525 112TH ST SE 2024 Plans 2024-08-02

. 4 STRUCTURAL REPAIR FOR g _ ;° SYMBOLS NOTES: WOODBROOK APARTMENTS ' i,� - COLUMN LINE GRID INDICATOR GENERAL SYMBOLS Project 525112TH ST SE & AND North C7 x. a ALPHABETIC IN SEQUENCE EVERETT,WA 98028 ti'> �r '. AT NORTH ARROW C) DRAWING LIST REVISION DRAWING LIST REVISION - COLUMN UNE ID Q. CENTER LINE " -1 G000 DRAWING LIST,PROJECT SCOPE, - I - # NUMBER (p T DESIGN CRITERIA •g+� r e � 1 0 DIAMETER -'f S001 STRUCTURAL NOTES - 'T1 % PERCENT REFERENCE 3 ® co s. ♦ WOODBROOK EQUAL TO 5101 PARTIAL FLOOR PLAN AND SECTION- • A - NUMERIC IN SEQUENCE _ ALL APARTMENTS BOUNDARY .-r S501 SCHEDULES AND DETAILS O ' GREATER THAN ^.) 5601 FASTENER SCHEDULE -C " < LESS THAN DETAIL DESIGNATION co m DOOR OPENING IDENTIFIER GREATER THAN OR EQUAL TO CD "° (NUMBER) -S - S LESS THAN OR EQUAL TO ` <_ m O r�• 1O DOOR ID It. PROPERTY LINENIP DRAWING NUMBER OF N 1 _ (NUMBER) PER THE SHEET WHERE THE n- •is - - STATION EQUIPMENT DETAIL REFERENCE DETAIL IS SHOWN CD I • EQUIPMENT IDENTIFIER BREAKLINE DETAIL DESIGNATION cn ' ELEVATION POINT O EQUIPMENT ID ALIGN d 1ST FLOOR P'r AWN (NUMBER) ---1 _,SCALE.v ` `S^=r-D" PLAN/DETAIL NAME ."�• O VICINITY PLAN " XXXX ROOM IDENTIFICATION ROOM NAME ABBREVIATIONS SCALE 1 SCALE:NTS ADOLBTWN BETWEEN PLAN/DETAIL IDENTIFIER { i- I ROOM NUMBER DBL DOUBLE EA EACH SECTION DESIGNATION 04. ti ow ,xy, EJ EXPANSION JOINT - �'' ; E EXISTING NM Ai (LETTER) BUILDING DATA '" .: ' if WALL TYPE IDENTIFIER FV FIELD VERIFY T DRAWING NUMBER OF >t - IN INFORMATION ` 11 THE SHEET WHERE THE z&.: XX WALL TYPE ID DETAIL IS SHOWN NO. REVISED FOR: DATE(Y-M-D): ADDRESS: 525 112TH ST SOUTHEAST ❑ KSI KIPS PER INCH PARCEL: 28051900301800 "- . _ T MAX MAXIMUM SECTION IDENTIFIER 1 • STORIES: 3 `ditZ �. MIN MINIMUM 2. t n- I ' WINDOW IDENTIFIER N NEW 3_ � R - NTS NOT TO SCALE USE GROUP: R r' ! r a_ APPROXIMATE O.C. ON CENTER ELEVATION ORIENTATION .i LOCATION Q WINDOW TYPE ID CONSTR.TYPE: VB OF PROPERTY LINE PSI POUNDS PER SQUARE INCH PL PLATE d RISK CATEGORY: II - was: _N SLOPE IDENTIFIER PSF POUNDS PER SQUARE FOOT IZILW DRAWING NUMBER OF 7. _ - PT PRESERVATIVE(PRESSURE)TREATED THE SHEET WHERE THE ... 1 R&R REMOVE AND REPLACE IDENTIFIER EXTERIOR ELEVATION DETAIL IS SHOWN � R I M KU S READ REQUIRED IDENTIFIER AREA OF WORK PER Or ~SLOPE ID SIM SIMILAR -' STL STEEL _, S101 1:12 TA TRIBUTARY AREA REVISION IDENTIFIER ELEVATION IDENTIFICATION■ ��-�-DOWN OR UP "" `�"'^ ,.�.....e- aRuaP�71�:.,. `� �� TS TUBE STEEL 16932 WOODINVILLE REDMOND RD NE,#A105 UNO UNLESS NOTED OTHERWISE 1Q 66 T.O. WOODINVILLE,WA98072 VIF VERIFY IN FIELD Y 0-0 DHODSON�RIMKUS.COM O SCHEMATIC SITE PLAN 0 WS WOO SEAL D SCREW 2 SCALE:NTS Q0 _q(,AI$g0�4, DESIGN CODE CRITERIA PROJECT SCOPE GENERAL NOTES f % 1.CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS OF THE FOLLOWING CODES AND AMENDMENTS AS 1.THE INTENT OF THESE DRAWINGS IS TO REPAIR DAMAGED 1.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND 4«4 ADOPTED BY THE STATE OF WASHINGTON AND CITY OF EVERETT:2021 WASHINGTON STATE BUILDING STRUCTURAL ROOF AND WALL FRAMING MEMBERS AS A RESULT ACCESSIBILITY PRIOR TO BEGINNING WORK.ANY DISCREPANCIES Office of Community,Planning&Economic Developmc- CODE(IBC)WITH LOCAL BUILDING CODE AMENDMENTS,2021 WASHINGTON STATE EXISTING BUILDING OF FIRE DAMAGE TO THE BUILDING. FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT CODE(IEBC). ARCHITECT/ENGINEER.ANY NECESSARY ADJUSTMENTS SHALL BE PLANNING DEPARTMENT -<^-� - 2.THE DRAWINGS DETAIL THE SCOPE OF STRUCTURAL WORK. MADE PER PROJECT ARCHITECT/ENGINEER'S WRITTEN DIRECTION 2. DESIGN LOAD CRITERIA: 2.ALL DESIGN CHANGES SHALL BE SUBMITTED IN WRITING FOR REVIEW NO. ISSUED FOR. DATE -M-DI. 3.THERE ARE NO ADDITIONS OR RECONFIGURATIONS OF THE BY THE PROJECT ARCHITECT/ENGINEER ROOF DEAD LOAD 15 PSF FLOOR PLAN. 1 - 1. ISSUE FOR PERMIT 2024.1-5 3.ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER lt(Z,p ROOF LIVE LOAD 20 PSF \WANT E; V_. DATE 4.THE INTERIOR AND EXTERIOR FINISHES WILL BE DEMOLISHED SCALED DIMENSIONS. DO NOT SCALE DRAWINGS This pp rov a I only-TO-plies f ROOF SNOW LOAD 25 PSF3. AND REPLACED WITH LIKE KIND MATERIALS 4.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED4. WIND: 5.CONSTRUCTION DETAILS AND FEATURES SHOWN ON DRAWINGS AREBASIC WIND SPEED-3 SEC GUST(ULT) 115 the work being performed under S. BASIC WIND SPEED-3 SEC GUST(ASD) 90 MPHH TYPICAL AND SHALL BE ENTIRE PROJECT AT SIMILAR I CONDITIONSED GENERALLY THROUGHOUT THE Permit # B 24O .-0�5 S7. 6.NOTES AND DETAILS LABELED AS TYPICAL,IF INCLUDED,SHALL BE PROJECT'TOPOGRAPHIC FACTOR(Kzt) 1.0 EXPOSURE CATEGORY •B^ USED UNLESS SPECIFIC NOTES AND DETAILS ARE SHOWN and does not recognize any ELSEWHERE WHERE THEY ARE TO BE APPLIED .7 y STRUCTURAL REPAIR FOR ENCLOSURE CLASSIFICATION CLOSED 7 ALL TALLEDRIA S MANLS ORO CALLEED FOR ON/THESE E PLANS SHALL BE existing structure that may not WOODBROOK APARTMENTS 525 112TH ST SOUTHEAST SEISMIC: RECOMMENDATIONS AND SPECIFICATIONS EVERETT,WA 98208 SEISMIC OCCUPANCY CATEGORY "II" 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE PROPOSED WORK meet Zoning Code. SEISMIC IMPORTANCE FACTOR(le) 1.0 9.THE COORDINATION OF ALL REQUIRED BUILDING DEPARTMENT CLIENT. REDUNDANCY FACTOR,RHO(N-S) 1.0 INSPECTION IS THE RESPONSIBILITY OF THE CONTRACTOR.THE CUSHMAN AND WAKEFIELD REDUNDANCY FACTOR,RHO(E•VV) 1.0 CONTRACTOR SHALL MAKE EVERY EFFORT THROUGH PROPER AND 11235 SE 6TH ST SUITE 200 MAPPED SPECTRAL RESPONSE ACCELERATIONS: TIMELY NOTIFICATION TO ENSURE THE REPAIRS ARE COMPLETED BELLEVUE,WA 98004 WITH MINIMAL DELAY FOR INSPECTIONS Ss=1.263 10.THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL - SHEET TITLE. SI=0.443 BUILDING AUTHORITY,AT THE TIME THE BUILDING PERMIT IS DRAWING LIST, OBTAINED,WHETHER LETTERS OF CONSTRUCTION COMPLIANCE WILL PROJECT SCOPE, SITE CLASS 'D' BE REQUESTED FROM THE ARCHITECT/STRUCTURAL ENGINEER.THE SPECTRAL RESPONSE COEFFICIENTS: CONTRACTOR SHALL NOTIFY THE ARCHITECT/STRUCTURAL DESIGN CRITERIA Sds=0.953g ENGINEER OF ALL SUCH REQUIREMENTS PRIOR TO THE START OF Sd1=0.553g CONSTRUCTION.FOUR DAY ADVANCE NOTICE SHALL BE GIVEN WHEN FOR CLIENTS SOLE USE PER GOVERNING CONTRACT SEISMIC DESIGN CATEGORY ^p^ REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE AND LIMITED TO APPLICABLE PROJECT.NO COMPLIANCE LETTER.THE GENERAL CONTRACTOR SHALL PROVIDE MODIFICATIONS OR REPRODUCTIONS WITHOUT RESPONSE MODIFICATION FACTOR,R 6.5 COPIES OF ALL THIRD PARTY TESTING AND INSPECTION REPORTS TO WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY SEISMIC FORCE RESISTANCE SYSTEM: LIGHT FRAME WOOD SHEATHED WALLS THE ARCHITECT/STRUCTURAL ENGINEER A MINIMUM OF ONE WEEK RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. PROCEDURE: EQUIVALENT LATERAL FORCE PRIOR TO THE DATE THAT THE COMPLIANCE LETTERS ARE NEEDED PROJECT NO: 100239362 SEISMIC RESPONSE COEFFICIENT(Cs) 0.147 11.THE STRUCTURE HAS BEEN DESIGNED TO RESIST VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL DATE 0''M-DI' 2024-01-5 ELEMENTS HAVE BEEN COMPLETED.STABILITY OF THE STRUCTURE SCALE AS NOTED PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE '� `� /� ('� (1 1.-�_ CONTRACTOR.JSIE THIS ERECTION ILITY INCLUDES,BUT IS NOT ENCEp DESIGNED BY RIMKUS J \Tv`-��l U 1 TO JOB SITE SAFETY ERECTION MEANS,METHODS AND SEQUENCES. D�'�RY DJH ~t, TEMPORARY SHORING,FORMWORK AND BRACING AND USE OF CHECKED BY EQUIPMENT AND CONSTRUCTION PROCEDURES - RJD 12.ALL DIMENSIONS INDICATED ON DRAWINGS ARE APPROXIMATE. TRADING NO. 0O0 CONTRACTOR TO FIELD VERIFY - MAR 18 2024 � SHEET NO CITY OF EVERETT Permit Services