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<br /> GENERAL NOTES {{{pppq���►►►' {�,prs�•�^g
<br /> THESE NOTES APPLY UNLESS NOTED OTHERWISE ON DRAWINGS FIRE BLOCLING DESIGNER STRUCTURAL ], \L•'7 ""f"�"'""'..
<br /> THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND MAY ONLY BE REPRODUCED FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING WAV60RNf DESIGN INC. DAN SAY �
<br /> LOCATION& IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,AT SOFFITS AND COVE _ - ---- - --'---- "-
<br /> .......
<br /> b WITH THE NAME PERMISSION OF NE DESIGNER. 21 BY ATCORNY
<br /> inc.REPRODUCTIONS MUST 4 a...... .. -"'" "' "BEAR THE NAME OF THE DESIGNER. COPYRIGHT 2021 8Y WAI CORNY Inc THESE CEILINGS,IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TIE TCP AND BOTTOM OF ALEXPNDRA GORN'f 2124 3RD AVE I/70
<br /> DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY THE RUN,AT OPENINGS AROUND VENTS,PIPES AND DUCTS.(RC SECTION R302.11). 25505 MOUNTAIN DRIVE SEATTLE PLA 45121 ,� V'dAi / GOr^,NY�.
<br /> INFRINGEMENT OF THESE LAWS WILL BE PROSECUTED. ALL CONSTRUCTION SHALL CONFORM SEE SECTION R1001.12 OF THE INC FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES. ARLINGTON NA 98223 206 956 3I62 (L►► 2 8 5 0 4 4 0 U ii T A!N 9 a.
<br /> TO THE 2018 INTERNATIONAL RESIDENTIAL CODE(IRC),AND BE IN ACCORDANCE WITH 360 629 0509 �O\I `��GY: Imo-- .1 - 4 R:i N 9 T 0 n,W A 9 9 2 2 J
<br /> THE WASHINGTON STATE LAWS AND REGULATIONS ALLENE MATERIAL,WORKMANSHIP,AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION WWWFHAIGORNYLOM {) ! Hl f 2 8 0) 8 2 9-9 5 9 5 PH
<br /> SOILS: OF THE INTERNATIONAL BUILDING CODE AND THE WASHINGTON STATE ENERGY CODE. VERIFY G _
<br /> UNLESS A SOILS REPORT IS PROVIDED BY A SOILS ENGINEER AND ATTACHED TO THESE ALL CONDITIONS BEFORE PROCEEDING WITH WORK. APPLICATION AND INSTALLATION OF DRAWING LEGEND G N D • NNW.w9ig9rry.ca.�5 _�
<br /> DOCUMENTS,THIS OFFICE ASSUMES NO RESPONSIBILITY FOR THE PHYSICAL CHARACTERISTICS INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE STATE OF WASHINGTON THERMAL A1.0 GENERAL NOTES,PROS GT INFO,SITE PLAN �ri �j
<br /> OF THE SOIL FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING. INSULATION STANDARDS. WALLS SHAH BE INSULATED WITH R-21 BATT(FOR 2 X 6 A2.0 GENERAL STRUCTURAL NOTES If •
<br /> CAPACITY OF 2,000 PSF. FOOTINGS SHALL.BE CAST ON UNDISTURBED.FIRM,NATURAL SOIL WALLS)AND R-15 BATT(FOR 2 X 4 WALLS).UNLESS OTHERWISE NOTED.THE ROOF AND CEILING A2.1 STRUCTURAL PLANS AND DETAILS TV OF E rg; P,rS
<br /> OR COMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6"BELOW THE LOWEST. SHALL BE INSULATED WITH R-49 BLOWN OR R-36 ADVANCED FRAMING. SINGLE RAFTER VAULTED A3.0 MAIN FLOOR PLAN,ENERGY INFO,SGHEDUL ES
<br /> ADJACENT GRADE,FREE OF ORGANIC MATERIALS. .FOOTING EXCAVATION SHALL BE FREE OF SHALL BE INSULATED WIN R-38 C BATT(U.N.O.).WHERE POSSIBLE.PROVIDE INSULATION IN THE A4 0 BUILDING ELEVATIONS AND.SECTIONS CI
<br /> perm+ Se
<br /> DEBRIS,LOOSE SOILS AND FREE WATER AT ALL TIMES THIS OFFICE ASSUMES NO CEILING AND IN THE 2 X 12 RAFTERS IF A VAULTED CEILING CONDITION EXISTS. MAINTAIN A
<br /> RESPONSIBILY FOR VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. MINIMUM OF i' CLEARANCE BETWEEN THE TOP OF THE INSULATION AND THE BOTTOM OF THE II
<br /> SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS �I �_� ,
<br /> CONTRACTOR'S RESPONSIBILITY: VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER(LE.,FOR A SKYLIGHT OR AT HIP 'V- '•
<br /> THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO END),PROVIDE(2)1 1/2'VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO L_ ,
<br /> CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE DESIGNER AND STRUCTURAL ENGINEER ALLOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE. FLOORS SHALL BE
<br /> OF ANY DISCREPANCIES IN THE DRAWINGS OR WITH THE CODES. INSULATED WITH R-30 BATT OVER UNHEATED SPACE(U.N.O.).ANY SLAB ON GRADE SHALL BE I
<br /> CHANGES INITIATED BY THE CONTRACTOR SHALL BE SUBMITTED IN WRITING TO THE DESIGNER INSULATED WITH EXTRUDED RIGID CLOSED CELL INSULATION R-10. INSULATION TO PROVIDE OSMH
<br /> AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES INDICATED THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE
<br /> SOLELY ON THE DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6'EVERY 2'-0'TO ALLOW T9A5 EXIST Y
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS,TECHNIQUES,SEQUENCES OR FOR DOWELING TO TIE THE SLAB AND FOOTING TOGETHER, AN APPROVED VAPOR BARRIER - •
<br /> . I•
<br /> i
<br /> PROCEDURES REQUIRED TO PERFORM HER OR HIS WORK,AS WELL AS BEING RESPONSIBLE SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS.BELOW ENCLOSED JOIST �'PROPERTY LINE �_ •
<br /> FOR ALL REQUIRED SAFETY PRECAUTIONS. STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF SPACES INHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS,AND ANY OTHER WALL 1 0 y- — • — •
<br /> COMPONENTS TO BE ERECTED IN THE FIELD,SHALL BE ACCOMPANIED BY SUPPUER OR CEILING SURFACES WHICH RECEIVE INSULATION, THIS VAPOR BARRIER MAY BE A 1 y, Z
<br /> SUPERVISION DURING MANUFACTURING,DELIVERY,HANDLING.STORAGE AND ERECTION COMPONENT OF THE INSULATION MATERIAL C _ 0 I I
<br /> ACCORDING TO THE INSTRUCTIONS PREPARED BY THE SUPPLIER. G 1 • I 5
<br /> CRAM.SPACES: PROJECT OWNER f� EXISiNGA�gT �SHEDre
<br /> UNDER FLOOR AREAS SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION ,EM4IFER AND GORY SUTTERLAND • P I '
<br /> WALLS OR EXTERIOR WALLS. THE MINIMUM NET ARE OF VENTILATION OPENINGS SHALL NOT 3003 LEONARD DR F
<br /> EVERETT HA 98201 v.
<br /> NOT BE LESS THAN 1 S.F.FOR EACH 150 S.F.OF UNDER-FLOOLi SPACE AREA ONE SUCH - �u I
<br /> VENTILATION OPENING SHALL BE WITHIN 3 FOOT OF EACH CORNER OF SAID BUILDING. PROJECT ADDRESS : J �'
<br /> (IRE SECTION R408.1) 3003 LEONARD DR I • a
<br /> VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE — —
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<br /> MATER
<br /> EI 1S SPECIFIEDED IN IRE ECTI R408.2,THE LEAST DIMENSION OF WHICH MAY NOT EVERETT WA 98201 •
<br /> INCH SECTION ASSESSOR'S PARCEL NUMBER •
<br /> ACCORDING TO IRC SECTION R408.4,ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR 400553100501900 1 z
<br /> SPACES. •
<br /> ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 "I
<br /> INCHES.OPENINGS THROUGH A PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES.THE LEGAL DESCRIPTION 1 T ,., EXISTING N I
<br /> AREAWAY SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING THROUGH LAND S HST ADD BLK 005 D-0O-LOT IN!LGE LOT 20 d FEN<E DIG EXI$T�`ID.7 REAR
<br /> WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE ••
<br /> . I YARD
<br /> ATTIC: ZONING CLASSIFICATION
<br /> ACCORDING TO IRC SECTION R807,IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF N 1 0
<br /> CONSTRUCTION,AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT R-2 � I •I z
<br /> EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER.THE Q
<br /> ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE ALL WORK PROPOSED 15 LIMITED TO EXISTING BUILDING INTERIOR ry
<br /> •
<br /> LOCATED IN A HALLWAY CR OTHER READILY ACCESSIBLE LOCATION.A 30-INCH MINIMUM CHANGES PROPOSED TO EXTERIOR OR YARDS I --IAt1D
<br /> UNOBSTRUCTED HEADROOM IN 1HE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE ENVELOPE NO J CC
<br /> THE ACCESS OPENING z W W
<br /> VENTILATION: GRADING INFO - =
<br /> WHERE TOILET ROOMS AND BATHROOMS ARE MECHANICALLY VENTILATED,THE EXHAUSE AIR NOW PROPOSED IN THIS PERMIT APPLICATION `a I�i W I
<br /> SHALL NOT BE REGRULATED WITHIN A RESIDENCE.THE VENTILATION SYSTEMS SHALL BE ,LL1J I EXISTING 5. en DESIGNED TO HAVE THE MINIMUM EXHAUST AIR FLOW OF TUG CFM INTERMITTENT OR 25 UM S SITE E DISTURBANCE DECK _I
<br /> • CONTINUOUS IN KITCHENS.IN BATHROOMS AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT NONE PROPOSED IN THIS PERMIT APPLICATION - !�"'^'+` I Q
<br /> OR 20 CFM CONTINUOUS IS REWIRED.(IRC SECTION M1507.4)
<br /> CC
<br /> RANGES/OVENS,AND CLOTHES DRYERS SHALL VENT INDEPENDENTLY AND DIRECTLY TO THE MAXIMUM HEIGHT OF STRUCTURES •
<br /> • 0 Q
<br /> " OUTSIDE(IRC SECTION M1503.1 AND 1502.1).BROILER UNITS SHALL BE PROVIDED WITH AND •
<br /> - EXHAUST HOOD.(IRE SECTION M1505.1). NO CHANGE TO EXISTING STRI.0TURE HEIGHT.EXIST MAX HT= ±24'-b' Z• \, J •
<br /> �L 1✓' Q W
<br /> GLAZINGGLAZING.SHALL BE IN COMPLIANCE WITH THE IRC SECTION R368 AND NE WASHINGTON STATE LOT COVERAGE R2 •
<br /> -3 REHT/INCH MS AREA �I Z CC
<br /> SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN IRC SECTION R308. NO CHANGE TO EXISTING LOT COVERAGE 2 •• / ' r'Np UPPER FLOOR Q W CI§j
<br /> IN HAZARDOUS LOCATIONS AS SET FORTH BY THE IRC SECTION 308.4, GLAZING SHALL BE IMPERVIOUS SURFACE - EXISTING Z
<br /> •
<br /> PROVIDED WIN A MANUFACTUER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS
<br /> AND SAFETY GLASS STANDARD WITH WHICH IT COMPLIES,VISIBLE UPON THE FINAL INSTAL- NO CHANGE TO EXISTING IMPERVIOUS 51RFAGE - I ✓ I W W Z
<br /> LATION.THOSE HAZARDOUS LOCATION INCLUDE,BUT ARE NOT UNITED TO: GLAZING INx ll QQ�J
<br /> LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS ON DOORS WITHIN A 24'ARC OF THE DOOR "0I ern rw cc
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<br /> IN A CLOSED POSITION AND WHOSE BOTTOM IS LESS THAN 60'ABOVE THE FLOOR,GLAZING IN • • Z CO
<br /> DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS,GLAZING ADHACENT TO STAIRWAYS, i 40W-0•
<br /> LANDINGS AND RAMPS WITHIN 36"HORIZONTALLY OF A WALKING SURFACE WHEN THE GLASS Rox .10'-O• 86'-O• I
<br /> 10'-p• 1W W
<br /> IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE WALKING SURFACE.SKYLIGHTS AND --• - exist ex15 exlyt L CC PG M
<br /> SLOPED GLAZING OF MORE THAN 15 DEGREES SHALL HAVE LAMINATED GLASS WITH AN I
<br /> INTERLAYER AS DESCRIBED IN IRC SECTION R308.6.2 •
<br /> ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH STATE OF ±20W-10' 14'-0" ±21,2"
<br /> WASHINGTON ENERGY CODE. 1 exist exist exist
<br /> • EMERGENCY ESCAPE: '. ' I ' I 1 — —F—t—r ,
<br /> BASEMENTS WIN HABITABLE SPACE,AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE
<br /> • OPENABLE EMERGENCY ESCAPE.EMERGENCY EGRESS SHALL BE REQUIRED IN EACH SLEEPING EXIST.MOM'
<br /> ROOM,BUT NOT IN ADJOINING AREAS OF THE BASEMENT.THE OPENING SHALL HAVE A SILL RI ' Fes.PORCH_
<br /> HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.WHERE A BULKHEAD IS REQUIRED. I :LJ
<br /> IT SHALL PROVIDE DIRECT ACCESS TO THE BASEMENT WIN 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 °x
<br /> HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEEL THE MINIMUM CLEAR OPENING F CO
<br /> HEIGHT SHALL BE 24 INCHES.1HE MINIMUM CLEAR OPENING WIDTH SHALL BE 20 INCHES.ALL
<br /> OPENINGS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS.THE MINIMUM Q....
<br /> IQHORIZONTAL AREA OF A WINDOW WELL.HALL BE 9 SQUARE FEET,WITI A MINIMUM HORIZONTAL PROJECTION AND YADiH OF 36 INCHES.COVER WALLS AND SOFFIT$OF USABLE SPACE UNDER 58W 1'Y LINE 0 Z
<br /> ETHE GRESS R TINTER 1/2 INCH TYPE'X'GYPSUM WALLBOARD.(IRC SECTION R310) EXISTING CONCRETE SIDEWALK Z J
<br /> THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET.(IRE SECTION R311.6) EXISTING FLANTIN6 STRIP -J Q
<br /> • AT LEAST ONE DOT DOOR IS REQUIRED PER DWELLING UNIT.THE EXIT DOOR SHALL PROVIDE IL W W
<br /> DIRECT ACCESS TO THE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE.THE EXIT THAN 3 FEET IN WIDTH AND 6 FEET 8 INCHES I LU
<br /> IN HEIGHT.THERE SHALL BE A FLOOR OR LANDIDOOR SHALL BE A SIDE-HINGED DOOR NOT NG ON EACH SIDE OF THEOOR,EXCEPT WHERE Z0,ocOQ •
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<br /> THERE ARE TWO OR FEWER RISERS LOCATED ON THE EXTERIOR SIDE OF A DOOR OTHER THAN _ COCD IL
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<br /> THE EXIT DOOR.A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR.THE FLOOF _
<br /> AT THE EXIT DOOR SHALL NOT BE MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THE •
<br /> THRESHOLD.(IRE SECTION R311.3)
<br /> STAIRS: CENTERUIFE LEONARD DR_
<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 8 INCHES;MAXIMUM RISER
<br /> HEIGHT 7 3/4 INCHES;MINIMUM TREAD DEPTH IO 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;MINIMUM HANDRAIL
<br /> INCHES AND NOT GREATER THAN 2 INCHES.HEIGHT 34 INCHES.TYPE 1 HANDRAIL SHALL HAVE •
<br /> A DIAMETER OF NOT LESS THAN 1 1/4 AND MAXIMUM 38"ABOVE STAIR NOSING.HANDRAIL TO •
<br /> BE I(2-CROSS SECTION AND 1 1/2'.TYPE II 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 R311.7.8.3 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 SITE PLAN DATE 08-01-2021
<br /> THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE.GARAGES BENEATH HABITABLE O 1". 1O'-O" 0 2 5 10 20 /\ JOB NUMBER 020-14 1
<br /> ROOMS SHALL BE SEPARTATEO FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN
<br /> 5/8-INCH TYPE X GYPSUM BOARD.THE STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE ��J FILET AI-0.14,6 I/10"
<br /> PROTECTED BY 1/2 INCH GYPSUM BOARD.(IRC SECTION R302.6) NIGH SHEET* A1.0
<br />
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