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<br />N00° 12'59"E 115.59' NOC k5 I G�",55 00' . •:--- • '� 25'_D" _ -
<br />�•�.._.-_.9' .PROPERTY _ LINE
<br />+19897 ) --. B 198.71 z---------------------------
<br />x +195.80' ,j --- -- ____ - - - - .-_---w -- --- --- ----- -t j
<br />:l _--- TERRACE-- ---__--_-- i I -_ 1 K
<br />DECyR BELOW ON
<br />r MHIN. FLOOR x' '' BUILDING -- BELOW ------_ --- r-----" -- I ROOF BELOW ON Z
<br />w I- LINE t i ROOF Y i "x/ IMA1N FLOOR ` O
<br />LINE
<br />E z 1 ROOF 2 .- SLOPE 4: 12 ,i .-. ROOF 2 1
<br />1 2°. CONC W 1„O I r 4 :12 ,-. \
<br />� L �• / � 5 i ' AEB RE� � w
<br />.._ - DI•QDORA I � �i � ti �CTANG
<br />I'2 CONEA 19DEC ROOF
<br />+ 1.00 + i 99 DECIDUOUS z
<br />J
<br />12
<br />AS3I 201 .50'
<br />I
<br />i I , 4-
<br />+ 195.47
<br />a
<br />BUILDING
<br />+ 198.97 - .::. I �, I LINE
<br />CR C,
<br />EDA
<br />_ 1`}
<br />I
<br />\ t
<br />\7.tG'00 N{
<br />' Mc177-
<br />1 1
<br />DECIDUOUS 15 W
<br />- CQ4� 'f kt. F
<br />GAy J~ � n
<br />/ \\
<br />-''MAPLE ✓;T--'
<br />I SET BACK LINE _ / xA g9 _
<br />hy
<br />ss-
<br />CB TYPE I
<br />&S 'FREE DRIP-/. �,..� RIM203.G3
<br />i i�/0'-' tiNf /,.. 55 O"CONCNIF- 292.18
<br />• p '6� . �T639 ra23N .: r SS _ 18"CONC 5 IE=202.23
<br />Gl` 2 Ss
<br />KEYSTONE S5�/
<br />DRAINAGE
<br />�SWALE
<br />G�
<br />c8 TYPE r 4E" ZONING INFORMATION
<br />•\ `\ v�
<br />GO RIM= 191.53
<br />12" PVG 5,E IE= 189.40 / ¢
<br />/
<br />ZONE: -
<br />TOTAL AREA
<br />P S
<br />18322.74 SFT
<br />IMPERVIOUS AREA CALCULATIONS:
<br />-k "--��� /
<br />1 2' PVC. W rE= 189.45
<br />- G 55
<br />6' PVC N IE= 189. 10
<br />U ROT:
<br />SETBACK REQUIREMENTS:
<br />HOUSE
<br />/
<br />FRONT:
<br />20'-O"
<br />-ROOF;
<br />5130.03 SFT
<br />C I4.34
<br />��VN \• x '�
<br />L 43.7�""•..,._, _..,.I•
<br />G� 'SS
<br />�'�
<br />I.
<br />SIDE SETBACK:
<br />1 O' O" 4 05'-O"
<br />PORCH:
<br />PATHWAY:
<br />SIFT
<br />3115.53 5FT
<br />R=20.00'
<br />A= 125* 1 G'37`
<br />G� 55
<br />BUILDING AREA:
<br />DRIVEWAY:
<br />1005.255FT
<br />/ \ ¢moo
<br />PROPOSED MAIN FLOOR AREA:
<br />PROPOSED UPPER FLOOR AREA
<br />3357.09 SFT
<br />TOTAL IMPERVIOUS AREA:
<br />7271.75 SFT (40%)
<br />IF CURB INLET
<br />CONC S \ v /
<br />¢
<br />. pA A �1RIM=l91.8G
<br />1-L.r}'NYC"
<br />GTIT-1
<br />IE=1911..03 \J
<br />¢�
<br />- 10•
<br />g
<br />/.
<br />VICINITY MAP:
<br />LEGEND.
<br />SHEET INDEX
<br />Y't
<br />-•- PROPERTY LINE
<br />SHEET NO.
<br />SHEET NAME
<br />n-<#•; w w _
<br />A1,01
<br />COVER SHEET, SITE PLAN, VICINITY MAP, GOOF
<br />CONCRETE DRIVEWAY
<br />COMPLIANCE INFO
<br />2r F2 ,ntlmr Dfva
<br />D-i
<br />SURVEY BRAINING 51 STRUCTURAL DETAILS
<br />PATHWAY (PEDESTRIAN)
<br />52 STRUCTURAL DETAILS
<br />C-1
<br />COVER SHEET t 5WPFP 53 STRUCTURAL NOTE5
<br />C-2
<br />DRAINAGE PLAN 54 FOUNDATION PLAN
<br />+
<br />w-w WATER LINE
<br />C-3
<br />NOTES SS MAIN FLOOR FRAMING PLAN
<br />G
<br />5G MAIN FLOOR PLAN
<br />s - s SEWER LINE
<br />A3.01
<br />MAIN FLOOR PLAN LAYOUT 57 UPPER FLOOR FRAMING PLAN
<br />A3.02
<br />UPPER FLOOR PLAN LAYOUT SS UPPER FLOOR PLAN
<br />A3.03
<br />59 ROOF FRAMING PLAN
<br />ROOF PLAN -
<br />W-W GAS LINE
<br />A4.01
<br />BUILDING ELEVATIONS
<br />TREEINDEX:
<br />A4-02
<br />BUILDING ELEVATIONS
<br />SD -SD DRAINAGE UNE
<br />A5.01
<br />BUILDING SECTIONS
<br />#1 PINE NOTRETAINEO #7
<br />DEODORA RETAINED
<br />A5.02
<br />BUILDINGSECTIONSECTON9
<br />#2
<br />DECIDUOUS
<br />NOTRETAINED
<br />#8
<br />DEODORA
<br />-
<br />RETAINED
<br />- - - - SET BACK LINE
<br />A5.03
<br />AC.01
<br />BUILDING 5EC
<br />5TAIRCASE DETAILS
<br />AG.02
<br />STAIRCASE DETAILS
<br />#3
<br />DECIDUOUS
<br />NOTRETAINED
<br />A7.01
<br />DOOR WINDOW SCHEDULE
<br />°-• ---- - AEB RECTANGLE
<br />A9.01
<br />DETAILS
<br />#4
<br />DECIDUOUS.
<br />NOTRETAINED
<br />A9.02
<br />DETAILS
<br />#5
<br />MAPLE
<br />RETAINED
<br />® ABE RECTANGLE POINTS
<br />#6
<br />CEDAR
<br />RETAINED
<br />34 17,94 51 1 TOTAL ALLOWABLE AREA: 91 G 1,37 5FT (50%)
<br />TOTAL PROPOSED BLDG AREA: G805.03 5FT
<br />PROPOSED GARAGE: 970.08 5fr .LOT COVERAGE;
<br />PROPOSED DECK -MAIN FLR 922.24 SFT HOUSE: 435717 5FT
<br />PROPOSED DECK UPPER PLR 540, 5 1 5FT DECKS t PATIOS: 922,24 5FT
<br />BUILDING HEIGHT CLCULATION5: TOTAL: 5279.41 5FT (297.)
<br />A = I S3.92'
<br />B = 198;C7 TOTAL LOT AREA: 18322.74 5FT
<br />C = 201 .50, MAX ALLOWED: 64 i 2.95 5FT (35%)
<br />D = 19C30'
<br />AVG GRADE = (A+B+C+D)/4
<br />=0 93.92'+ 198.G7+20 i ,5Q'+ 19G.9O)
<br />= 790-93114 -
<br />= 197.74'
<br />RIDGE ELEV/ BLDG HT= 225.20 (27', 0)
<br />MAX BLDG HT. = 225.74' (28'-0)
<br />GENERAL NOTES:
<br />1, THESE ARE LIMITED SERVICE DRAWINGS (PERMIT ONLY). CON5TRUCTICN 15 NOT SUPERVISED BY THE ARCHITECT.
<br />THEARCHITECT
<br />15 NOT RESPONSIBLE FOR THE DETAILS OF CON5TPU1'TION NOR FOR ANY A5-BUILT CONDITION NOT SHOWN IN THESE
<br />DRAWINGS,
<br />2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 51TE CONDITIONS PRIOR TO BID, IF EXISTING CONDITIONS ARE
<br />DIFFERENT THAN INDICATED ON PLANS AND/ OR IF THE CONTRACTOR COMES ACROSS WORK THAT 15 CONTRARY TO THE
<br />PLANS. THE CONTRACTOR SHALL NOTIFY THE DESIGNER/ ENGINEER AND/ OR ARCHITECT OF SUCH CONDITIONS AT ONCE.
<br />THE DESIGNER SHALL, IN REASONABLE TIME, PROVIDE DIRECTION TO THE CONTRACTOR ON HOW TO PROCEED WITH
<br />CORRECTIONS IF REQUIRED.
<br />3. IT 15 THE RESPONSIBILITY OF CONTRACTOR TO PROVIDE ALL CON5TPUCTION NECESSARY FCR THE COMPLETE
<br />INSTALLATION
<br />OF ALL OPERATING SYSTEMS, MATERIAL5 AND FINISHES IN ACCORDANCE WITH MFR'S RECOMMENDATION.
<br />CONTRACTOR SHALL THROROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS.
<br />4. CONSTRUCTION SHALL BE BASED ON THE CITY APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED FLANS
<br />ARE TO REMAIN ON SITE AT ALL TIMES POP USE BY ALL INVOLVED TRADES AND INSPECTORS.
<br />6
<br />PROJECT ADDRESS:jj�W4----zC
<br />PROJECT NAME: DHAUWAL RESIDENCE
<br />PROJECT ADDRESS: 2712 TAYLOR DR EVERETT WA, 98 ���
<br />TAX ID# 00417400000500
<br />LEGAL DESCRIPTION: LOT 5, DAVID5 MARINE ACRE5, ACCO Q/T i PLAT
<br />THEREOF RECORDED IN VOLUME ! I OP ��LLQQT , F E
<br />RECORDS OF SNOHOMISH COUNTY, 11 T L
<br />PROJECT pESCRIPTiON: DESIGN 4 CONSTRUCTION OF SINGLE FAtVriL Y�yVV
<br />PROJECT TEAM: / : OWNER ARCHITECT:
<br />SARMANJIT DHAUWAL DESIGN LYRIC LLC
<br />2712 TAYLOR DR., EVERETT WA, 9524 223 d PL NE,
<br />08203 REDMOND WA 98053
<br />CONTACT: SARMANJIT DHAUWAL CONTACT: 5ANJEEV SHARMA
<br />PH: PH 20G 853 9874
<br />SARMANJITS@GMAIL.COM 5EATTLEARCHITECT0GMAL.COM
<br />CIVIL ENGINEER: STRUCTURAL ENGINEER: GEO TECH:
<br />OMEGA ENGINEERING RB ENGINEERS, INC. COBALT GEO5CIENCE5
<br />2707 WETMORE AVE, 1312 2ND 5T. KIRKLAND, KENMORE WA 98028
<br />EVERETT, WA 98201 WA 98033
<br />CONTACT:EUA5 J. CONTACT:I5AACM CONTACT PHIL HABERMAN
<br />PH:425-903-4852 P11: 425.417.G284 PH:(206)331-1097
<br />EUA5@OMEGA-ENG.COM I5AACM@ITM-A550CIATE5.COM COBALTGEC@GMAIL.COM
<br />CODES AND SPECIFICATIONS:
<br />CODfl5. SPECIFICATI N5:
<br />L�N
<br />RNATIONAL P.E51DFN RAL CODE.
<br />SHINGTON STATE ENERGY CODETIONAL DESIGN SPECIFICATIONS{NOS) FOR WOOD CONSTRUCTION.BUILDING CODE REQUIREMENTS FOR REItJFORCED CONCRETE. S
<br />ELECTRICAL, PLUMBING 4.MECHANICAL WORK: -
<br />ELECTRICAL, PLUMBING 4 MECHANICAL WORK TO BE ACCOMPU5HED UNDER A BIDDER DESIGNED
<br />INSTALLATION IN ACCORDANCE WITH 2O17 NATIONAL ELECTRIC CODE (N.F.P.A. 70), 2015 UNIFORM
<br />PLUMBING CODE AND 2015 INTERNATIONAL MECHANICAL CODE.
<br />ELECTRICAL OUTLETS AND LIGHT FIXTURES IF 51101MJ ARE. TO SHOW DESIRED LOCATION. VERIFY FINAL
<br />LOCATION WITH OWNER PRIOR TO INSTALLATION.
<br />MISCELLANEOUS:
<br />CONTRACTOR TO MEET ALL CITY OF EVERETT MUNICIPAL CODE AND COUNTY CODES AND REGULATION!
<br />ALL WORK SHALL COMPLY WITH IRC 2015, 2015 W5EC, CITY OF EVERETT MUNICIPAL CODE t
<br />REGULATIONS.
<br />2016 WA STATE ENERGY CODE;
<br />PER TABLE R303. 1. 1:
<br />MAXIMUM VERTICAL GLAZING U-VALUE: 0.24 (PER W5EC 2015 TABLE 40C.2 OPTION I D)
<br />MAXIMUM OVERHEAD GLAZING U-VALUE: 0.50
<br />MAXIMUM DOOR GLAZING U VALUE 0.20
<br />PPCP05€D INSULATION:
<br />CEILINGS WITH ATTICS: R-40
<br />VAULTED CEILINGS: R.35
<br />ABOVE GRADE WALLS; R-21 + R4
<br />BELOW GRADE INTERIOR WALLS: R-2 1 INT PLUS R-4 G
<br />BELOW GRADE EXTERIOR WALLS: R-1 O
<br />FLOORS R-38 (PER W5EC 2015 TABLE 40G.2 OPTION I B)
<br />SLAB ON GRADE R-1 O
<br />INSULATION :
<br />EXT. WALL. HEADERS R-10. DETAILS
<br />PIPING 4 DUCTING IN
<br />UNCONDITIONED SPACE R-8 (WRAPPED)
<br />ALL EXTERIOR LUMINARIES SHALL BE HIGH EFFICIENCY PER W5EC 2015 SEC 40G.2 HIGH
<br />EFFICIENCY LUMINARIES ARE DEFINED AS A UGHTING FIXTURE THAT DOES NOT CONTAIN A
<br />MEDIUM SCREW BASE -90CKFT (E24/E2G,I AND WHOSE LAMPS OR OTHER LIGHT SOURCE HAVE A
<br />MIN_ EFFICIENCY OF
<br />- GO LUMENS PER WATT FOR LAMPS OVER 40 WATTS
<br />- 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS
<br />- 40 LUMEI45 PER WATT FOR LAMPS. 15 WATTS OR LESS.
<br />PROVIDE MOTION SENSOR/ PHOTO-DAYUGHT CONTROLS FOR ALL. OUTDOOR LIGHTING.
<br />PROVIDE A PROGRAMMABLE THERMOSTAT WHICH SHALL ALLOW FOR MINMUM 5.-2
<br />PROGRAMMABLE SCHEDULE AND CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE
<br />SETBACK PERIODS PER DAY -
<br />PER IRC R302. 10. 1; ALL INSULATION MATERIAL INCLUDING FACINGS SHALL HAVE A FLAME
<br />SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
<br />PER R40G2 W5EC 2015 PROVIDE 4.5 CREDITS FOR MEDIUM DWELLING HOUSE.
<br />FOR I CREDIT:.
<br />PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402. 1. 1- I (bJ
<br />VERTICAL FENESTRATION U = 0.25 WALL R-21 PLUS R-4 ( CONTINUOUS) nPLOOR R38 BASEMENT
<br />WALL R-21 WT PLUS R-4 CI SLAB ON GRADE R-1 O PERIMETER AMC) UNDER ENTIRE SLAB BELOW
<br />GRADE SLAB R-1 O PERIMETER AND UNDER ENTIRE SLAB
<br />FOP 0.5 CREDIT:
<br />PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402. 1 .1- I (d);
<br />VERTICAL FENESTRATION U = 0.24
<br />FOR I CREDIT:: PROVIDE PRESCRIPTIVE COMPLIANCE BASED ON TABLE R406.2 - 3 (1,)
<br />9.0 H� Sit `€ heat pump
<br />FOR 0.5 CREDIT.
<br />PROVIDE PRESCRIPTIVE COMPLIANCE BASED ON. TABLE R40G.2 -. 5(a)
<br />KITCHEN SINK AND 5HOWERHEAD5 5 1.75 GPM, LAVATORY FAUCETS < 1.0 GPM
<br />FOR 1,5 CREDIT:
<br />PROVIDE PRESCRIPTIVE COMPLIANCE BASED ON TABLE R406.2 - 5(c)
<br />GAS WATER HEATER a 0.01 EF OR ELECTRIC WATER HEATER.>- 20 EF.
<br />5.CONTPACOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO,
<br />SEQUENCE 4 TEMPORARY
<br />SHORING OF ALL EXISTING 57RUCTURE5 4 VERIFICATION OF EX15TING UTILITIES B SERVICES.
<br />C. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE
<br />CONTRACTOR 15 RESPONSIBLE FOR REPAIRS, SUBJECT TO CRY AND UTILITY IN5PECTOR'5 FINAL
<br />APPROVAL.
<br />7. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT-0F:WAY AND PRIVATE DRIVEWAYS AFTER EACH
<br />WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLOCK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME.
<br />5.,CONTRACTOR SHALL WORK ACCORDING TO CNY5 ALLOWED SCHEDULES ONLY,
<br />9, WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.
<br />10. DESIGNER'S PESPON51BILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR
<br />COMMENCEMENT OF CONSTRUCTION AND 15 LIMITED TO DRAFTING AND/ OR RE -DRAFTING OF
<br />WORKING DRAWINGS IN REGARDS TO ERRORS AND/ OR OMISSIONS. CONTENT OF WORKING
<br />DRAWINGS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION BY CONTRACTOR.
<br />1 1. CONTRACTOR TO MAKE SURE THAT ME! FOLLOWS BUILDING HEIGHT 4 FLOOR LEVELS MENTIONED
<br />TO BE VERIFIED BY SURVEYOR AT ALL STAGES, TO ENSURE THAT THE BUILDING STAYS IN ALLOWED
<br />HEIGHT -
<br />DESIGN LYRIC
<br />9824 223RD PL NE
<br />REDMOND WA 98053
<br />PH; 206-853-9874
<br />REVISIONS:
<br />Qs/oz/zo - coMMswrs FlNM om
<br />Q11/11/20 - COMM€ITS Mo. bm
<br />Q1/14/21 - COIAl1ENlS FliOM Cm
<br />APPROVALS:
<br />DESIGNED
<br />ss
<br />DRAWN
<br />IRS
<br />CHECKED
<br />$S
<br />DATE 6-Ot'-2020
<br />SCALE AS NOTED
<br />SEAL:
<br />PROJECT ADDRESS:
<br />2712 Taylor Drive
<br />EVERETT, WA 98203
<br />APN: 00417400000500
<br />PROJECT CLIENT:
<br />SARAMANJIT DHALIWAL,
<br />PROJECT:
<br />DHALIWAL RESIDENCE
<br />SHEET TITLE: SITE PLAN
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<br />PR#:05092019
<br />A1,01
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