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GENERAL NOT -"S:
<br />GENERAL CONDITIONS:
<br />1, DO NOT SCALE DRAWINGS.
<br />2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY
<br />PROVIDED AS IF DRAWN IN FULL.
<br />3, ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH
<br />ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK
<br />SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH
<br />SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE
<br />PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR
<br />EXPENSE.
<br />4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
<br />LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS.
<br />5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS
<br />AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION
<br />REPORTS TO THE OWNER.
<br />6, ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS
<br />EXISTING MATERIALS.
<br />1. THE CONTRACTOR SHALL FILE FOR AND SHALL OBTAIN THE PERMITS FOR ALL WORK IF
<br />REQUIRED BY ANY GOVERNMENTAL AGENCIES.
<br />8. MECHANICAL AND ELECTRICAL TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE
<br />BIDDER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY
<br />LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW
<br />MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE
<br />ENERGY CODE. THE COST OF SUCH MECHANICAL PERMITS SHALL BE INCLUDED IN THE BID.
<br />9. CONTACT THIS OFFICE AT (206) 281-1500 IF ANY DAMAGE IS FOUND OUTSIDE THIS SCOPE OF
<br />WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING(S) ARE
<br />FOUND DURING THE CONSTRUCTION WORK
<br />SITE CONDITIONS, SAFETY AND DEh1 ITf :
<br />10, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE,
<br />INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE
<br />WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS.
<br />11. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND
<br />SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE
<br />PROJECT.
<br />12,. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF
<br />PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK.
<br />BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED
<br />AND THROUGHOUT THE DURATION OF THE WORK
<br />13. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING
<br />MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES.
<br />14, THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC., TO
<br />CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS
<br />NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
<br />MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE,
<br />15. THE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE
<br />EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING, BUT NOT LIMITED TO:
<br />GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL,
<br />MATERIAL STORAGE, ETC.
<br />16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING,
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK
<br />11. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF THE
<br />BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR
<br />WORK SUFFICIENTLY AND TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK
<br />PROGRESSES.
<br />IS, PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION
<br />ACTIVITY.
<br />IS. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE
<br />DURING CONSTRUCTION.
<br />20. PRIOR TO GENERAL/SELECTIVE: DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE
<br />PERMISSION OF THE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS
<br />PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND
<br />IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND
<br />DISPOSE OF OFF SITE AT AN APPROVED DUMP SITE AFTER OBTAINING (OWNER'S) PERMISSION
<br />TO DO SO.
<br />21. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.
<br />22. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION
<br />DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE.
<br />23. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR DAMAGE.
<br />24. THE CONTRACTOR 1$ TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED
<br />DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE: END OF EACH DAY AND AT THE END
<br />OF THE PROJECT.
<br />CONSTRUCTION:
<br />25, ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY
<br />STANDARDS AND CODE REQUIREMENTS.
<br />26. PROVIDE WEATHER -RESISTIVE BEHIND WALL CLADDING IN ACCORDANCE WITH IRC R103,
<br />21, PROVIDE FLASHING$ FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IRC R303,
<br />28. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE
<br />WITH EACH OTHER, I.E. SEALANT$ AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL
<br />'N' STICK) MEMBRANE, ETC.
<br />29. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON
<br />STATE ENERGY CODE.
<br />30. ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT
<br />EDITION OF THE WASHINGTON STATE ENERGY CODE.
<br />31. WINDOWS, SLIDING GLASS DOORS AND DOORS SHALL BE INSTALLED WITH PENETRATION
<br />FLASHINGS AND IN ACCORDANCE IRC R103.4 AND WITH ASTM E 2112,
<br />32. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS THROUGH FIRE -RESISTANCE
<br />RATED ASSEMBLIES ARE TO BE SEALED WITH A FIRE RATED EXPANDING FOAM OR SEALANT.
<br />THE FOAM OR SEALANT IS TO BE IN ACCORDANCE WITH ASTM E $14 OR UL 1419 WITH AN F AND
<br />T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IRC 302.4.
<br />33. ALL NEW WOOD PLATES, NAILING STRIPS, AND LEDGERS IN CONTACT WITH CONCRETE OR
<br />EXPOSED TO THE WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC.,
<br />SHALL BE PAINTED WITH (2) COATS OF WOOD PRESERVATIVE PANT.
<br />34, PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS.
<br />35, ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE
<br />PLUMBING CODE AMENDMENT RCW 1921.110.
<br />UILD INCH ENVELOPE SPECIFICATIONS:
<br />ENERGY CODE:
<br />PROVIDE THERMAL INSULATION IN ACCORDANCE WITH 2O15 WASHINGTON STATE
<br />ENERGY CODE IN ACCORDANCE WITH RESIDENTIAL TABLE R402.1.1
<br />ATTIC/ROOF
<br />R-4S
<br />EXTERIOR WALL
<br />R-15 (2x4 FRAMING, EXIST.)
<br />HEADERS
<br />R-10
<br />FLOOR
<br />R-30
<br />ACCESS HATCHES AND DOORS
<br />SAME AS SPACE ACCESSING
<br />HVAC DUCTS (ATTIC)
<br />R-8
<br />EXHAUST DUCTS (ATTIC)
<br />R-4
<br />HOT WATER PIPES
<br />R-4
<br />GLAZING U=0.30 MAX.
<br />DOORS U = 0.30 MAX.
<br />A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R-VALUES, WINDOW AND DOOR
<br />U-VALUES, DUCT AND AIR LEAKAGE TESTING RESULTS SHALL BE POSTED ADJACENT
<br />TO THE ELECTRICAL PANEL.
<br />WINDOWS AND SLIDING GLASS DOORS (R402.4.3):
<br />WINDOWS SHALL MEET THE FOLLOWING SPECIFICATIONS:
<br />1. SHALL BE NRFC 100 CERTIFIED.
<br />2. HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT WHEN
<br />TESTED IN ACCORDANCE WITH NRFC 400 OR AAMA/WDMA/CSA 101/1.5.2/A440,
<br />XTERIOR DOORS (R402.4.3):
<br />EXTERIOR DOORS SHALL HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.5 CFM
<br />PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRFC 400 OR
<br />AAMA/WDMA/CSA 101/I.6.2/A440.
<br />VAPOR RETARDER$ (IR402.1.5):
<br />PROVIDE A VAPOR RETARDER WITH A MINIMUM ONE PERM DRY CUP RATING ON
<br />INTERIOR (WARM) SIDE OF CEILINGS, WALLS AND FLOORS THAT SEPARATE A HEATED
<br />FROM AN UNHEATED SPACE.
<br />VAPOR RETARDER SHALL BE 6 MIL POLYETHYLENE SHEETING. PVA PAINT HAVING A
<br />PERMEANCE RATING OF ONE PERM DRY CUP RATING OR LESS IS ACCEPTABLE ON
<br />WALLS AND CEILING.
<br />ATTACH POLYETHYLENE SHEETING TO THE UNDERSIDE OF CEILING JOISTS AND
<br />INTERIOR FACE OF WALL STUDS BY APPLYING CONTINUOUS BEAD OF SEALANT TO
<br />EACH JOIST OR STUD,
<br />INSTALL POLYETHYLENE IN CONTINUOUS SHEETS AS MUCH AS POSSIBLE, ACROSS
<br />CEILING AND WALL. WHERE LAPS DO OCCUR, THE LAPS SHALL BE 6" MINIMUM AND
<br />SEALED WITH TAPE OR SEALANT. CONTINUOUSLY SEAL BOTTOM AND TOP EDGES TO
<br />WALL AND CEILING TERMINATIONS. SEAL VAPOR RETARDER TO ANY CONDUIT, BOXES, '
<br />PIPING OR OTHER ITEMS WITHIN THE CEILING AND WALL SYSTEM, REPAIR ANY TEARS
<br />OR PENETRATIONS OF VAPOR RETARDER WITH APPROVED TAPE PRIOR TO
<br />INSTALLATION OF DRYWALL.
<br />CRAWL f2PACE VAPOR RETARDER:
<br />PROVIDE A MINIMUM 10 MIL THICK BLACK POLYETHYLENE SHEET OR SIMILAR CLASS I
<br />WITH A VAPOR RETARDER WITH A 0.1 PERM OR LESS RATING IN ACCORDANCE WITH
<br />ASTM E 96.
<br />THE VAPOR RETARDER SHALL BE PLACED OVER THE EXPOSED EARTH IN THE CRAWL
<br />SPACE, LAP JOINTS SHALL BE 12" AND SEALED AND SHALL EXTEND UP VERTICAL
<br />SURFACES 6" MINIMUM AND BE SEALED TO THE FOUNDATION WALLS.
<br />MECHANICAL VENTILATION:
<br />PROVIDE SOURCE SPECIFIC FANS IN ACCORDANCE WITH WASHINGTON STATE
<br />MECHANICAL CODE.
<br />SOURCE SPECIFIC:
<br />RANGE HOOD 100 CFM
<br />BATHROOMS 50 CFM 1.0 SONE MAX.
<br />LAUNDRY ROOMS 50 CFM 1.0 SONE MAX.
<br />EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE RESIDENCE ARE
<br />TO BE LOCATED A MINIMUM OF V-0" FROM WINDOW AND DOOR OPENINGS.
<br />LIGHTING (R404.1).,
<br />A MINIMUM OF 15 PERCENT OF ALL NEW PERMANENTLY INSTALLED BULBS IN LIGHTING
<br />FIXTURES SHALL BE NIGH -EFFICACY BULBS.
<br />RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE
<br />IC -RATED AND CERTIFIED UNDER E 263 AS HAVING AN AIR LEAKAGE RATE NOT MORE
<br />THAT 2.0 CFM WHEN TESTED AT A IB1 PSF (15 PA) AND SHALL HAVE A LABEL
<br />ATTACHED SHOWING COMPLIANCE.
<br />FIR PROTECTION NOTES:
<br />SMOKE DETECTORS:
<br />SMOKE DETECTORS SHALL CONFORM TO REQUIREMENTS OF IRC SECTION R314 AND THE
<br />FOLLOWING SPECIFICATIONS:
<br />• SMOKE DETECTORS SHALL BE HARD WIRED TO THE BUILDING ELECTRICAL SYSTEM AND
<br />SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
<br />WILL ACTIVATE ALL OF THE ALARMS.
<br />• ALARMS SHALL COMPLY WITH UL 211
<br />• ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 12 AND MANUFACTURER'S
<br />RECOMMENDATIONS
<br />SMOKE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
<br />• IN EACH BEDROOM.
<br />• IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM.
<br />CARBON MONOXIDE ALARMS:
<br />PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH THE IRC, SECTION R315.
<br />• SHALL BE CONNECTED TO THE BUILDINGS POWER SOURCE.
<br />• ALARMS SHALL BE INSTALLED IN ACCORDANCE THE MANUFACTURER'S INSTALLATION
<br />RECOMMENDATIONS.
<br />• COMBINATION CARBON MONOXIDE / SMOKE ALARMS SHALL COMPLY WITH UL 2034 AND
<br />UL 211.
<br />CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
<br />• IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM.
<br />• ON EACH FLOOR OF THE BUILDING.
<br />WORK THIS PERMIT,
<br />SHOWN SHADED
<br />le
<br />SITE PLAN � I THE INFORMATION ON THIS SITE PLAN IS
<br />SCALE: I" = 20'-0" �� SCHEMATIC AND HAS BEEN DERIVED
<br />FROM THE SITE PLAN INFORMATION ON
<br />TRUE PROJECT RECORD WITH SNOHOMISH COUNTY,
<br />NORTH NORTH AERIAL PHOTOGRAPHS AND SITE VISIT.
<br />STRUCTURAL NOTES CCONTJ:
<br />GENERAL WOOD FRAMING NOTES:
<br />1, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES
<br />23-25 IN ICC-ES EVALUATION REPORT ESR-1535.
<br />2, PROVIDE CONTINUOUS 2x SOLID BLOCKING OR A RIM JOIST FOR FRAMING MEMBERS
<br />AT ALL SUPPORTS,
<br />3. FLUSH BEAMS (FB) NOT CALLED OUT ON THE PLANS SHALL BE DOUBLE'JOISTS,
<br />4. PROVIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST
<br />SPAN.
<br />5. ALL COLUMNS NOT CALLED OUT ON THE PLANS AND/OR SCHEDULE SHALL BE (2)
<br />STUDS SPIKED TOGETHER WITH 10d COMMON NAILS AT 6" O.G., STAGGERED WITH
<br />ADJACENT NAILS DRIVEN FROM OPPOSITE SIDES.
<br />6. ALL LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 10D
<br />NAILS AT 6" O.C. ALONG EACH EDGE UNLESS OTHERWISE NOTED.
<br />1. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD,
<br />6. PROVIDE SILL SEAL/GASKET BETWEEN LUMBER AND CONCRETE OR MASONRY,
<br />SEALER/GASKET SHALL PROVIDE A CAPILLARY BREAK.
<br />S. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)
<br />2x8 OR A 3 1/2"x 1 1/4" LAMINATED STRAND LUMBER (LSL) WITH ONE CRIPPLE AND
<br />ONE STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS, AND (2) 2x12 WITH TWO
<br />CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-0" WIDE,
<br />10, PROVIDE ONE LAYER OF 400 ASPHALT IMPREGNATED BUILDING PAPER AT
<br />CONTACT SURFACES BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.
<br />11. CURRENT IBC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC ACCESS
<br />AT CODES.ICCSAFE.ORG,
<br />ROOF SHEATHING:
<br />APPLY TWO LAYERS OF PLYWOOD/OSB TO MATCH EXISTING PLYWOOD AND SKIP
<br />SHEATHING THICKNESS 05/32" MIN.) NAILED TO JOISTS WITH 106 NAILS AT ro" O.G. AT ALL
<br />SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. NEW ROOF
<br />SHEATHING TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS. EXISTING SHEATHING
<br />PANELS THAT ARE CUT SHALL STILL SPAN ACROSS A MINIMUM OF THREE SUPPORTS OR
<br />BE REPLACED.
<br />EXTERIOR WALL SHEATHING,
<br />APPLY PLYWOOD/OSB TO MATCH EXISTING EXTERIOR WALL SHEATHING THICKNESS (3/5"
<br />MIN.) NAILED TO STUDS WITH 10d NAILS AT 6" O.G. AT ALL SUPPORTED PANEL EDGES
<br />AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE
<br />BACKED WITH 2" NOMINAL OR WIDER FRAMING.
<br />SCOPE OF LUORK SUMMA �r
<br />TYFE: FIRE DAMAGE REPAIR
<br />THE PURPOSE OF THESE DRAWINGS IS TO SHOW REPAIRS FOR THE DAMAGE CAUSED BY THE
<br />RECENT FIRE AT THE BRADDOCK RESIDENCE IN EVERETT, WASHINGTON.
<br />THE STRUCTURAL DAMAGE IS LIMITED TO THE ROOF FRAMING AND GABLE END WALL FRAMING
<br />WHICH IS BEING REPLACED IN -KIND TO MATCH EXISTING. THERE ARE NO ADDITIONS OR
<br />ALTERATIONS. INTERIOR FINISHES WILL BE REMOVED AND REPLACED AS REQUIRED,
<br />THERE IS NO INCREASE IN THE EXISTING BUILDING FOOTPRINT.
<br />EXCLUSIONS,
<br />NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING FRAMING MEMBERS.
<br />ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER -RESISTIVE
<br />ASSEMBLIES, ETC. IS NOT INCLUDED IN THESE DRAWINGS.
<br />Permit#: B1907-012
<br />Site Address: 3104 TU LALIP AVE
<br />Owner: BRADDOCK LAURA C & ADAM J
<br />Tenant: [TenNamej
<br />App. Date: 7/10/2019
<br />Proposed Use: SFR DETACHED
<br />Description: REPAIR DAMAGE TO EXTG SFR DUE TO FIRE
<br />Reviewed By: Date:
<br />Office Set Jab Site Set Fire/Planning Set
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<br />AS,iESSOR'S No.: 005ro19Q,i1 oom I
<br />ClTvi OF:EVE ;.ETT
<br />LEGAL D"MSCRIPtION: Permit Services
<br />RooBUCKER PARK ADD TO EVERETT BLK 011 D-01 - NELY 100FT OF LOT and trusses r p designed
<br />2 t THE NELY 100FTOF THE NWLY 1/2 OF LOT 3 and to licensed
<br />prepared by
<br />a State li+rensed structural
<br />engineer.
<br />SUILD INCH DATA: L
<br />JURISDICTION: CITY OF EVERETT
<br />CODES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
<br />2015 WASHINGTON STATE ENERGY CODE (WsECAdditional Permits Are Required
<br />OCCUPANCY: R, 3(S NGLE FAMILY DETACHERES DENDC��W DENSITY) For This Project To Include'
<br />LOT SIZE: 3,920 SOFT.
<br />BUILDING AREA: FIRST FLOOR: 652 SOFT„ Plumbing ❑ Sprinkler
<br />ATTACHED GARAGE 220 SOFT. ❑ Mechanical ❑ Fire Alarm
<br />SHEETINDEX Electrical
<br />SHEET I SCOPE OF WORK SUMMARY, SITE PLAN, VICINITY MAP, ASSESSOR'S
<br />NO., LEGAL DESCRIPTION, SHEET INDEX AND NOTES
<br />SHEET 2 FLOOR PLAN AND ROOF FRAMING PLAN 1
<br />SHEET 3 SECTIONS, CROSS-SECTION AND ROOF VENTILATION CALCULATIONS
<br />STRUCTURAL NOTES:
<br />CODE,
<br />THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 EDITION AND THE 2015 INTERNATIONAL
<br />EXISTING BUILDING CODE (IEBC), WITH THE STATE OF WASHINGTON AMENDMENTS.
<br />LIVE LOADS:
<br />ROOF SNOW LOAD 25 PSF
<br />NAILS:
<br />NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 23-25 IN ICC-ES
<br />EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND
<br />TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS
<br />UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE
<br />AS FOLLOWS:
<br />10d 3" x 0.131" DIA.
<br />10d COMMON 3" x 0.146" DIA,
<br />ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD
<br />SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-CLASS D.
<br />LIGHT GAUGE FRAMING CONNECTORS:
<br />NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER
<br />CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED
<br />BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY
<br />OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE [CC -ES APPROVAL
<br />FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING
<br />MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER
<br />HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE
<br />ZMAX/HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX/HDG
<br />GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-CLASS
<br />D OR SIDS, SCREWS WITH PROPRIETARY COATINGS,
<br />STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS:
<br />ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD
<br />GRADING RULES FOR WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM
<br />GRADE:
<br />STUDS d COLUMNS HEM -FIR 02 Fc=1300 PSI OR STUD GRADE Fc=800 PSI
<br />WALL PLATES d SILLS HEM -FIR 02 Fb=850 PSI
<br />JOISTS E RAFTERS HEM -FIR 01 Fb=915 PSI OR n Fb=850 PSI
<br />ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE
<br />PLYWOOD OR ORIENTED STRAND BOARD (OSB). BOND CLASSIFICATION SHALL BE
<br />'EXPOSURE 1' WHERE PROTECTED FROM THE WEATHER. BOND CLASSIFICATION SHALL BE
<br />'EXTERIOR' WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING
<br />PANELS SHALL HAVE 116" GAP.
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<br />ALL INFORMATION ON THIS DOCUMENT
<br />IS THE EXCLUSIVE PROPERTY OF
<br />PACIFIC ENCsINEERINCs TEC14NOLMES, .INC.
<br />© COPYRIGHT 2019
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<br />Job No. 1-B140.00
<br />
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