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GENERAL NOTES <br /> (E)STUD WALL CODE: INTERNATIONAL BUILDING CODE,2021 EDITION G.OAS <br /> US 2-1 00051 62-54 STUDS �I N� 9 <br /> w/60OT150-54 TRACK 362S162-54x2'-O" 2-10ODS200-54 STUDS BUILDING RISK CATEGORY oNE yyy <br /> w/#8 SCREWS ® 18"o.c. w/2-#10SCREWS w/800T200-54 TRACK 2-1000S200-54 LIVE LOADS: <br /> EACH STUD 8 SCREWS ® 18"o.c. <br /> w/# STUDS w/TRACK UNIFORM LOADS: <br /> (E)CEILING 2-1000S200-54 LOCATION LIVE LOAD REDUCIBLE <br /> STUDS w/TRACK (E)CEILING CEILING FLOOR 100 PSF YES f�SrONAAL L LENG`,Iy, <br /> Z—--— —�—i PER ARCH. ROOF 25 PSF(SNOW) NO <br /> +8-0 WIND DESIGN INFORMATION: <br /> � �+8'-0" _ __ WIND LOADS ON THE MAIN WIND-FORCERESISTINGSYSTEM(MWFRS)WASDETERMINED Digitally signed <br /> 80OS250-54 STUD 1 USING THE ENVELOPE PROCEDURE. <br /> W/800T200-54 TRACK 80OS250-54 STUD D John Headland <br /> w/#8 SCREWS 0 18"o.c. w/SOOT200-54 TRACK WIND V10 1.00 MPH �d1.00 MPH <br /> TBOOS250-54 EXPOSURE`B" A=1.0o Date:2024.11.05 <br /> GLAZING STUD w/TRACK w/#8 SCREWS ® 18"o.c. 800S250-54 q ^^11^^11 p� <br /> STUD w/TRACK SEISMIC DESIGN INFORMATION: 16:22:34-0000' <br /> PER ARCH. V2x2xl6GA. CLIP STUD WALL PER ARCH. <br /> w 6- 10 SCREWS 2x2x16GA. CLIP 5I-41117% SD9=0.94 <br /> / # FINISH PER ARCH. STUD WALL 5E1=103% SD1=0.594 <br /> 6005162-54 PER ARCH. 60OS162-54 SITE SOH,CLASS=D <br /> GLAZING & 600T150-54 (E)GYPCRETE <br /> PER ARCH. (E)3�/q" BEARING AT (E)WALL ON 3/a" PLYWOOD & 60OT150-54 SEISMIC DESIGN CATEGORY=D <br /> BEARING AT (E)WALL <br /> (E)GYPCRETE STEM WALL (E)GYPCRETE (E)GYPCRETE LIGHT GAGE STEEL FRAMING: 4 <br /> ON 3/y' PLYWOOD ON PLYWOOD ALL GALVANIZED 97,68 AND 54 MIL.STUDS,TRACK BRIDGING AND ACCESSORIES SHALL BE S <br /> r ION PLYWOOD FORMED FROM STEEL THAT CONFORMS TO ASTM A1003,GRADE 50 TYPE H,WITH A MINIMUM 01 r r�04j <br /> -- YIELD OF 50,000 PSI. <br /> ALL GALVANIZED 43 AND 33 MIL.STUDS,TRACK BRIDGING AND ACCESSORIES SHALL BE <br /> FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A1003,GRADE U W a E <br /> x x 33 TYPE IL ROM A MINIMUM YIELD OF 33,000 PSI. <br /> WALL ALL GALVANIZED STUDS,TRACK,BRIDGING AND ACCESSORIES SHALL BE FORMED FROM 13 <br /> v E <br /> STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A1003. 'emu <br /> III,II a c <br /> (E)FLOOR SPECIAL INSPECTIONS: <br /> JOIST (E)FLOOR SPECIAL INSPECTIONS PER IBC SECTION 1705.A COPY OF ALL INSPECTION REPORTS AND c <br /> (E)STUD JOIST TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING <br /> WALL (E)FLOOR DEPARTMENT,SHUTLER CONSULTING ENGINEERS,THE OWNER AND THE ARCHITECT BY THE <br /> (E)FLOOR JOIST (TYP.) TESTING AGENCY FOR REVIEW.THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING 2 <br /> JOIST AGENCY APPROVED BY THE BUILDING DEPARTMENT.THE FOLLOWING INSPECTIONS SHALL O a m n <br /> BE PROVIDED AS A MINIMUM;ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING <br /> 1 1 DEPARTMENT SHALL ALSO BE PERFORMED.JOB SITE VISITS BY THE ENGINEER DO NOT <br /> CONSTITSECTION A- 1 .0 SECTION B- 1 .0 SECTION C-1 .0 SECTION D-1 .0 SPECIAL CONDITIONS, <br /> IONS,AL INSPECTION. <br /> SPECIAL.CONDITIONS: <br /> SCALE: 3/a"=1'-0" SCALE: SCALE: 3/a"=1'-O" THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.DURING <br /> CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,BRACING,AND <br /> GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL,STATE,AND LOCAL zo <br /> CODES.CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. F <br /> OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES.SEE ARCHITECTURAL a_ <br /> DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS,FLOOR AND <br /> WALL FINISHES,ETC. N w <br /> O <br /> 0 <br /> w r <br /> K N <br /> r r <br /> z t <br /> w <br /> 41 <br /> r a <br /> a <br /> F <br /> � o <br /> d <br /> Cl) <br /> O U) <br /> A/ N J <br /> LL � <br /> ui <br /> o J Z W <br /> OPEN EXISTING CONFERENCE ROOM OPEN LLI m 0, 0 <br /> a� 3= Oo � Z U) <br /> W1: Z <br /> EXISTING w = w Q O <br /> GLAZING <br /> D-1.0 <br /> STUD WALL N LU <br /> C-1.0 PER ARCH. elf w c <br /> - BELOW W Z M Of W <br /> EXISTING of <br /> ELEVATOR w O <br /> Z <br /> J <br /> F EXISTING '� <br /> OPEN OFFICE \— —— <br /> w <br /> Lu <br /> Z <br /> X WALL TYR ENGINEER: JH <br /> c <br /> \ <br /> A-1.0 / \ <br /> CHECKED BY: JH <br /> (E)HDR <br /> 8 (TYP.) B-1. EXISTING STAIR DATE: 4-29-2024 <br /> w3 OPENING BELOW <br /> JOB No.: 19-01.13U <br /> a <br /> SHEET No.: <br /> ffi N PARTIAL CEILING PLAN <br /> sVERI EXISTING <br /> S1 . 0 <br /> NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. <br /> NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. <br /> 1 OF 1 <br /> 9 <br /> - L City of Everett Permit Services <br /> EVERETT Reviewed for Permit 01/09/2025 <br />