1606 SE EVERETT MALL WAY 2025 Plans 2025-11-04

STRUCTURAL REPAIR DRAWINGS SYMBOLS NOTES. FOR WEST WALL AND SOUTHWEST CORNER COLUMN LINE GRID INDICATOR GENERALSYMBOLS Project 1606 SE EVERETT MALL WAY & AND North ALPHABETIC IN SEQUENCE EVERETT,WA,98208 1606 SE EVERETT MALL WAY @ AT NORTH ARROW DRAWING LIST REVISION EVERETT,WASHINGTON,98208 A B COLUMN LINE ID CL CENTER LINE # NUMBER G000 DRAWING LIST,PROJECT SCOPE, 1 0 DIAMETER - DESIGN CRITERIA % PERCENT SO01 STRUCTURAL NOTES NUMERIC IN SEQUENCE = EQUAL TO I f REFERENCE 5101 KEY PLAN&FLOOR PLAN - 2 > GREATER THAN BOUNDARY &ELEVATIONS - < LESS THAN I S201 DETAILS - _> GREATER THAN OR EQUAL TO DETAIL DESIGNATION DOOR OPENING IDENTIFIER s LESS THAN OR EQUAL TO (NUMBER) � - 4 ODOOR ID rL PROPERTY LINE S103 DRAWING NUMBER OF (NUMBER) PER THE SHEET WHERE THE STATION EQUIPMENT DETAIL REFERENCE DETAIL IS SHOWN EQUIPMENT IDENTIFIER BREAKLINE DETAIL DESIGNATION ELEVATION POINT (NUMBER) OX EQUIPMENT ID ALIGN �/� 1 ST FLOOR PLAN VICINITY PLAN /, A U SCALE:1/8"=1-0' S AN/DETAILNAME �1�1 ABBREVIATIONS �SCALE � SCALE:NTS ROOM IDENTIFICATION ADDL ADDITIONAL PLAN/DETAIL IDENTIFIER XXXX ROOM NAME BTWN BETWEEN XXXX ROOM NUMBER DBL DOUBLE EA EACH SECTION DESIGNATION 1606 SE EVERETT MALL WAY EJ EXPANSION JOINT (LETTER) EVERETT,WASHINGTON,98208 E EXISTING S 03 DRAWING NUMBER OF WALL TYPE IDENTIFIER FV FIELD VERIFY BUILDING DATA THE SHEET WHERE THE IN INFORMATION NO. REVISED FOR: DATE(Y-M-D): ADDRESS: 1606 SE EVERETT MALL WAY WALL TYPE ID KSI KIPS PER INCH DETAIL IS SHOWN SUBJECT BLDG MAX MAXIMUM SECTION IDENTIFIER 1 EVERETT,WA,98208 MIN MINIMUM 2. PARCEL: 28-05-18-0040-05-00 WINDOW IDENTIFIER N NEW 3. NTS NOT TO SCALE 4. BUILDING AREA: 5310 SQ FT O WINDOW TYPE ID O.C. ON CENTER ELEVATION ORIENTATION 5 STORIES: 1 PL PLATE PSI POUNDS PER SQUARE INCH 1 s. YEAR BUILT: 1960 SLOPE IDENTIFIER PSF POUNDS PER SQUARE FOOT 5101 DRAWING NUMBER OF 7. USE GROUP: R '[ 1 PT PRESERVATIVE(PRESSURE)TREATED THE SHEET WHERE THE R&R REMOVE AND REPLACE EXTERIOR ELEVATION DETAIL IS SHOWN �� RIMKUS CONSTR.TYPE: VB 12 SLOPE ID REQD REQUIRED IDENTIFIER Or SIM SIMILAR RISK CATEGORY: II STL STEEL 1:12 TA TRIBUTARY AREA REVISION IDENTIFIER ELEVATION IDENTIFICATION DOWN OR UP TS TUBE STEEL 13900 ALTON PKWY SUITE 123 TYP TYPICAL T.O. I RVI N E,CA 92618 LINO UNLESS NOTED OTHERWISE &T 0" CHRISTINE.COSIP@RIMKUS.COM VIF VERIFY IN FIELD (800)580-3228 1(949)818-0404 SCHEMATIC SITE PLAN " W/ WITH SEAL SCALE:NTS WS WOOD SCREW Digitally Sipped �GKJ 110b Tol by:DERE J oF�Fwns op DESIGN CODE CRITERIA PROJECT SCOPE GENERAL NOTES HODSO o Z 1. CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS OF THE FOLLOWING CODES AND AMENDMENTS AS 1. THE INTENT OF THESE DRAWINGS IS TO REPAIR WESTERN END OF 1.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND Date:2025.03.21 y ADOPTED BY THE STATE OF WASHINGTON AND COUNTY OF SNOHOMISH: 2021 WASHINGTON STATE THE SOUTH EXTERIOR WALL,THE WESTERN EXTERIOR WALL AT ACCESSIBILITY PRIOR TO BEGINNING WORK.ANY DISCREPANCIES 18:09:06-07'00' �d455'585 BUILDING CODE AND 2021 WASHINGTON STATE EXISTING BUILDING CODE WITH LOCAL BUILDING CODE SOUTH CORNER AND THE STOREFRONT ON THE WEST SIDE OF FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT AMENDMENTS. BUILDING. ARCHITECT/ENGINEER.ANY NECESSARY ADJUSTMENTS SHALL BE Y MADE PER PROJECT ARCHITECT/ENGINEER'S WRITTEN DIRECTION 2. DESIGN LOAD CRITERIA: 2. THE DRAWINGS DETAIL THE SCOPE OF STRUCTURAL WORK. 2.ALL DESIGN CHANGES SHALL BE SUBMITTED IN WRITING FOR REVIEW NO. ISSUED FOR: DATE(Y-M-D): ROOF DEAD LOAD 15 PSF BY THE PROJECT ARCHITECT/ENGINEER 1. CONSTRUCTION 2025-03-20 ROOF LIVE LOAD 20 PSF GENERAL PROCEDURE 3.ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER 2. 1. PROVIDE TEMPORARY SHORING THE STOREFRONT AWNING, SCALED DIMENSIONS. DO NOT SCALE DRAWINGS 3 ROOF SNOW LOAD 20 PSF 4.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES ROOF TRUSSES,AND EXTERIOR WALLS AS REQUIRED FOR INVOLVED 4. WIND: REPAIR. 5.CONSTRUCTION DETAILS AND FEATURES SHOWN ON DRAWINGS ARE 5. BASIC WIND SPEED-3 SEC GUST(ULT) 110 MPH 2. REMOVE AND REPLACE THE STOREFRONT METAL GLAZING TYPICAL AND SHALL BE APPLIED GENERALLY THROUGHOUT THE 6. BASIC WIND SPEED-3 SEC GUST(ASD) 85 MPH SYSTEM. ENTIRE PROJECT AT SIMILAR CONDITIONS T 6.NOTES AND DETAILS LABELED AS TYPICAL,IF INCLUDED,SHALL BE PROJECT. TOPOGRAPHIC FACTOR(Kzt) 1.0 3. REMOVE AND REPLACE THE WESTERN EXTERIOR WALL'S USED UNLESS SPECIFIC NOTES AND DETAILS ARE SHOWN EXPOSURE CATEGORY "B" SOUTHERN END AND THE SOUTHERN EXTERIOR WALLS'S ELSEWHERE WHERE THEY ARE TO BE APPLIED STRUCTURAL REPAIR DRAWINGS ENCLOSURE CLASSIFICATION ENCLOSED EASTERN END PER PLAN. 7.ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE FOR WEST WALL GCpi +/-0.18 4. PATCH CONCRETE SLAB-ON-GRADE AS REQUIRED USING INSTALLED PER MANUFACTURERS WRITTEN/PRINTED AND SOUTHWEST CORNER RECOMMENDATIONS AND SPECIFICATIONS 1606 SE EVERETT MALL WAY INDUSTRY-STANDARD MEANS AND METHODS. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL EVERETT,WASHINGTON,98208 5. APPLY AND NON-STRUCTURAL ITEMS SUCH AS WALL FINISHES. REQUIRED PERMITS FOR THE PROPOSED WORK SEISMIC: 9.THE COORDINATION OF ALL REQUIRED BUILDING DEPARTMENT CLIENT: SEISMIC OCCUPANCY CATEGORY "II" INSPECTION IS THE RESPONSIBILITY OF THE CONTRACTOR.THE BLUSKY RESTORATION SEISMIC IMPORTANCE FACTOR(le) 1.0 CONTRACTOR SHALL MAKE EVERY EFFORT THROUGH PROPER AND CONTRACTORS,L.L.C. TIMELY NOTIFICATION TO ENSURE THE REPAIRS ARE COMPLETED 1000 SW 34TH ST RENTON,WA 9805 REDUNDANCY FACTOR,RHO(N-S) 1.0 WITH MINIMAL DELAY FOR INSPECTIONS REDUNDANCY FACTOR,RHO(E-W) 1.0 10. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL SHEET TITLE: MAPPED SPECTRAL RESPONSE ACCELERATIONS: BUILDING AUTHORITY,AT THE TIME THE BUILDING PERMIT IS DRAWING LIST, %=1.351g OBTAINED,WHETHER LETTERS OF CONSTRUCTION COMPLIANCE WILL PROJECT SCOPE, BE REQUESTED FROM THE ARCHITECT/STRUCTURAL ENGINEER.THE S,=0.479g CONTRACTOR SHALL NOTIFY THE ARCHITECT/STRUCTURAL DESIGN CRITERIA SITE CLASS "D" ENGINEER OF ALL SUCH REQUIREMENTS PRIOR TO THE START OF SPECTRAL RESPONSE COEFFICIENTS: CONSTRUCTION.FOUR DAY ADVANCE NOTICE SHALL BE GIVEN WHEN FOR CLIENTS SOLE USE PER GOVERNING CONTRACT REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE AND LIMITED TO APPLICABLE PROJECT.NO SDs=0.901g COMPLIANCE LETTER.THE GENERAL CONTRACTOR SHALL PROVIDE MODIFICATIONS OR REPRODUCTIONS WITHOUT SD1=0.581g COPIES OF ALL THIRD PARTY TESTING AND INSPECTION REPORTS TO WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. SEISMIC DESIGN CATEGORY "D" THE ARCHITECT/STRUCTURAL ENGINEER A MINIMUM OF ONE WEEK RESPONSE MODIFICATION FACTOR,R 6.5 PRIOR TO THE DATE THAT THE COMPLIANCE LETTERS ARE NEEDED PROJECT NO: 100292957 11. THE STRUCTURE HAS BEEN DESIGNED TO RESIST VERTICAL AND SEISMIC FORCE RESISTANCE SYSTEM: LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL DATE(Y-M-D): 2025-03-21 LIGHT-FRAME(WOOD)WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR ELEMENTS HAVE BEEN COMPLETED.STABILITY OF THE STRUCTURE SCALE: AS NOTED RESISTANCE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE DESIGNED BY: MK ANALYSIS PROCEDURE: CONTRACTOR.THIS RESPONSIBILITY INCLUDES,BUT IS NOT LIMITED TO JOB SITE SAFETY ERECTION MEANS,METHODS AND SEQUENCES. DRAWN BY: MK EQUIVALENT LATERAL FORCE TEMPORARY SHORING,FORMWORK AND BRACING AND USE OF SEISMIC RESPONSE COEFFICIENT(Cs) 0.139 EQUIPMENT AND CONSTRUCTION PROCEDURES CHECKED BY: JDM 12. ALL DIMENSIONS INDICATED ON DRAWINGS ARE APPROXIMATE. DRAWINGNO: CONTRACTOR TO FIELD VERIFY ^0 O O L City of Everett Permit Services EVERETT Reviewed for Permit 05/16/2025 V SHEET NO: 1 OF 4