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Permit#: B2302-088
<br /> -- -- - Site Adtlress: 4106 CLIFF DR
<br /> Owner: HEREM SARRY
<br /> App.Date: 2/17/2023
<br /> Proposed Use: OTHER(DECK,PORCH,ETC)
<br /> HEREM RESIDENCE APPROVED Description: MODIFY NEW STAIRS
<br /> Office of Community,Planning 8 Economic Development COVERED AREA,NEW STAIRS
<br /> `�PLANNIN'(G-DEPnARTMENT 9y�
<br /> Name Jlf��1ISY(R Y.Q DATE: 23 'y`'` 11 i
<br /> DECKEXPANSION Reviewed By:pp Date:
<br /> XOffice Set Jab Site Set
<br /> ABBREVIATIONS HO'Narth`Park Viewpoint Q W a
<br /> GENERAL NOTES DESIGN PROFESSIONAL INFORMATION ao
<br /> 5 a., c
<br /> ABV ABOVE F.O._ FACE OF(CONC,FTG,ETC) PJP PARTIAL JOINT PENETRATION 1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH STATE OF DEGENKOLB ENGINEERS © 0� Y>W°! rn
<br /> WASHINGTON AMENDMENTS AND OTHER APPLICABLE CODES AND STANDARDS. $ Z Z J N N
<br /> AFF ABOVE FINISH FLOOR FN FIELD NAILING PEN PENETRATION 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILWR WITH ALL EXISTING . W]ADDL ADDITIONAL FIN FINISH d PENNY CONDITIONS,BUILDING PLANS,AND ALL SITE CONDITIONS WHICH MAYAFFECT THEIR WORK.THEY SACRAMENTO OFFICE' SAN FRANCISCO OFFICE: SEATTLE OFFICE: n W p ul o
<br /> ALT AGGREGATE FF FINISH FLOOR PERP PERPENDICULAR SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE 7 p to w
<br /> ALT ALTERNATE FLR FLOOR PC PIECE 428 J STREET 375 BEALE STREET 800 UNIVERSITY STREET ell,
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<br /> AS ANCHOR BOLT FT FOOT/FEET PL PLATE PER NEW PLANS GHEIGHREINES, AE FOR RIALS, SAFE ISHESAPLETION.THE CONDIIONSUNLESNORSHALL HD,'JarthOff.LeaShAreaQ c3 a
<br /> MATCH EXISTING HEIGHTS,LINES,MATERIALS,FINISHES AND CONDITIONS UNLESS NOTED SUITE 500 �& AND FTG FOOTING PLUMB PLUMBING SUITE 500 SUITE 720
<br /> L ANGLE FDN FOUNDATION PLYWD PLYWOOD OTHERWISE ON NEW PLANS. SACRAMENTO,CA 95814 SAN FRANCISCO,CA 94105 SEATTLE WA 98101
<br /> ARCH ARCHITECTAIRAL FRMG FRAMING LBS POUNDS 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS,AS THEY , F
<br /> @ AT PSF POUNDS PER SQUARE FOOT APPLY TO THIS PROJECT OF THE"SAFETY STANDARD FOR CONSTRUCTION WORK"ISSUED BY THE (916)418-9100 (415)392-6952 (206)262-9240
<br /> GA GAGE STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS.THE ENGINEER AND THE OWNER DO NOT G G'
<br /> PSI POUNDS ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE HG.pdrtf'Pa,k.V'r.,polnt� Focus Photography ��PN� We
<br /> BM BEAM GALV GALVANIZED PDF POWDER DRIVEN FASTENER REQUIREMENTS. O`t"I e PCCt t E'':erett P'�0F_
<br /> BLW BELOW GT GUJ-LAMRUSS PT PROJECTI TREATED 4, IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL OAKLANDOFFICE: LOS ANGELES OFFICE' SAN DIEGO OFFICE: ��a
<br /> BLK BETWEEN GLB GRA LAM PROD PROJECTION FORMS,BRACING AND SHORING REQUIRED. ! r
<br /> BLK BLOCK GR GRADE 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL
<br /> 1300 CLAY STREET 300 SOUTH GRAND AVENUE 225 BROADWAY
<br /> SOTBUK BLOCKING GYP GYPSUM R RADIUS ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. 9TH FLOOR SUITE 3850 SUITE 1325 - PJ 30695 �A?'
<br /> SOT BOTTOM 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 PROJECT
<br /> B.O._ BOTTOM OF HGR HANGER REINF REINFORCEANG/MENT/D 7. (N)DENOTES NEW,(E)DENOTES EXISTING,AND(R)DENOTES REPLACEMENT. LOCATION 41 D6 Cliff Dr, e' �2
<br /> BN BOUNDARY NAILING HWS HEADED WELDED STUD (R) REPLACE 8. DO NOT SCALE DRAWINGS. (510)272-9040 (213)596-6000 (619)515-0299 �*41106Everett,Cliff
<br /> Dr, 3 SS/a'ALe°° I�z0�L3
<br /> BLD G BRACING HDR HEADER READ REQUIRED 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS 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, yartlT ParkReStfDOnTS�
<br /> CBC CALIFORNIA BUILDING CODE HD HOEDOWN ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY. ( HDVJarth Park
<br /> C CAMBER HSS HOLLOW STRUCTURAL yg PI eon Creek
<br /> CIP CAST IN PLACE SECTION SECT SECTION Pla round 9
<br /> CLG CEILING HORIZ HORIZONTAL SHTG SHEATHING ?uence 2 Trailhead
<br /> CL CENTER LINE HDG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS
<br /> CTR CENTER SIM SIMILAR Group
<br /> C CHANNEL INFO INFORMATION SJ SLAB JOINT Iv cltl Howarth Park
<br /> CUR CLEAR ID INSIDE DIAMETER SPCG SPACING Tennis Courts Chi
<br /> COL COLUMN INT INTERIOR SO SQUARE
<br /> CJP COMPLETE JOINT PENETRATION STAG STAGGER/ED
<br /> CONIC CONCRETE JT JOINT STD STANDARD Q(.1 Ci 2 CMU CONCRETE MASONRY UNIT JST JOIST STL STEEL DEMOLITION NOTES DESIGN CRITERIA �,.�� y z Cn
<br /> CT
<br /> UP CONCRETE TILT-UP PANEL JH JOIST HANGER STIF STIFFENER
<br /> CONN CONNECTION STRUCT STRUCTURE/AL ma
<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. n
<br /> UJI
<br /> CONTR CONTRACTOR LS LAG SCREW THK THICK 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE ARCHITECTURAL LOCATION MAP
<br /> CRC CALIFORNIA RESIDENTIAL CODE LWC LIGHT WEIGHT THRD THREADED PROTECTED FROM DAMAGE DURING DEMOLITION. OCCUPANCY CLASSIFICATION GROUP R-3 NORTH
<br /> CSK COUNTERSINK CONCRETE TIN THROUGH 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE CONSTRUCTION TYPE TYPE VB-WOOD FRAME(NOWSPRINKLERED)
<br /> LLH 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 T&G TOPANDBNGUE BOTTOM
<br /> 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.
<br /> 0 DIAMETER TFJH TOP FLANGE JOIST HANGER 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. STRUCTURAL
<br /> J
<br /> MB MACHINE B
<br /> DIM DIMENSION OUT T.O._ TOP OF(GONG,FTG,ETC) 5. CONDUCT DEMOLITION OPERATIONS&THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
<br /> DBL DOUBLE MFR MANUFACTURED/ING/R TRAN TRANSVERSE COMPLINTERFY
<br /> LOCAL
<br /> WALKS,QUIREM N ADJACENT TFORRECYCINGAN TRUSEENTOFITEM 1. DEAD LOADS: PROPERTY ADDRESS BUILDING OWNER w
<br /> MAX MAXIMUM COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS A. ROOF 18 PSF
<br /> DIP DOUGLAS FIR TYP TYPICAL
<br /> DN DOWN MECH MECHANICAL
<br /> MTL METAL TO BE RECYCLED. B. CEILING 10 PSF
<br /> DWGS DRAWINGS LION UNLESS OTHERWISE NOTED
<br /> MIN MINIMUM 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE.COMPLY WITH C. FLOOR 15 PSF 4106 CLIFF DRIVE BARRY HEREM Q U LLI
<br /> NA NEUTRAL AXIS
<br /> VERT VERTICAL ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. EVERETT,WA 98203 4106 CLIFF DRIVE > N W EA EACH 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL,NATIONAL,STATE AND 2. LIVE LOADS: A.P.N.00464700006703 EVERETT,WA 98203 Z NNCIO
<br /> EF EACH FACE WT WEIGHT FEDERAL SAFETY REQUIREMENTS. A. ROOF 20 PSF(REDUCIBLE) W LL Z
<br /> EW EACH WAY (N) NEW
<br /> NO CAMBER WAIF WELDED WIRE FABRIC B. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES B. FLOOR 40 PSF(30 PSF BEDROOM) BUILDING INFORMATION LOT C OVE RAG E o
<br /> E.O._ EDGE OF NOM NOMINAL W/ WITH UNLESS SPECIFICALLY NOTED OTHERWISE. C. DECK 60 PSF QUJI
<br /> ELEC ELECTRIC/AL NTS NOT TO SCALE WS WOOD SCREW D. ATTIC W/O STORAGE 10 PSF
<br /> LEV ELEVATION ')^
<br /> E # NUMBERIPOUNDS AIP WORK POINT EXISTING BASEMENT AREA = 1,035 SO FT LOT AREA = 10,890 SQ FT V LL
<br /> EMBED EMBEDMENT 3. WIND DESIGN LOADS:
<br /> EN END NAIL A. BASIC WIND SPEED EXISTING FIRST FLOOR AREA = 1,179 SQ FT W
<br /> EQ EQUAL OC ON CENTER B. RISK CATEGORY N�a) 11 MPH(USD) _ I�
<br /> _ EQUIP EQUIPMENT OPNG OPENING C. EXPOSURE CATEGORY B EXISTING TOTAL LIVING AREA = 2,214 SQ FT LL - - 06
<br /> (E) EXISTING OPH OPPOSITE HAND D. INTERNAL PRESSURE COEFF GC t0.18 5 ^
<br /> EJ EXPANSION JOINT OD OUTSIDE DIAMETER E. WALL COMPONENTS&CLADDING +10 PSF/-13 PSF Z4/16 PSF Z5) ` W L.L
<br /> EXT EXTERIOR OW OVER F. ROOF COMPONENTS&CLADDING +10 PSF/-14 PSF(Z2)1-22 PSF(Z3) ^ O(}/I IF) W 1-0
<br /> LA/L
<br /> 4. SEISMIC DESIGN CRITERIA: u VY LL _
<br /> CONSTRUCTION COORDINATION A. OCCUPANCY RISK CATEGORY IIE.L,
<br /> B. IMPORTANCE FACTOR(L) 1.0 { W
<br /> 'QZ3 w >
<br /> C. SEISMIC DESIGN CATEGORY D CITY qF EVERETT
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<br /> CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD(EOR)OF DISCREPENCIES BETWEEN THE D. SITE CLASS D(DEFAULT) Permit Services
<br /> E RE s r�
<br /> CONSTRUCTION DOCUMENTS AND AS-BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON- E. Ss=1.317g S,=0.467g O
<br /> SYMBOL LEGEND REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION.ENGINEER SHALL NOT BE HELD SDe=1.054g SDI=WA
<br /> RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL _
<br /> ALTERATIONS DUE TO NON-COORDINATED FIELD CONDITIONS. 5. SNOW LOADS:ROOF SNOW 25 PSF SCOPE OF WORK
<br /> SHEET NUMBERING SYSTEM: DETAIL&ELEVATION CALLOUT: A. 1. BUILDING DescRIPTION DISCIPLINE DESIGNATION INDICATES THAT DETAIL 1 WILL BE A. THE STRUCTURE IS A ONE-STORY WOOD-FRAMED RESIDENCE OVER A FULL BASEMENT I 1
<br /> FOUND ON SHEET SO.3 BUILT IN 1960.THE RESIDENCE IS RECTANGULAR IN PLAN.THE LONG AXIS IS `J S0.2 DRAWING APPLICABLE BUILDING CODES APPROXIMATELY 60 FEET AND IS ORIENTED NORTH-SOUTH.THE SHORT AXIS IS O
<br /> TYPE APPROXIMATELY 22 FEET.
<br /> 1 DESIGNATION SECTION OR ELEVATION INDICATING THAT B. THE FOUNDATION IS COMPRISED OF A CONCRETE PERIMETER FOUNDATION WALL.
<br /> S2.2 Z DETAIL 1 WILL BE FOUND ON SHEET SO.1 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) C. THE WALL FRAMING IS COMPRISED OF 2X4 STUDS AT 16 INCHES ON CENTER AND IS
<br /> 50.1 ARROW INDICATES VIEWING DIRECTION 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) SHEATHED WITH PLYWOOD.
<br /> 2018 WASHINGTON STATE ENERGY CODE(WSEC) D. THE ROOF FRAMING IS COMPRISED OF 2X RAFTERS AT 12 INCHES ON CENTER AND IS
<br /> SHEET NUMBER SHEATHED WITH ORIENTED STRAND BOARD OVER 1X SKIP SHEATHING.
<br /> c BEYONDZERO �1-.Y 3� EVE RE Tm 2. A. TE SCOPE
<br /> A. THE SCOPE OF THIS PROJECT INCLUDES THE ADDITION OF A 208 SF EXPANSION OF AN
<br /> c P'E RMi T THE EXISTING
<br /> RESIDE DECK
<br /> WITH A ROOF COVER ON THE NORTHWEST SIDE OF THE MAIN LEVEL OF
<br /> MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER' B. THE REMODEL USES LIKE-KIND MATERIALS FOR THE DECK EXPANSION,
<br /> C. THE OCCUPANCY OF THE BUILDING IS UNCHANGED.
<br /> D. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. OIL 0
<br /> WORK POINT,CONTROL A GRID AT FACE OF FRAMING
<br /> POINT OR DATUM
<br /> MATERIAL LEGEND / GRID AT CENTER OF FRAMING
<br /> ® INDICATES A CONTINUOUS A
<br /> WOOD MEMBER IN SECTION. Subject TO Field inspection
<br /> aQ,+ INDICATES PLYWOOD
<br /> INDICATES SOLID WOOD S H E ET I N D EX Z o
<br /> BLOCKING IN SECTION. ® INDICATES METAL
<br /> NDICATES SAND OR GROUT
<br /> INDICATES UNDISTURBED EARTH (STUCCO @ ELEVATIONS) 0
<br /> O F
<br /> $ �.,';,-`'..'..,', ( A0.1 LOCATION MAP&GENERAL NOTES
<br /> A0.2 PLOT PLAN
<br /> THESE DOCUMENTS HAVE A2.1 BASEMENT LEVEL FLOOR PLAN
<br /> U - INDICATES COMPACTED EARTH INDICATES NEW CONCRETE NOT BEEN APPROVED FOR THE A22 MAIN LEVEL FLOOR PLAN
<br /> ACC! ISSUANCE OF PUBLIC WORKS, A3.1 PHOTO ELEVATIONS y
<br /> INDICATES GRAVEL] MECHANICAL,FIRE SUPPRESSION, A3.2 SECTIONS
<br /> Q AGGREGATE BASE INDICATES EXISTING CONCRETE ELECTRICAL OR PLUMBING PERMITS. 80.1 STANDARD STRUCTURAL NOTES 0
<br /> E
<br /> 50.2 STANDARD STRUCTURAL DETAILS y THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. S2.2 ROOF FRAMING PLAN
<br /> = DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET.
<br /> 54.1 STRUCTURAL DETAILS
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<br /> 13 9 5 1
<br /> D A DATE
<br /> a 14 10 8 2 1/20/2023
<br /> E B
<br /> DRAWN
<br /> � 15 11 7 3 TSL
<br /> Do 16 12 8 4 F C JOB NO
<br /> C2B51D40.01
<br /> DETAILS BUILDING SECTIONS AND SHEET
<br /> A�.
<br /> n. WALL FRAMING ELEVATIONS
<br /> A
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