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GODFREY RESIDENCE
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<br /> VEHICLE IMPACT DAMAGE REPAIR r N�
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<br /> ABBREVIATIONS GENERAL NOTES DESIGN PROFESSIONAL INFORMATION a•. - « � m�x
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<br /> 1. ALL NEW WORK SHALL CONFORM TO THE 2021 INTERNATIONAL RESIDENTIAL CODE WITH STATE OF DEGENKOLB ENGINEERS _n�;,e�r�,'e�.,r��a-=
<br /> ABV ABOVE F.D. FACE OF(CONC,FTG,ETC) PJP PARTIAL JOINT PENETRATION WASHINGTON AMENDMENTS AND OTHER APPLICABLE CODES AND STANDARDS. sm°sse oLa ,E Q \1 w o m fO
<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 Lo,:eu po9r o co in N
<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: p���eealvg nndwneels _
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<br /> AGGREGATE FF FINISH FLOOR PERP PERPENDICULAR SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE -
<br /> ALT ALTERNATE FLR FLOOR PC PIECE 428 J STREET 375 BEALE STREET 600 UNIVERSITY STREET
<br /> PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION.THE CONTRACTOR SHALL °�eoae
<br /> AS ANCHOR BOLT FT FOOT/FEET PL PLATE MATCH EXISTING HEIGHTS,LINES,MATERIALS,FINISHES AND CONDITIONS UNLESS NOTED SUITE 500 SUITE 500 SUITE 1001
<br /> & AND FTG FOOTING PLUMB PLUMBING OTHERWISE ON NEW PLANS couniry cwn - Lowsu
<br /> L ANGLE FDN FOUNDATION PLYWD PLYWOOD 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS,AS THEY SACRAMENTO,CA 95814 SAN FRANCISCO,CA 94105 SEATTLE,WA 98101 _
<br /> ARCH ARCHITECT/URAL FRMG FRAMING LBS POUNDS APPLY TO THIS PROJECT OF THE"SAFETY STANDARD FOR CONSTRUCTION WORK"ISSUED BY THE (916)418-9100 (415)392-6952 (206)262-9240 ° ^
<br /> AT PSF POUNDS PER SQUARE FOOT STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS.THE ENGINEER AND THE OWNER DO NOT p11DREW
<br /> GA GAGE PSI POUNDS PER SQUARE INCH ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE m a°" �' F\\'ASi
<br /> BM BEAM GAL V GALVANIZED PDF POWDER DRIVEN FASTENER ^� PROJECT �Q�'�0 _ yob,
<br /> BLW BELOW REQUIREMENTS.
<br /> GT GLU-LAM RUSS PT PRESSURE TREATED LOCATION G r
<br /> 4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL OAKLAND OFFICE: LOS ANGELES OFFICE: SAN DIEGO OFFICE: +f`�
<br /> BILK BETWEEN GLB GRA LAM PROJ PROJECTION FORMS,BRACING AND SHORING REQUIRED.
<br /> BILK BLOCK GR GRADE 601 12TH STREET 300 SOUTH GRAND AVENUE 225 BROADWAY
<br /> GYP GYPSUM 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL
<br /> BLKG BLOCKING R RADIUS ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. SUITE 400 SUITE 3650 SUITE 1325 BOTTOM ° e.
<br /> B OT_ BOTTOM OF HGR HANGER RWL RAIN WATER LEADER 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. OAKLAND,CA 94612 LOS ANGELES,CA 90071 SAN DIEGO,CA 92101 _ P�R� 3069�5KG
<br /> BN BOUNDARY NAILING HWS HEADED WELDED STUD REINF REINFORCE/ING/MENT/D 7. (N)DENOTES NEW,(E)DENOTES EXISTING,AND(R)DENOTES REPLACEMENT. (510)272-9040 (213)596-5000 (619)515-0299 - pvpLEr�
<br /> (R) REPLACE 8. DO NOT SCALE DRAWINGS. ..
<br /> BRCG BRACING HDR HEADER READ REQUIRED 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS iy;.;es;a;e or f E,V
<br /> BLDG BUILDING HT HEIGHT RE ROOF SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. oca
<br /> HSB HIGH STRENGTH BOLTS RO ROUGH OPENING 10.THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, ,1s Q -
<br /> CBC CALIFORNIA BUILDING CODE HD HOLDOWN ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY.
<br /> C �i CAMBER HSS HOLLOW STRUCTURAL xe nu.me `
<br /> CIP CAST IN PLACE SECTION SECT SECTION Day care�arescnool
<br /> CLG CEILING HORIZ HORIZONTAL sc Daw e=cuo cEa a SHTG SHEATHING ,.Ise
<br /> CL CENTER LINE HDG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS �e a9"cfil, Q
<br /> CTR CENTER SIM SIMILAR
<br /> C CHANNEL INFO INFORMATION SJ SLAB JOINT
<br /> CLR CLEAR ID INSIDE DIAMETER SPCG SPACING m
<br /> COL COLUMN INT INTERIOR SQ SQUARE
<br /> CJP COMPLETE JOINT PENETRATION STAG STAGGERED
<br /> CONC CONCRETE JT JOINT STD STANDARD
<br /> CMU CONCRETE MASONRY UNIT JST JOIST STL STEEL DEMOLITION NOTES DESIGN CRITERIA LU)
<br /> CTUTUP CONCRETE TILT-UP PANEL JH JOIST HANGER STIF STIFFENER
<br /> CONN CONNECTION STRUCT STRUCTURE/AL w
<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 ARCHITECTURAL LOCATION MAP
<br /> CONT CONTINUOUS AS POSSIBLE.DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.
<br /> CONTR CONTRACTOR LS LAG SCREW THK THICK 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE NORTH O
<br /> CRC CALIFORNIA RESIDENTIAL CODE LWC LIGHTWEIGHT THRD THREADED PROTECTED FROM DAMAGE DURING DEMOLITION. OCCUPANCY CLASSIFICATION GROUP R-3
<br /> CSK COUNTERSINK CONCRETE THRU THROUGH 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE CONSTRUCTION TYPE TYPE VB-WOOD FRAME(NOWSPRINKLERED) PROJECT INFORMATION Z
<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 T82
<br /> TONGUE AND GROOVE SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND
<br /> DS DIAGONAL SHEATHING LLV LONG LEG VERTICAL TFJ TOP ANDFLANGE JOIST
<br /> USEGAP ALL EANSNECEST MIGRATION
<br /> ARYTOPRE PROPERTY ADDRESS BUILDING OWNER w J
<br /> Td DIAMETER TFJH TOP FLANGE JOIST HANGER 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. STRUCTURAL
<br /> DIM DIMENSION MB MACHINE BOLT To.
<br /> TOP OF(CONC,FTG,ETC) 5. CONDUCT DEMOLITION OPERATIONS&THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
<br /> DBL DOUBLE MFR MANUFACTURE/DANG/R TRAIN TRANSVERSE INTERFERENCE WITH STREETS,WALKS,&OTHER ADJACENT OCCUPANTS OR USED FACILITIES. 1. DEAD LOADS:
<br /> DF DOUBLE FIR MAX MAXIMUM TYR TYPICAL 5921 COLBY AVE, DIANE GODFREY U M
<br /> COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS A. ROOF 11 PSF _
<br /> ON DOWN MECH MECHANICAL TO BE RECYCLED. B. CEILING 7 PSF EVERETT,WA 98203 5921 COLBY AVE, Q
<br /> ON DRAWINGS MTL METAL ION UNLESS OTHERWISE NOTED 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE.COMPLY WITH C. FLOOR 14 PSF A.P.N.004958-003-010-00 EVERETT,WA 98203 Z W NDWGS w MIN MINIMUM ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. LU > oo
<br /> EA EACH VERT VERTICAL 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL,NATIONAL,STATE AND 2. LIVE LOADS: BUILDING INFORMATION LOT COVERAGE p rn Z
<br /> NA NEUTRAL AXIS FEDERAL SAFETY REQUIREMENTS. A. ROOF 20 PSF(REDUCIBLE) Q
<br /> EF EACH FACE (N) NEW WT WEIGHT 8, DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES B. FLOOR 40 PSF(30 PSF BEDROOM) ♦/� 1 1
<br /> EW EACH WAY W W F WELDED WIRE FABRIC UNLESS SPECIFICALLY NOTED OTHERWISE. C. PORCH 60 PSF EXISTING FIRST FLOOR = 760 SO FT LOT AREA = 10,890 SO FT v/ >-
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<br /> NC NO CAMBER
<br /> E.O._ EDGE OF NOM NOMINAL W/ WITH
<br /> ELEC ELECTRIC/AL NTS NOT TO SCALE WS WOOD SCREW W m
<br /> ELEV ELEVATION WP WORK POINT 3. WIND DESIGN LOADS: EXISTING BASEMENT FLOOR = 360 SO FT
<br /> EMBED EMBEDMENT # NUMBER/POUNDSA. BASIC WIND SPEED (V„n) 98 MPH(USD) J
<br /> EN END NAIL B. RISK CATEGORY II EXISTING TOTAL LIVING = 1,120 SO FT ..
<br /> EQ EQUAL OC ON CENTER C. EXPOSURE CATEGORY B O L 06
<br /> OENG OPENING D. INTERNAL P
<br /> EQUIP E IPMENT RESSURE COEFF(GCpi) t0.18 _
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<br /> OPH OPPOSITE HAND E. WALL COMPONENTS&CLADDING +8 PSF/-10 PSF(Z4)/-112 PSF(Z5) 832 SO FT
<br /> EXISTING GARAGE -
<br /> E EXISTING OD OUTSIDE DIAMETER F. ROOF COMPONENTS&CLADDING +8 PSF/-17 PSF(Z2)/-21 PSF(Z3) �/ W
<br /> EXT EXTERIOR OV/ OVER EXPANSION JOINT TOTAL BUILDING = 1,952 SO FT ly r
<br /> 4. SEISMIC DESIGN CRITERIA: C) N W
<br /> A. OCCUPANCY RISK CATEGORY 1 O Lo /
<br /> CONSTRUCTION COORDINATION B. IMPORTANCEFNCATEG) SCOPE OF WORK C. SEISMIC DESIGN CATEGORY D
<br /> D. SITE CLASS D(DEFAULT) 7
<br /> CONTRACTOR SHALL NOTIFY ENGINEER OFIL RECORD CONDITIONS
<br /> OF DI PRIOR T PURCHASING
<br /> BETWEEN THE E. Ss=1.292g Si=0.457g 1. BUILDING DESCRIPTION: L
<br /> CONSTRUCTION DOCUMENTS AND AND
<br /> FIELD CONDITIONS PRIOR TO PURCHASING NOW Sos=1.034g Soi=N/A A. THE STRUCTURE IS A ONE-STORY WOOD-FRAMED RESIDENCE BUILT IN 1920.THE O
<br /> SYMBOL LEGEND REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION.ENGINEER SHALL NOT BEHELD
<br /> RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL 5. SNOW LOADS: RESIDENCE IS RECTANGULAR IN PLAN.THE LONG AXIS IS APPROXIMATELY 39 FEET AND IS
<br /> ALTERATIONS DUE TO NON-COORDINATED FIELD CONDITIONS. A. GROUND SNOW 15 PSF ORIENTED EAST-WEST.THE SHORT AXIS IS APPROXIMATELY 19 FEET.
<br /> B. ROOF SNOW(7:12) 20 PSF B. THE FOUNDATION IS COMPRISED OF A CONCRETE PERIMETER FOUNDATION WALL WITH A
<br /> SHEET NUMBERING SYSTEM: DETAIL&ELEVATION CALLOUT: POST AND BEAM FOUNDATION BELOW THE INTERIOR OF THE RESIDENCE.
<br /> C. THE WALL FRAMING IS COMPRISED OF 2X4 STUDS AT 16 INCHES ON CENTER AND IS
<br /> DISCIPLINE SHEATHED WITH PLYWOOD. / 1
<br /> DESIGNATION 1 INDICATES THAT DETAIL 1 WILL BE D. THE ROOF FRAMING IS COMPRISED OF 2X4 ROOF RAFTERS @ 24"OC WITH 1X8 SHIPLAP `J
<br /> 50.2 FOUND ON SHEET$0.3 SHEATHING.CELING IS FRAMED WITH 2X JOISTS AT 16 INCHES ON CENTER..
<br /> APPLICABLE BUILDING CODES 2. DAMAGE DESCRIPTION: O
<br /> `oyl TYPE ING A. A VEHICLE IMPACTED THE NORTHWEST CORNER OF THE RESIDENCE. 1
<br /> O B. THE PORCH COVER ABOVE THE EXTERIOR DOOR TO THE LIVING ROOM AS WELL AS THE
<br /> DESIGNATION SECTION OR ELEVATION INDICATING THAT J
<br /> w ��. Z DETAIL 1 WILL BE FOUND ON SHEET THAT
<br /> 2021 INTERNATIONAL RESIDENTIAL CODE(IRC)WITH STATE OF WASHINGTON AMENDMENTS ACCESS STAIRS AND LANDING TO THE EAST ENTRANCE(TO THE LIVING ROOM)HAVE BEEN
<br /> 0 2021 INTERNATIONAL BUILDING CODE(IBC) DESTROYED MISSING,DISPLACED AND FRACTURED WOOD FRAMING,BENT AND BROKEN
<br /> 50.1 ARROW INDICATES VIEWING DIRECTION
<br /> w 2021 INTERNATIONAL PLUMBING CODE(IPC) METAL GUARDRAIL).
<br /> 2021 INTERNATIONAL MECHANICAL CODE(IMC) C. THE THREE EXTERIOR WALLS OF THE LIVING ROOM ROTATED/SHIFTED LATERALLY
<br /> w SHEET NUMBER 2021 INTERNATIONAL EXISTING BUILDING CODE(IEBC) APPROXIMATELY 1 FOOT IN THE SOUTH DIRECTION.
<br /> BEYOND ZERO 2021 WASHINGTON STATE ENERGY CODE(WSEC) D. THE MASONRY BRICK CHIMNEY TO THE SOUTH SIDE OF THE RESIDENCE IS DAMAGED
<br /> o (LOOSE BRICKS,CRACK IN MORTAR).
<br /> E. THE STRUCTURE IS ROTATED AROUND THE EAST-WEST AXIS.THE SOUTH-WEST CORNER
<br /> OI MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER: OF THE STRUCTURE MOVED UPWARD WHILE THE NORTH-WEST CORNER MOVED 1.5
<br /> DOWNWARD. n y
<br /> WORK POINT,CONTROL A GRID AT FACE OF FRAMING F. THE FLOOR RIM JOIST ALONG THE WEST ELEVATION IS FRACTURED.POSTS SUPPORTING
<br /> POINT OR DATUM ~ THE FLOOR FRAMING ARE DISPLACED AND/OR OVERTURNED.
<br /> m G. APPROXIMATELY THREE RAFTER PAIRS ABOVE THE LIVING ROOM ARE FRACTURED AND `
<br /> SPLIT.NOTE:THERE IS ONE ADDITIONAL FRACTURED RAFTER APPROXIMATELY 10 FEET p
<br /> MATERIAL LEGEND A --GRID AT CENTER OF FRAMING AWAY FROM THE WEST EXTERIOR WALL.THIS DAMAGE IS NOT THOUGHT TO BE RELATED c D-
<br /> ® INDICATES A CONTINUOUS ^ TO THE VEHICLE IMPACT BUT WARRANTS REPAIR. p
<br /> WOOD MEMBER IN SECTION. H. THE GABLE END WALL IN THE ATTIC RACKED AND IS DAMAGED(MISSING,DISPLACED AND .n n
<br /> INDICATES PLYWOOD SPLIT SHEATHING;MISSING AND FRACTURED STUDS).
<br /> O INDICATES SOLID WOOD I. CRACKS IN THE GYPSUM WALLBOARD THROUGHOUT THE RESIDENCE,MOST PREVALENT N
<br /> BLOCKING IN SECTION. INDICATES METAL IN OR NEAR THE LIVING ROOM. (1) CD
<br /> 3. PROJECT SCOPE: Z
<br /> INDICATES SAND OR GROUT A. THIS REPAIR USES LIKE-KIND MATERIALS TO REPAIR THE DAMAGED COMPONENTS. Q
<br /> INDICATES UNDISTURBED EARTH B. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. c N
<br /> (STUCCO FINISH @ELEVATIONS) (n > >
<br /> d � C. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED.
<br /> D. RECONSTRUCT THE WESTERN HALF OF THE LIVING ROOM(APPROXIMATELY 120 SQUARE W LL D
<br /> FEET),INCLUDING FOUNDATION,FRAMING,ROOFING,INSULATION,WINDOWS AND DOORS,
<br /> - INDICATES COMPACTED EARTH INDICATES NEW CONCRETE INTERIOR AND EXTERIOR FINISHES.A ORI N
<br /> E. RECONSTRUCT THE STAIRS AND ING O E ENT RICH D COVE B VE O 1 N
<br /> THE WEST SIDE OF THE BUILDIN INCLUDING FOUNDATION UNDERNEATH LIVING ROOM, N
<br /> INDICATES GRAVEL/ FRAMING,METAL GUARDRAIL,AN ROOF
<br /> AGGREGATE BASE INDICATES EXISTING CONCRETE F. RECONSTRUCT THE MASONRY CHI INT ING R o
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<br /> THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. SHEET INDEX
<br /> DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET.
<br /> IT. I I I
<br /> 13 9 5 1 D A A0.1 LOCATION MAP&GENERAL NOTES DATE 8/15/2024
<br /> A0.2 PLOT PLAN
<br /> 14 10 6 2 A2.1 FLOOR PLAN DRAWN
<br /> E B A3.1 PHOTO ELEVATIONS KBM
<br /> 15 11 7 3 Sol STANDARD STRUCTURAL NOTES
<br /> ° F C S0.2 STANDARD STRUCTURAL DETAILS JOB NO C4651066.00
<br /> Q' 16 12 8 4 S2.1 PLANS
<br /> S4.1 STRUCTURAL DETAILS SHEET
<br /> t DETAILS BUILDING SECTIONS AND
<br /> a WALL FRAMING ELEVATIONS 54.2 STRUCTURAL DETAILS
<br /> A0.1
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