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<br /> >� � : ,. 1 Permit#: CW1809-002
<br /> It? Site Address: 2322 CEDAR ST
<br /> ,v- :, e -� .' '7: Owner: CAUDLE JAMES&VERONICA
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<br /> Tenant: [TenName]
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<br /> Proposede:Use: SFR DETA18
<br /> DescripDa tion: ADD5/2 LAUNDRY/CHED BATH/KITCHENETTE
<br /> itego ftt >" Reviewed By:
<br /> � Date: I%/��1��
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<br /> ''' /%i '' ) TOffice Set Job Site Set _Fire/Planning Set
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<br /> GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN
<br /> THE STANDARD COMMENTS, NOTES FROM THE DESIGN
<br /> PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL j Additional Permits Are Required
<br /> APPLY. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015c For This Project To Include:
<br /> INTERNATIONAL RESIDENTIAL CODE (IRC).
<br /> 0 kr F00-1I f0 IFI ' A:iq
<br /> El Plumbing 0 Sprinkler �QI . f... ..
<br /> FOUNDATIONS/FOOTINGS/SLABS
<br /> 0 Mechanical 0 Fire Alarm 2322 CEDAR STREET
<br /> 1. CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM Electrical EVERETT, WASHINGTON
<br /> COMPRESSIVE STRENGTH AT 28 DAYS OF: c
<br /> BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI
<br /> BASEMENT AND FOUNDATION WALLS - 3,000 PSI ��® REFERENCES
<br /> PROPANE TANKS, HEAT PUMPS AND PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI
<br /> OTHER EQUIPMENT OR APPURTENANCES 2. MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF
<br /> — MAY NOT BE LOCATED IN THE FRONT 3. FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER j INTERNATIONAL RESIDENTIAL CODE: 2015
<br /> AND SIDE SETACKS, PROPANE TANKS HABITABLE SPACE SHALL BE DAMPPROOFED PER IRC SECTION
<br /> REQUIRE ADDITIONAL PERMITS ISSUED WASHINGTON STATE ENERGY CODE
<br /> BY THE EVERETT FIRE DEPARTMENT R406 - WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER OTHER ORDINANCES AND POLICIES
<br /> PRIOR TO INSTALLATION. CONDITION EXISTS, THE WALLS SHALL BE WATERPROOFED.
<br /> ADOPTED BY THE CITY OF EVERETT&
<br /> 4. PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND WASHINGTON STATE
<br /> It l� owners responsibility to establish Intl stake Ali USABLE SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS
<br /> This drawing is:
<br /> property I. i PER IRC SECTION 405.1. THE PIPE SHALL BE COVERED WITH NOT 1.Copydght2018MAS Design Studio.
<br /> PROJECT E SCOPE 2.The Designer's Instrument of Professional Service.
<br /> p LESS THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE 3.Foruseonthisprojectonty.ObtainDosigner'swntten
<br /> _ permission for any other use or reproduction
<br /> IF BUILDING IS NOT POSITIONED AS DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR i ])1�`` :::e:
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<br /> B i.] :F i ���#�r�3" �'S'r'..'w..,, 8 yc>' :'{s.l.-u.r.:fd'�',a''�m`i 's''a ..INDICATED ON APPROVED SITE ILAN, LEVEL OR TERMINATE IN A MINIMUM 20-GALLON SUMP PIT. RENOVATION OF EXISTING PORTION OFL� MARK DATE DESCRIPTION
<br /> A NEW SITE PLAN SHALL BE SUBMIT SFR STOPPED FOR NON-PERMITED WORK _5. FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM OWNER APPROVAL
<br /> TED. NO FURTHER INSI ECTIONS WILL & NONCONFORMANCE NOV Zp/g IBE LADE ON THIS PROJECT UNTIL THE DEPTH 36 INCHES BELOW GRADE. I PERMITAPPLICATION a
<br /> SPACE TO INCLUDE: CITY of l TREVISED SITE PLAN HAS BEEN APPROv 6. FOOTINGS SHALL BE A MINIMUM OF 16 INCHES WIDE AND 8 a BONUS ROOM • BEDROOM - I eIDDING
<br /> ED BY THE BUILDING/PUBLIC WORKS INCHES DEEP. P+e►"1-j-J1( EVI��� - I CONSTRUCTION
<br /> • LAUNDRY ROOM � KITCHENET
<br /> DEPTS. 7. FOUNDATION WALLS SHALL BE A MINIMUM 8 INCHES THICK- - l -
<br /> MAXIMUM WALL HEIGHT 9 FEET. l
<br /> GRADING AND DRAINAGE �---_--- ---- ------ --------- ----------
<br /> 8. REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18
<br /> - l -
<br /> 1a Provisions shall be made for the control and drainage of surface INCHES AT ENDS AND AROUND CORNERS. 14. FLOOR SLABS SUPPORTED BY FILL CONSISTING OF - I -
<br /> water around buildings by: gutters, drain lines, inlets and catch 9. INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES - I -
<br /> basins or other necessary drainage structures and shall be installed FROM THE BASEMENT FLOOR SLAB. OF EARTH. PROJECT NUMBER: I 18.02 ' —
<br /> where stc/m water disposal cannot be obtained without their use or 10. INTERIOR NON-BEARING WALLS, OTHER THAN THOSE RESTING 15. ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS APPROVED BY:
<br /> where erosion cannot be prevented by finish grading and plantir:g. DIRECTLY ON THE FOOTING, SHALL BE ISOLATED FROM THE FLOOR WITH 7" EMBEDMENT AT MAXIMUM 6 FEET O.C. AND PROJECT DIRECTOR: I
<br /> PROJECT ARCHITECT:
<br /> Dry wells shNC i:ct ;,J i..�talied in areas where the soil is not well
<br /> FRAMING ABOVE. WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. CHECKED BY:
<br /> drained and/or porous. 11. AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM 16. WHERE FLOOR JOISTS ARE PARALLEL TO THE JOB CAPTAIN:
<br /> DRAWN BY I MPS
<br /> THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG AREA FOUNDATION WALL, THE WALL SHALL BE SUPPORTEDgrANNIIIIN-At �h rt
<br /> 2„ Grading shall be provided to insure: WITH #4 BARS AT 24 INCHES O.C. PERPENDICULAR AND LATERALLY AT THE TOP BY SOLID BLOCKING FOR A W '` ' z .3,
<br /> (a) Diversion of water away from buildings. • HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. MINIMUM OF TWO JOIST SPACES, SPACED NOT MORE
<br /> A (b) Prevention of standing water and soil saturation detrimental 12. AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED THAN 4 FEET O.C. COVER A
<br /> to structures and lot use. WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BELOW 17. PROVIDE A SECONDARY MEANS OF EGRESS TO THE SHEET
<br /> (c) That natural drainage channels or basins are not blocked or THE BOTTOM OF THE SLAB. EXTERIOR FROM BASEMENTS (EGRESS WINDOW OR
<br /> filled. 13. CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK DOOR) FOUNDATION WINDOW WELLS FOR SECONDARY
<br /> (d) Provisions for the disposal of water from a lot. MP YP : r <;
<br /> OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR CRUSHED MEANS OF EGRESS SHALL PROVIDE A MINIMUM 3' X 3' � T
<br /> lei Protection of adjoining property. ,„,
<br /> x r, , u�z �1r
<br /> STONE. HORIZONTAL AREA. (SEE EGRESS WINDOWS) ems ,Jw
<br /> CITY OF EVERETT ry } fr .
<br /> REVIEWED FOR PERMIT
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