Laserfiche WebLink
DESIGN CRITERIA <br />1. GOVERNING BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE <br />AMMENDMENTS <br />2. RISK CATEGORY............................................................................... <br />II <br />3. LIVE <br />ROOF............................................................................ <br />20 PSF <br />FLOOR........ .................................. ....................... ....:...... <br />40 PSF <br />4. SNOW <br />GROUND SNOW (P9) ....... ........ . .............. . _ ... <br />25 PSF <br />FLAT ROOF SNOW LOAD (Pf) ................. . ................. . .... . .......... . ..... <br />25 PSF <br />SLOPED ROOF SNOW (Ps) .................................................... . ...... <br />25 PSF <br />IMPORTANCE FACTOR................................................................. <br />1.0 <br />(SNOW BUILD-UP IN ACCORDANCE wd IBC) <br />5. MIND <br />BASIC WIND SPEED (3 SECOND GUST) ............. ................................... <br />98 MPH <br />EXPOSURE............................................................................. <br />B <br />6. SEISMIC <br />0.2 SEC. SPECTRAL RESPONSE ACCELERATION (Ss) ................ . . . . ...... . ........ . <br />1.194 <br />1.0 SEC. SPECTRAL RESPONSE ACCELERATION (S'I).................................... <br />0.424 <br />DESIGN SPECTRAL ACCELERATION (SDS) . .................................. . ..... . ... <br />0.955 <br />DESIGN SPECTRAL ACCELERATION (SDI) ........... .................................. <br />0.516 <br />SITE CLASSIFICATION.................................................... . .....0 (ASSUMED) <br />SEISMIC DESIGN CATEGORY .......... . ......... ....................................... _ _ <br />D <br />IMPORTANCEFACTOR ................................................ . ........... . <br />_ 1.0 <br />SEISMIC FORCE RESISTING SYSTEM (SFRS) <br />BUILDING, <br />ORDINARY MOMENT FRAME iilr°ITH UNLIMITED HEIGHT (PER ASCE 7-16 CHAPTER ER 15) <br />R...................................................................... 1.0 <br />DESIGN RESPONSE COEFFICIENT (Cs) ........... . .................... . ... <br />0.955 <br />SASE SHEAR(V)........................... .................... .............. ....... .....V=Cs* <br />ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE <br />WOO 1 ( ,& noI <br />FOUNDATION <br />FOUNDATIONS! USING THE CONVENTIONALPROVISIONS AND0 <br />PSF ALLOWABLE SOIL <br />BEARING PRESSURE <br />PER <br />IBC CH 18 FOUNDATIONS <br />ARE TO <br />BEAR <br />O :.. <br />UNDISTURBED SOIL. <br />2. CONTRACTOR WILL PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER SURFACE, GROUND <br />OR PA it ALL ABANDONED FOOTINGS,THAT <br />CONSTRUCTION! CONTRACTOR ' !' FOR DESIGN AND INSTALLATION <br />CRIBBING,OF ALL AND ! SAFELY RETAIN <br />METAL DECK <br />METAL D: ,A OR SPECIFICATIONS �'. <br />COMPOSITE2. :Or DECK SHALLBE VERCO TYPE OOR APPROVED Q <br />UNLESS NOTED OTHERWISE. SEE PLANS FOR TOTAL SLAB DEPTH REQUIRED. <br />3. ROOF r !. TYPE P . w OR APPROVED D <br />LAPS 2'-0" O.C. UNLESS OTHERWISE NOTED. PRE- APPROVED PROPRIETARY PUNCHES CAN BE USE <br />PER <br />THE SPECIFICATION. <br />4. UNLESS NOTED OTHERWISEPLAN,r:. .'fir MEMBERS <br />PUDDLEEFFECTIVE DIAMETER PUDDLE (FUSION) WELDS SPACED AT 12"ON CENTER. USE WELD WASHERS <br />ONLY IF RECOMMENDED BY MANUFACTURER. WELDED SHEAR STUDS ARE ACCEPTABLE IN LIEU OF <br />LD <br />5. WELDERS SHALL BE AWS-CERTIFIED FOR LIGHT -GAGE WELDING. <br />6. LAYOUT DECK SPANS ,! PROVIDE OF DECK. <br />INCH THICKNESS. <br />653 SS GRADE FOR 0.0180 INCH THROUGH <br />SPECIFICATIONS.2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT -GAGE STEEL FRAMING SHALL CONFORM <br />TO IBC SECTIONS 2209 AND 2210 AND AISI <br />3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, <br />ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER <br />INSTALLATION. <br />LIGHT-GAGE4INSTALL BRIDGING/BLOCKING IN y'ACCORDANCE <br />MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN IN THE DRAWINGS. <br />5. D LIGHT -GAGE STEEL FRAMINGCONNECTIONS, r DRILLING ARE <br />SPECIFIED. <br />CONFORM6. WELDS SHALL AWS SPECIFICATIONS.WELDERS SHALLBE r FOR LIGHT -GAGE <br />STEEL UNDER AWS SPECIFICATIONS. <br />7. DESIGNATIONS O:COLD—FORMED,r O THOSE DESCRIBED IN ICC-ES <br />EVALUATIONr : ESR-3064P OFTHEMETALSTUD ON, <br />8. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS OR, WHERE <br />MAKE IS GIVEN, SHALL BE RATED BY THEIR MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES <br />IN SHEAR AND TENSIOi.. AT O PUBLISHED !REPORT NO. 4943 <br />OF THE METAL ! MAN U FACTU RERS'ASSOCIATION FOR THE SCREW <br />SPECIFIED. <br />9. FOR EXTERIOR <br />STUDSx AT r NON-BEARNON-BEARING INTERIOR STUDS SEE ARCH. <br />Architecture m Interiors <br />MACKENZIE. <br />DRIVEN <br />CHent <br />Project <br />/O <br />2021 ALL RIGHTS RESERVED <br />DRAWINGSTHESE PROPERTY OF <br />MACKENZIE AND ARE NOTTO BE USED <br />fr REPRODUCED <br />WITHOUT PRIOR WRITTEN PERMISSION <br />REVISION SCHEDULE <br />i <br />Delta ( Issued As 1 Issue Date E <br />DRAWN BY: Author <br />CHECKED BY: Checker <br />SHEET <br />s <br />CONTACT INFORMATION <br />CONTACT: TOM KAY <br />EMAIL: TSK@mcknze.com <br />PHONE: (503) 224-9560 <br />1011 NO. <br />2200246.00 <br />Permit Set 2/24/2021— i <br />2125/2021 5:12:41 P <br />