1125 GRAND AVE 2020-07-14 - Laserfiche WebLink

GENERA ,,T Il-13LNUILS , . _ JRAWWNGs PROJECT OWNER DESIGNER STRUCTURAL ASS_ESSOP_• PARCEL NUMBER _ - �-!^ FIRE A GL'K Jc: !L I LYSTAn --- - ---..-.-- - - - u O^G65G2230: 30.^ THESE DRAVANF -,,,,,IR ANT HAY ONLY BE REPRODUCED FIRE 3LOCKINC SHALL BE PROVIDED IN WOOD-FRAME CONSTRI - IYA.I/6OPNY PE516 LNG. DAN S.3Y LOCATIONS IN CONCEALED SPACES OF STUD WALL AND '2.i 6RANL: Y..1 � WITH THE WRIT" REPRODUCTIONS MUST c PA':!-- - "� "r '__.iERETT. W 1,LE AA Y 21243RD AVE t!(0 LEGAL DESCRIPTION __ BEAR THE NA:U 5ORNY inc. 'HESE CEILN- N LONCEALEA SPACES BETWEEN STAIR STRINGERS- .. �-- 25A5 3,-.)AVE.IE SEATTLE WA 58121 ____i;__ - -_ __-, DRAWINGS ARE - _-�'YRIGHT LAWS. ANY THE RUN,AT OPENINGS AROUND VENTS ic_S AND DUCTS.(:a.sE:. PROJECT A D L.0 R 3- 3 NORTH 8 1/ SST 1_0 AIV All OF LOT 4.BLOCK 223,THE HEIGHTS ADDITIO1 SEANWXD NA 98292 206 SE 3162 i-i / aOftNY.. INFRINGEMENT D. ALL CONSTRUCTION SHALL CONFORM SEE SECT ON R1001.12 OF THE NTC FOR-_.:.I-_JOKING OF CHARNEL � - ir, - TO EVERETT A„"AR EL -1 -PIE FLAT HER OF REGOKxJ IN VOLTA�^E 3 OF ,VA. '0 THE 2015 ,'.0'),AND BE IN ACCORDANCE WITH .-_. 1125 BRAND 1V AVENUE y)b2,l 05Oq :. THE WASHINGTON STA LAWS ANu nc„uEA iiuNS ENING,: EVERETT, NA -.3'.:.II i'HNW.WAIGORNY.CUM PLATS AT PALE 40,RE.;O'L!"OF S`ONOHI511 C.OI.NTY,HASIHINSICIL. „ - A_I WORKMAN N COAL _LCE. I N• ZONING CLASSIFICATION SOILS - v rc al CODE r. e • UNLESS A SOILS REPORT IS PROVIDED BY A 50115 EN^,NEEM AND ATTACHED 70 1„I�«� °� <7 R AWING L C is E:H .l r ,.. ____ t r�NGN - _ R2 DOCUMENTS.T115 OFFICE ASSUMES NO RESPONS! ?HYSICA CHAR• - _ FIA - --="A JCk _ :!•''-.- 7 r'✓>N c - ,ate OF THE SOIL SOUNDATON DESIGN IS RASES ON - +TRACE SOIL SHA, GRADING INFO O _ _ __ CAPACITY OF 2,000 PSF. FOOTINGS SHALL JJ..ARBED,FIRM,NAT,,.. _ .- A.MFA.L GtTEDUI.-E O2 COMPACTED SOF OF 2,000 PSF BEARINI -.T LEAST t'-s'BELOW THE LI)' 4 w= - - • _ -.''r -KpMIIuS p;ApyS, RE F_RENOVATED OR GRADING PRI4CRK 7_ MINIMAL FOOTIr Fi0f2K Al ADJACENT GRADE,FREE OF ORGANIC IA.TE - EXCAVATION SHALL BE FRLE BA.0 _ - RENOVATED PORCH. ALL OTHER YORK WIT}ii4 THE FOOTPRINT OF TIE "`�'�'� DEBRIS,LOOSE SOILS AND FREE WATER,,T ALL Mi> TIiiS OFFICE ASSUMES NO _ ) n Ain a <Y:. .+r D:JVK NiEOUOLCS rik5.INS HOi)5E 1 I RESPONSIBLY FOR VERI°YING THE ACCURACY DF ENSINEERING DATA SUPPLIED BY OTHER' - - .V CF - - BUILDING ALR E A INFO CONTRACTOR'S RESPONSBIUTY: SHEAIIINC FOR NG. VENiiNC MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS A5.0 ii. 015,,..c.;.E0,O LOT O � THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER(I.E.,FOR A SKYLIGHT OR AT HP A6.0 WALL SECTIONS LOT AREA (.II AG)4,565 S.F. CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE DESIGNER AND STRUCTURAL ENGINEER END).PROVIDE(2)1 1/2'VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO OF ANY DISCREPANCIES IN THE DRAWINGS OR WITH THE CODES. ALLOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE. FLOORS SHALL BE I CHANGES INITIATED BY THE CONTRACTOR SHALL BE SUBMITTED IN WRITING TO THE DESIGNER INSULATED WITH R-30 BATT OVER UNHEATED SPACE(U.N.O.).ANY SLAB ON GRADE SHALL BE EXISTING AND PROPOSED NOISE 842 S.F. AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. CHANCES INDICATED INSULATED WITH EXTRUDED RIGID CLOSED CELL INSULATION R-10. INSULATION TO PROVIDE EXISTING AND PROPOSED FRONT PORCH 45 5F.SOLELY ON THE DRAWINGS'WILL NOT SATISFY THIS REQUIREMENT. THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE EXISTING REAR PORCH 26 5F. BOTTOM OF THE FOOTING INSULATION MAY BE INTERRUPTED FOR 6"EVERY 2'-D'TO ALLOW TOTAL EXIST AND PROPOS®LOT C4V�SE 913 SF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS.TECHNIQUES,SEQUENCES OR FOR DOWELING TO RE THE SLAB AND FOOTING TOGETHER AN APPROVED VAPOR BARRIERPROCEDURES REQUIRED TO PERFORM HER OR HIS WORK,AS HELL AS BONG RESPONSIBLE SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS,BELOW ENCLOSED JOIST ,pX FOR ALL REQUIRED SAFETY PRECAUTIONS STRUCTURAL SYSTEMS WHICH ARE COMPOSD OF SPACES WHERE COUNG FINISHES ARE DIRECTLY INSTALLED TO JOISTS,AND ANY OTHER WALL PERCENTAGE EXISTING AND PROPOS. )LOT GCVERA6E(913/4564)COMPONENTS TO BE ERECTED IN THE FIELD.SHALL BE ACCOMPANIED BY SUPPLIER OR CEIUNG SURFACES WHICH RECEIVE INSULATION. THIS VAPOR BARRIER MAY BE A 2SUPERVISION DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTOR COMPONENT OF THE INSULATION MATERIALACCORDING TO THE INSTRUCTIONS PREPARED BY THE SUPPLIER. ( BULDING AREA HOUSE/NTERIOR) TOTALAY&SPACES: FLOOR AREA RATIO MAN BASEfNFT TIPPER TOTAL 1Y UUNNDER FLOOR AREAS SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION TYPE VB R-3 5F 15-STORY WALLS OR EXTERIOR WAILS. THE MINIMUM NET ARE OF VENTILATION OPENINGS SHALL NOT EXISTING 642 SF. 816 5F. 7420551.. 2003 SF.2123 5F.6ROS NOT BE LESS THAN 1 S.F.FOR EACH 150 S.F.OF UNDER-FLOOR SPACE AREA. ONE SUCH 01 AREA 120 5F. BUILDING AREA VENTILATION OPENING SHALL BE WITHIN 3 FOOT OF EACH CORNER OF SAID BUILDING. (2123/4565) (IRC SECTION R408.1) Lu VENTILATION OPENINGS SHALL BE COVERED FOR THOR HEIGHT AND WIDTH WITH ANY OF THE TOTAL 842 5F. 816 5F. 465 SF. 2123 SF. 1- Q MATERIALS SPECIFIED IN IRC SECTION R408.2,THE LEAST DIMENSION OF WHICH MAY NOT 0 EXCEED 1/4 INCH IRC SECTION R408.2) t 165 5F. 443.5%FAR EXIST AREA TO BE R@YNAIID ACCORDING TO IRC SECTION R408.4,ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 IMPERVIOUS SURFACE 0 INCHES.OPENINGS THROUGH A PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES.THE EXISTING AND PROPOSED BUILDING COVEZAEE 913 SF. AREAWAY SHALL BE BELOW THE THRESHED OF THE ACCESS OPENING.THROUGH 'FX/STIN6 AND PROPOSED GRAVEL N GONG.PALING AND WALKWAYS 1213 SF. WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. EXISTING EXT.STAIRS TO REMAIN 40 5F. ATTIC: EXT.STAIR TO BE REMOVED H30>SF. ACCORDING TO IRC SECTION R8D7,IN BUILDINGS WITH CCMBUSTBLE CEIJNG OR ROOF PROPOSED NEN EXT.STAIR 60 SF. CONSTRUCTION.AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATM AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER.THE TOTAL EXKTPI6 It-PERVIOUS SURFACE 2196 SF. ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30-INCH MINIMUM TOTAL PROPOSED IMPERVIOUS 51RFACE 2226 5F. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. NET ADDTITION TO IMPERVIOUS SURFACE 80 SF. VENTILATION: J WHERE TOILET ROOMS AND BATHROOMS ARE MECHANICALLY VENTILATED,THE EXHAUSE AIR SHALL NOT BE REGRULATED WITHIN A RESIDENCE.THE VENTILATION SYSTEMS SHALL BE 0 EXHAUST DESIGNED TO HAVE THE MINIMUM AIR FLOW OF 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS IN KITCHENS.IN BATHROOMS AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT O OR 20 ON CONTINUOUS IS REQUIRED.(IRC SECTION M1507.4) RANGES/OVENS,AND CLOTHES DRYERS SHALL VENT INDEPENDENTLY AND DIRECTLY TO THE O OUTSIDE(IRC SECTION 81503.1 AND 1502.1).BROILER UNITS SHALL BE PROVIDED WITH ANDL1J m EXHAUST H000.(IRC SECTION 1,11505.1). MAXIMUM HEIGHT OF STRUCTURES _ �B-1195 _ _ _ SEE AVERAGE GRADE GAu)LATION Itis SKEET AND ELEVATIONS 0 CC Lu C) GLAZING SHALL BE IN COIPUANCE WITH THE IRC SECTION R308 AND THE WASHINGTON STATE GIAZINQ LU r---- I---, SLEET MO FOR HEIGHT IPFORMATION Q 0u-I SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN INC SECTION R308. > I I I SPOT ELEVATIOPS FOR HEIGHT GALGILATOP5 HFVATIONS ARE 119.5 AVG GRD+28'- ~ Q BASED ON an of Ev> TT LAND USE MAPSCO z IN HAZARDOUS LOCATIONS AS SET FORTH BY THE IRC SECTION 308.4, GLAZING SHALL BE Q A- "a I 147.5 A'L'LOWA'BL'E J W z - PROVIDED WITH A MANUFACTUER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS 0-I5511 DasY • Y , II C-120 ELEVATION AND SAFETY GLASS STANDARD WITH WHICH IT COMPLIES,VISIBLE UPON THE FINAL INSTAL- I HOUSE A=119.0 a_ LOTION.THOSE HAZARDOUS LOCATION INCLUDE.BUT ARE NOT UNITED TO GLAZING IN I 44 J 1 I I 8=1195 EXNG AND J (n LucE LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS ON DOORS WITHIN A 24'ARC OF THE DOOR ZS ,_ G=120.0 PROPOSED DORMER J w LC) LU INA CLOSED POSITION AND WHOSE BOTTOM IS LESS THAN 60'ABOVE THE FLOOR,GLAZING IND=1195 ADDITION PEAK 1432 '� N W DOORS AND ENCLOSURES FOR BATHTUBS MD SHOWERS. 119.5 GLAZING ADHACENT TO STAIRWAYS. I O _ LANDINGS AND RAMPS WITHIN 36'HORIZONTALLY OF A WALKING SURFACE WHEN THE GLASS SITE DIAGRAM 4180/4=1195 AVERAGE BASE ELEVATION IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE WALKING SURFACE.SKYLIGHTS AND I"=20'-0" SLOPED FAZING OF MORE THAN 15 DEGREES SHALL HAVE LAMINATED GLASS WITH AN INTERLAYER AS DESCRIBED IN IRC SECTION R308.6.2. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH STATE OF WASHINGTON ENERGY CODE. EMERGENCY ESCAPE: BASEMENTS WITH HABITABLE SPACE.AND EVERY SIPPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE.EMERGENCY EGRESS SHALL BE REQUIRED IN EACH SLEE%NG ROOM,BUT NOT IN ADJOINING AREAS OF THE BASEMENT.THE OPENING SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.WHERE A BULKHEAD IS REQUIRED. _� IT SHALL PROVIDE DIRECT ACCESS TO THE BASEMENT WITH A MINIMUM CLEAR AREA OF 5.7 is EXIST AIDPRGP:a._I TO FACE DOST DCWO'HR ''o IN. K\P•' \ SQUARE FEET.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM CLEAR IL I I 1 OF HFRAIN6 PERCH I Ii3Q,PL \ \ OPENING SF 5.7 SQUARE FEET,WITH THE EXCEPTION OF GRADE FLOOR OPENINGS,WHICH SHALL I Z IZ I EXIST LlA43�PORLFH, - - ` - - -)"t u• HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET.THE MINIMUM CLEAR OPENING ``-- HEIGHT SHALL BE 24 INCHES.THE MINIMUM CLEAR OPENING WIDTH SHALL BE 20 INCHES.ALL I Qq l I 1 I ROOF STRUCTURE TO BE -'r= 16 Q GRAVEL `` CO OPENINGS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE O=KEYS THE MINIMUM V IQ I RIFIAL® �'r� -.Y ', ,'~1 1 -- - Q W FX(I57 T. I -�"--- PAVING HORIZONTAL AREA OF A WINDOW WELL SHALL BE 9 SQUARE FEET.WITH A MINIMUM HORIZONTAL 1 -I EXIST LONG H-1-- PROJECTION AND WIDTH OF 36 INCHES.COVER WALLS AND SOFFITS OF USABLE SPACE UNDER I Or I I GALS L STARtS PAVE 20'-0' Q 0 THE STAIR WITH 1/2 INCH TYPE'X'GYPSUM WALLBOARD.(IRC SECTION R310) Iv I m G I I �I- ��77 EXIST REM H RCSB Q Z EGRESS: - a x I EXIST CONC LAFd71N6 9 14' _1 1 '-. PORC.N 6. Z THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET.(INC SECTION R311.6) 1� I 1 `IP STA',. VE wmIryitO CT O Q U Q AT LEAST ONE EXIT DOOR IS REQUIRED PER DWELLING UNIT.THE EXIT DOOR SHALL PROVIDE 13 I 1 1 EXIST ,I 4 I yl., yh Nn EXIST PAVEIIS p 0 O WCL DIRECT ACCESS TO THE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE.THE EXIT { I WALKYIAY a b O O O O O O I 7 W DOOR SHALL BE A SIDE-HN(;EO DOOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEET 8 LACHES I I zl z I MST GONGAi T GONG O O O In EXIST LONG EXIST W Q Z IN HEIGHT.THERE SHALL A FLOOR OR LANDING ON EACH SIDE OF THE DOOR,EXCEPT MERE D GONG 1-CC W THERE ARE TWO OR FEWER RISERS LOCATED ON THE EXTERIOR SIDE CF A DOOR OTHER THAN I I \ I STAIRS TO BE' 'n`e�_ �� STAIRS 141-_. ..,.,SAIRS IFIL I PAVBH6 Cl)0 (� THE EXIT DOOR.A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF 1HE DOM.THE FLOC* -J _ - I _ EXIST_L REMOVED I 4,-i 05.I624 1 AT THE EXIT DOOR SHALL NOT BE MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THE ., THRESHOLD.(INC SECTION R311.3) �_ EXIST I 3' _LBXS - STAIRS 1 I'NTHt --Ell -1-- �� - _ _ - I J EXIST _ EXIST WALKWAY FXOSTRI6-pv ��_�n�n_ 1_� MINIMUM WIDTH 36 INCHES;MAXIMUM HANDRAIL PROJECTION 4.5 INCHES;MINIMUM CLEAR WIDTH I I I 11 I i ^ // d -'- `= �, AT AND BELOW HANDRAIL 31.5 INCHES WHERE THERE IS ONE HANDRAIL AND 27 INCHES WHERE -- _ THE HANDRAIL IS ON BOTH SIDES.MINIMUM HEADROOM 6 FEET 8 INCHES;MAXIMUM RISER -- - ` I\� - - L - _ /\ HOG-IT 7 3/4 INCHES MINIMUM TREAD DEPTH 10 INCHES.THERE SHALL BE A LANDING AT I 1\ TO F DRAT TO 1 I� '130' I \W THE TOP AND BOTTOA OF EACH STAIRWAY.HANDRAILS PROVIDED ON AT LEAST ONE SIDE ON EXISYFU DOFt6PCVT 6�L' ALLOWABLE PENH PRO,EGTION TOPOSRAPHIL CONTEURS PGR CITY CF STAIRS WITH FOUR OR MORE RISERS.MAXIMUM HANDRAIL HEIGHT 38 INCHES;MINIMUM HANDRAIL LOCATIONS(XS) 20'-0' INTO FRONT YARD SU€TDACK E/B+ETT TOPOGRAPHIC MAP H �/ INCHES AND NOT GREATER THAN 2 INCHES.HEIGHT 34 INCHES.TYPE I HANDRAIL SHALL HAVE F.T 3 u A DIAMETER OF NOT LESS THAN 11/4 AND MAXIMUM 38'ABOVE STAR NOSING.HANDRAIL TO O SITE PLAN -DETAILED V BE 1 1X2'CROSS SECTION AND 1 1/2'.TYPE II HANDRAIL WITH PERIMETER GREATER THAN 1 6 1/4 SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE I"= 10'-0" 0 2 5 10 20 SEE IRC SECTION R3I1.7.B.3 FOR FURTHER DIMENSIONAL INFORMATION.(IRC SECTION R311.7) GARAGES: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE DATE' 8-6-I8 ROOMS SHALL BE SEPARTATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN OB 5/B-INCH TYPE X GYPSUM BOARD.THE STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE F .NUMBER, 1/204 PROTECTED BY 1/2 INCH GYPSUM BOARD.(INC SECTION R302.6) SHtt 1 * A1.0