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„. Permit#: B1907-008
<br /> Site Address: 2216 CHESTNUT
<br /> P'l9R Owner: LAIGO JASON R&LINDSAY F
<br /> Tenant: [TenName]
<br /> App_Date: 7/9/2019
<br /> Proposed Use: SFR DETACHED
<br /> Description: ADD SECOND STORY
<br /> Reviewed By: Date:—VW
<br /> V.Office Set lob Site Set Fire/Planning Set
<br /> IF BUILDING IS NOT POSITIONED AS
<br /> INDICATED ON APPROVED SITE PLAN,
<br /> GRADING AND DRAINAGE,. A NEW SITE PLAN SHALL BE SUBMIT-
<br /> TED. NO FURTHER INSPECTIONS WILL
<br /> I. Provisions shell be made for the cone of and drainage of surface BE MADE ON THIS PROJECT UNTIz.THE PROPERTY O W\ E J A S 0\ �c L I \ D S A Y L A G 0 Q
<br /> P
<br /> water around buildings by: gutters, drain lines, inlets and catch REVISED SITE PLAN HAS BEEN AOY• APPROVED
<br /> basins or other necessary drainage structures and shall be installed VD BY THE BUILDINGIPUBLIC WORKS PLANNING&COMMUNITY
<br /> where storm water disposal cannot be obtained without their use or PHONE: ( 206 ) 3 5 3 — 9 6 6 9 ( LI \ D S A Y)
<br /> DEVELQPMEN DEP �
<br /> where erosion cannot be prevented by finish grading and planting. E V A L: i n d s a yl a i c o @c 'n a i I . C O I'Y1 BY Pa
<br /> Dry wells shall not be installed in areas where the soil is not well IF BUILDING IS NOT POSITIONED AS '�
<br /> drained and/or porous. INDICATED ON APPROVED SITE PLAN. DATE
<br /> A NEW SITE PLAN SHALL BE SUBMIT-
<br /> TED. NO FURTHER INSPECTIONS WELL CON 7-ACTOR: V ALLOY CON 1- ACTIN. G L L C a : `-�- t su VV �� �f Z
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<br /> Cl G �7?� e7 ~
<br /> 2. Grading shall b., provided to insure: BE MADE ON THIS PROJECT UN'I'I><,1HE .��� (_
<br /> REVISED SITE PLAN HAS BEEN APP OV- 9 7 3 5 W A L L N G F 0 R D AVE S E A T T L E WA 98103 ,�c %� �� �"/(a) Diversion of water away from buildings. , , 0
<br /> (b) Prevention of standing water and soil saturation detrimental ED BY THE BUILDINGIPiJBLIC WORKS p � �( ff' � � F.)
<br /> to structures and lot use. D1r}'T S' 1)” C0\ TACT: R CHARD V ALL0RY PROPANE TANKS, HEAT PUMPS AND 44'I/!� rY) /hSiO
<br /> (c) That natural drainage channels or basins are not blocked or u . 5 �o� OTHER EQUIPMENT OR APPURTENANCES avki-
<br /> PHONE: ( 206 ) �78 — 5001 MAY NOT BE LOCATED IN THE FRONT �u l s �" W
<br /> filled. It is owners responsibility to establish Ma; all I AND SIDE PROPANE TANKS t Q
<br /> REQUIRE ADDITIONAL SETBACKS. PERMITS ISSUED �, e Gi vt�'y�
<br /> d) Pro�ririons for the disposal of water from a lQt, property lines, E V A I L: r @'Yl a I I o r yc O n t r a C t I n c . C O n'1 BY THE EVERETT FIRE DEPARTMENT yVI red `��`�` ❑z
<br /> le).Prate ti;, P d ;-i ¢ property. /� tit
<br /> PRIOR TO INSTALLATION. b_pse �4 -('0Yl `" cbst-- Vvo
<br /> 12'-3"
<br /> e 0 rea-k- .
<br /> EXISTING ❑. a •
<br /> SITE ADDRESS: 2216 CHESTNUT ST edesigned 0 Irv. vase S!�-�' �us�
<br /> " •-`----- SHED _ N — Roof trusses to b
<br /> „ ' c 100 S.F. 0I " • " I
<br /> E V E R E T T W A 98201
<br /> and drawing prepared by bt ,� t p��' C�
<br /> 43 5 13'-4" 45'-3" 4-1 15-11
<br /> ' --�c a en State seer.licensed structural play ✓I')
<br /> \ \ PARCEL : 00443346502400 g
<br /> • \ o\ r " tStjS'
<br /> 1 • C
<br /> `` PORCHPO LEGAL D E S C R I P T I O N : F A L C 0\ E R S ADD D V A A Benchmark Is Required On Site Additional Permits Are Required
<br /> 0 I SEWER LINE EXIs¶Nc 66 S.F. I 1— To Verify ADorovy Building Height For This Project To Include:
<br /> • EXISTING SINGLE FAMILY 1T @11"
<br /> IN `�) 3 L < 465 D - 0 0 - B L'< 465 LOTS 2 4 & 25 (� Plumbing ❑ sprinkler n
<br /> / `O DECK RESIDENCE 2R gg F2 I CONCRETE-ENCASED ELECTRODE
<br /> SEWN LINE - 6"PEE o 213 S.F. —I 1,483 S.F. UP " Mechanical 0 Fire Alarm
<br /> EL < , N EXISTING " SCOPE OF WO R SEC 0\ D STORY A D D : TI 0\ , (l1FER GROUND) REQUIRED ,
<br /> o= ELEC. �, WALKWAY I�, Z PER NEC 250.50 Electrical
<br /> W o --❑ ❑ i c METER 1 48 S.F. •v I— (INSPECTED AT FOOTINGS) --
<br /> u� _ _ q I--
<br /> 17-j777
<br /> M \ TER OR REVODEL 8c GARAGE EXTE\ SI0\ W�- — — \ r _ �_<_ \ I--I
<br /> LJ
<br /> Q \ ;� ///�� // , WATER LINE "PIPE — - = Z 0\ \ G . R 2 P A I \ G C A L C U L A T 0\ SGARAGE ADDl110N /� INRII ADDI110N — i_ _ _REDUCED DRIVEWAY / 214 S.F. (102 S.F. U , OF SPACES REQUIRED : 2 '�
<br /> o 328 S.F. o t /. /2 ry/
<br /> — # F—
<br /> (CONSTRUC110N • ;� SET3AC < S: FRONT 20 #ACCESS llc STAGING �� " (�{ OF SPACES PROVIDED . 2W\ / REAR - 20 i
<br /> ., i, 32-9 L . \ (
<br /> 0
<br /> 1 SIDE — 5'
<br /> '_ » 12'-9"-I 24'-0" 15'-3" 7'-8" 22'-4" c a 20'-0" SETBACK H El G - T CALCULATION S
<br /> 20 0 SETBACK
<br /> —O— • — — • "'� • —" ' —� — •
<br /> ' — ' •— — •' — ' VAX . LOT COVERAGE : 40% FLAT SITE @ 73' ABOVE SEA LEVEL
<br /> 1 �© � EXISTING ROOF PEA < HEIGHT: 12' - 2" cD
<br /> VAX . BUILD NG HEIGHT: 28'
<br /> ROOF PEA < HEIGHT: 27' - 9 " Q �'
<br /> )1' Pelee --/Z, Bak, 9 eAav17'A St,arU 1--- c2
<br /> ODOSED SITE DLA \
<br /> BY BUILDING ( EXISTING) QUANTIFIED SURFACE AREAS ( EXISTING)LOT COVERAGE z cn
<br /> SCALE: 1 " = 10'-0" GROSS SITE: - SQ. FT. ( 0. 14 ACRE) up, 000s- GROSS SITE: 6 , 098 SQ. FT. ( 0. 14 ACRE) =i
<br /> EXISTING RESIDENCE: 1 , 483 SQ. FT. EXISTING BUILDING: 1 , 862 SQ. FT. LIJ
<br /> z Ui
<br /> EXISTING PORCH : 66 SQ. FT. EXISTING WALKWAY: 48 SQ. FT. o o N
<br /> EXISTING DECK : 213 SQ. FT. EXISTING DRIVEWAY: 478 SQ. FT. Q N ICI
<br /> EXISTING SHED : 100 SQ. FT. GROSS IMPERVIOUS: 2, 388 SQ. FT. W
<br /> 12'-3" GROSS BUILDING: 1 , 862 SQ. FT. % OF SITE: 39 % 0
<br /> EXISING ❑,
<br /> 1
<br /> up • SHED i; — - - . -
<br /> 43' S" 4'-4" 9'-0" ,00S.F. 45.-3" ,4'-1" 15'-11" LOT COVERAGE BY BUILD NG ( PROPOSED ) QUANTIFIED SURFACE AREAS ( PROPOSED )
<br /> 1 \ ( 0. 14 GROSS S TE. 6 , 098 SQ. FT. ( 0. 14 ACRE) GROSS SITE. 6 , 098 SQ. FT. ACRE)
<br /> T I EXISTING
<br /> i RESIDENCE:DE\ CE: 1 483 SQ. FT. EX ST \ G BUILDING: 2, 178 SQ. FT. I`
<br /> �'--, PORCH EXIST N G ESz 3 0
<br /> ❑ I " 1 1- WAL< WAY: 48 S . FT. LD► LSE " EXISTNG ses.F, N EX ST \ G PORCH : 66 SQ. FT. EX STING Q v, co col
<br /> EXISTING SINGLE FAMILY 1T011 EXISTING DEC < : 213 SQ. FT. REDUCED DRIVEWAY: 328 SQ. FT. (4 J
<br /> / - o� — DECK RESIDENCE 2R @B" Q Q Ln
<br /> ,Z / SEWER LINE 6"PIPE 213 S.F. 1,483 S.F. XISTING D PROPOSED \ FILL: 102 S Q. F T. GROSS IMPERVIOUS: 2, 554 S Q. F T. S )
<br /> < i UP WALKWAY
<br /> w o
<br /> p ❑ 1 ELEC. --'k—'k
<br /> . i
<br /> Z PROPOSED GARAGE: 214 SQ. FT. % OF SITE: 42% LU Q Q
<br /> J in �0 ❑ sz \ 0 METER d - — _ — s.F. (~/) EXISTING SHED : 100 S Q. F T. �-' �`- 00 0 ,
<br /> Q I \ + WATERUNE - i"PIPE — _ — — w _ >> = = o
<br /> . i I GROSS BU LDI \ G: 2, 178 SQ. FT. S EET INDEX 0 i o z �,
<br /> 36 % (D z
<br /> DRIVEWAYDR N i l_�� OF% SITE: AO SITE PLAN
<br /> 478 S.F. I Al DEMOLITION & PROPOSED VAIN FLOOR z J
<br /> \
<br /> I Lf-9- \ A2 PROPOSED UPPER FLOOR 8c ROOF 3
<br /> X . L . — .
<br /> -R A3 EXISTING EXTERIOR ELEVATIONS
<br /> 0
<br /> 20'-0" SETBACK 27'-9" ^ 24'-3" 7'-8" 22'-4" 20'-0" SETBA K
<br /> /
<br /> A4 PROPOSED EXTERIOR ELEVATIONS
<br /> Q
<br /> l -d A5 EXISTING SECTION & ROOF PLAN • DATE :
<br /> A6 PROPOSED SECTION BCCITFEE/ERETT 7 / 5 / 2019
<br /> REVIEWED FOR PERMIT .
<br /> (- � SiSTRUCTURAL EX STING . SITE LA \ GENERAL NOTES SCALE :
<br /> STRUCTURAL TYPICAL DETAILS
<br /> S2 1 " - 10 ' - : "
<br /> i il SCALE: 1 " = 10 —0 S3 FOU \ DAY ON PLAN & DETAILS
<br /> S3A MAIN FLOOR FRAMING & DETAILS SHEET :
<br /> S4 UPPER FLOOR FRAV \ G PLAN
<br /> S4. 1 UPPER FLOOR DETAILS A 0
<br /> NORTH S5 ROOF FRAMING PLAN
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