Loading...
APPROVED BLD BLD2022-0727+DEMO_Plan+6.3.2022_3.01.12_PM+2911454ABBREVIATIONS ABV ABOVE F.O. FACE OF (CONC,FTG,ETC) PJP PARTIAL JOINT PENETRATION AFF ABOVE FINISH FLOOR FN FIELD NAILING PEN PENETRATION ADDL ADDITIONAL FIN FINISH d PENNY AGGR AGGREGATE FF FINISH FLOOR PERP PERPENDICULAR ALT ALTERNATE FLR FLOOR PC PIECE AB ANCHOR BOLT FT FOOT/FEET PL PLATE & AND FTG FOOTING PLUMB PLUMBING L ANGLE FDN FOUNDATION PLYWD PLYWOOD ARCH ARCHITECT/URAL FRMG FRAMING LBS POUNDS @ AT PSF POUNDS PER SQUARE FOOT GA GAGE PSI POUNDS PER SQUARE INCH BM BEAM GALV GALVANIZED PDF POWDER DRIVEN FASTENER BLW BELOW GT GIRDER TRUSS PT PRESSURE TREATED BTWN BETWEEN GLB GLU-LAM PROJ PROJECTION BLK BLOCK GR GRADE BLKG BLOCKING GYP GYPSUM R RADIUS BOT BOTTOM RWL RAIN WATER LEADER B.O. _ BOTTOM OF HGR HANGER REINF REINFORCE/ING/MENT/D BN BOUNDARY NAILING HWS HEADED WELDED STUD (R) REPLACE BRCG BRACING HDR HEADER REQD REQUIRED BLDG BUILDING HT HEIGHT RF ROOF HSB HIGH STRENGTH BOLTS RO ROUGH OPENING CBC CALIFORNIA BUILDING CODE HD HOLDOWN C CAMBER HSS HOLLOW STRUCTURAL CIP CAST IN PLACE SECTION SECT SECTION CLG CEILING HORIZ HORIZONTAL SHTG SHEATHING CL CENTER LINE HOG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS CTR CENTER SIM SIMILAR C CHANNEL INFO INFORMATION Si SLAB JOINT CLR CLEAR ID INSIDE DIAMETER SPCG SPACING COL COLUMN INT INTERIOR SQ SQUARE CJP COMPLETE JOINT PENETRATION STAG STAGGER/ED CONC CONCRETE JT JOINT STD STANDARD CMU CONCRETE MASONRY UNIT JST JOIST STL STEEL CTUP CONCRETE TILT -UP PANEL JH JOIST HANGER STIF STIFFENER CONN CONNECTION STRUCT STRUCTURE/AL CJ CONSTRUCTION/COLD JOINT KSI KIPS PER SQUARE INCH SP STRUCTURAL PLYWOOD CONT CONTINUOUS CONTR CONTRACTOR LS LAG SCREW THK THICK CRC CALIFORNIA RESIDENTIAL CODE LWC LIGHT WEIGHT THIRD THREADED CSK COUNTERSINK CONCRETE THRU THROUGH LONGIT LONGITUDINAL TN TOE NAIL DIAG DIAGONAL LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE DS DIAGONAL SHEATHING LLV LONG LEG VERTICAL T&B TOP AND BOTTOM O DIAMETER TFJH TOP FLANGE JOIST HANGER DIM DIMENSION MB MACHINE BOLT T.O._ TOP OF (CONC, FTG, ETC) DBL DOUBLE MFR MANUFACTURE/D/ING/R TRAN TRANSVERSE DF DOUGLAS FIR MAX MAXIMUM TYP TYPICAL MECH MECHANICAL DN DWGS DOWN DRAWINGS MTL METAL LION UNLESS OTHERWISE NOTED MIN MINIMUM VERT VERTICAL EA EACH NA NEUTRAL AXIS EF EACH FACE (N) NEW WT WEIGHT EW EACH WAY NC NO CAMBER WWF WELDED WIRE FABRIC E.O. EDGE OF NOM NOMINAL W/ WITH ELEC ELECTRIC/AL NTS NOT SCALE WS WOOD SCREW ELEV ELEVATION # R/POUNDS NUMBER/POUNDS WP WORK POINT EMBED EMBEDMENT EN END NAIL EQ EQUAL OC ON CENTER E EQUIP EQUIPMENT OPNG OPENING E (EJ EXISTING OPH OPPOSITE HAND EXPANSION JOINT OD OUTSIDE DIAMETER EXT EXTERIOR OV/ OVER SYMBOL LEGEND SHEET NUMBERING SYSTEM: DETAIL & ELEVATION CALLOUT: DISCIPLINE DESIGNATION 1 INDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3 S0.2 DRAWING TYPE DESIGNATION SECTION OR ELEVATION INDICATING THAT S2 Z DETAIL 1 WILL BE FOUND ON SHEET S0.1 . S0.1 ARROW INDICATES VIEWING DIRECTION 1 SHEET NUMBER BEYOND ZERO MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER: WORK POINT, CONTROL A GRID AT FACE OF FRAMING POINT OR DATUM MATERIAL LEGEND (DA--- GRID AT CENTER OF FRAMING INDICATES A CONTINUOUS WOOD MEMBER IN SECTION. INDICATES PLYWOOD INDICATES SOLID WOOD INDICATES METAL BLOCKING IN SECTION. � / INDICATES UNDISTURBED EARTH \\� _ INDICATES SAND OR GROUT _ (STUCCO FINISH @ ELEVATIONS) INDICATES COMPACTED EARTH INDICATES NEW CONCRETE p� a INDICATES GRAVEL/ ooDa AGGREGATE BASE INDICATES EXISTING CONCRETE THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET. 13 9 5 1 14 10 6 2 15 11 7 3 16 12 8 4 DETAILS a� U_ D A E B F C BUILDING SECTIONS AND WALL FRAMING ELEVATIONS PLUM TREE PLAZA FIRE DAMAGE DEMOLITION PLAN GENERAL NOTES 1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK. THEY SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED OTHERWISE ON NEW PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT OF THE "SAFETY STANDARD FOR CONSTRUCTION WORK" ISSUED BY THE STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACING AND SHORING REQUIRED. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. 7. (N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT. 8. DO NOT SCALE DRAWINGS. 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. 11. SMOKE REMEDIATION BY OTHERS. DEMOLITION NOTES 1. ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION. 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION. 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. 5. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS. 8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION COORDINATION CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND AS -BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON- REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL ALTERATIONS DUE TO NON -COORDINATED FIELD CONDITIONS. APPLICABLE BUILDING CODES 2018 INTERNATIONAL BUILDING CODE (IBC) Approved by Fire 06/16/2022 APKA 1. All reasonable precautions will need to be taken to keep the public from entering the demolition area. 2. If area has a construction fence around it, a Knox padlock will need to be purchased to allow Fire Department access during demo and construction. DESIGN PROFESSIONAL INFORMATION SACRAMENTO OFFICE: 428 J STREET SUITE 500 SACRAMENTO, CA 95814 (916)418-9100 OAKLAND OFFICE: 1300 CLAY STREET 9TH FLOOR OAKLAND, CA 94612 (510)272-9040 ARCHITECTURAL DEGENKOLB ENGINEERS SAN FRANCISCO OFFICE: 375 BEALE STREET SUITE 500 SAN FRANCISCO, CA 94105 (415)392-6952 LOS ANGELES OFFICE: 300 SOUTH GRAND AVENUE SUITE 3850 LOS ANGELES, CA 90071 (213) 596-5000 DESIGN CRITERIA OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE CLIMATE ZONE SEATTLE OFFICE: 600 UNIVERSITY STREET SUITE 720 SEATTLE, WA 98101 (206)262-9240 SAN DIEGO OFFICE: 225 BROADWAY SUITE 1325 SAN DIEGO, CA 92101 (619) 515-0299 GROUP B TYPE III-B (NON-SPRINKLERED) 4C 220th St 5W s� g Swedish Edmonds ii, ampus�- . r WinCo Foods Dick s Drive-in Bolling Point 220thstsw 22315 Hwy 99, Edmonds, WA 9BO26 Yua Rame- ranee !f 228th St SW 228th Sr SAN WhirlyBall �- PROJECT LOCATION A LOCATION MAP NORTH PROJECT INFORMATION zµ� 1. DEAD LOADS: A. ROOF 15PSF PROPERTY ADDRESS BUILDING OWNER B. CEILING 10 PSF 22315 HIGHWAY 99, CAPITAL EQUITY FUND LLC 2. LIVE LOADS: EDMONDS, WA 98026 22315 HIGHWAY 99, A. ROOF 20 PSF (REDUCIBLE) A.P.N. 270429-003-027-00 EDMONDS, WA 98026 3. A. A. DESIGN BASIC W BASIC WIND SPEED (V„it) 97 MPH (USD) BUILDING INFORMATION LOT COVERAGE B. RISK CATEGORY II C. D. EXPOSURE CATEGORY INTERNAL PRESSURE COEFF (GCp;) B ±0.18 EXISTING FIRST FLOOR AREA = 19,379 SQ FT LOT AREA = 74,488 SQ FT E. WALL COMPONENTS & CLADDING +10 PSF/-13 PSF (Z4)/-16 PSF (Z5) TOTAL BUILDING AREA = 19,379 SQ FT F. ROOF COMPONENTS & CLADDING +10 PSF/-14 PSF (Z2)/-22 PSF (Z3) 4. SEISMIC DESIGN CRITERIA: A. OCCUPANCY RISK CATEGORY II B. C. IMPORTANCE FACTOR (Is) SEISMIC DESIGN CATEGORY 1.0 D SCOPE OF WORK D. SITE CLASS D (DEFAULT) E. Ss = 1.279g S, = 0.450g SDs = 1.023g SDI = N/A 1. BUILDING DESCRIPTION: F. ORDINARY PRECAST SHEAR WALLS (R = 3) A. THE STRUCTURE IS A ONE-STORY COMMERCIAL BUILDING CONSTRUCTED IN 1987. THE BUILDING G. BASE SHEAR (V) = (Cs)W = 0.284W (USD) CURRENTLY HAS 14 TENANT SPACES. THE STRUCTURE IS L-SHAPED IN PLAN. THE LONG LEG IS H. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE APPROXIMATELY 264 FEET LONG BY 55 FEET WIDE AND IS ORIENTED NORTH -SOUTH LENGTHWISE. THE SHORT LEG IS APPROXIMATELY 148 FEET LONG BY 64 FEET WIDE. 5. SNOW LOADS: B. THE FOUNDATION IS COMPRISED OF A CONCRETE SLAB ON GRADE WITH CONTINUOUS WALL A. ROOF SNOW 25 PSF FOOTINGS. C. THE WALL FRAMING IS COMPRISED OF 7" CONCRETE TILT UP PANELS ALONG THE PERIMETER AND AT A FEW INTERIOR LOCATIONS. THE WALL FRAMING BETWEEN TENANT SPACES IS GENERALLY COMPRISED OF 2X6 STUDS AT 16 INCHES ON CENTER WITH GYPSUM BOARD ON EACH SIDE. D. THE ROOF FRAMING IS COMPRISED OF A PANELIZED WOOD ROOF SYSTEM AND IS SHEATHED WITH PLYWOOD. 2. DAMAGE DESCRIPTION: A. THE BUILDING EXPERIENCED AFIRE, DAMAGING THE ROOF FRAMING AND SHEATHING ABOVE APPROXIMATELY 5 OF 14 TENANT SPACES. 3. PROJECT SCOPE: A. REMOVE DAMAGED ROOF SHEATHING, WOOD FRAMING, AND GLULAM BEAMS BETWEEN GRIDLINES G & L AND GRIDLINES 5 & 7 PER PLAN. REMOVE BEAM HANGERS AS NECESSARY. B. REMOVE FURRING ON THE INSIDE FACE OF PERIMETER WALLS AS NECESSARY. C. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. D. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE SHEET INDEX A0.1 LOCATION MAP & GENERAL NOTES A0.2 SITE PLAN A1.1 OVERALL FLOOR PLAN A3.1 PHOTO ELEVATIONS S4.1 STRUCTURAL DETAILS City Of Edmonds Buildina Department Work SECONDARY DEMO- ROOF ONLY Address 22315 HIGHWAY 99 --- - ------------------- Owner PLUM TREE PLAZA ............................ Approved Date' 06/07/2022 Building Official Erit, Ct� Permit Number BLD2022-0727 RECEIVED Jun 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w O Q w J LJJ CD O U' W Q O O W W � o zoo E ❑ z >- O W H � � � w J - R N � QCIO Y J � 441 O W ZD � N o w o w o �z O(flcoN z �Z.tDRE W q Wksw GC'„ `� r 30fi95 G�, � URAL �o �`s�• �O:NA L E 1�2'L~ V W O z J IM Q C)N oo W z W W = mow/ � I� L.L `- �^^•• U) 06 LO z 0. CO J N G N in W z O Q U O J a� aUi a� U) O U z O > W co 0 DATE 6/3/2022 DRAWN MMS JOB NO C21351010.00 SHEET AO.1 101 105 102 [we 104 L _ 771 p 1. 41 ' i • jkr / r - • l E r • •r r ir 'S � F 4, • 1p xwsi r ir • 91 40 pop Ilk k t j 'ej41P' TM'i �,.. 16 iF +I • dt 1 PE P. r 4p r / 'r mob— • f - - f k N. � • , �} ir. f* E{+' ar. .I Fes"! k ■ - - - + u r i 4 I — • kL�L fit• d - - ti� - -- rrr - =+•ram "* f - --� f � 224TH ST SW, 0" 4*lb fs SITE PLAN �T 1 " = 30'-0" 1 Y 'fir f L �4 } 4F fi;ir KEY NOTES 101 - (E) BUILDING 102 - (E) PARKING LOT 103 -(E) ALLEY 104 - APPROXIMATE LOCATION OF PROPERTY LINES 105 -APPROXIMATE LOCATION OF ROOF SHEATHING AND ROOF FRAMING DEMOLITION 106 - ZONE OF SHORING FOR EXISTING PRECAST CONCRETE WALLS TO REMAIN NOTES: 1. A LAND SURVEY WAS NOT PERFORMED FOR THIS DEMOLITION PROJECT. PROPERTY LINE INFORMATION SHOWN IS FROM EXISTING COUNTY ASSESSOR'S MAPS. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE FROM OBSERVED FIELD CONDITIONS AND HAVE NOT BEEN VERIFIED BY MEANS OF SURVEY. 2. THE PROPOSED DEMOLITION IS A PARTIAL DEMOLITION OF THE ROOF FRAMING DAMAGED BY FIRE. THERE IS NO DEMOLITION OF THE EXTERIOR WALLS, FOOTING, OR FLATWORK. THERE IS NO EXCAVATION ASSOCIATED WITH THIS DEMOLITION. NO CRITICAL AREA STUDY HAS BEEN UNDERTAKEN. 103 106 RECEIVED Jun 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w O Q w J LJJ 0 013 CD w 0 0 �] W ,z„ � ~ wD N W U) zU)o o E z}00^ O W H � � � ❑ m U) Q C) w J of OW N a� Q YCIO Z � J � o W =) 1--CV o wawa z OCfl(nN C//3 )RE W'q 30695 ss• �C, /.O:ti, A L NVJ N O Q>-a.) 00 Z �<Q � Q w=� J w w _ C) Z 5 Lo L O T_M CJ/A/' _ \ / 5 J � N � w (V 'o � a� � U) C O ~CL U Z o 0 r v / LW�// co 0 DATE 6/3/2022 DRAWN MMS JOB NO C21351010.00 SHEET AO.2 /C\ CTCCI Mf-%l C CLJlIr7)C OVERALL FLOOR PLAN 3/32" = 1'-0" PLAN LEGEND = (E) CONIC WALL = (E) WOOD STUD WALL = REMOVE EXIST STUD WALL F— —1 = REMOVE CHARRED ROOF SHEATHING, JOISTS, PURLINS, L _ J AND GLU-LAM BEAMS. ----- = OUTLINE OF EXISTING TENANT SPACE SHEET NOTES 1. REMOVE DOORS PER PLAN AS REQUIRED. 2. REMOVE WINDOWS PER PLAN AS REQUIRED. 0 10 N O 00 N A o 0 00 00 0 0 N 0 0 N 0 0 N 7 Ewe Co k" EIVA --� 3 E© 1 RECEIVED Jun 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w O w 0 w 0 ¢ o 0LU w U) W W U) o zCo E z}00 CD W H ❑ co <> C w 1 O W N a� W 0? Q Y � J � o W cV o W p W p z 0 (0 U) N LL z cn �Z.tDRE W'q 30695 ss �O:N A L Z J N CD� Q>-0 � <3: 0 Q w=�>. 0 W CD - J —� LL ~ Z J ��0 J � co Q N 0 W LLl 0 a) U) O Q �L U Z 0 \) LW�// CIO 0 DATE 6/3/2022 DRAWN MMS JOB NO C2B51010.00 SHEET Al. 1 File Path: \\sea-data\projects\Project.0O2\B51\C2B51010.00\CAD\01 Working\REVIT 2020\C2B51010.00_Plum Tree Plaza Demo Plan_R20.rvt m W m REVISIONS: Project PLUM TREE PLAZA MJ'ey o z Date Description 0 � Degenkolb 22315 HIGHWAY 99 .� E D M O N D S WA 9 8 0 2 6 y �, SAN FRANCISCO LOS ANGELES OAKLAND I SACRAMENTO I SAN DIEGO SEATTLE TAHOE DEGENKOLB ENGINEERS GJ o �,�, fR 600 UNIVERSITY ST, SUITE 720 SEATTLE, WA 98101 Sheet Title ■ PHOTO ELEVATIONS 206.262.9240 (P) o 0Cn o N �, www.degenkolb.com 0 N ry I C a. Q 0 N N c6 n N L I—C C n Q 0 0 Lo m N U 'o N O N W c 0 0 0 Q U 'o 0 0 0 Lo co N U Lo Dg N O U U N Q li in U A) O Q iB ca a) L LL REUSE (E) a REMOVE CHARRED REMOVE CHARRED DIAPHRAGM TIES ° d ° d SHEATHING SHEATHING a, G :I (E) ANCHOR BOLT TO REMAIN 4, REMOVE CHARRED ;� Q ° FRAMING 5 (E) CONC WALL d PER PLAN ° d REMOVE CHARRED (E) ANCHOR ° °° FRAMING BOLT TO REMAIN (E) CONC WALL 4 d PER PLAN °4 (E) 2X6 d RAFTERS (E) 2X8 ROOF PLATFORM NOTES: NOTES: 1. EXISTING METAL POLE SHORE NOT SHOWN. 1. EXISTING METAL POLE SHORE NOT SHOWN. (E) 4X6 HDRS g BEAM HANGER DETAIL 5 BEAM HANGER DETAIL 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" (E) DBL 2X SILL PLATE Lzj o (E) 2X12 RIM JOIST (E) STUD WALL. SHORE AS 0 REQUIRED (E) SHEATHING SHORE TOWER (E) 4X6 PLATE SHORE TOWER FLOOR WALL FRAMING AS FRAMING AS REQUIRED REQUIRED WHEN WHEN REPLACING REPLACING REMOVE ROOF DAMAGED BEAMS DAMAGED BEAMS FRAMING 4 REMOVE CH ARRED (E) 2x PER PLAN SHEATHING 5/8" 0 x 6" TITEN HD d REMOVE CHARRED ° 71 2X JOISTS a (E) 2x8 - REMOVE LEDGER (R) GL BM PER CHARRED 6X PLAN BEAMS EXIST PRECAST PANEL 1 (E) 6.5" CONCRETE (E) 2x10, TYP METAL SHORE ± 1 WALL PANEL POLE W/ STEEL SHOES @ EA END (R) ALUMINUM / STOREFRONT SHORE TOWER FLOOR"� FRAMING AS REQUIRED WHEN REPLACING 2 ECOLOGY DAMAGED BEAMS BLOCKS 5/8"0 x 6" EXIST EXIST SLAB ON TITEN HD PAVEMENT GRADE d ° d 7 STEEL POLE SHORE DETAIL 3 TOWER SECTION 1/4" = 1'-0" 1/4" = 1'-0" RECEIVED Jun 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W O w 0 c89 w a Q O co LU � LU W y^/l�N� L WLJ W U) o z~O E o z V}JOO CD cn co (n O w J O Q W N a� W �? Y � J � o ■ W =) I- o wawa ■ ¢ OCfl(nN p4PRE W�& 30fi95 L ss 10:ti' A L v J Q Q � N N M CD Q 0 W VJ 0 W = j Q W� L.L V �^^^ v 3z in Lo z �T_O CU J�� N 0 W c/ 0 a) L (L lV)L^ O A-+ CL �L U z O U) w N DATE 6/3/2022 DRAWN MMS JOB NO C2B51010.00 SHEET S4.1