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<br /> FIRE DAMAGE REPAIR CC)) W
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<br /> ABBREVIATIONS GENERAL NOTES DESIGN PROFESSIONAL INFORMATION �: to
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<br /> 19th ST - OY JN
<br /> 1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE AND OTHER DEGENKOLB ENGINEERS F. S r7t 2 w
<br /> ABV ABOVE F.O._ FACE OF(CONC,FTG,ETC)PJP PARTIAL JOINT PENETRATION S 5 a' ; o W g E N v,
<br /> APPLICABLE CODES AND STANDARDS. ¢
<br /> AFF ABOVE FINISH FLOOR FN FIELD NAILING PEN PENETRATION 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING `.1' `EI lu c W c
<br /> ADDL ADDITIONAL FIN FINISH d PENNY CONDITIONS,BUILDING PLANS,AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK.THEY SACRAMENTO OFFICE: SAN FRANCISCO OFFICE: SEATTLE OFFICE: 20ih Si 1 o m CO N
<br /> AGGR AGGREGATE FF FINISH FLOOR PERP PERPENDICULAR SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE .E' •
<br /> ALT ALTERNATE FLR FLOOR PC PIECE PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION.THE CONTRACTOR SHALL 428 J STREET 375 BEALE STREET 600 UNIVERSITY STREET Leonmd D. x m 3
<br /> AB ANCHOR BOLT FT FOOT/FEET PL PLATE MATCH EXISTING HEIGHTS,LINES,MATERIALS,FINISHES AND CONDITIONS UNLESS NOTED SURE 500 SUITE 500 SUITE 720 3
<br /> & AND FTG FOOTING PLUMB PLUMBING OTHERWISE ON NEW PLANS. SACRAMENTO,CA 95814 SAN FRANCISCO,CA 94105 SEATTLE,WA 98101 - o PROJECT
<br /> L ANGLE FDN FOUNDATION PLYWD PLYWOOD 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS,AS THEY rg 2Tst Si ^ LOCATION
<br /> ARCH ARCHITECT/URAL FRMG FRAMING LBS POUNDS (916)418-9100 (415)392.6952 (206)262-9240 S2 ',DBE It'
<br /> APPLY TO THIS PROJECT OF THE"SAFETY STANDARD FOR CONSTRUCTION WORK"ISSUED BY THE }
<br /> • AT GA GAGE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE OT STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS.THE ENGINEER AND THE OWNER DO NOT _ / 'V AA.µg1178'. A
<br /> ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE -.. - ' " P-` _
<br /> BM BEAM GALV GALVANIZED PDF POWDER DRIVEN FASTENER REQUIREMENTS. T2nd� 220,5 Summit Avg, - 7--'
<br /> BLW BELOW GT GIRDER TRUSS PT PRESSURE TREATED 4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL OAKLAND OFFICE: LOS ANGELES OFFICE: SAN DIEGO OFFICE: 9 -® Everett, ! /
<br /> BTWN BETWEEN GLB GLU-LAM PROJ PROJECTION FORMS,BRACING AND SHORING REQUIRED. .� G./6
<br /> GR GRADE 1300 CLAY STREET 300 SOUTH GRAND AVENUE 225 BROADWAY
<br /> BLK BLOCK 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL t^ Of `s
<br /> BLKG BLOCKING GYP GYPSUM R RADIUS ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. 9TH FLOOR SUITE 3850 SUITE 1325
<br /> BOT BOTTOM RWL RAIN WATER LEADER 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. OAKLAND,CA 99612 LOS ANGELES,CA 90071 SAN DIEGO,CA 92101 S. 23rd SI C ,621,_30�3 `,
<br /> B.O._BOTTOM OF HGR HANGER REINF REINFORCEIING/MENT/D 7. (N)DENOTES NEW,(E)DENOTES EXISTING,AND(R)DENOTES REPLACEMENT. (510)272-9040 (213)596-5000 (619)5150299 N _ G' r' -s:/�T�Y.l1L Yam" f�(�i7.
<br /> BN BOUNDARY NAILING HWS HEADED WELDED STUD (R) REPLACE 8. DO NOT SCALE DRAWINGS. -_ _ _. _ 9
<br /> BRCG BRACING HDR HEADER REDD REQUIRED 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS - -
<br /> BLDG BUILDING HT HEIGHT RF ROOF SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. _
<br /> HSB HIGH STRENGTH BOLTS RO ROUGH OPENING 10.THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, [ "It'`r Nth St'
<br /> CBC CALIFORNIA BUILDING CODE HO HOLDOWN ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY. 1 S _
<br /> C CAMBER HSS HOLLOW STRUCTURAL 11.SMOKE REMEDIATION BY OTHERS.
<br /> CIP CAST IN PLACE SECTION SECT SECTION -
<br /> SHTG SHEATHING
<br /> CLG CEILINGNTSHORIZDGHORIZONTAL RIVERSIDE nu,sr CL CENTERLINE HDG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS 25thA
<br /> CTR CENTER SIM SIMILAR
<br /> C CHANNEL INFO INFORMATION SJ SLAB JOINT
<br /> CLR CLEAR ID INSIDE DIAMETER SPCG SPACING
<br /> COL COLUMN INT INTERIOR SQ SQUARE 26tn SI
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<br /> CJP COMPLETE JOINT PENETRATION STAG STAGGEED R -•
<br /> CMU CONCRETE MASONRY UNIT JST JOIST 5TL STEEL DEMOLITION NOTES DESIGN CRITERIA - 266 St
<br /> CONC CONCRETE JT JOINT STD STANDARD c.Q 3 ', ,LJ.L._-Q co
<br /> CTUP CONCRETE TILT-UP PANEL JH JOIST HANGER STIF STIFFENER - -
<br /> CONN CONNECTION STRUCT STRUCTURE/AL ' Everett Ave - _ - __ -_9 UJ
<br /> CJ CONSTRUCTION/COLD JOINT KSI KIPS PER SQUARE INCH SP STRUCTURAL PLYWOOD 1. ALL DEMOLISHED MATERIALS,DEBRIS,AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON -
<br /> CONT CONTINUOUS AS POSSIBLE.DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. ARCHITECTURAL LOCATION MAP '* 0
<br /> CONTR CONTRACTOR LS LAG SCREW THK THICK 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE
<br /> CRC CALIFORNIA RESIDENTIAL CODE LWC LIGHT WEIGHT THRD THREADED PROTECTED FROM DAMAGE DURING DEMOLITION. OCCl1PANCV CLASSIFICATION GROUP R-3 NORTH
<br /> CSK COUNTERSINK CONCRETE THRU THROUGH 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE CONSTRUCTION TYPE TYPE VB-WOOD FRAME(NON-SPRINKLERED)
<br /> LONGIT LONGITUDINAL TN TOE NAIL SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC CLIMATE ZONE 4C
<br /> DIAG DIAGONAL LLH LONG LEG HORIZONTAL TED TONGUE AND GROOVE SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND PROJECT INFORMATION
<br /> DS DIAGONAL SHEATHING LLV LONG LEG VERTICAL T&B TOP AND BOTTOM GAPS TO PREVENT DUST MIGRATION. W
<br /> O DIAMETER TFJH TOP FLANGE JOIST HANGER 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. STRUCTURAL
<br /> DIM DIMENSION MMFR B MACHINEIMUM
<br /> #NUFATURFBOLT T.O._ TOP TRANSVF ERSE
<br /> ,FTG,ETC) 5. CONDUCT DEMOLITION OPE STREETS,INTERFERENCE WITH WAS$THE REEK ADJACENT F DEBRI OCCUPANTS TO NSURE MI USED FA PROPERTY ADDRESS BUILDING OWNER N
<br /> DBL DOUBLE MAX MAXIMUMTURE/D/ING/R TRAM TYPICALERSE COMPLY WITH LOCALJURISDICTION LREQUIREMENT FOR RECYCLING AND TREATMENT OF ITIES.EMS I.
<br /> A. ROOF OS. 20 PSF Z ["'
<br /> DF DOUGLAS FIR LL.I c L.L.
<br /> DN DOWN MECH MECHANICAL TO BE RECYCLED. B. CEILING 10 PSF 2206 SUMMIT AVE LARRY MCCLESKEY ws-�� \
<br /> DWGS DRAWINGS MTL METAL UON UNLESS OTHERWISE NOTED 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE.COMPLY WITH C. FLOOR 15 PSF EVERETT,WA 98201 2206 SUMMIT AVE CD / W
<br /> MIN MINIMUM ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. A.P.N.003773-462-027-00 EVERETT,WA 98201 Q CO
<br /> EA EACH VERT VERTICAL 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL,NATIONAL,STATE AND 2. LIVE LOADS: Z
<br /> NA NEUTRAL AXIS FEDERAL SAFETY REQUIREMENTS. A. ROOF 20 PSF(REDUCIBLE)
<br /> EF EACH FACE (N)NC NEW WT WEIGHT 8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES B. FLOOR 40 PSF(30 PSF BEDROOM) BUILDING INFORMATION LOT COVERAGE I:n I- Q LLI
<br /> EW EACH WAY W/ WELDED WIRE FABRIC UNLESS SPECIFICALLY NOTED OTHERWISE.
<br /> NC NO CAMBER C. DECK 60 PSF -
<br /> E.O. EDGE OF NOS NOMINAL W/ WITH N
<br /> ELEC ELECTRIC/AL NTS NOT TO SCALE WS WOOD SCREW 3. WIND DESIGN LOADS: EXISTING FIRST FLOOR AREA = 1,228 SQ FT LOT AREA = 5,227 SO FT LL
<br /> ELEV ELEVATION # NUMBER/POUNDS WP WORK POINT A. BASIC WIND SPEED(V.) 98 MPH(USD) �y =
<br /> EMBED EMBEDMENT B. RISK CATEGORY III IST 8 ONFIL ASQ FT ��(
<br /> EN END NAIL ���aaa V,,':-�� KJ
<br /> EQ EQUAL OC ON CENTER C. EXPOSURE CATEGORY B )�ISTMIG BASEM NJT Fy00R"AEA -83 SQ FT LLI F-
<br /> EQUIP EQUIPMENT OPNG OPENING D. INTERNAL PRESSURE COEFF(GC,4 EO.18 _ j \/ w ^
<br /> (E) EXISTING OPH OPPOSITE HAND E. WALL COMPONENTS 8 CLADDING +10 PSF/-13 PSF(Z4)/-16 PSF(Z5) ,.,� v, 0-
<br /> EJ EXPANSION JOINT OD OUTSIDE DIAMETER F. ROOF COMPONENTS 8 CLADDING t10 PSF/-14 PSF(Z2)/-22 PSF(Z3)
<br /> OV/ OVER 1 i) LL
<br /> EXT EXTERIOR 4. SEISMIC DESIGN CRITERIA LLI
<br /> A. OCCUPANCY RISK CATEGORY II I _J N w
<br /> CONSTRUCTION COORDINATION B. SEISMIC
<br /> ANCEFACTOR(N) 1.D 2 7 22 ; UC N > z
<br /> C. SEISMIC DESIGN CATEGORY 0 w
<br /> D. SITE CLASS D(DEFAULT) LCONTRACTOR SHALL NOTIFY ENGINEER OF RECORD(EOR)OF DISCREPENCIES BETWEEN THE E. Ss=1.2039 St=0.427g G 0
<br /> CONSTRUCTION DOCUMENTS AND AS-BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON- Sos=0.962g Sot=N/A I7gjt1 I^7
<br /> SYMBOL LEGEND RESPONSBLE IBLE FORUILDINGBUI MATERIALS ATERIAND THEIR INSANDASSO IAEDEER COSTS FOR
<br /> UCE HELD
<br /> J g IT . '�8CQP, OF WORK _ .
<br /> RESPONSIBLE BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL 5. SNOW LOADS: - -
<br /> ALTERATIONS DUE TO NON-COORDINATED FIELD CONDITIONS. A. ROOF SNOW 25 PSF
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<br /> SHEET NUMBERING SYSTEM: DETAIL&ELEVATION CALLOUT: 1. BUILDING DESC I 0
<br /> -DISCIPLINE A. THE STRUCTURE IS A ONE-STORY WOOD-FRAMED RESIDENCE OVER AN UNFINISHED U
<br /> DESIGNATIONIlk INDICATES THAT DETAIL 1 WILL BE BASEMENT BUILT IN 1935.THE RESIDENCE IS RECTANGULAR IN PLAN.THE LONG AXIS IS 0
<br /> DRAWING FOUND ON SHEET S0.3 APPLICABLE BUILDING CODES APPROXIMATELY 40 FEET AND IS ORIENTED NORTH-SOUTH.THE SHORT AXIS IS
<br /> APPROXIMATELY 32 FEET.
<br /> ' TYPE APPROVED B. THE FOUNDATION IS COMPRISED OF A CONCRETE PERIMETER FOUNDATION WALL WITH A
<br /> DESIGNATION © SECTION OR ELEVATION INDICATING THAT POST AND BEAM FOUNDATION BELOW THE INTERIOR OF THE RESIDENCE.
<br /> S2.2 DETAIL 1 WILL BE FOUND ON SHEET S0.1 20181NTERNATINALRESIDENTIAL CODE(IRC)
<br /> C. THE WALL FRAMING IS COMPRISED OF 2X4 STUDS AT 16 INCHES ON CENTER AND IS
<br /> ARROW INDICATES VIEWING DIRECTION 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) SHEATHED WITH PLYWOOD.
<br /> ® 2018 WASHINGTON STATE ENERGY CODE(WSEC) Office 01t Community,Planning 8e Economic 2. (AMAGE DESCRIPTION'
<br /> v Development A. A FIRE OCCURRED AT THE SOUTHWEST CORNER OF THE HOUSE DAMAGING FIVE FLOOR
<br /> 1-SHEET NUMBER PLANNING -I MELT JOISTS AND ABOUT 80 SQ FT OF WOOD DECK.
<br /> BEYOND ZERO _ � 3. B. EMOVE SCOPE:
<br /> t RC'ANE TANKS, HEAT PUMPS ANL A. PROVIDE 2X SISTERS TO DAMAGED EXISTING FLOOR JOISTS.
<br /> MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER: B. REMOVE ANDIRSRES LIKE K ND DECK ERI IN LIKE-KIND.T m
<br /> OTHERUIPMENT OR APPURTENA ///// /////���� /�///��� C. THIS REPAIR USES LIKE-KIND MATERIALS TOREPAIRTHEDAMAGEOCOMPONENTS. aE to
<br /> NAME 11'\ -•A/, D. THE OCCUPANCY OF THE BUILDING IS UNCHANGED.
<br /> - - POINT OPOINT,UMCONTROL O GRID AT FACE OF FRAMING MAY h�(;? BE LOCATED IN THE FRONT f/�` E. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED.
<br /> MATERIAL LEGEND O --GRID AT CENTER OFFMr.! SIDE SETBACKS. PROPANE TANK:
<br /> Mr.!� /
<br /> IVI WOOD MEMBER NISECTON. kr=(i_!!`r ADDITIONAL PERMITS ISSUE. SHEET INDEX
<br /> INDICATES PLYWOOD BY THE EVERETT FIRE DEPARTMENT a
<br /> I / INDICATES SOLID WOODQ
<br /> �I V BLOCKING IN SECTION. INDICATES METAL PRIOR TO (INSTALLATION. AD.+ LOCATION MAP&GENERAL NOTES z O
<br /> A0.2 PLOT PLAN Z
<br /> /,% ` INDICATES SAND OR GROUT
<br /> 0
<br /> a ° INDICATES UNDISTURBED EARTH A1.1 BASEMENT ELEVATIONS AA FIRST FLOOR PARTIAL PLAN _
<br /> \�i\ (STUCCO FINISH®ELEVAT DNS) A3.1 STAND RDUCT (A
<br /> -,_, � 50.1 STANDARD STRUCTURAL NOTES 5
<br /> I _,(y_- __ 52.1 FIRST FLOOR PARTIAL FRAMING PLAN W
<br /> �I �- INDICATES COMPACTED EARTH INDICATES NEW CONCRETE 0 l F E V `R E I I S4.1 STRUCTURAL DETAILS LX
<br /> of ?��ra� INDICATES GRAVEL / ¢-- y F`y,R P E) `A�I M T .11
<br /> 7��,//� AGGREGATE BASE J INDICATES EXISTING CONCRETE ( F-�! �� Permit B2204.-004
<br /> ED
<br /> G 4j� 6 /�
<br /> m THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. Site Address: 2206 SUMMIT AVE
<br /> DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET.
<br /> By:• '1 "'
<br /> E 13 9 5 1 Reviewed. A Date: /��� 7wner: MCCLESKEY GENIE P&LARRY A DATE 3282022
<br /> D A
<br /> Tenant: [TenNamel DRAWN
<br /> E B
<br /> 14 10 6 2 Office Set Job Site Set Fire/Planning Set Opp. Date: 4/5/2022
<br /> MMS
<br /> e 15 11 7 3
<br /> F C Proposed Use: RESIDENTIAL ALTERATIONS C2B51013.00
<br /> O I 16 12 8 4
<br /> 5 DETAILS BUILDING FRAMING ELEVATIONS
<br /> Description: REPAIR OF FIRE DAMAGED FLOOR JOISTS& SHEET
<br /> 2
<br /> WALL FRAMING ELEVATIONS DECK A0•1
<br /> LE 1
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