|
ARCHIVED
<br />®FR �S Q PQ Q Q W E>-
<br />DOORS TO THE EXTERIOR SHALL HAVE MAX. 7.75" STEP TO MIN 36" DEEP LANDING
<br />ALL GLAZING TO BE PER WSEC TABLE 6-2 UNLESS NOTED OTHERWISE.
<br />ALL SKYLIGHTS AND SKYWALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE.
<br />FRENCH DOORS TO BE DOUBLE GLAZED NFRC CERTIFIED WITH U VALUE OF 0.35 OR BETTER,
<br />UNLESS NOTED OTHERWISE.
<br />Co Q
<br />FACTORY BUILT WINDOWS TO BE NFRC CERTIFIED AND CONSTRUCTED TO PERMIT MAXIMUM
<br />INFILTRATION OF 0.5
<br />ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO 2018 EDITION OF INTERNATIONAL RESIDENTIAL CODE AND
<br />CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD
<br />ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.
<br />ASTM E 283.73. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT
<br />FROM INFILTRATION CRITERIA ABOVE; BUT MUST BE MADE TIGHTLY FITTING AND WEATHER
<br />9 Q_®Q
<br />STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND PROVIDE
<br />CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA.
<br />TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN
<br />SEE PLANS FOR:
<br />INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL DESCREPANCIES
<br />- MAXIMUM GLAZING AREA.
<br />TO THE ARCHITECT (ALA ARCITECTURE PLLC) AT THE TIME THEY ARE NOTED.
<br />- GLAZING MFG. AND MODEL NUMBERS.
<br />CONSTRUCTION TYPE: ASSUMED SEISMIC DESIGN CATEGORY (SDC): D1
<br />- WEIGHTED UA CALCULATION FOR SUB -STANDARD GLAZING.
<br />OCCUPANCY GROUP: R
<br />R - 3 WIND SPEED: 85 MPH
<br />SAFETY GLAZING LOCATIONS AS PER IBC SECTION 2406.4:
<br />FIRE ZONE: 3 EXPOSURE CATEGORY: C
<br />1. INGRESS AND EGRESS DOORS
<br />F:--- Q U r-1 ® Ak, -Q- II Q r-J
<br />2. SLIDING GLASS DOORS, SWINGING GLASS DOORS
<br />UNLESS A s0 -
<br />SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN 1S
<br />3. SHOWER AND BATHTUB ENCLOSURES
<br />BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6°'
<br />GLAZING W/ THE EX90SED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR 4.
<br />(MINIMUM) BELOW FINISHED GRADE WITH17°° MIN. WIDTH OF CONCRETE FOOTINGS PER TABLE R403.1. ALL
<br />IN THE CLOSED POSITION, & BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE
<br />FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE
<br />5. GLAZING GREATER .THAN 9 S.F. LESS THAN 18" ABOVE FINISHED FLOOR
<br />THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF
<br />6. GLAZING IN GUARDRAILS
<br />COLUMNS.
<br />_F
<br />7. GLAZING IN STAIRWELLS AND WITHIN 5' OF TOP / BOTOM OF STAIRS.
<br />� CoC_- R � �
<br />MINIMUM
<br />CLASS AND USE F'C SLUMP SACKS/C.Y.
<br />QE;CE=-Q_L_ E=-QUQ> "G7_FE=- S>
<br />A - FOOTINGS AND 2,500 3-4 5 1/2
<br />1. GUARDRAILS TO BE 36" MIN. ABOVE FINISH FLOOR. R312.1
<br />FOUNDATIONS
<br />B - SLABS ON GRADE 2,500 3-4 5 1/2
<br />2. HANDRAILS TO BE 34" - 38" ABOVE NOSING, WITH HANDGRIP OF 1 1 /4" - 2" IN
<br />CROSS SECTION. R311.5.6
<br />1. AIR ENTRAINING AGENT (5% TO 7%) TO BE USED IN ALL CONCRETE FLATWORK EXPOSED
<br />TO WEATHER (TABLE R402.2)
<br />3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN
<br />2. POZZOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE.
<br />SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. R312.2
<br />3. PER R402.2 MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY TO ACI 318
<br />4. ONE HOUR FIRE SEPARATIONS BETWEEN GARAGE AND DWELLING: INSTALL 5/8" TYPE
<br />X' GYPSUM WALL BOARD ON ALL WARM WALLS AND CEILINGS, BEAMS, POSTS AND
<br />BEARING WALLS.
<br />5. BEDROOM EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT.,
<br />I �. I9 G E�_- E_= E=- L_
<br />MIN. NET CLEAR OPENABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF
<br />24". MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR.
<br />ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN
<br />EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN
<br />6. EACH SLEEPING ROOM SHALL BE PROVIDED W/ A SMOKE ALARM (INTERCONNECTED) SMOKE
<br />ACI REPORT 315, 318
<br />DETECTORS SHALL BE PROVIDED W/ A BATTERY BACK-UP, PER NFPA 72 (R 313)
<br />GRADE 60 STEEL FOR ALL VERTICAL REINFORCING
<br />7. ANCHORED VENEER SHALL BE PROVIDED WITH #22 GA. X 3/4" CORROSION RESISTANT
<br />CQ N C� R E=- -Q' C E=- R 00 F7' R E_= Q Ff Q R C 9 C3
<br />ANCHOR TIES. THE ANCHOR TIES SHALL BE SPACED A MAX. OF 24" O.C. AND SUPPORT
<br />NO MORE THAN 2 SQ. FT. OF VENEER. IN SEISMIC ZONE 3 & 4 THE EXTENDED LEG OF
<br />3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
<br />THE ANCHOR TIE SHALL LOOP AROUND A #9 GA. CONT. HORZ. JOINT REINFORCEMENT WIRE.
<br />1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER.
<br />1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER.
<br />3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER.
<br />LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL
<br />VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT
<br />TENSION REGIONS SHALL NOT BE PERMITTED.
<br />THIESS DOCUMENTS V NOT BEEN
<br />APPROVED FOR THE CE OF
<br />N
<br />ALL FRAMING TO COMPLY WITH IRC CHAPTERS 5,6,8. NAIL SIZES, SPACING, FASTENERS TO CONFORM TO
<br />iKS, �1%[�e�Q��6�[
<br />PUBUCRE
<br />[
<br />IRC SECTION R602.1 (SEE TABLE R602.3(1))
<br />,
<br />UPPR,p SS[ , ELECTRl AL O
<br />ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,
<br />Q G ,,M8 C a: P RRd� �9 S,
<br />6" MIN. CLEARANCE BETWEEN WOOD AND EARTH (R319.1)
<br />18" MIN. CLEARANCE BETWEEN FLOOR JOISTS AND EARTH
<br />12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH
<br />Q bnan PermRa Are
<br />ftqWred
<br />STUDS: V B
<br />HEM - FIR #3 75 575
<br />"
<br />� ing
<br />1,400,000
<br />STUD GRADE 75 775 1,400,000
<br />JOIST, RAFTERS:
<br />? Msch2nQca� Ffire Alla, r
<br />(2X1O) 75 1075 1,300,000
<br />HEM - FIR #2: (2X12) 75 980 1,300,000
<br />BEAMS, HEADERS, LINTELS, GIRDERS: 4X12
<br />4" NOMINAL DOUG-FIR #1 95 1000 1,700,000
<br />6" NOMINAL DOUG-FIR #1 85 1350 1,600,000
<br />GLUED LAMINATED TIMBERS:
<br />DOUG-FIR LARCH (24F-V3) 165 2400 1,600,000
<br />1 E3 1N, _<E; Q M � C� F-1 I Q_
<br />MICRO -LAM LVL. 285 2800 2,000,000
<br />® L_ I Q Ff U Ef- L_ E3 U R N I Q\Q G /s.F , Ff Q- B Q�Q C� E_= S
<br />LOADING (R301.5):
<br />SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM
<br />ROOF: 25PSF DEAD LOAD + 25 PSF LIVE LOAD = 50 PSF
<br />HEATERS / FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS.
<br />FLOOR: 1OPSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF
<br />UNLESS OTHERWISE ADOPTED BY KING COUNTY, ALL SOLID FUEL BURNING APPLIANCES
<br />CEILING: 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF
<br />SHALL COMPLY WITH THE PROVISIONS OF CHAPTERS 12-24, IRC
<br />DECK: 5 PSF DEAD LOAD + 60 PSF LIVE LOAD - 65 PSF
<br />Q--Q SAT Q IN
<br />INTERIOR PARTITION: = 7 PSF
<br />EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF
<br />EXTERIOR PARTITION: = 10 PSF
<br />MAINTAINING A TEMPERATURE OF 68 F AT A HEIGHT OF 3' ABOVE THE FLOOR IN ALL
<br />BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH FLAT CUT WASHERS. WOOD
<br />HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION 302.1,
<br />BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED
<br />WASHINGTON STATE ENERGY CODE. SECTION R303.8 IRC
<br />PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND
<br />DEFINITION: BUILDING ENVELOPE. THE ELEMENTS OF A BUILDING WHICH ENCLOSE
<br />AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED
<br />SEC 201, CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE
<br />BRIDGING AT 8'-0" O.C. FOR FLOOR JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 1/2"
<br />W.S.E.C. TRANSFERRED TO OR FROM THE EXTERIOR, EXCEPT AS EXEMPTED
<br />DIAMETER AT 6°-0" O.C.; MINIMUM 7" EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN
<br />BY THE PROVISIONS OF SECTION 101.3.1.
<br />-Q-
<br />ON DRAWINGS SHALL BE "STRONG TIE CONNECTORS" AS MANUFACTURED BY SIMPSON COMPANY OR
<br />®U � � FZ �
<br />APPROVED EQUAL.
<br />�r,-J Ff Q L__F R _F Q Q P,4 G Q Q�J -F FR Q L_
<br />F::'L- ®Q®
<br />PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX, UNLESS OTHERWISE SPECIFIED. MINIMUM
<br />1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS
<br />AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS;
<br />NAILING SHALL BE 8 PENNY @ 6" O.C. ® PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE
<br />OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND
<br />24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T&G, UNLESS OTHERWISE SPECIFIED. MINIMUM
<br />ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS
<br />NAILING SHALL BE 10 PENNY AT 6" O.C. @ PANEL EDGES AND 10"O.C. IN FIELD. SPAN INDEX SHALL BE
<br />PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR
<br />40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. ALL EDGES OF PLYWOOD IN FLOOR, ROOF
<br />WEATHERSTRIPPED TO LIMIT AIR LEAKAGE.
<br />AND WALLS SHALL BE SUPPORTED. PLYWOOD EDGES AT FLOOR AND ROOF SHALL BE SUPPORTED AT
<br />2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO
<br />EDGES WITH CLIPS, BLOCKING OR OTHER APPROVED METHODS. PLYWOOD EDGES AT WALLS SHALL BE
<br />LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS
<br />SUPPORTED BY FRAMING MEMBERS OR BLOCKING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN
<br />BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE -RATED' AND MUST
<br />RATINGS SHALL BE ALLOWED.
<br />MEET THE ABOVE REQUIREMENT.
<br />F'L_'Y ® W E= E3 J Q 4-:3 _F
<br />3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM
<br />PLYWOOD WEB JOISTS SHALL BE TJI OR ENGINEER APPROVED EQUAL WHICH DEMONSTRATES
<br />THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD
<br />ICBO ACCEPTANCE.
<br />ASTM E 283-73. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT
<br />FROM TESTING BUT SHALL BE WEATHERSTRIPPED, CAULKED, AND MADE TIGHTLY
<br />USE TJI (OR EQ. MANUFACTURER) INSTALLATION MANUAL WITH SHOP DRAWINGS IN RESPECT TO NAILS
<br />FITTIING.
<br />GLUE AND SPAN RATING OF PLYWOOD
<br />4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSEC SEC. 502.4.4.
<br />F='Q-C), R SHE=_ Ai. -FHIII (3
<br />Q:�'(DR RR1E=_R:E3 / RCDUQ-QQD QCOVEEFRQ3
<br />FLOOR SHEATHING: 3/4" CDX APA RATED PLYWOOD 48 24 NAILED AND GLUED. ADHESIVES
<br />( / )
<br />AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
<br />SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T&G EDGES AT LONG PANEL EDGES.
<br />ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
<br />UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS.
<br />NAILING SHALL BE 10d AT 6"o.c. AT PANEL EDGES AND 10"o.c. AT INTERMEDIATE SUPPORTS.
<br />PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS
<br />A GROUND COVER OF 6 MIL. (0.006") BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE
<br />STAGGERED 4'-0".
<br />LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE
<br />OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
<br />S_FRUC UFR Q_ C3 Q-UE=- -L_ M Q Q`,-Q TEE® Q-UME31ER
<br />THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE
<br />SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 5&
<br />AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING
<br />LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN
<br />NOT EXCEEDING 1 IS INSTALLED ON THE WARM SIDE OF THE INSULATION. (R 806.2)
<br />BENDING; 1100 PSI IN TENSION; 1600 PSI IN COMPRESSION PARALLEL TO GRAIN; 560 PSI IN
<br />H E: A_F II r,4 C3 FH U Q F' M E=- r,-Q _F
<br />COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F-V3).
<br />LAMINATED MEMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE.
<br />REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF GLAZING
<br />Q T R US E�; E=- S;
<br />INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF
<br />GLAZING, SEE ° WSEC TABLE 6-2 ' IN GENERAL NOTES.
<br />TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND
<br />FABRICATED FROM ONLY THESE DESIGNS. TRUSSESESTOBE STAMPED BY THE
<br />TO
<br />HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150%
<br />MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE
<br />OF DESIGN LOAD.
<br />TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL.
<br />WATER TANK TO BE LABELLED PER 1987 NAECA.
<br />PRIOR TO FABRICATION.
<br />R-10 INSULATION UNDER ELECTRIC WATER HEATERS
<br />NON -BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN
<br />2.5 GPM FLOW RESTRICTORS ON SHOWERS, TUBS AND LAVATORIES.
<br />APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM
<br />CHORD WILL NOT BEAR ON THE WALL.
<br />FQR�F-Q- CQ=S - �S9-�-EE BU9L--F Q Z�R®-GQ_EA.R Q' CEQ
<br />APPPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP
<br />FIREPLACES SHALL BE PROVIDED WITH:
<br />TRUSSES TO THE MAIN GIRDER TRUSS.
<br />A - TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR
<br />ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND
<br />APPROVED AUTOMATIC CONTROL.
<br />SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF
<br />B - AN OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES,
<br />TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL
<br />WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX.
<br />TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING
<br />SHALL BE USED
<br />C - TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN.
<br />TO BRACE ALL TRUSSES.
<br />SOLID FUEL -BURNING APPLIANCES/WOODSTOVES SHALL BE PROVIDED WITH:
<br />TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS:
<br />A - OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE.
<br />TOP CHORD 40 PSF OF TRIBUTARY AREA
<br />B - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS,
<br />BOTTOM CHORD 5 PSF OF TRIBUTARY AREA
<br />C - TIGHTLY FITTING GLASS OR METAL DOORS
<br />TILE ROOF TOP CHORD 50 PSF
<br />_F E=_ R F-Q E=- T EE R E3>
<br />BOTTOM CHORD 5 PSF
<br />WATER HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 1987 NAECA STANDARD
<br />F`_ Q R E_= P C E=_ Q
<br />AND BE LABELED AS SUCH. IN ADDITION, ELECTRIC WATER HEATERS INSTALLED
<br />IN UNHEATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR
<br />MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE
<br />INSULATED TO A MINIMUM OF R-10.
<br />PORTIONS OF THE IRC AND IMC. SEE R1003.1 FOR SUMMARY OF REQUIREMENTS. CHIMNEYS SHALL
<br />F` Q P 9 9,-J G Q P�-J Q> U L_ -F Q Q P,-j
<br />SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS.
<br />PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING
<br />HOT WATER SERVICE SYSTEMS IS REQUIRED TO BE INSULATED PER SEC. 503.11, TABLE
<br />ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY
<br />5-12, WSEC, SERVICE WATER PIPING TO BE INSULATED WITH R-3.
<br />ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR,
<br />S Q"C Ile Q- Q G FA -F!S
<br />MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA, PROVIDED WITH READILY OPERABLE DAMPER LOCATED
<br />SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED
<br />IN FRONT PART OF FIREBOX.
<br />AS SINGLE GLAZING OR IN ALL PANES INSULATING GLASS UNIT AND ALL OF THE
<br />FOLLOWING CONDITIONS ARE MET:
<br />PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO BEAR U.L. OR iCBO SEAL OF
<br />A - THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET.
<br />APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS TO EXTEND 20" IN
<br />B - THE HIGHEST POINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY WALKING
<br />FRONT OF AND 12" BEYOND EACH SIDE OF FIREPLACE OPENINGS.
<br />SURFACE OR ACCESSIBLE AREA.
<br />C - THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16".
<br />GENERAL NOTES:
<br />1. ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE
<br />INTERNATIONAL RESIDENTIAL AND BUILDING CODES, MECHANICAL, ELECTRICAL,
<br />AND ENERGY CODES.
<br />2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND BUILDING
<br />DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK, ANY VARIATION FROM
<br />CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE
<br />REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION,
<br />OTHERWISE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF
<br />ANY NECESSARY REMEDIAL WORK. WRITTEN DIMENSIONS SHALL HAVE
<br />PRECEDENCE OVER SCALED DIMENSIONS.
<br />3. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS
<br />SHOWN ARE TO CENTERLINE OF COLUMNS, OUTSIDE FACE OF CONCRETE
<br />WALLS, AND EXTERIOR FACE OF STUD WALLS UNLESS OTHERWISE NOTED.
<br />4. REPETITIVE FEATURES DRAWN ONLLY ONCE SHALL BE PROVIDED
<br />COMPLETELY AS IF DRAWN IN FULL. °--�
<br />5. THE ARCHITECT ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL
<br />CHARACTERISTICS OF THE SOIL, NOR DOES THE ARCHITECT VERIFY
<br />THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS.
<br />6. HEATING UNIT TO MAINTAIN 70' F. AT 3' ABOVE THE FLOOR WHEN 1OF "
<br />F. OUTSIDE TEMPERATURE.
<br />7. FIRE DAMPER DUCTS PIERCING SEPARATION WALL OR CEILING BETWEEN
<br />DUCTS. GARAGE AND RESIDENCE OR PROVIDE MIN. 26 GAGE GALVANIZED
<br />STEEL.
<br />8. PROVIDE SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS PER IRC
<br />R308.4 INCLUDING GLAZING AT DOORS, WITHIN 24 INCHES OF
<br />DOORWAYS, AT TUB/SHOWER ENCLOSURES, AT STAIR LANDINGS, AND
<br />n
<br />CW
<br />71
<br />A
<br />NOW
<br />AT RAILING BALUSTRADE PANELS. GLASS WITHIN 18" OF
<br />FLOOR AND
<br />W 3��
<br />GREATER THAN 18 IN LEAST DIMENSION SHALL
<br />BE SAFETY
<br />GLASS.
<br />Permit
<br />B2106-010
<br />9. LIGHT AND
<br />VENTILATION SHALL CONFORM TO
<br />IRC SECTION
<br />R303.
<br />Site Address:
<br />6611 WETMORE AVE
<br />WINDOW AREA
<br />1N HABITABLE ROOMS MUST BE MIN. 8% OF
<br />FLOOR
<br />Owner:
<br />AI�D6$E1f E�A�/9E�9CFI�K
<br />AREA OPEN
<br />WINDOW AREA MUST BE MIN. 4%
<br />OF FLOOR
<br />AREA
<br />Tenant:
<br />[TenNamel
<br />FOR NATURAL
<br />VENTILATION.
<br />App. Date:
<br />Proposed Use:
<br />6/4/2021
<br />RESIDENTIAL ALTERATIONS
<br />10. WINDOWS
<br />WITHIN 10' OF GRADE SHALL BE
<br />PROVIDED WITH
<br />Description:
<br />FiNISHIIING DAYLIGHT BASEMENT
<br />LATCHING DEVICES.
<br />Reviewed By-_ i� �� Date:a�����
<br />11. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A
<br />RECOGNIZED AGENCY.Off ice Set Job Site Set Fire/Planning Set
<br />12. PROVIDE A DEAD BOLT WITH 1" MI'N. THROW AND VIEWPORT
<br />AT EXTERIOR DOORS.
<br />13. ALL LOCKS SHALL BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR
<br />EFFORT. EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE
<br />USE OF A KEY.
<br />14. GARAGE AND DWELLING OCCUPANCY SEPARATION SHALL BE MIN.
<br />1-HOUR RATED GYPSUM DRYWALL 5/8" TYPE 'Y' AND SHALL BE FIRE
<br />TAPED AND FINISHED. WRAP ALL EXPOSED POSTS, BEAMS OR WALLS
<br />SUPPORTING THE DWELLING OCCUPANCY WITH A MINIMUM OF 12" TYPE
<br />"X" GYPSUM WALLBOARD.
<br />15. PENETRATIONS OF FIRE RATED WALLS AND CEILINGS SHALL BE PROTECTED
<br />WITH APPROVED FIRE -RATED ASSEMBLIES OR FIRESTOP SYSTEMS IN
<br />ACCORDANCE WITH IRC SECTIONS 317.3
<br />16. DECK RAILINGS REQUIRED IF SURFACE IS 30" OR GREATER ABOVE
<br />GROUND OR FLOOR BELOW AND SHALL BE MIN. 36" HIGH AND SHALL HAVE
<br />INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN
<br />DIAMETER CANNOT PASS THROUGH,
<br />17. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL
<br />BE CEDAR OR PRESSURE TREATED.
<br />18. PROVIDE MIN, OF 6" BETWEEN EARTH AND UNTREATED WOOD.
<br />19. WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRE 1/2" NET
<br />AIR SPACE ON TOP, SIDES AND ENDS.
<br />20. COLUMNS AND POSTS: PROJECT PLINTHS 2" ABOVE CONCRETE FLOOR
<br />OR CORNER (6 INCHES ABOVE EARTH) AND ANCHOR. PROVIDE 90# FELT
<br />BETWEEN FOOTING AND POST,
<br />21. COVER SOIL THROUGHOUT CRAWL SPACE WITH 6 MIL VAPOR BARRIER.
<br />LAP 1'-0" AT EACH JOINT AND EXTEND UP FOUNDATION WALL TO OUTSIDE
<br />GRADE LINE. 18" MIN. CRAWL SPACE UNDER JOISTS AND BEAMS SPACED
<br />TO 5'-0" O.C., 12" UNDER BEAMS AND GIRDERS MORE THAN 5'-0" O.C.
<br />22. PROVIDE UNOBSTRUCTED CRAWL SPACE ACCESS, MIN. 18" X 24"
<br />23. FOUNDATION VENTILATION: MIN. 1 SQ. FT. FOR EVERY 300 SQ. FT. OF
<br />CRAWL SPACE AREA.
<br />24. CARRY ALL FOOTINGS TO A MIN. DEPTH OF 18" BELOW FINISH GRADE
<br />AND/OR TO SOLID BEARING,
<br />25. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE
<br />DAMPPROOFED ON THE EARTH SIDE FROM TOP OF FOOTING UP TO
<br />FINISHED GRADE.
<br />26. ROOF AND FOOTING DRAINS SHALL BE TIGHTLINED SEPARATELY TO
<br />APPROVED DISCHARGE IF REQUIRED.
<br />27. STORM DRAINAGE CONTROL SHALL MEET REQUIREMENTS OF
<br />ENGINEERING DEPARTMENT STANDARD PLAN.
<br />28. MECHANICAL: PROVIDE COMPLETE HEATING, VENTILATION AND AIR
<br />CONDITIONING (HVAC) SYSTEM WITH GAS FURNACE IN ACCORDANCE WITH
<br />IRC CHAPTERS 12,13 AND WASHINGTON STATE VENTILATION AND INDOOR
<br />AIR QUALITY CODE. INSTALL IN CONFORMANCE WITH INTERNATIONAL
<br />MECHANICAL CODE, PROVIDE KITCHEN AND BATHROOM EXHAUST FANS.
<br />29. ELECTRICAL: PROVIDE COMPLETE ELECTRICAL SERVICE, POWER AND
<br />LIGHTING TO THE BUILDING IN CONFORMANCE WITH THE INTERNATIONAL
<br />ELECTRICAL CODE. LIGHTING FIXTURES TO BE AS SELECTED BY OWNER.
<br />PROVIDE COMPLETE TELEPHONE SERVICE AND CABLE TV WITH OUTLET
<br />LOCATIONS WHERE REQUESTED BY OWNER. 8TY OF EVERETT
<br />30. DEFERRED PERMITS: ALL PLUMBING (SEWER AND DRAI�`N�69.)) D FOR PERNT
<br />MECHANICAL, ELECTRICAL AND SPRINKLER WORK TO BE
<br />BIDDER -DESIGNED.
<br />PROVIDE AND SUBMIT ALL NECESSARY DRAWINGS, CALCULATIONS,
<br />APPLICATIONS, AND FEES TO THE CITY OF EVERETT DEPARTMENT OF
<br />CONSTRUCTION, AND OBTAIN ALL REQUIRED PERMITS PRIOR TO
<br />CONSTRUCTION.
<br />7873 ��IS��
<br />V
<br />TE�
<br />ETCjAnRl',1!A� VINGT'ON
<br />Date 5/26/202
<br />GEN NOTES
<br />
|