|
GENERAL NOTES
<br />THESE NOTES APPLY UNLESS NOTED OTHERWISE ON DRAWINGS
<br />FIRE BLOCKING:
<br />DESIGNER
<br />THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND MAY ONLY BE REPRODUCED
<br />FIRE -BLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING
<br />NAI/60RNY DE516N ING. DAN SAY
<br />WITH THE WRITTEN PERMISSION OF THE DESIGNER. AUTHORIZED REPRODUCTIONS MUST
<br />LOCATIONS: IN CONCEALED SPACES OF STUD MALLS AND PARTITIONS, AT SOFFITS AND COVE
<br />ALEXAND CORNY 2124 AVE 100
<br />SEE �� ® GA
<br />BEAR THE NAME OF THE DESIGNER. COPYRIGHT 2022 BY WAI / GORNY Inc. THESE
<br />CEILINGS, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF
<br />SPOT ELEVATIONS DERIVE
<br />DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY
<br />THE RUN, AT OPENINGS AROUND VENTS, PIPES AND DUCTS. (IRC SECTION R302.11).
<br />25504 FOUNTAIN DRIVE 5EATTLE NA q 121
<br />INFRINGEMENT OF THESE LAWS WILL BE PROSECUTED. ALL CONSTRUCTION SHALL CONFORM
<br />SEE SECTION R1001.12 OF THE IRC FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES.
<br />ARLIN&TON, IAA g&2g2 206 g56 5162
<br />TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC), AND BE IN ACCORDANCE WITH
<br />560 62g 050q
<br />THE WASHINGTON STATE LAWS AND REGULATIONS
<br />ENERGY:
<br />1�0RNY.G0�1
<br />ELEVATION
<br />SOILS:
<br />LR WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION
<br />D
<br />Ag�.I
<br />OFTHE-MATERIAL,
<br />INTERNATIONAL BUILDING CODE AND THE WASHINGTON STATE ENERGY CODE. VERIFY
<br />� �
<br />�_�`
<br />UNLESS A SOILS REPORT IS PROVIDED BY A SOILS ENGINEER AND ATTACHED TO THESE
<br />ALL CONDITIONS BEFORE PROCEEDING WITH WORK. APPLICATION AND INSTALLATION OF
<br />DOCUMENTS, THIS OFFICE ASSUMES NO RESPONSIBILITY FOR THE PHYSICAL CHARACTERISTICS
<br />INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE STATE OF WASHINGTON THERMAL
<br />A1 ®����- NOTES, ����� INPO, SITE PLAN
<br />G=g.7
<br />OF THE SOIL. FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING
<br />INSULATION STANDARDS . MALLS SHALL BE INSULATED WITH R-21 BATT (FOR 2 X C
<br />A2.0 OENER L STRUGTLR L DOTES
<br />®=qb.4
<br />CAPACITY OF 2,000 PSF. FOOTINGS SHALL BE CAST ON UNDISTURBED, FIRM, NATURAL SOIL
<br />WALLS) AND R-15 BATT (FOR 2 X 4 WALLS), UNLESS OTHERWISE NOTED. THE ROOF AND CEILING
<br />A2•1 5TRUCTURAL PLANS
<br />3g3.7 4 = q AVER
<br />OR COMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW THE LOWEST
<br />SHALL BE INSULATED WITH R-49 BLOWN OR R--38 ADVANCED FLAMING, SINGLE RAFTER VAULTEI
<br />AZ STRUGTURAL DETAILS
<br />.425
<br />ADJACENT GRADE, FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF
<br />SHALL BE INSULATED WITH R-36 C BATT (U.N.O.). WHERE POSSIBLE, PROVIDE INSULATION IN THE
<br />All MAIN FLOOR PLAN!, HINPON AND DOOR SGHEDUL-ES
<br />DEBRIS, LOOSE SOILS AND FREE WATER AT ALL TIMES. THIS OFFICE ASSUMES NO
<br />CEILING AND IN THE 2 X 12 RAFTERS IF A VAULTED CEILING CONDITION EXISTS. MAINTAIN A
<br />A BWLDINO ELEVATIONS
<br />RESPO SIBILY FOR VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS.
<br />MINIMUM OF 1" CLEARANCE BETWEEN THE TOP OF THE INSULATION AND THE BOTTOM OF THE
<br />.0
<br />CONTRACTOR'S RESPONSIBILITY:
<br />SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS
<br />A5.O BWLDINO SECTIONS, ENERO'- INFO
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO
<br />VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER (LE., FOR A SKYLIGHT OR AT HIP
<br />END), PROVIDE (2) 1 1/2 VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE DESIGNER AND STRUCTURAL ENGINEER
<br />OF ANY DISCREPANCIES IN THE DRAWINGS OR WITH THE CODES.
<br />ALLOW FOR CONTINUAL THROUGH -VENTING INTO THE NEXT JOIST SPACE. FLOORS SHALL BE
<br />CHANGES INITIATED BY THE CONTRACTOR SHALL BE SUBMITTED 1N WRITING TO THE DESIGNER
<br />INSULATED WITH R-30 BATT OVER UNHEATED SPADE (U.N.O<). ANY SLAB ON GRADE SHALL BE
<br />.AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES INDICATED
<br />.INSULATED WITH EXTRUDED RIGID CLOSED CELL INSULATION R-10. .INSULATION TO PROVIDE
<br />SOLELY ON THE DRAWINGS WILL N0� SATISFY THIS REQUIREMENT;
<br />THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE
<br />PROJECTADDRESS
<br />BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS, TECHNIQUES, SEQUENCES OR
<br />FOR DOWELING TO TIE THE SLAB AND FOOTING TOGETHER. AN APPROVED VAPOR BARRIER
<br />2006 O KES AVENUE SE
<br />PROCEDURES REQUIRED TO PERFORM HER OR HIS WORK, AS WELL AS BEING RESPONSIBLE
<br />SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST
<br />EVE TT, NA g&20I
<br />FOR ALL REQUIRED SAFETY PRECAUTIONS. STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF
<br />SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALLASSESSOR'S
<br />COMPONENTS TO BE ERECTED IN THE FIELD, SHALL BE ACCOMPANIED BY SUPPLIER
<br />OR CEILING SURFACES WHICH RECEIVE INSULATION. THIS VAPOR BARRIER MAY BE A
<br />0043-7g42 02g00
<br />SUPERVISION DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION
<br />COMPONENT OF THE INSULATION MATERIAL.
<br />ACCORDING TO THE INSTRUCTIONS PREPARED BY THE SUPPLIER.
<br />LEGALDESCRIPTION
<br />CRAWL SPACES:
<br />LOTS 2q 30, E3LOGK 42, PLAT OF EVERETT, DIVISION K, AGGORDW7 TO
<br />UNDER FLOOR AREAS SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION
<br />THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAH 5, RECORDS
<br />WALLS OR EXTERIOR WALLS. THE MINIMUM NET ARE OF VENTILATION OPENINGS SHALL NOT
<br />NOT BE LESS THAN 1 S.F. FOR EACH 150 S.F. OF UNDER -FLOOR SPACE AREA. ONE SUCH
<br />OF SNOHOMISH GOUNTY, KA5067TON.
<br />VENTILATION OPENING SHALL BE "WITHIN 3 FOOT OF EACH CORNER OF SAID BUILDING.
<br />(IRC SECTION R408.1)
<br />ZONING CLASSIFICATION
<br />VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE
<br />R-2
<br />MATERIALS SPECIFIED IN IRC SECTION R408.2, THE LEAST DIMENSION OF WHICH MAY NOT
<br />EXCEED 1 /4 INCH (IRC SECTION R408.2)
<br />GRADING INFO
<br />ACCORDING TO IRC SECTION R406.4, ACCESS SHALL BE PROVIDED TO ALL UNDER -FLOOR
<br />SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24
<br />NONE PROPOSED , NO EXTERIOR NORK
<br />INCHES. OPENINGS THROUGH A PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES, THE
<br />AREAWAY SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH
<br />SITE DISTURBANCE
<br />WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE.
<br />SITE DI5TUPBANGE LIMITED TO VERURGAlON OF EXISTING FOOTIN 5
<br />ATTIC:
<br />ACCORDING TO IRC SECTION R607, IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
<br />MAXIMUM
<br />CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT
<br />EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE
<br />SEE HE6HT CALCULATIONS THIS SHEET AND SHEET A4.0
<br />ROUGH -FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE
<br />LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30-INCH MINIMUM
<br />UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE
<br />VENTILATION:
<br />WHERE TOILET ROOMS AND BATHROOMS ARE MECHANICALLY VENTILATED, THE EXHAUSE AIR
<br />SHALL NOT BE RECIRULATED WITHIN A RESIDENCE, THE VENTILATION SYSTEMS SHALL BE
<br />DESIGNED TO HAVE THE MINIMUM EXHAUST AIR FLOW OF 100 CFM INTERMITTENT OR 25 CFM
<br />CONTINUOUS IN KITCHENS. IN BATHROOMS AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT
<br />OR 20 CFM CONTINUOUS IS REQUIRED. (IRC SECTION M1507.4)
<br />RANGES/OVENS, AND CLOTHES DRYERS SHALL VENT INDEPENDENTLY AND DIRECTLY TO THE
<br />OUTSIDE (IRC SECTION M1503.1 AND 1502.1). BROILER UNITS SHALL BE PROVIDED WITH AND
<br />EXHAUST HOOD. (IRC SECTION M1505.1).
<br />GLAZING:
<br />GLAZING SHALL BE IN COMPLIANCE WITH THE IRC SECTION R30E AND THE WASHINGTON STATE
<br />SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN IRC SECTION R306. BUILDING AREA
<br />IN HAZARDOUS LOCATIONS AS SET FORTH BY THE IRC SECTION 308.4, GLAZING SHALL BE TYPE V6 R-3 5F 1-5TORY
<br />PROVIDED WITH A MANUFACTUER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS EXISTING
<br />AND SAFETY GLASS STANDARD WITH WHICH IT COMPLIES, VISIBLE UPON THE FINAL INSTAL- UPPE FLOOR ADD TFON
<br />LATION. THOSE HAZARDOUS LOCATION INCLUDE, BUT ARE NOT LIMITED TO: GLAZING IN TOTAL
<br />LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS ON DOORS WITHIN A 24" ARC OF THE DOOR
<br />IN A CLOSED POSITION AND WHOSE BOTTOM IS LESS THAN 60" ABOVE THE FLOOR, GLAZING IN EXIST AREA TO BE RENOVATED
<br />DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS, GLAZING ADHACENT TO STAIRWAYS,
<br />LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE GLASS
<br />IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE WALKING SURFACE SKYLIGHTS AND
<br />HOUSE
<br />6ARA6E
<br />COVERED
<br />PORCH
<br />TOTAL
<br />1,120.0 S.F.
<br />215.0 5.F.
<br />156 5.F.
<br />2,151.0 5.F.
<br />110.0 S.F.
<br />0.0 5.F.
<br />0.0 5.F.
<br />10.0 S.F.
<br />I,bgO.O S.F.
<br />215.0 5.F.
<br />156 S.F.
<br />2321.0 S.F.
<br />+ 310 S.F.
<br />0.0 S.F.
<br />0.0 S.F.
<br />310 S.F.
<br />SLOPED GLAZING OF MORE THAN 15 DEGREES SHALL HAVE LAMINATED GLASS WITH AN
<br />INTERLAYER AS DESCRIBED IN IRC SECTION R308.6.2.
<br />ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH STATE OF
<br />WASHINGTON ENERGY CODE.
<br />EMERGENCY ESCAPE:
<br />BASEMENTS WITH HABITABLE SPACE, AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE
<br />OPENABLE EMERGENCY ESCAPE. EMERGENCY EGRESS SHALL BE REQUIRED IN EACH SLEEPING
<br />ROOM, BUT NOT IN ADJOINING AREAS OF THE BASEMENT. THE OPENING SHALL HAVE A SILL
<br />HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. WHERE A BULKHEAD IS REQUIRED,
<br />IT SHALL PROVIDE DIRECT ACCESS TO THE BASEMENT WITH A MINIMUM CLEAR AREA OF 5.7
<br />SQUARE FEET. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM CLEAR
<br />OPENING OF 5.7 SQUARE FEET, WITH THE EXCEPTION OF GRADE FLOOR OPENINGS, WHICH SHALL
<br />HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MINIMUM CLEAR OPENING
<br />HEIGHT SHALL BE 24 INCHES. THE MINIMUM CLEAR OPENING WIDTH SHALL BE 20 INCHES. ALL
<br />OPENINGS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS. THE MINIMUM
<br />HORIZONTAL AREA OF A WINDOW WELL SHALL BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL,
<br />PROJECTION AND WIDTH OF 35 INCHES. COVER WALLS AND SOFFITS OF USABLE SPACE UNDER
<br />THE STAR WITH 1/2 INCH TYPE "X" GYPSUM WALLBOARD. (IRC SECTION R310)
<br />EGRESS:
<br />THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET. (IRC SECTION R311.6)
<br />AT LEAST ONE EXIT DOOR IS REQUIRED PER DWELLING UNIT. THE EXIT DOOR SHALL PROVIDE
<br />DIRECT ACCESS TO THE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE EXIT
<br />DOOR SHALL BE A SIDE -HINGED DOOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEET S INCHES
<br />IN HEIGHT. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR, EXCEPT WHERE
<br />THERE ARE TWO OR FEWER RISERS LOCATED ON THE EXTERIOR SIDE OF A DOOR OTHER THAN
<br />THE EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. THE FLOOR
<br />AT THE EXIT DOOR SHALL NOT BE MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THE
<br />THRESHOLD. (IRC SECTION R311.3)
<br />STAIRS:
<br />MINIMUM WIDTH 36 INCHES; MAXIMUM HANDRAIL PROJECTION 4.5 INCHES; MINIMUM CLEAR WIDTH
<br />AT AND BELOW HANDRAIL 31.5 INCHES WHERE THERE IS ONE HANDRAIL AND 27 INCHES WHERE
<br />THE HANDRAIL IS ON BOTH SIDES. MINIMUM HEADROOM 6 FEET S INCHES; MAXIMUM RISER
<br />HEIGHT 7 3/4 INCHES; MINIMUM TREAD DEPTH 10 INCHES. THERE SHALL BE A LANDING AT
<br />THE TOP AND BOTTOM OF EACH STAIRWAY: HANDRAILS PROVIDED ON AT LEAST ONE SIDE ON
<br />STAIRS WITH FOUR OR MORE RISERS. MAXIMUM HANDRAIL HEIGHT 38 INCHES; MINNUM HANDRAIL
<br />INCHES AND NOT GREATER THAN 2 INCHES. HEIGHT 34 INCHES. TYPE I HANDRAIL SHALL HAVE
<br />A DIAMETER OF NOT LESS THAN 1 1/4 AND MAXIMUM 38" ABOVE STAIR NOSING. HANDRAIL TO
<br />BE 1 1/2" CROSS SECTION AND 1 1/2". TYPE 11 HANDRAIL WITH PERIMETER GREATER THAN
<br />6 1 /4" SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.
<br />SEE IRC SECTION R311.7.5.3 FOR FURTHER DIMENSIONAL INFORMATION. (IRC SECTION R311.7)
<br />GARAGES:
<br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
<br />THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br />ROOMS SHALL BE SEPARTATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN
<br />5/8-INCH TYPE X GYPSUM BOARD. THE STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE
<br />PROTECTED BY 1/2 INCH GYPSUM BOARD. (IRC SECTION R302.6)
<br />104 5.F.
<br /><g-*G> S.F.
<br />l S.F.
<br />APPROVED
<br />office of commumy, manning & Economic pmewment
<br />PLANNING DEPARTMENT
<br />Permit#:
<br />B=2-028
<br />i
<br />Site Address:
<br />2006 OAKES AVE
<br />Owner:
<br />G®bl@STE�N ARAM & NYCA
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />Proposed Use:
<br />2/10/2022
<br />RESMEN7ALALTERA-ROWS
<br />WAI znc.
<br />Description:
<br />1L7CSF ADDF�ON FOR BEDROOM & BATH.
<br />25504 MOUNTAIN DR.
<br />f
<br />ARLINGTON, WA93223
<br />Date:
<br />(360) 629 0509 PH
<br />Reviewed By:
<br />www.waigorny.com
<br />Office Set
<br />Job Site Set Fire/Plarring Set
<br />EX67N6
<br />✓` I n' VP . 0 6 R 80
<br />1
<br />_.j
<br />METER BE
<br />METERNGHMARC
<br />1�
<br />APPRO\'!.O'' O, & IHE �iSSLIAN,('�E OF
<br />PUBLIC FIRE
<br />SUPPRESSION, I` LE- ! RICAL OR
<br />PLUMBING P ERIVOTS
<br />OAKE AVE SE
<br />0 10 20
<br />uj
<br />CD
<br /><
<br />0
<br />LLJ
<br />Co C-4
<br />ca
<br />Additions'
<br />FotO 1"hi 4 +PI G on
<br />PIurnbirtg �-pI°IVTK
<br />7Y OF EVERETT
<br />
|