;FASTEN WITH(4)-1l4"0 TOP&
<br /> BOT,(8)SCREWS MIN,TYP.
<br /> MISCELLANEOUS
<br /> REFER TO ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL,OR OTHER DRAWINGS FOR
<br /> DIMENSIONS NOT SHOWN,INCLUDING INFORMATION SUCH AS:SIZE AND LOCATION OF
<br /> CURBS,EQUIPMENT HOUSEKEEPING PADS,WALL AND FLOOR OPENINGS,BLOCK OUTS,
<br /> FLOOR DEPRESSIONS,SUMPS,DRAINS.ANCHOR BOLTS,EMBEDDED ITEMS,ARCHITECTURAL
<br /> TREATMENT,ETC.CONTRACTOR TO COORDINATE DIMENSIONS AND RESOLVE
<br /> DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION.
<br /> v�tSECTION
<br /> SECTION NUMBER PSHEET NUMBER
<br /> -- � EXPIRES: 1 11-24
<br /> NAT..
<br /> DETAIL s,MIORIGINALONHLEATMCKINBTRY
<br /> 4 DETAIL NUMBER
<br /> SHEET NUMBER I GRID LINES REGISTNAT-
<br /> ELEVATION
<br /> NORTH ARROW
<br /> 3—ELEVATION NUMBER
<br /> sI —SHEET NUMBER FUTURE CONSTRUCTION;
<br /> ARCHITECTURAL PROFILE
<br /> EL TOP OF FLOOR EXISTING ELEMENTS
<br /> ELEVATION FUTURE ELEMENTS
<br /> 153VE5:
<br /> NO DATE DESCRIPTION
<br /> ]118I22 PERMITSET
<br /> EARTH �/S2O1_A _ MATCHLINE
<br /> 1/S-201-B
<br /> MISCELLANEOUS SYMBOLS
<br /> DESIGNED: RE
<br /> DRAWN. RE
<br /> CHECKED: JWG
<br /> JOB NO 122224
<br /> SHEETTITLE:
<br /> GENERAL NOTES,
<br /> PARTIAL PLAN
<br /> AND CONNECTION
<br /> DETAIL
<br /> SHEET NUMBER:
<br /> S-001
<br />
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