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<br /> Snot' Speed 0-Ign Froet Llne Devon Undmlaynenl Hazards Freezing ArewI
<br /> Load ( ) Category WeaUnring D UT terGnlee Deeag Tecp required Index Tarp
<br /> 25 psr
<br /> Roof Ii0 D Moderate 18" dwM•.a„¢+!, NO
<br /> Mtn oar
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<br /> STRUCTURAL NOTES GENERAL NOTES GENERAL NOTES (CONT) z
<br /> 0
<br /> L FOUNDATION CRAWL SPACE: 2L EXHAUST FAN5:
<br /> RANGE,CLOTHES DRYER AND MECHANICAL EXHAUST FANS
<br /> Applicable Codes: ALLOW 10"MINIMUM CLEARANCE UNDER FLOOR JOISTS AND 12" STALL BE VENTED TO THE OUTSIDE WITH APPROVED PUCTS AND w
<br /> 2018 Internatlonal Realdentlal Code(IRC) MNIMUT UNDER GIRDER BEAMS.;'MN SPACE AT GIRDER ENDS EQUIPPED WITH BACK-DFT RA DAMPERS.
<br /> IV
<br /> AT CONCRETE.PROVIDE AN UNDER FLOOR ACCESS WITH LS'x24'
<br /> 2018 Internallonal Bu1IdN Code(IBC) MNIMJM OPENING
<br /> 22. VENTILATION SYSTEM:
<br /> 2018 WA State Energy Code(WSEC) PROVIDE UAKJLE HOUSE VENTILATION SYSTEM-
<br /> 2.VAPOR BAQRiER A 50 CFM SPOT FAN.VTO.
<br /> GENERAL: 6 MIL BLACK POLYETHYLENE GROUND COVER N CRAWL SPACE B 100 CFM SPOT FAN Vf0
<br /> TO BE PROVIDED.LAP JONTS 12'AND EXTEND UP FOUNDATION C 100 CFM WHOLE HOUSE FAN WITH 24 HOUR TIMER AND SWATCH.
<br /> THE CONTRACTOR SHALL INSPECT THE SITE AND SOIL WALL. L5 SONES MAX R-4 DUCT INSULATION VfO.
<br /> CONDITIONS AND VERIFY 817E AND BUILDING DIMENSIONS
<br /> BEFORE COMMENCING WORK 3.FOUNDATION VENTILATION:PROVIDE I SQ.FT.(144 SQ N.)OF 23. APPLIANCES:
<br /> PROVIDE TEMPORARY BRACING AS REQUIRED DURING NET FREE UNDER-FLOOR VENTILATION FOR EACH ISO SQ.FT.OF APPLIANCES INSTALLED N GARAGES SHALL BE PROTECTED
<br /> ERECTION. WATER
<br /> AREA FROM DAMAGE AND INSTALLED ON AN 18"HIGH PLATY A HOT
<br /> um
<br /> WATER HEATER SHALL BE INSTALLED WItH SEISMIC STRAPS
<br /> VERIFY SIZE AND LOCATION OF ALL OPENINGS N FLOOR,ROOF 4.ROOF DRAINAGE SYSTEM: LOCATED ON THE UPPER AND LOWER THIRDS OF THE
<br /> AND WALLS WITH MECHANICAL AND ELECTRICAL WORK. CONNECT DOWNSPOUTS TO 41 DIA RIGID,NON-PERFORATED APPLIANCE.THE LOWER STRAP SHALL BE AT LEAST 4•ABOVE C0
<br /> PREFABRICATED ITEMS 814ALL BE HANDLED AND INSTALLED DRAIN PIPE.ROUTE SYSTEM INDEPENDENTLY FROM FOOTING 714E APPLIANCE CONTROLS.PRESSURE RELIEF LIE SHALL BE ! _
<br /> PER MANUFACTURER'S RECOMMENDATION. DRAIN SYSTEM. PLUMBED TO OUTSIDE.ELECTRIC WATER HEATERS N I.NHEATED
<br /> SPACES OR ON CCNCRETE FLOOR$SHALL BE PLACED ON AN
<br /> 9.FOOTING DRAIN SYSTEM: o: s•
<br /> FOUNDATIONS: INCOMPRESSIBLE,INSULATED SURFACE R-10 OR GREATER
<br /> 4"OR 6•PIA RIGID,PERFORATED PVC DRAINPIPE.COVER WITH >P ��
<br /> L EXTEND ALL FOOTINGS DOWN TO FIRM UNDISTURBED SOIL 18 MINIMUM OF 4"WASHED ROCK ON ALL SIDES USING 3/4'MINIMUM 24. ELECTRICAL/LIGHTING: y�f6dt x.
<br /> INCHES BELOW.ADJACENT GRADE. ROCK COVER ROCK WITH APPROVED SILT BARRIER BOTTOM OF THE ELECTRICAL CONTRACTOR SHALL PROVIDE LAYOUT
<br /> DRAM PIPE TO BE AT OR BELOW BOTTOM OF FOOTING. INDICATING OUTLETS,LIGHTING,SWITCHES,TV,ETC.FOR
<br /> 2.CENTER FOOTINGS ON COLUMNS AND WALLS EXCEPT WHEN APPROVAL PRIOR TO INSTALLATIOR THE ELECTRICAL AND
<br /> DIMENSIONED OTHERWISE. 6.HOUSE/GARAGE SEPARATION: LIGHTNG WHEN SHOWN ON PLANS IS SUGGESTED ONLY.
<br /> 3.WIDEN FOUNDATION AND FOOTINGS 4 INCHES TO SUPPORT WALLS BETWEEN HOUSE AKV GARAGE 844ALL BE MINIMUM In'
<br /> MASONRY VENEER WHERE APPLICABLE.VER7°l'LOCATIONS. GU3 ON GARAGE SIDE WITH 13/8"SOLID WOOD DOOR OR
<br /> 10-MNUTE DOOR WHERE A LIVING AREA IS ABOVE THE GARAGE,
<br /> 714E CEILING SHALL BE 5/8'TYPE X CAB AND ALL SUPPORTING
<br /> CONCRETE. AND POST$MUST BE FIRE PROTECTED WITH I HOUR ASSEMBLY.
<br /> L CONCRETE DESIGN BASED ON 2500 PSI NO SPECIAL
<br /> INSPECTION REQUIRED.SUPPLIED CCNCRETE TO BE SHALL BE T,EGRESS IWNDOW U
<br /> Q�
<br /> 55 BACK MIX,3000 MI AT 28 DAYS I ND.TO BE AIR-ENTRANED EVERY SLEEPING ROOM SHALL BE PROVIDED WITH A DOOR OR
<br /> (5%-TA:)3000 PSI AT 26 DAYS WHERE EXPOSED TO WEATHER EMERGENCY EGRESS WNDCW. NET CLEAR OPENING 81ZE TO BE Q.) N
<br /> A MINIMUM OF 5.1 SQ FT.OPENASLE AREA SMALL BE 24" 1-
<br /> 7.SLAB BOONBGRADE(HEATED SPACES)4'CONCRETE SLAB WITH MINIMUM N HEIGHT AND 20,MINIMUM N WIDTH.OPENING SILL ( (14
<br /> HEIGHT TO BE A MAXA-AAM OF 44"ABOVE THE FLOOR
<br /> 1.4 6x6 W.W.MESH.11 SAND OVER 6 MIL VAPOR BARRIER OVER Q, QT
<br /> 4"COARSE GRADE GRAVEL FILL.R-10 x 24"RIGID INSULATION S.SMOKE DETECTORS: ENO.FLR SYSTEM SIZE PER PLM ,7 �
<br /> AT PERIMETER WHERE SLAB 15 LESS THAN 2'BELOW GRADE. PROVIDE INTERCONNECTED SMOKE DETECTORS N EACH V
<br /> SLEEPING AREA,OUTSIDE EACH SLEEPING AREA N IMMEDIATE \
<br /> VICINITY OF BEDROOMS AND ON EACH STORY OF DWELLING. BEAM Sig W •j' O � �
<br /> STEEL: WIRE DIRECT TO POWER SUPPLY WITH BATTERY BACK-UP. PER PL.aJI _
<br /> L REUFORCING STEEL SHALL BE-4,GRADE 40.ALL BARS SHALL
<br /> BE GLEAN,DRY AND TIED N PLACE.LAP SPLICES 15 IN'CHE9 S.CARBON MONOXIDE ALARMS: �i
<br /> BE
<br /> ALARMS ARE REQUIRED AND MUST BE LOCATED OUTSIDE OF 2x GUSSEt UV 4-t6d U O
<br /> EACH SEPERATE SLEEPING AREA,N THE IMMEDIATE VICINITY OF NAILS'POST G W � i � 0)
<br /> 2.ANCHOR BOLTS SHALL BE IR"DIA x 10'WITH 022S'X 3'X 3" THE BEDROOM. BEAM EA. IB' IN
<br /> SQUARE PLATE WASHERS.SPACE AT p" MAXIMA AND T BOLT tU• 'N -G-•
<br /> DIAMETERS MINIMUM FROM CORNERS,SPLICES AND PLATE ENDS. 10.ATTIC VENTILATION: 4x4 POST UMSL TVG PAD,
<br /> SPACE ANCHOR BOLTS AT 6 FEET O.C.FOR SNGLE STORY AND PROVIDE 19Q.FT.OF NET FREE GR085 VENTILATION FOR EACH S I/2'UDE s BM S PER PLAN O 111 I-
<br /> 4 FEET O.C.FOR 7U10 STORY. SEE SHEAR SCHEDULE FOR 150 SQ.FT.OF AttIC AREA OR 300 SQ.FT.IF R8062 EXCEPTION r
<br /> SPACING AT SHEAR WALLS.ANCHOR BOLTS SHALL HAVE T" CONDITION 1,r CELLASS I or II VAPOR RETARDER INSTALLED ON S• N U
<br /> WARM SIDE OF CEILING,MID 2,WITCH REQUIRES 4000 MMR'AAM ,
<br /> MNIMUM EMBEOr&n,B'THREADED ROD,EPDXIED A MINIMUM OF AND 5056 MAXCMU'I OF THE REQUIRED AREA TO BE LOCATED y,-,�r�,u
<br /> 4•INTO CONCRETE,OR STRONG BOLT WITH 4"EMBEDMENT CAN NOT LESS THEN 3 FEET BELOW THE RIDGE,AND THE BALANCE OF e o n (1
<br /> ItAB9 t11Db1L
<br /> BE SUBSTITUTED FOR CAST N PLACE ANCHOR BOLTS REQUIRED AREA N THE LOWER V3 OF THE ATTIC SPACE ARE ,y.)GN
<br /> MET, ECLWALENT ,L^ (L^`V Y �-•
<br /> 3.STRUCTURAL-STEEL PLATE IS TO BE A36 UNO AND FOR BEAMS USE A COMBINATION OF RIDGE,ROOF AND EAVE VENTS AS I' -'- \„•� i - •� X
<br /> 18 TO BE A9ffi-50 LINO REQUIRED.COVER OPENINGS WITH 114"NON-CORROSIVE MESA. `R..,)J)
<br /> MOTE: Q) S5 �
<br /> UIOOD FRAMING: IL TUB/SHOWER AREAS- FOR ISOLATED PIERS 24•So.OR LE86 a•M2:NO RESAR REOD - Q)
<br /> SHALL BE FINISHED WITH A SMOOTH,HARD FINISH TO A HEIGHT FOR
<br /> DFA_•2 4x/6x BEAMS,HEADERS,POSTS OF 12 IN.ABOVE DRAIN. •4 RESAR ARI e•OG EACH WA sa TH!CTQ.EpB'S TO 8E 10-MN.UV
<br /> LAgsER TUN
<br /> HF MI•2 EXTERIOR D BEARING.
<br /> EARG STUDS,PLATES,JOISTS, s WAY LINO. q Tcl O� O
<br /> 12.GYPSUM WALLBOARD: �r �
<br /> 23
<br /> RAFTERS AND LIGHT FRAMING. A LIP GCAMTYPICAL AT WALLS AND CEILING,EXCEPT UAERE #I CRAWL BEAM DETAIL F r L B 1 O 2
<br /> HF STD. NON-BEARING,INTERIOR STUDS,PLATES. INDICATED OTHERWISE.
<br /> S.5/6'TYPE'X"GWB WHERE I HOUR FIRE SEPARATION 18
<br /> GLUED LAMINATED MEMBERS: C.IAt R RESISTANT TYPE 601.B AT TUB/SHOaER ENCLOSURES. T V O r L A X
<br /> GLU-LAM MEMBERS SHALL BE AJ.T,C.CERTIFIED. D.FIRE-RATED WALLS N GARAGE SHALL BE FIRE TAPED. It 4`
<br /> DF/DF-24F-V4 OR SIMPLE SPAN BEAMS.
<br /> DF/DF 24F-V8 FOR CAN MI CANTILEVERED BEAMS D CONTINUOUS 13.STAIRWAYS: F"Lr+l I��I l 5 (n
<br /> C'.rIV I�r v
<br /> SPANS WHERE NOTED ON THE PLANS. STAIRS SHALL BE CONSTRUCTED PER PLANS AND BUILDING -
<br /> APPLY ONE COAT OF END SEALER IMMEDIATELY AFTER CODE R311.1.MIN TREAD DEPTH 10"AND MAX RISE T;". •0
<br /> TRIMMING HANDRAIL$SHALL BE 34"-38'ABOVE TREAD NOSING WITH ENDS
<br /> RETURNED TO WALLS.HANDGRIP SHALL BE 1 1/4'-2"DIA +�
<br /> Q)
<br /> ENGINEERED LUMBER: STAIR CONSTRUCTION:
<br /> L8L TO BE 155E UNO •2.12 STRINGERS 16"O.C.MAX. _
<br /> •5/4 X 12 TREAD
<br /> LVL TO BE IBE OR BETTER UNO .Ix8 RISERS
<br /> PSL TO BE 20E OR BETTER LINO •2x4 FIRESTOPS
<br /> In.,64M Q)
<br /> SHEATHING: •STAIRS HANDRAIL PER R31L1.8 E
<br /> ROOF AND WALL SHEATHNG SHALL BE T/16"APA RATED 14.UNDER STAIR SPACE. O
<br /> SHEATHING WO.NAIL WITH Sal •6"O.C.•EDGES,12"O.C.• ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE I/2"GWB. v ILA z
<br /> FIELD.FLOOR SHEATHING SHALL BE 3/4"NOMINAL TKG APA 15•GUARDRAILS: D
<br /> RATED SHEATHING GLUED AND NAILED WITH 8d a 6"0.C.• SHALL NOT BE LESS THAN 36"HIGH WITH MAXIMUM OPENING OF -�
<br /> EDGES,12-O.C.AT FIELD.SUPPORT PANEL EDGES PER APA LESS THAN 4".
<br /> RECOMMENDATIONS. W..MASONRY FIREPLACES; DEC 2 7 2022 C3
<br /> MASONRY FIREPLACES AND CHIMNEYS SHALL BE CCN5TRIlCtED
<br /> PREFABRICATED JOISTS /TRUSSES: AND REINFORCED PER IRC CHAPTER 10.
<br /> PREFAB JOISTS AND TRUSSES SHALL BE DESIGNED BY THE _ _ CITY 0 F E V E R E T T
<br /> MA.aFACTURR WI E ENGINEERED SHOP DRAWINGS AND LAYOUT IT.FACTORY-BUILT FIREPLACES:
<br /> SHALL BE SUBMITTED FOR APPROVAL.BRACING AND MANUFACTURERS INL BE LISTED�RUCiICNS SAND I CHAPTER 10.WITH THE
<br /> CONNECTIONS SHALL B E DESIGNED AND DETAILED BY THE Permit Services l-/-)
<br /> V /
<br /> MANUFACTURER B.FACTORY BUILT CHIMNEYS:
<br /> SHALL BE LISTED AND INSTALLED N ACCORDANCE WITH THE
<br /> TRU88 LOADING SHALL TRICE LIVE LOADING SPECIFIED N TABLE MANUFACTURER'S NSTRICTIONS.
<br /> R301B INTO ACCOUNT FOR BOTTOM CHORD LIVE LOADING OF 20 P.CHI•t,IEYSiFLUES,
<br /> P8F.IF TRUSSES ARE DESGNEO FOR ATTICS WITHOUT STORAGE, SHALL PROJECT MINIMUM 2 FT.ABOVE ANY PORTION OF ROOF
<br /> OR DO NOT MEET THE LIMITED STORAGE REQUIREMENTS,THE OR BUILDING WITHIN 10 FT.HORIZONTALLY.
<br /> @
<br /> BOTTCM CHORD CAN BE DESIGNED FOR 10 PSF.
<br /> 20.SAFETY GLAZING R306A:
<br /> ALL GLASS IN DOORS,TUB/SHOWER D4CL08URES,WITDN 24.OF A S
<br /> HANGERS/FASTENERS: DOOR LESS THAN 18'ABOVE FLOOR OR OTHER HAZARDOUS
<br /> ALL HANGERS AVD FRAMING ANCFIORS ARE TO BE 9MF OR LOCATION SUBJECT TO HUMAN IMPACT SHALL BE SAFETY
<br /> EQUAL.ALL METAL N CONTACT WITH PRESSURE TREATED WOOD FACTOR SAFETY D PER
<br /> AND TEMPERED GLASS SHALL BE
<br /> FACTORY LABELED PER BUILDING CODE.
<br /> ARE TO BE ZMAX,HD6(G185),STAINLESS STEEL,OR MEET ASTM A
<br /> 153 OR A 653 STANDARDS,REFER TO IRC R3113J OR IBCt 5I
<br /> 2304)05J.
<br />
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