Laserfiche WebLink
ca <br />a. <br />T <br />LL <br />HEIDEL RESIDENCE <br />TREE IMPACT DAMAGE REPAIR <br />ABBREVIATIONS <br />GENERAL NOTES <br />1. <br />THE SCOPE OF WORK COVERED UNDER THIS PERMIT IS RECONSTRUCTION OF THE HEIDEL <br />ABV <br />ABOVE <br />F.O._ <br />FACE OF (CONC,FTG,ETC) <br />PJP <br />PARTIAL JOINT PENETRATION <br />RESIDENCE AFTER A MODERATE FIRE. <br />AFF <br />ABOVE FINISH FLOOR <br />FN <br />FIELD NAILING <br />PEN <br />PENETRATION <br />2. <br />ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE AND OTHER <br />ADDIL <br />ADDITIONAL <br />FIN <br />FINISH <br />d <br />PENNY <br />APPLICABLE CODES AND STANDARDS. <br />AGGIR <br />AGGREGATE <br />FF <br />FINISH FLOOR <br />PERP <br />PERPENDICULAR <br />3. <br />IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING <br />ALT <br />ALTERNATE <br />FLIR <br />FLOOR <br />PC <br />PIECE <br />CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK. THEY <br />AB <br />ANCHOR BOLT <br />FT <br />FOOT/FEET <br />PL <br />PLATE <br />SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE <br />& <br />AND <br />FTG <br />FOOTING <br />PLUMB <br />PLUMBING <br />PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL <br />L <br />ANGLE <br />FDN <br />FOUNDATION <br />PLYWD <br />PLYWOOD <br />MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED <br />ARCH <br />ARCHITECT/URAL <br />FRMG <br />FRAMING <br />LBS <br />POUNDS <br />OTHERWISE ON NEW PLANS. <br />@ <br />AT <br />PSF <br />POUNDS PER SQUARE FOOT <br />4. <br />IT 1S THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY <br />GA <br />GAGE <br />PSI <br />POUNDS PER SQUARE INCH <br />APPLY TO THIS PROJECT OF THE "SAFETY STANDARD FOR CONSTRUCTION WORK" ISSUED BY THE <br />BM <br />BEAM <br />GALV <br />GALVANIZED <br />PDF <br />POWDER DRIVEN FASTENER <br />STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT <br />BLW <br />BELOW <br />GT <br />GIRDER TRUSS <br />PT <br />PRESSURE TREATED <br />ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE <br />BTWN <br />BETWEEN <br />GLB <br />GLU-LAM <br />PROJ <br />PROJECTION <br />REQUIREMENTS. <br />BLK <br />BLOCK <br />GR <br />GRADE <br />5. <br />IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL <br />BLKG <br />BLOCKING <br />GYP <br />GYPSUM <br />R <br />RADIUS <br />FORMS, BRACING AND SHORING REQUIRED. <br />BOT <br />BOTTOM <br />RWL <br />RAIN WATER LEADER <br />6. <br />THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL <br />B.O. - <br />BOTTOM OF <br />FIGIR <br />HANGER <br />REINIF <br />REINFORCE/ING/MENT/D <br />ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. <br />BN <br />BOUNDARY NAILING <br />HWS <br />HEADED WELDED STUD <br />(R) <br />REPLACE <br />7. <br />CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. <br />BRCG <br />BRACING <br />HDR <br />HEADER <br />REQD <br />REQUIRED <br />8. <br />(N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT. <br />BLDG <br />BUILDING <br />HT <br />HEIGHT <br />RIF <br />ROOF <br />9. <br />DO NOT SCALE DRAWINGS. <br />HSB <br />HIGH STRENGTH BOLTS <br />RO <br />ROUGH OPENING <br />10. <br />OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS <br />CBC <br />CALIFORNIA BUILDING CODE <br />HD <br />HOLDOWN <br />SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. <br />C <br />CAMBER <br />FISS <br />HOLLOW STRUCTURAL <br />SECT <br />SECTION <br />11. <br />THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, <br />CIP <br />CAST IN PLACE <br />SECTION <br />SHTG <br />SHEATHING <br />ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. <br />CLG <br />CEILING <br />HORIZ <br />HORIZONTAL <br />12. <br />SMOKE REMEDIATION BY OTHERS. <br />CL <br />CENTER LINE <br />HDG <br />HOT DIPPED GALVANIZED <br />SMS <br />SHEET METAL SCREWS <br />CTR <br />CENTER <br />Sim <br />SIMILAR <br />C <br />CHANNEL <br />INFO <br />INFORMATION <br />Si <br />SLAB JOINT <br />CLIR <br />CLEAR <br />ID <br />INSIDE DIAMETER <br />SPCG <br />SPACING <br />COL <br />COLUMN <br />INT <br />INTERIOR <br />SQ <br />SQUARE <br />CJP <br />COMPLETE JOINT PENETRATION <br />STAG <br />STAGGERED <br />CONC CONCRETE JT JOINT STD STANDARD <br />CMU <br />CONCRETE MASONRY UNIT <br />JST <br />JOIST <br />STL <br />STEEL <br />DEMOLITION NOTES. <br />CTUP <br />CONCRETE TILT -UP PANEL <br />JH <br />JOIST HANGER <br />STIF <br />STIFFENER <br />CONN <br />CONNECTION <br />STRUCT <br />STRUCTURE/AL <br />Ci <br />CONSTRUCTION/COLD JOINT <br />KSI <br />KIPS PER SQUARE INCH <br />SP <br />STRUCTURAL PLYWOOD <br />1 <br />ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON <br />CONT <br />CONTINUOUS <br />AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. <br />CONTIR <br />CONTRACTOR <br />LS <br />LAG SCREW <br />THK <br />THICK <br />2. <br />ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE <br />CRC <br />CALIFORNIA RESIDENTIAL CODE <br />LWC <br />LIGHT WEIGHT <br />THIRD <br />THREADED <br />PROTECTED FROM DAMAGE DURING DEMOLITION. <br />CSK <br />COUNTERSINK <br />CONCRETE <br />THRU <br />THROUGH <br />3. <br />DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE <br />LONGIT <br />LONGITUDINAL <br />TN <br />TOE NAIL <br />SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC <br />DIAG <br />DIAGONAL <br />LLH <br />LONG LEG HORIZONTAL <br />T&G <br />TONGUE AND GROOVE <br />SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND <br />DS <br />DIAGONAL SHEATHING <br />LLV <br />LONG LEG VERTICAL <br />T&B <br />TOP AND BOTTOM <br />GAPS TO PREVENT DUST MIGRATION. <br />0 <br />DIAMETER <br />TFJH <br />TOP FLANGE JOIST HANGER <br />4. <br />USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. <br />DIM <br />DIMENSION <br />MB <br />MACHINE BOLT <br />T.O. <br />TOP OF (CONC, FTG, ETC) <br />5. <br />CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM <br />DBIL <br />DOUBLE <br />MFR <br />MANUFACTURE/D/ING/R <br />TRAW <br />TRANSVERSE <br />INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES. <br />DF <br />DOUGLAS FIR <br />MAX <br />MAXIMUM <br />TYP <br />TYPICAL <br />COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS <br />DN <br />DOWN <br />MECH <br />MECHANICAL <br />TO BE RECYCLED. <br />DWGS <br />DRAWINGS <br />MTL <br />METAL <br />LION <br />UNLESS OTHERWISE NOTED <br />6. <br />DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH <br />MIN <br />MINIMUM <br />ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. <br />EA <br />EACH <br />VERT <br />VERTICAL <br />7. <br />DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND <br />EF <br />EACH FACE <br />NA <br />NEUTRAL AXIS <br />WT <br />WEIGHT <br />FEDERAL SAFETY REQUIREMENTS. <br />EW <br />EACH WAY <br />(N) <br />NC <br />NEW <br />NO CAMBER <br />WWF <br />WELDED WIRE FABRIC <br />8. <br />DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES <br />E.O. <br />EDGE OF <br />NOM <br />NOMINAL <br />W/ <br />WITH <br />UNLESS SPECIFICALLY NOTED OTHERWISE. <br />ELEC <br />ELECTRIC/AL <br />NTS <br />NOT TO SCALE <br />WS <br />WOOD SCREW <br />ELEV <br />ELEVATION <br /># <br />NUMBER/POUNDS <br />WP <br />WORK POINT <br />EMBED <br />EMBEDMENT <br />EN <br />END NAIL <br />EQ <br />EQUAL <br />OC <br />ON CENTER <br />EQUIP <br />EQUIPMENT <br />OPNG <br />OPENING <br />(E) <br />EXISTING <br />OPH <br />OPPOSITE HAND <br />EJ <br />EXPANSION JOINT <br />OD <br />OUTSIDE DIAMETER <br />EXT <br />EXTERIOR <br />Ow <br />OVER <br />SYMBOL LEGEND <br />SHEET NUMBERING SYSTEM: DETAIL & ELEVATION CALLOUT: <br />DISCIPLINE INDICATES THAT DETAIL 1 WILL BE <br />DESIGNATION FOUND ON SHEET S0.3 <br />SO.2 <br />DRAWING <br />TYPE <br />DESIGNATION SECTION OR ELEVATION INDICATING THAT <br />DETAIL 1 WILL BE FOUND ON SHEET S0.1 <br />.2 ARROW INDICATES VIEWING DIRECTION <br />SHEET NUMBER <br />BEYOND ZERO <br />MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER: <br />WORK POINT, CONTROL GRID AT FACE OF FRAMING <br />POINT OR DATUM <br />MATERIAL LEGEND GRID AT CENTER OF FRAMING <br />INDICATES A CONTINUOUS )_ <br />WOOD MEMBER IN SECTION. = INDICATES PLYWOOD <br />INDICATES SOLID WOOD <br />BLOCKING IN SECTION. y Z/ = INDICATES METAL <br />/y <br />INDICATES SAND OR GROUT <br />INDICATES UNDISTURBED EARTH (STUCCO F NISH @ ELEVATIONS) <br />4 <br />P. <br />INDICATES COMPACTED EARTH INDICATES NEW CONCRETE <br />INDICATES GRAVEL/ <br />AGGREGATE BASE INDICATES EXISTING CONCRETE <br />THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. <br />DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET. <br />13 <br />9 <br />5 <br />1 <br />14 <br />10 <br />6 <br />2 <br />15 <br />11 <br />7 <br />3 <br />16 <br />12 <br />8 <br />D <br />A <br />E <br />B <br />F <br />C <br />DETAILS BUILDING SECTIONS AND <br />WALL FRAMING ELEVATIONS <br />CONSTRUCTION COORDINATION <br />CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPENCIES BETWEEN THE <br />CONSTRUCTION DOCUMENTS AND AS -BUILT FIELD CONDITIONS PRIOR TO PURCHASING NOW <br />REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD <br />RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL <br />ALTERATIONS DUE TO NON -COORDINATED FIELD CONDITIONS. <br />APPLICABLE BUILDING CODES <br />2018 INTERNATINAL RESIDENTIAL CODE (IRC) <br />2018 INTERNATIONAL PLUMBING CODE (UPC) <br />2018 INTERNATIONAL MECHANICAL CODE (IMC) <br />2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) <br />2018 WASHINGTON STATE ENERGY CODE (WSEC) <br />DESIGN <br />PROFESSIONAL INFORMATION <br />DEGENKOLB ENGINEERS <br />SACRAMENTO OFFICE: <br />SAN FRANCISCO OFFICE: <br />SEATTLE OFFICE: <br />428 J STREET <br />375 BEALE STREET <br />600 UNIVERSITY STREET <br />SUITE 500 <br />SUITE 500 <br />SUITE 720 <br />SACRAMENTO, CA 95814 <br />SAN FRANCISCO, CA 94105 <br />SEATTLE, WA 98101 <br />(916) 418-9100 <br />(415) 392-6952 <br />(206) 262-9240 <br />OAKLAND OFFICE: <br />LOS ANGELES OFFICE: <br />SAN DIEGO OFFICE: <br />1300 CLAY STREET <br />300 SOUTH GRAND AVENUE <br />225 BROADWAY <br />9TH FLOOR <br />SUITE 3850 <br />SUITE 1325 <br />OAKLAND, CA 94612 <br />LOS ANGELES, CA 90071 <br />SAN DIEGO, CA 92101 <br />(510) 272-9040 <br />(213) 596-5000 <br />(619) 515-0299 <br />DESIGN CRITERIA <br />ARCHITECTURAL <br />AUG 16 2021 <br />CITY OF EVFRET'I' <br />permit services <br />OCCUPANCY CLASSIFICATION <br />GROUP R-3 <br />LUUA I 1UN MAF <br />CONSTRUCTION TYPE <br />TYPE VB-WOOD FRAME (NOWSPRINKLERED) <br />NORTH <br />CLIMATE ZONE <br />4C <br />STRUCTURAL <br />PROJECT INFORMATION <br />1. DEAD LOADS: <br />A. ROOF <br />10 PSF <br />PROPERTY ADDRESS BUILDING OWNER <br />B. CEILING <br />10 PSF <br />1717 PINE ST EDWARD HEIDEL <br />2. LIVE LOADS: <br />EVERETT, WA 98201-2162 13322 HIGHWAY 99 #201 <br />A. ROOF <br />20 PSF (REDUCIBLE) <br />A.P.N. 006054-005-005-00 EVERETT, WA 98204 <br />B. ATTIC W/O STORAGE <br />10 PSF <br />LOT <br />COVERAGE <br />3. WIND DESIGN LOADS: <br />A. BASIC WIND SPEED (VOLT) <br />98 MPH (ULT) <br />B. RISK CATEGORY <br />11 <br />TOTAL BUILDING = 735 SO FT <br />C. EXPOSURE CATEGORY <br />B <br />D. INTERNAL PRESSURE COEFF (GCpl) <br />0.18 <br />E. WALL COMPONENTS & CLADDING <br />+11 PSF/-12 PSF (Z4)/-14 PSF (Z5) <br />LOT AREA = 6,000 SO FT <br />F. ROOF COMPONENTS & CLADDING <br />+11 PSF/-44 PSF (Z2R)/-52 PSF (Z3R) <br />4. SEISMIC DESIGN CRITERIA: <br />A. OCCUPANCY RISK CATEGORY <br />11 <br />B. IMPORTANCE FACTOR (Is) <br />1.0 <br />C. SEISMIC DESIGN CATEGORY <br />D <br />D. SITE CLASS <br />D (DEFAULT) <br />E. Ss = 1.201g S1 = 0.427g <br />SIDS = 0.961g <br />5. FLOOD LOADS: NOT APPLICABLE <br />6. SNOW LOADS; <br />A. GROUND SNOW <br />B. ROOF SNOW (4:12) <br />25 PSF <br />25 PSF <br />SCOPE OF WORK <br />1. BUILDING DESCRIPTION: <br />A. THE STRUCTURE IS A ONE-STORY WOOD -FRAMED RESIDENCE BUILT IN 1942. THE <br />RESIDENCE IS RECTANGULAR IN PLAN. THE LONG AXIS IS APPROXIMATELY 31 FEET AND Is <br />ORIENTED NORTH -SOUTH. THE SHORT AXIS IS APPROXIMATELY 24 FEET. <br />B. THE FOUNDATION IS COMPRISED OF A CONCRETE PERIMETER FOUNDATION WALL WITH A <br />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 />SHEATHED WITH PLYWOOD. <br />D. THE ROOF FRAMING IS COMPRISED 2X4 RAFTERS AND 2X6 CEILING JOISTS @ 16" OC WITH <br />A COLLAR TIE CONNECTING EVERY 32" OC. <br />2. DAMAGE DESCRIPTION: <br />A. A TREE FELL ON THE ROOF AND DAMAGED THE ROOF FRAMING. THE ROOF FRAMING AND <br />SHEATHING ARE BEING REPLACED. <br />3. PROJECT SCOPE: <br />A. THIS REPAIR USES LIKE -KIND MATERIALS TO REPAIR THE DAMAGED COMPONENTS. <br />B. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. <br />C. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. <br />SHEET INDEX, <br />A0.1 LOCATION MAP & GENERAL NOTES <br />A0.2 PLOT PLAN <br />A2.1 EXISTING FLOOR PLAN <br />A3.1 PHOTO ELEVATIONS <br />S0.1 STANDARD STRUCTURAL NOTES THESE DOCUMENTS HAVE <br />NOT BEEN <br />S0.2 STANDARD STRUCTURAL DETAILS APPROVED FOR THE ISSUANCE <br />CE OF <br />S2.2 ROOF AND CEILING FRAMING PLANS PUBLIC '40RKS, MECHANIC <br />L, FIRE <br />S4.1 STRUCTURAL DETAILS SUPPRESSION, ELECTRICAL <br />OR <br />PLUI SING PERMITS, <br />Additional Permits Are Required <br />For This Project To Include: <br />Plumbing Sprinkler <br />Mechanical Fire Alarm <br />Electrical <br />(31TY OF EVE RET1 <br />REVIEWED FOR PERMI' <br />Permit #: B2107-071 <br />Site Address: 1717 PINE ST <br />n­ U <br />­1 : <br />LIULL F_UVViAF%LJ %J <br />cant: <br />[TenName] <br />). Date: <br />7/28/2021 <br />)posed Use: <br />RESIDENTIAL ALTERATIONS <br />scription: <br />ROOF REPAIR: FRAMING& SHEATHING TO <br />BE REPLACED IN LIKE -KIND <br />hewed By <br />Date: <br />'Office Set <br />Job Site Set Fire/Planning Set <br />o ��oE <br />T- 0 <br />zo w 000) -60 <br />C/3 M <br />LU <br />E9 LU �C, <br />1a <br />�! M <br />Z Z 04. a) <br />I Ci v <br />C> L9 <br />C') d w <br />LU c:, <br />O to (D CNI <br />4_0 C WAS <br />47029 <br />0 <br />W <br />w <br />O <br />z <br />04 <br />J <br />w <br />C <br />N <br />C) <br />Z <br />w <br />W U) <br />04 <br />z <br />0 <br />� W <br />00 <br />w <br />W Z <br />0) <br />CD <br />w - <br />< <br />OL <br />W <br />CLF. <br />< <br />w <br />Lij <br />ry <br />w <br />Z <br />> <br />w <br />p <br />U <br />O <br />Q <br />S) <br />0- <br />iv <br />0 <br />CL4� <br />.r <br />0 <br />Z <br />0 <br />cn <br />cc <br />DATE <br />5/26/2021 <br />DRAWN <br />MMS <br />JOB <br />NO <br />C11329011.00 <br />SHEET <br />AO.1 <br />