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DNS FOR REFERENCE BLD20080156 (2)REVISION DATE MARK Legal Description (per SCA) Parcel No. 00614300001604 RTS O: 04 27 19 SE Address: 21010 176th Ave. W. Edm Legal' WILLOWDALE GARDENS DIV 1 DLK 000 D-04 -• S 50 FT OF N 176 PT OF LOT 16 onds,WA 98020 General Planning Dept. Info. Zoning Critical Areas ## : Original construction date (-f'1•-) Existing Use: Proposed Use: Building size (gross) (no change in size) Proposed Building size (gross) (no change in size) Parking stalls (existing) Parking stalls office (req`d. ) j Parking stalls proposed BN CRA 1998 0205 BLD 1987 0284 Office. Sin le dwellin unit w/ garage first floor: than a garage to o cep Second floor: change residence to offi - 1 st: 2000 asf (724 garage, 1276 offlc 2nd: 787 asf office 1279 asf dwelling unit 'I st: 2000 asf office �2nd: 2066 office Seven (five exterior, two interior) business on -site customers. � 787f400 = 2 stalls --business no on --site customers - 3279sf i800 = 4.09 = 4 stalls 1 even —� Impervious Surfaces Original system approval (BLD 1987-0284) 4985 Lot size 6750 Allowable system design: 5000 Total building roof �2357� 3 vas 1C?- (includes overhangs) Total parking area (includes curb cut and landscape new curbing) 2985 Total impermeable �><t�'li1-icy ev Site �z Vicinity Map Fort c�= e1zM�T'?�2bpS 015 6 d Ply � �sc�SnnY P�AR+}!aE �aTa o�'�fcEe 5 ),A/ ^�cmr—P.f�� w1�'— N go 7 co Lr r_Ar� iv 0Y-ggg* 7D tA?VW0MCOOPA. "� Ulf 0 lT, P, o n�sfrr1� (k2Mw . garbage and recycle enclosure location Remove portions of existing paver landing in proposed accessbile path. Patch to ..latch adjacent asphalt surface. Contractor to ensure CD c C. v 0 existing 1 x6 vert. 6'-0" solid cedar fence property line .^..,.•...•.• .• •.•.•.•.•.•.• .•.^.•.•.•. • . . • . . . . . • . . . . . . . . . • . , .•. . .. . .............. .... ..... . ..... .. CV . . • • . C) . . • . • • . e • . . . • • • a • L•.1 ....•�. • •.L _ —R.- L•..t —•— L i•J .- .- L .A • a a • . . . • • . . • . • • . • . • • • . • , • • • • f 1 4� • . . . • • , . . • . • . . . • . • ` . . . . . . • . . . . 0 • ..... _ .• •:•:encio'edyard:'�•�, ,•.•.•.•.•:.,.• •.•.•.•.•.•.• . remove roof structure and ■. .. 1 . • , •e-• .,. :,.•.,.. and garden ..,., t............. .•. � r � . .. eck below (no structures . .. . - • • ' ' • • .. -- — . 598sf ., �,.,.,. .,. . . . or roofs in 1 5' rear setback} :. ::: ; : ; :.:::. Permeable176 sf .. ; • { . ... ..• :# .,.,. .. ::: n (garage first floor) Area of w r � ' k ......«- .. h w.. wr w yw _. �. ... ....w �r�rw r. w r w � A A A A, A A A Ag h A h h h h A A h A A A A A A smooth transition between f�r�� A. AAA1 surfaces -no exposed edges, r�r� FAAAAA t � h � h proposed amessible route and stall. f�f�f�• �Ahh.A' IN (see first floor plan for details). r rrr . J% Ali r r A % A A A r A A A I.rrr A A AA A A 1 N. Ji, A 3.00' A A A rrr AAA, %A A A A A A � -ti A h Intern'l. Symbol of Accessibility Sign f�• f�;� �A�AhA on 4x4 PT post. Set I to 24"x 6"o r�r�r� oQ 2 'h % e. A 8ottom�sign 6" 6' r�r�r� existing asphalt parking lot nh% AA conc. hale. �� AAA rrr A A A a e parking surface. r�r�r''. A A A A A A 2 frr slope A. A A h A h A h h r r r - A A .S ti p A & A f r r _� •ti A A A r r f Mi # A A A A A BN rrr 1 ti f f. A h A r�r�r� ( r A A A A ` A A A A A A h A 2001��i JL JL h4" traffic grade white paintrco . A Ah ti ti rn A A A stripes throughout A A A A A A + A h A r�r�r �! .•. A A 1 A A A r r r .�lr h A A \ i .F.d! rrr C 1.A A � A A A •ti •► � J. A I. pi existing extruded conc. rrr~ram W 5 i V .L h A _* A A A rNr% % (�/ nAAAh1 curb to remain. N l A A A r r r r•tirkr� A h A new extruded 6" cone. o 1.00 A A l 1 -� A A A curb lwheelstop rrr I.F,. AA AAhhrri •r+ AAAr,AA fill h h x 14'-6" (typ) 1 25'-4" A A h A A �0.ti� �.�.� VAe, t % j 245 sf landscaping r� ' - # r r r � 3-1/2' pyramadalis r%r%tk a? 06 �'��vo 7 new conc. curb, ` '�� ! ( O fAAAAAA r�r�r� 1S A A goo (D h h h r up,; r r y e r r r r e e e r > A A A 0-%SIN%%N%tip o 0.aa' hAAA• r rrr . r r r r r✓ exist g. conc. curb to remain r r r r �� 4 L y R 9 A A .L � o A A A A go r �" r� rrr rrr` %� .�. h �r a4 sf landscapinggo 1 �q 1.i!! A h A A r r r r— r r O r r r �. A A. A (vinca minor) J r r CL'r�r r�r�ryer '`r�rN r Q AA�A�A� 0.��N N% .�-.ti o AAAA A A (+1) 19'_21! 231.91' -- 0 tn -o �� existing curb cut o lsalg� 76th Ave. w Gt� idol . 'TO C1l� �.�. z4° Site and Landscaping Plan ' " Scale. � 10 fit Landscaping Legend :. acer cincimafumlvine maple 0 comus florirla spplflowering dogwood existing (+f-) 22' existing AAA~Ah., vinca rrrinarldwarf periwinkle pots 24" o.c. staggered rows (groundcover) pramada#is 6 ft (north side) 3-1/2' (south side) Landscaping Requirements (1 e required 17.5 sf x 7 stalls =122.5 sf provided 710 sf 6'-0" pyrmadalis at 30" o.c. RM 1.5 existing extruded conc. curb to remain. 311 sf landscaping new extruded 6" conc, curb remove 6" conc. curb in new planting area. ground cover (vinca minor) existing extruded conc. curb to remain. "I;othing in this permit approaa� proem shall be interpreted as alloying or permitting the maintenance of any cu i-rently existing illegal, nonconforming or urn avrnu �;d building, structure or site condition whi ;l is nutside. the scope of the wermit application, rega�,iess of Vhether such ilding, structure or condition is shown on the site Ian or drawing. Such building, structure or con :(ion may be the subject of a separate enforcement action," APPHOVEU AS NOTED r E l 1 �014416 27471N, i �as29 cARE CENT E 1 ; 10©I17 '4 am-sfiE 21109 °y � 10-15 1/ 21008 t .9-52 € 21009 - c'1121 21014 ,v 21021 c'101 S '21023 0lo-io 210 21113 ?1031 2111 F53 10 -t16 Arbor L o4e 7631 21117 2110 9 NZ 7609 � � _ 21121 -5- 9 - - - 23-08. 13 377 Connacibr.. `to Row13-37b _ _t7i?5-_ 33-8-0-57 Poe t ry ar N Detention System Connection to City CB no scale r%epaent ''` � BY PLNNING 6IlzI0�' 111111 Zone Corner Fla Setbnks R2gifired Actual., Front ZO > 2,0 Sides S 4 d Rear W 1 S 4t> M [S Other # R .� em -� t -TY OWNER/CONTRACTOR IS RESPONSIBLE Height -- 2 <Z!�_,o FOR EROSION CONTROL AND DAMAGE B9 3f21 f08 bidg-idept comment 3121108 bldg.dept 2 comment 4/30108 bldg.dept 22 comment 6101108 prop. ownr change PRIZE! UEPHEN C, WAITE LSTATE OF WASHINGTON Stephen Waite, AIA ' 1t Edmonds,l#V'A 98020 phone (425) 774.5533 waitearch@comcast.net Tenant Improvement and Landscape Plan PROJECT LOCATION: 21010 76th Ave. W. Edmonds, WA 98020 0 2008 Stephen C. Waite, AIA. PRINT SET: PERMIT RE -SUBMITTAL This document has been prepared for Permit Application and is subject to review and modi€€ica tions by govemmental agencies. Information contained herein does not warranty or guarantee any prior field construction.Measurements are for permit purposes and not for leasing or sales use. I DATE: 02/15l08 010M8 03121/08 SHEET NUMBER: I property line one -hour wail at property line one -hour wall at property line Y .r CL M m % A �3 as° o (a m m 00 rn �,,, ..� a. ro Cl) ' m ...x �_ a2 m i vg rr, - III Z v C) as W a �4 [A U1 W W 'i m3 a r � o CD -� OD 0,�,a-� y 0) CO rn w a I ]'} m �@ :; �s o (ai CD En < ;U ? CD CD m�'p�'3 Se 0 0-0 CD (D 2) C)WC.)0-00 CD 0 cn 0 m C.) ch CD ; i3) 0 0 x oa �. CD CD CD 3 (n to � © C.) CD CD 25' CD 127 !� 5.5 0 ,r. CD CO property line N � tD ZY3 m ## x. CO ) V /mow CD 0 C. property line one -hour wall at property line wC,arn u, he -Z� td7 ro �__4 V . �}t /� CO ly7 T 4 ��\)• M � [J1 N C7 g C) CL o � .gyp. CD CD Cl 3 .-« Cl CD --4 r-. Ca'i h Q3 o. r" CL one -hour wall at property line V_000� CD W � �CDQ amp i(yw�a• CD g ��+ yr rw. wt+ CD M. 0 W CD m CD ' s >M C' > > > > > > > > > > > CD 2�U) in Wv 0 0r-n� -� ► 4�b 4:6 w w 0 w w caa w w W w CA) w w so --� W W f�J W W W N � N fV N N N F) A7 tV iV f\l R3 ❑ C) o t7 C) 0 4 0 ..a ....R ..�. ...L � ...a ..a► ..a► ..a. ...>t, j ...a aC) OAM m © a;v as o o a o 6 Z3 a c� c� � c� o v o o > � co coo co co 00 as oo OD CO OD co W OD 00 OD co OD OD oo co Cn rn -�� 000 ncr Orr 0O+ 0tT 0cr C'1cr Orr 0cr 0cr 0U 00s 0cr 0Cr 0 0 0cr n C7 r"P"I C� -- 0 -- 0 -.- 0 .... 0 0 0 -,... 0 ... 0 0 _.._ 0 0 a 0� 0 0- 0- 0 ..,-. � L3 0 C!" 0 L7' © 3 3 co 3 ca 3 ca 3 ra 3 csa 3 ca 3 ca 3 cn 3 ca 3 ao 3 ca 3 0 3 co 3 cp 3 cc 3 c 3 cCL a 3 ca 3 [a 3in. 34 3a. 3a 3i= 34 3b. 34 3ii -3 in. 3bL 34 34 3Cz 34 3cap. 3cL � CD CD CD M CD M CD CD CD N CD CD CD CD CD CD CD CD CD CD CD 0 CD CD CD M CD M CD CD CD m CD CD CD CD 0 CD CD CD 0-0 =�c 070 =-�i 0- 3- =- 0-0 3'0 0-!2 0-to �-0 0-ra 3-0 =-0 =-0 0m 0T =-5 0"a � r-r• r+• r-h ram• r. * 1-* r.11. .-►+ r-* r * r-* w* r-• r-F rf. r f* r-+ r-µ r•+ r+ r-+. r* r•+• r--r r+ s-4. r+ I -•a r+ r-r " r-* r-. ,..r. r"�+ r-r e--* r+ r-a INTERIOR PARTITIONS IBC 2006 Table 720.1(2) Rated Fire Resistance Periods for Various walls and Partit'ons Item Minimum finished Material Number Construction thickness face-to-face 14.Wood 2"X4" wood studs 24 " on center with 5/8" Type X sum YP gypsum 4-hour 3-h©u 2-hour 1-hour studs --interior 14-1.3 wallboards appliedvertically or horizontally nailed with 6d partition with cooler arts or wallboard nails at T' on center with end joints gypsum on nailing members. Stagger joints each side. wallboard _ _ _ 4-3/4 each side r REVISION DATE BY proposed fixture : 24" x 48" surface MARK l� 1 ��mount lensed fluorescent bldg.dept second floor 3/21/0 lamps: (2) T-8 32 w ea. fixture 9 $ comment 8x64w-=512w. LPA = 1.Owfsf = 724 watts. OK 1 3f21 /08 bldgadept existing exterior parking lot flood comment exist'g. band & joist 2 3/21/08 bldg.dept comment exist'g, header �� ` � - f _ �. Office � bldg.dept new 2x4 4" o.c. partiti n 544 sf B19a 4136108 new rigid 9nsul tct fit b20a 5/8" gwb ea. side ��, comment new 5/8" type'3` i 2x4 pt sale plate Idld/ a.1773 x 3' A 4/30/O bldg.dept ` Ramset at 16"tic B20a 8 comment new 2x to late on new work. . P p top plate (2) 16 peril. into a ch jois . B9a ' 4/30/08 bidg,dept new 2x6 studs 16 o.c. i comment new office space new cdr. bevel siding to lj •t match exist'g. on new R,-2'1 batts wf, Gc�v�.�•i.�,- � 30# asph. paper on VS to fill new � �-- parking lot � w 1/2 osb 4 cdr. bvl. siding throughout B19a new 2x sill cavities. , n w 2 PT sole plat Electrical Plan ' ' ' Scale: 1 /8" _ 'I'-0" .'� 773 X3 Ra f7i5et at 1 6" fl« exist. Con(;. ,�.=„�� no -be rin wa �' s.o.g. outside inside service meters ' � � "Grace" elastvmeric bond � � � �� ,, Y 18 ga. base fish' t break sheet to 6" Ort �-- 0 Q `� above/below s.o.g.(prep (2) 1/4" beads "Sika-flex 1a %er manuf. under new wall install er / / 0 0 0 Q 0 0 0 ❑❑ 0 slope 1 /4" / ft. } I - - - - - - p ( p .,.�, L � E v ❑ 0 t i' 18ga. protection flash'g. manuf),C Sikaflex 1 a over - �� ll �.� Ail ❑ ❑ ❑ ❑ existin uninsulated 12` ara a door "stirs uninsulated 9' ara a door 4 1 onc. slab 9 9 9 9 9 9 © l I backer rod � AL�• 0 0 0 t_------- exist'g. asphalt PAA�CA E34 rC"% Sill at New Work rA-A Wall Section at New work 3 tt t-� Scale: 3/4"=1-0" Scale: 3�4=�Existln East Elevation TD Scale: 1/4" _ 1 r_Or+ �� MI 50_0,r cut back added roof to eAstin eave linel on lnai overbuild, r� • 9 9 install barge board to match existing. add cor--a-vent continuous ridge vent fill gable end 2x4 16" o.c. 1/2 osb 15 #asph papelrwith cement board siding. add 12"x16" gable vent existing 6-0"sliding glass door 718 REGISTERED IF CHRCT 4' 10"x4' 10" 3' 10"x4' 10" 72"x80„ 3' 1 0 41 1 Qr+ 23.4 sf 18.5 sf 40 sf 14.7 sf -- --________------ - - - EN C. WAS ...._ _ - - '• ; , .• , -,i-s -ii ,• •,TOF ,1 • •• • •• -a, • , 1}- a 1, 1• al. .. .• • - WASHINGTON lr • I• •• •1 • ,• 1• a• , ,rl••M , „ •a ,r • .• I .r 11 1• • • • •• r• • . ,• ,• •• • ,, 1• •• •• raj••• •,• , 1! •• • a• •• •• •• ,• ,r „ .• • •• ,, •. , •• I a a Is � r•_-__-!—....- -� :•-1-4'-�;•: ; •:��:;i�!•:i :.lt; - ': r-ate- .: 4•i-, -. _'••-_r_. ti . .\•. _ r -- -------------- -------------- -�- -:- - + -- -- -- - - ' - `.•' :+ • -- t-------- - - - --- --------- --- -- - - - - - -- , s u Eel t or a ternate esign, odification, 1 _ a ane r other administrative deviation n "variance"') from ado ed codes i oi policies must be specifically 14.7 sf u s 1 writing and be calla out and ❑ ❑ 'lurwilti ro,essing fees for such req liest shall be stab he y Council and shall be paid upon 3110"110" 3'1 Q+''1 oil�3 14.7 sf 14.7 sf 1 •, 1 `. architects 223 sf71 sum a anare non-refundable. S proms 1 of any plat or plan containing - �� "� a !r Iernbor ©t on hi h do not comply with city code and 36x$O: ' '- - The American lrrstitute of Architects 20 sf ante has not been specifically identified, requested and consider d by the - '----- ' . - re owe entire deck structure and stairs i Proposed East Elevation appropriate city official in accordan e with the --,� Existing East Elevation 89 Stephen Waite, AIA Scale: 1/4" - 1'-0" appropriate provision of city code or st to law does Scale: 1/4" =1'-0" not approve any items not to code speci cation. Edmonds, WA 98020 phone (425) 774 .5533 waitearch@comcast.net Jim A PR D Y PL N 1NG UNPROTECTED OPENINGS: Q r 6 East Elevation unprotected openings =197.7 sf �.� Z Wall area. 17 x50 = 850 sf = 23.3 la WALL: A=0 Table 704.8 LO�i t: - >15' to 20' = 25% Footnote # i = UNLIMITED BILABO PARKING SPACES RE 'D Fables 601 and 602 Type V-B "0" fire resistive rating) Tenant Improvement and 1607,7.'1 Handrails and guards. Handrail assemblies and .• - P guards shall be designed to resist a load of 50 pif (0.73 -i. - Landscape Plan kNtm aplied in any direction at the top and to transfer this � PARKING SPACES � PflSED C(�NSTRUCT�a�E- :- �. P load through the supports to the structure. Glass handrail sliding glass door OCCUPANCY GROUP �� .� ��C � assemblies and guards shall also comply with Section 2407. BARRIER FREE PARK SIG SPACES """ IBC WAS UPC �� PROJECT LOCATION: 1607.7.1.1 Concentrated load. Handrail assemblies OCCUPANT GOAD � � � 9;� 1 21010 76th Ave. W. and guards shall be able to resist a single concentrated tap of rail , „"'—,.. Edmonds, WA 98020 applied in an direction at �� ..� �� `��`� ��S load of 200 pounds (0.89 M), PP Y any point along the top, and have attachment devices and 006supporting structure to transfer this loading to appropriate • 0� �on �� r�►f�� nts structural elements of the building. This load need not Obtain Electrical Permit � won �� Sl�l3 206 EdWon WS13C WAC S -I 1 be assumed to act concurrently vAth the loads specified "Avcnn" State Labor & Industries cl I Y COPY � in the preceding paragraph. premanufactured ,�,� •16D7.7.'1.2 Components. Intermediate rails (all those--��:...CITY L�µr4.�--. yM:+T-`^r alumnlnum guardrail. { F r_ , r.• exce t the handrail} balusters and anal fillers shall be +, DI'I , G 10jE`",' RENT General Notes C ZOOS Stephen C. Waite, AIA. PI P 1 10,110 Install per manuf. designed to withstand a horizontally applied normal load of 50 pounds (0-22 M) on an area equal to 1 square foot instructions. (0.093m2), including openings and space between rails. Reactions due to this loading are not required to be superimposed with those of Section 1607.7.1 or 1607.7.1.1. threshol E Guardrail at 2nd Floor ��-�, OF EDCi IDS ,B9a� Scale: 1/211 _ 11_011 u1 N D 9Tl : E 3' 101Px3' 10" 14.7 1sf WQRK ADDRE Sr • ► )Contractor, owner and/or tenant shall verify all dimensions, elevations and conditions pertaining to the PRINT SET. work at the site before proceeding with the work, and shall report an discrepancies in writing to the PERMIT PPRGV OWNER• •- • P g A Y P 9 architect.FIU DEIZ RE -SUBMITTAL TMENT APPROVED DATE � 2)All work shall conform to all state, federal, city and/or county of jurisdiction codes, regulations, and ordinances, and be done to the highest standards of craftsmanship by journeymen in their respective This document has been prepared for Permit BIB OFFICIAL trades. Application and is subject to review and modifica • 3)Contractor shall maintain the job clear of trash and debris. Ail waste material shall be removed from Lions by governmental agencies. Information PERMIT NUMBER site prior to substantial completion and prior to final acceptance. contained herein does not warranty or guarantee act prior field construction. are for 4)These documents do not inducts the necessary components for construction safety. Safety, care of y P ` adjacent properties during construction, and compliance with all regulations regarding safety shall be permit purposes and not for teasing or sags use. —/ the contractors responsibility. ,� %,.�� 5)Contractor shall carry insurance such as, but not limited to, all risk' insurance and other coverage as DATE: 02/15/08 05/21/08 deemed necessary by the owner. 03/2,1 /D8 -w 6) No specifications book or project manual is associated with this work. f . �j 7)Contractor shall at the completion of this work, provide the owner with "record drawings" indicating WORK ��;�. L� deviations from the plan. SHEET NUMBER: DRESS �-1 �" 8) The Architect assumes no responsibility for the physical characteristics of the soil or the accuracy of O R9SUB engineering services supplied b others. OWNER _ 9 9 PP y 9) Do not scale drawings. Contractor or his sub -contractors shalt report any discrepancies, or requests APPROVED DATE Partition Description JUN a 6 2008 for clarifications, in writing to the architect. -. :, ., P .�-- �(, 10) All electrical work shall conform to the National Electrical Code, latest edition. Contract r and or 3 of BLDG. OFFICIAL ti _ r �, Scale: _ _4 ��•!* tvc �tv�' tenant shall apply for permit from the agency having jurisdiction over electrical work. __. , OF for ;Y �7■ a ){{� L7 40 5ffool�&)l U J U N 27 2008 REVISION MARK DATE m �_ _- -_ -9.-F = Q• a a " g and atIdi g d or I `I n � � 1 TgVV V- I - 1 1 11 ... ❑ ❑ 36'"x80"' = 20 sf openable. U. co 46 "x58" slider I . . . , , . . . . . • . . . . , . . . . , . . r a �J.LV s' openable. . . . . • . . . . . r . . . . . . . . . . . . . . . . • • • . + r . . . • . r . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . , . . . . , . . • . . . . . . . . . . • • . . . . . . . . . . • • . . . • t . R . . . . . . . . . I • 1 • . . . . . . I . . a . , t . r . . . • . . . , r . . a . . I . I. • . . . . . . • • , • . w . • • . . . . . , . . . . a . a . I . . . • . . . . . . . • • , • • . . • a . . • • • I. • • • • • • • • • • • • • • • • I. , . • I . . . .T D 4 41 . . . . . . . . . . . r . . . . . . a . . . { . . r . . • 1 . . . . . . . , . . . . • . R • ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . e • .;ry . . . . . . • . . . . . . . a . . • • . . . . . . V. . . . . . . . . • . . . . . . . . {{f�� . . • :-i .- . . . . . -• • - • -. I • I • . . . . . . . I. • . ' . . : • ,^IT - . . .` , ' . • ,`. ' . a • • . .`: . . ' . . . • ' w • . -. .I . . . . . I - - - . . . . . . . . . • . . . . . . , . r . . . . . . . . . . . ! . . • , . . , . . . . . . , ♦ • . . . . . . . . . . . . . . . . . . . . . . . ! • a / . . . . . . . . . . . . , . w . • . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . , . . . . . . . . . . . . • . . . . . . . 1 . I . . . . • • • . . . . . . - I. I. .',•I• . . . • . . . . . . . . . • • • . . • • . I • • . • . . . . . • . Y . • . . •, I I • r • • • . . . . • . . • . • • • • • . . • . . • • • • • - • • • . . • . . . . . . • . - . • . . - a • • • . • . - . • • • . . a . . . • • • . • • - • . ` . • . .. • • • • • . s . • • • • . . • . • . • • • • • • • • . • • r 1 • • • • • . • • . J Office a • . • . • l al• • • . • • . • . R • • • . • • • • . • • . • . r • • . • • • • . . • • • • a r a r • • . • . • • . • . w • • ' • • • • . • • • 1 • • • . . • • . �. � • ' • • 1'. . . % 5 I • • • . • • • . O iV_ . . ., . . . . . . . . . . . . . . . . . • . • I • I. 223 sf .. • .. .. ....I.....+.••...........•.........8`-0"flats rg ..... ��. I i • . . . • 1. . . . . . . . . . . . . . . a . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . r I . . • I 3 C3CC a ' : • : : I• • • :: .. : : : : • ... _ ... , ... height througho. t . ... . .. • . • • .I . I • . . . • • • • • r . • . • • . , • . • • . • . • • • . . • . . . • . . • • • • • • • / • • • • • • • • • • • I 1. \ • . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................aaffce#"I...I...•................... . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , • • , .1 • I . • . . . a . • • . a • • . . a • • r • . • • • . • • • I • • • • • • • • • . - • • • • . r . . I . • . • . P. ' • . • • . • . , •`•'.••-.1•.•.•.•.• 499 sf .'.••'.••• • L . . . . , a . . . . . . . . , • . . . • . . . . . . . . . • . . . , . . . . . . , . .I. . . .. . . . . . . . . . . . . • . . . . _ ♦ • . . . . I - . • . • . • . • . ' . . • . ' . ' I I . . . ` . . � . - - , . . . • w I . I • • . . . . . . . . . . • . . . . • . • . 499 x 4% = 19 96 sf I • . • • ,• . • • . • • • • • • . • . • • • • . • • • • • 4 • • • . • • • . . . • • . . .1 • • a • . • a . • • . . . . a . . , • . • • • • . • • . . • a • • • • • r . • • . .1 . • • • • • • • I • ! • • . • I • . • . . . r . . • . • • • I a • • . . • • • . . • . . . I • . • I • . • , • • . • • • . . . a • a .///\\\\ , . . • . . . . . . . . . . . . . . . . . . . . . . . . . . • . . \ • . • . . . . . . . . . . . . . .. . . • . . . . . . . . • • • • r r • • • • - - - - - - remove door in non -beaming . ... , .1 .. ..... + . ... .. . . .. .. ... • • ... . r . • a . ."`1 .. . ..wall and widen to 45'" x 81 "' ' • • • ♦1.10. • 2. . . • • . • • • • . • . • • • . I • . . • • • • • • • . • . . • • • • • • t ` • • • • • ♦ • • • • - . . Y • I-. .• - .. . . . . . . . • .. I .. ... a .. . (net) = (25 so for interior • . . . . 0 1 . . . ♦ . . . I. . I. . . . . . . . . . a . • . . . . I. . . . , . . . . . . . . . l a% . . • � ) . .. a .1• , • • .... .. .. • ...Sulu i1�t1 .. .. . • . . .... � j - _.A,\ .• . ...room ventilation: - , . • • • • • 1, • • • • • • • . , I • • • . • • • . • - • . • . • . . . I �� . . e , • -I • . • . • • • • • • • • • I • • - - • •16 . • . . -8% of 114 sf 19 12sf (25 sf ' . . , . ., . . . . . . . . . . . . . . I . . . . . . . . . . . . . . • 1 . _ • . �eq . . • . ' . . . . . • . . . • • • . • . . . , . . . r , . r . a • I. . . • . . . . . r • • S1 • • • . . • . . . •,' . .. .. • .. .. . .... • .1. ..Area being ventilated: 1 ................ .. • ............... • ... ... ¢� f (sum #1 & #2) = .. . •..•.,.... ..[..•..... ].... ..4 o613 sf su •,- Kltchen ••••• • •� U I.• . • ...• .•.'• l . • I • • • • . • a • • • • • • • • • . • • • • • f • (��.�)I ffi . ,. t • I • .' `. a. . .• ...... `.••. . , .•:�.• • 2 .rJ2sf . . wall type "All • I.• .: : : : (29.25 sf openable provided) . , . . . . . . . . I- . . . . . T. . . . . . ' . . . .- . . • . , . . . . . . . . . �`YJ�r... . . . . , . , �/.�] .l�l'�I . : . �. . . -. . , . . • • . • : . . . . . . + . . . . . . a . . . . . I . . . . • . . . . - . . . . I . / ■■ . . . • • . • . • . . . T_/ let R..i a • •.Y .r•. ♦ . I / • .. .!• • 4 • . . . . •.•.• • ••• .-••••I 1•14 sf • • • • • . •'.•• -.•'• • • • • I. I • • • • • • • • a r • • r • • • • • • a • • • • ' • . • • •{ . • • • • a • . • f • • 1 • • • • 1 • • . a . • • • . • • • . . . • . • . i • • • f • a • • • • . . • • I . • • • • • • T +�.. �>- r^1 . . •�� I - ^^r I I .. .. -. �T . .ram r'1 T �'� / .�•y. �� • . . . . • • • • • . . . I • • a . . • • a a • • I . . . • I • . w • • . . a . . • . . . , . . , . .IV � ��)�1 .... 1. . ..36" min.6 ...• n s�to..rage closet: . .storage. . . . 'storage , • . . . . . . . . . . . . . . . . . . • . • . • . - < d wall type "AII 3 ::. • ... .. .. •�iooM �oset • . _ I ... ... .. • . . . I 0 ffi a .. .. •.' . . . . . . . . . . . . . ' stoToarge.closet• . . . . . a . . . . . . . . . . . . l . I . . . . • • . . . . . . . . . • . . • r . . . • . , • . . C . . . I . . . . . . • . . • • • 7I -FIi 4-� . . . . . • . . • . . • . • . . . . . • . a . . . , . . . • . . • . • . . . , . • . • . • ' . . . • . . • . . • . . ♦�% M • + . • a . . . . . • . a ' . . . . . . . . . . . . . . '\,�q\ . . . ` • . . . . . . • . = • . . . . . . . • . • • . . . . --�. . 1 • • 1 r • 1 • • • • • a • • f • • . . • • • h . ' I� ' • • • • • • . • • • • • • • . . a • a a • . • . I • . . ♦ • 1 ' r • • . • • Y • . • • • • • • a • • I. 11 f ' • 1 • • • • • • • • • • ' . ' • v ' w . • • • • • • . . • . • . • ' • • • • • • . . • . + . • . . • f • • • • • • • • • • { • • • • • • • • • � • . • • . • . • • • • • • • • I • • • • I • • I • • • [ • {i • Y •�F I Lt=j . . . . . . . . . . . . i . . . . . . . . . . . • . . . . . . . . . . . . . . . \ , . • . I • e r . I • . . . . . . . . . • . . . . . . . r . r • \ . . . . . . . • . . \ • . . . . . . . - r { • ♦ • r • • Y • • • • • • • • • • • I ' • . ' . . . • . a . . . I r . . . . . . . . . . . . . . . • . . r . l . __ . . I . . r . . . . . . • , . . . • . . • . , 1 I • ' • . . . . . . . . • . . . . . . . . . . . . . . , .. • • . . . . . • . . . . . . . . . . . . . . . . . . . f i. . ' . a • . . • . . . . . . . . . . . . . . • • �\ a . . • . . . . . , . . • . . . , . . . . . . . . . • r • .. / . • a I r . a • . . . . • • , . • . a • • . . . • • • . �fOi1� $ • . • 3 , • . • . , r a . • • . • . . . . . • • • . . . • . , . • . r • . e r r . , . . • • f • • • • • • • • • • . • • • • • acftbtcftbt • • • . r • • • . • • • • • • • • I • • • • • • • • • r • r • • I ' /+� . . . I . . . . . . . . . • . . . . . . . ' . a . a • • . I r a I • . • . . . . . . . . . . . • . . . . • • . . . I Suite 4'• . . . . • . • . • - • , . . . . . . . • • . . r . . . r . • . . • . • . . • 6 ACC...•.,:•...I. ... I. ......:a: -::`:a:':-: ;- :..._.•. •.....- :-' :f? ;...,..,:_� :':':: •-: ; :..... . •a-- 0 -Joe . t • . . : • • . ± . r • • : . • . . . • . • . . • . . .. . . . . . . . . • . ' . . . . ... . . .. ` ' . • . . . • . • . • • • • • • • . ' • • • ' • ' . ' . • • • • • • . . • • ` . ' . • . . ` f f 1 • • . • . - 1 , r a �•' existing one hour exit , • .. • . .. .. r .. a .. C women . ' • . : : ' ..: ... • . . • . • . . cn . r . . . . . • . • • . . • . . . . . . r , • >, .\.. a I.. enclosure construction o f.: • • . • • , • • a . • .. .. . • .. .. J3 sf .. w .. • .'�' � . • . • • • . • • • a • • • • • • • • • • . • • • • I • • • /11 throughoutstairwa �1. . to .....: :'�':•:•:•`•:•'•'•:.'.•. ._. • . • . . . ... .•• : : :•. . ... 1.. . •CL si �■ . • • • , • • I I . I • • , • . . • a , • . • • • . • •� .dfen • • • • • • • • • • • • • • • • • • • • • • • . I� • a a L see detail _ -,-' •' 11 ... • . . . . . . I . .. . . ... ... .. I .... . .! I .... • Q .i� - 'V ,•a,'Q •Y •••I + • r ..• • • • a • • . ' • • • • • • • • . •.1.a • • a.•.•.•.• . •.• • • • • • ••• y.- , 1 I I r a . . • . • . • ! . • • . • . . I • • . • . • • . • l a • • • • . • . • . • . • P. • • • • • • . • • . I • . • . • • • • ca Office :� - . ` . . . r . . . • • . . . • . . . . • . a - . ' . . • . . . I a r . . a • • . . . I . • , . . . ' . w . . . . • r//y {[��y� C .� ffi�C• . • .. . . . . . office #3 . . . . . . . . . . . .... ....... . .. . . . . . . . ' office #4• . . . . . , . . I • • . • ca 2 f V V f . • I . • . . . . . . . . . y/��,1 j�•1c� . . . . . r . . • a . . . r . . a , . . a l . . . . . • • ' . . . a . • . I . . , , a • /�J [/]��y • . . . I a , I . w . • . . . • i �/.�j{ c . • . ' . . ' . ' . . . . 1 V 4 s f ' . . ' . ' • . I ' . . ' . . . ' . • I • • ' • ` • . ' . . . ' . ` . ' . • ' a . . • I I ' • • ' I • ' • . ' . 20 8 sf . / ' I ' , , ' . I • ' r 1 I • ' • - 3 4. C C `� • .P . • . . . . . . . . . . . • . a a - • . . . . . • .S. . . .. . . . . . . ..•.•.•.•.•.. .•.`.. CC . .•.•.•..•.•..•f• • = ./,, r •.... , .••.•. . • •.. .... .... •.•.• J . . . . . . . . . • • I . . . . . . . . f , . • . , . . • a a • . • . . . . . . . . a a • f • r . . 1 "t. . • . • - • . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . a . . • . . . . . . . a . . . . . . . . . . • a . . . • a , ,, • a . . . s . . . . . . . . . . r . . . • . . . . Y . . . . • . . , . _ . . , . . . . . • . . . . , . . . . . . . . . . . . . I . . 4 CD • • • / I r • , ♦ • • • a • ` SSS♦♦♦ ///JJJ• • • • • • • • • • • • . • r �". a . I . . . Y . . . . . Y . . . . . . a a a . . I.. . . . . . . . J.,ti • . . • • . a • . I I . • . . _ . t • - - - . . • . . . . . - . : • -.-- . . - • • . - : - . -. . -• -. . . . . . . . . . - . • Cmen.... .... .. .. 'I ! . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . a . {�.�r I. . . . . . . . . . . . . a w . . a . • . . , • I . . . ♦ . 1 a • a . . I I . I . . I . . . . . . • . . . . • . . . . • . . J 1f . . . . . ' . . . . . . • . / a I / . • . , • , . I • • . a w I f - wall type . , • . , a ' I ....... 5 ..:....: .: ' ... . . { . • • a • • . • . • . / • . • . . a • • f • • a • • • • • • . • • • • • • • . • • • • . { • • • . • . . . I . . . . . . . . I. . • I • • • • • • • • • • . • . . . • • • • • . • • • . I • . • . • • • • • • • . . . . . . . <) -♦ / . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . , . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • I . . . . . . . . . • . • . . • . . ' . . . . . • . . . • . . . . . . a . . . . . • . • . . . . . . . . . . . . . , . . . . . . . . . I . . . . . . . . • . . I . . . . i . . . . . . . . . . . . . . . . . . . . . . . a • . • • . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I t . . . . . floor line below :.' :.:.:.:.:.•.:.:. .:.:..-.•: .•..: : : . ... . a ... . . I . : : �• .. ..................... • • • . I / • • / , , • • • Y ' • • • • • • 1111111111"..1 • • • I • ' 48'"x48" slider = 8 sf openable 24"x24'" slider = 2 sf openable 48"x48"" slider . 8 sf openable _�l ................1 'I94x4%=7.76sf 51x4%=2.04sf 22$x4%--8.32sf I _ > (0 ��4>G) - exit door at first floor 20 OCC 0 New One -hour rated and labeled frame and door 2D IBC 1008.1.8.3 Lock and latch at main doer. 1) Install key -operated deadbolt interior side with winged turn knob(readily distinguishable as locked) . 2) Install premanufactured sign at door head reading:"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". The sign shall be in letters one - inch high on a contrasting background. 3� Door hardware: Replace existing handles with new ADA listed door handles. (between 34 and 48 ins es above floor). ( Q � o 9) 4) Door closer shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds. Thresholds at doorways shall not exceed 0.75 inch (19.1 mm) in height for sliding doom senringdwelling units or 0.5 inch (12.7 mm) for other doors. Raised thresholds and floor level changes greaterthan 0.25 inch (6.4 mm) at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50-percent slope). Second Floor Plan 9= Scale: 1 /4" = 'l'-0„ G> Height, Handrail height, measured above stair tread nosings, or finish surface of ramp slope shall be uniform, not less than 34 inches (864 mm) and not more than 38 inches (965 mm). Handrail graspability. Handrails with a circular cross-section shall have an outside diameter of at least 1.25 inches (32 mm) and not greater than 2 inches (51 mm) or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6.25 inches (rI60 mm) with a maximum cross-section dimension of 2.25 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). Handrail extensions. Handrails shall return to a wall, guard orthewalking surface or shall be continuous to the handrail of an adjacent stair flight or ramp run. At stairways where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches (305 mm) beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser.At ramps where handrails are not continuous between runs, the handrail shall extend horizontally above the landing 12 inches (305 mm) minimum beyond the top and bottom ramps. Clearance. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches (38 mm). A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. Projections. Projections into the required width of stairway at each handrail shall not exceed 4.5 inches (114 min) at or below the handrail height. zo It 0 u_ ' VO M l ! 1 roof truss renail 5/8" gwb to schedule. add second layer per schedule (detail #B/4) if not existing 2x6 161" o.c. 5/8" gwb ea.side. renail per schedule #A/4 exisfg 5/8" gwb under stair s.o.g. Section at Stag ::= '.1.. Scale: 3/ _,411 !S ...0r�� )E GfrggoeplGE. <D I _J ExIT Install new Means of Egress Lighting : Minimum of 1 foot candle at floor level at all tithes this entire space is occupied. Illumination emergency power. The power supply formeans of egress illumination shall normally be provided by the premises' electrical supply. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries. Performance of system: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded Exit sign illumination. The face of an exit sign illuminated from an external source shall have an intensity of not less than 5 foot-candles. Power Source. Approved exit sign illumination means that provide continuous illumination independent of external power sources for a duration of not less than 90 minutes, in case of primary power loss, are not required to be connected to an emergency electrical system. Externally Illuminated exit signs. Graphics. Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches high with the principal strokes of the letters not less than 0.75 inch wide. The word "EXITu shall have letters having a width not less than 2 inches wide, except the letter "I, 13 and the minimum spacing between letters shall not be less than 0.375 inch The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the means of exit sign illumination is or is not energized. if a chevron directional indicator is provided as part of the exit sign, the construction shall be such that the direction of the chevron directional indicator cannot be readily changed. internally illuminated exit signs. Intemally illuminated exit signs shall be listed and labeled and shall be installed in accordance vith the manufacturer's instructions Building Code Analysis Design Code Description of Work Existing Occupancy Classification (mixed occupancy) New occupancy classification Construction Type Occupant load 1st floor (existing) Occupant load 1 st floor (proposed) Occupant load 2nd floor (existing) Occupant load 2nd floor (proposed) Floor Area altered space (no change) Height and Areas Fire supression system Number of Exits proposed (existing) Number of Exits proposed (113C table 1019.1) Egress width req'd. (altered space) Egress widths proposed Allowed common path egress travel distance •. : � . ;5 r_ t� 1 itA Zf < , " -j_ r �� 2006 IBC/ICC ANSI A117-1998 WAC Amendments (current editions) Tenant Improvement - Change of Occupancy change residence R-3 to Business Group B 1 st Floor: Business Group B/ Group U private garage (non -sprinkler) 2nd Floor: Business Group S/Residential Group R-3 1st floor: Business Group B (non -sprinkler) 2nd floor: Business Group B (non -sprinkler) V-B (no change) 10 16 13 13 1233 sf 40" , 29 9000 existing= (+1-) 25', 2 flr.,4066sf no one no change 20 x .2 = 4. (36" provided) 108" (three 36" doors) 100 fta J !{{ 0 fi ` ,./ WALL -t talltreli} WALL TPA lift a �� ., . , jo s � i I 2006 Table 720.1(2) Ra ed Fire Resianc etiods for Various halls and Partitions J ,x,;. Item �,, y .I.' ;" ` Minimum finished Material Number Construction thickness faceto-face 1., ' inches 11 ' 2"x 6" wood I ` 19 with doub t-,p plates, single bottom plate; interior and 4-hour 3-hour 2-hour '#-hour 15-'1.12 e�cterior sided cap tie :11 th 5f8" ype� 9YPsum wallboard, 4' wide, applied 15. Exterior or horizontally r w y with vertical joints over studs, and fastened with 2-1I411 _ _ r 6-3/4 interior walls Type S d sc , spaced 1��.r. center. kkYr I' . .'- , ��A V�, .. , ,C. -; bathroom floors shall have a smooth, hard, nonabsorbent surface Bthat extends upward onto the walls at least 6 inches. l\ >_ Walls within 2 feet water closets shall have a smooth, hard, _< nonabsorbent surface,to a height of 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (D "NORA Nf 8" recessE trim spec 1 Electrical Plan Gz Scale. 118" -- T-0" Uend Floor Wall ratini 1/4 11 1.011 $HOUR CEILING - (stairwell) ""GA FILE GENERIC 4*0 WOOD TRUSSES, GLUM WALLBOARD Base layer 'Ile tyw X gypsum wallboard applied at r 4 angles to wood roof trusses 24' o.c. with 1110 Type w or S ill screws,zv o.c. Face layer W type x gypsum �.. T um veneer I' ' angles to h wallboard a ve ee base applied at � w 1 T � � aPP -� g pusses la Type or S drywall saews 120 o.c. at join wd irdermedcft trusses and f fie Type G d"%11 sae" 12" o.c. placed 2" back on either side of end joints. Joints offset 24" fr�n base layer joints. Mood #cusses supporting ifs" wod sftcWrW pans app ed at right angles to truss with ed naffs. Appropriate roof covering, I c .T a) 0 a 1 c 1I W a 0-1 8 \Roof at stairway 4 J Scale: 1 /411 = 1 `-01 Office 223 sf 3 OCC Kitchen 58 sf Toilet Rm Office 276 f 3 OCG n 1 HOUR FIRE r11 i r Sj- rr �_ r �. ). _, _., w� '.I y�. I t;70100 1 �� ""- _' .004 1 �. _. _ - -, -- ,a I =�7 w� w ..•, + i I � � � -_ j1+ +i i -. `' Cl ' Approx. l: ellIng oft" 4i wethts architects F-we Test 1=M FC 172, 2-255-72; , �r,:. ITS$ 8-6-8 69 V .j � R i V" r EG1STE.RED ARCHITECT IEN C . WAITE oF TO. - C Member cat .1x-A..* 0 The American Institute of Amchitects N ; Ir � .. C:�" C.L�, 1) AREA OF CHANGE OF Usl i `-► f o� �-.�, Stephen Waite, AIA I' I �. �-.. . `~ " Edmonds, VVA 98020 1�; ... :. .......:...:.. ... . .. .............. • I . . . • . . . . . . . . . . . . • . . . . . . . . . . . . . . ' • . . . . . . . . . . . . . . . . . . . . . . . . . . • I • • I a . . . . . . . . . . . . . . . . . . . . . . . . . a , . . . . . I . • . . . . . . . . . . . . . . . . . I . . . . • • • • . . • . . . . ..•. • • • • a • • . . • . . . . • . . . I . . • • • • . • . a . . • . • • I . • •••.•. •...•••.• ••• a.. . ........... .living .• ..•• ..,• ,...a.. . a. . .. ' . . . . . . .. .. .. . .. .... • .. •. kitchen '.. + . . . . . . . . . . a . . . . I ...r•.. ..... .•. .. • •,• . . ... . . . . . . . . . . . . . . . . . • . • I. ....... . • • . . . . . . .. . . . r . . . . . I . . . . . . . • • • . . r . . • . • • • I.. . . • • . • , • . . . . . a ,I • • a • • a • a•••••.• • . I . . . . . . . . . . . .....•.•.•.• ... • I . . • ••.•• .......... ••. .. ....... • ...... • ........ •..•,, ••. . • . . . . . . : . . . . . ` .. 'Residence•.•,.... .0.0.0. . . • • . . • .....I•„.. .... •..... .... . . . 1244 sf .• .. , • ,••• . . .. .. . ... . . . , . . .-,--• ' 70CC .....r. • I . . , . . . .... . . . ' •.•......•.... .. ' ••......•.... . . ... . ........ . . . . • -•den ..• . . . . . . l . . . . . . . . . . . . . . . . - _ . . . , . a • . a . . . . . ! . . . . . . . . . • . . . . . • . . . . . . . . Y . . • . . • • a • . • . • . . • . . • . . . I . . . . . . . . • f . . , / . . . . . . . . . . . . . . . . . %.. - • . . . . . . . . • • • • • • • • • . . . . . . . . , , I . . . . . . . ll • . . • • • • • . . . . . . . . . . . . . . . .. •. .... o 0 • {• • • , • • a • I . . . . • . . . . . . . I . . . . • • I . , . . . . .• • . • . . • • ` . .a .a . . -..•.•...•.• • • • • • . • I . • ••• . ••••••• • . I . . • . I•• .. • •.• • •.. 4040. • . .. . • • • • . • • • • a • • , • • / -Y • • I • • • .I • . • .•.. • . . . . • .• .• .• • • . . . • r r • • • • . . • • • I ••.• • I • . . . . . . . . . . . . . . . . . . . . . ..• • a . . . . . •.... . . . . , . , .. a.. a .• . . . . ........ . . ...I . . , . . • r I . . . . . • . . . . . . . . . . . . . . •, . I.. .... •.....a. a . ...•....... • ,. . . . . •. . . . • .•batr...a....•.....•.- • . . . . . . . . • . . \ , . , . . . . . . . . • . . . . . , . ..•. ..., .....a.bdrm..•.. bd• .....••.I - •, .... . . a . . . . .• .. \ . ♦ , .•,.... . a,I , , . . . . . . . . • a • • • . • I I. I . • • • • . . • . • • • . • . a•• ••a••!• •• , • • a • • • • • • • • • . r • • f gggggggggggggggggggggIN • • • • . • • • • • • . . . . . . . . a • • • . • r 46901010190.994 • a • . • a . . , . . . . • .bathrm: . . . • . . . . . . . . . . I l . . . . • . . . . . . . . . . I • . . . . . . . . . . . . . . . .................. ........ ........ I , . . . I . . . . • . . . . . . • • • • • a • . . \ . . . . . I . . • . . . . . . . • • . . . • a . . • • a • • I I . I . . . . • I 1 . , . . . . . . . . . . . . . a . . 1 . a a • • a . . . . . • . . . . . • . Y . . . . . . . . . . . . . "Pre-Existin "Second Floor Plan Scale. 1/8 = 1 -t3 V t� I. I2CL L. : "I -7,-► . ....1. , , i-z t� I Q13 r+, '# ,L.; r ,,..1s I:Nj tvUi lL,u,.1 '� ;a (! I i . .,..� a r. �.::'i phone (425) 774.5533 waftearch@comcast.net Tenant Improvement and Landscape Plan PROJECT LOCATION: 21010 76th Ave. W. Edmonds, WA 98020 Q 2008 Stephen C. Waite, AIA. PRINT SET: PERMIT RE -SUBMITTAL This document has been prepared for Kermit Application and is subject to review and rnodifma_ tions by governmental agencies. Information contained herein does not warranty or guarantee any prior field construction.Measurements are for permit purposes and not for leasing or sales use. 1 DATE: GWARH 5i 05/21 /08 1 SHEET NUMBER: JUN 27 2000 LL7iNQ ARTMEN ' TY C3��Mo CIDSS f .� CL E 0 COLU r.". 0 CO a) CD C: ci LU f v Im rt ezooq .......... ,. .� I iT r t S i L .�-. W r 'Q' -W� ,7006 e KAL I �7 Fv 0 L,4,- .' 0 ..gl:p I k� % Y t- 3 CITY OF EDMONDS �.:. .yFyf.�� y:k: k l} TRAFFIC IMPACT ANALYSIS 1 Name of Propased Project: Owner/ Name plicant. b Street/Mailing Address City State Zip Telephone: WORK SHEET Applicant Contact Person: Name Y14? Stree-UMailing Address APR 2 9 2008 City State Zip Telephone: 4 Traffic Engineer who prepared the Traffic Impact Analysis: Firm Name 1. PROJECT DESCRIPTION a. Street address (ifkvown): b, Location c. Specify existing land use: Contact Name Telephone (Attach a vicinity map and site platy.) d. Specify proposed type and size of development,* e, .0n, - fw-' le, A 00 V!1� e. When will the project begin construction and when will it be completed? 14 oco-P)5 oem ti"'ev-11 De 40 fine proposed access locations: • • � �. � �f • � � tea+.. 9.Defineproposeds distance a site -1Fq�� 16&5 � �� r�; �� .• � MrRi� �`R��*i, 7Yrrf + � �� + � • { k�• err ti+� �.� �.. It V17a s 4F Five Years After 0 With Project: Without Project: so en m LOS&0 Node any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study''able 4 {attac�ied) and as identified in ECDC 18.82.1201, except as otherwise provided for independent fee calculations in ECDC 18.82-130. gj(,swnAJ(7 UfC � or giig7mE NgiV US C - J� 110 - 69AP94*qWC a gqez4f (?." 1110 8//,Stlo A000 544s-� � �90 ..&i� V 9z Vicinity Map t 3-1/2 foot pyrmadalis screening and ground cover ground corer increase from 4'to 81 ,r~%&4;m.pa 4 klM • &m-/* &-- IM/IA 76th Ave. W Prelimina!y site plan S-c-a-le: I = 2 RM 1.4 6 foot pyrmadalis screening and ground cover Fund Dover 6718 REGIS CT STEP :EN C. U�gITE TATE OF WASHINGTON- �r a UI�e architects Member Firms: American Institute of Architects Edmonds,, 98020 26 June., 2008 USA Ann Bulfis,, Assistant Building Official City of Edmonds Development Services Building Department 1215" Ave. No. Edmonds,, WA 98020 RE: 21010 76hAve. W.., Edmonds., WA Change of Occupancy Permit Application. Ely& Accessibility Compliance per WAC 51-50 3409.7 exception 41. Ms. Bullis., Construction cost estimate: tel 425.774v5533 email: waitearch@comcast.net R Nt r-su JUN 27 2008 BUQNG W T, I) Install partitions first floor at Office #1 and #2. 2) Install partitions first floor (old garage)_ 3} Demo seven 11 of partition for accessible route on first floor. 4} Install gNvb per detail in stainveil for one -hour rating. 5} Install double entry doors, four windows, framing anti insulation in old garage openings per plan. 6} Insulation in new exterior wall partition. 7} Install guardrail at second floor door opening. $) 2na floor bathroom wall panels. Material and labor cost lump sum = $ 3965.00 Accessible route of travel upgrades: 1) Resurface and stripe portions of dot per plan for accessible path to new tenant space. 2) Install International Symbol of Accessibility Sign per play at parking lot accessible stall. 3) Install International Symbol of Accessibility Sign at interior side of new door is new tenant space. 4) Install ADS. door handles in office spare #l, #2 for change of use of garage to new office space. Material/labor cost for accessibility improvements = $ 1150.00 Percentage of accessibility to construction cost = 125 0/3965 = 3 1.5% (exceeds 20%) Respectfully, Stephen Waite, Project Architect X qb CD 0 L 0 i ng He :nt to on ed :s. int gut Z% 0 Q� Y 0 if 3 Pb\L 46"x46" slider 7.35 sf vent'g. (3.64 req'dJ Stoage 108 sf 1 OCC 46"x46" slider 7.35 sf vent'g. (3. req'd.) remove door and wall W� WMkh =No -00,F W *=Y i. ii i+ MEW d dM�WWORM .+ MPM - - - - - - - - - - - - - - - - - i L NO rto ffy :e exi nce . N 51tYPeXgwb on ceiling � 46 walls order stairs. Verify ex of 2x slid firebtDcking in i spaces between stair fingers at top nd b om of the ru •. 5 F 234 s 3 OCCIL t. 6% accessible route \% d. 3&80 4flon 8parfi 20svenfg.N :. N. NL 1% ok Co-6%existing 90 min. l % I ftm I lip ILI an frame w sell \ 1% "16 % 1-1.1 4 %%. N N % -6*. %% N 2 4 'Ix 4 16Y H -24"x46"SH *83 w#9, 1 V-6 3.83 sf vent g # 36xNNdO'k% i EI E Co C 6 ftns -ham =oft ftnw� amob -mba Approach Push:, no closer. landing 1:48 cross slope (max) 1:20 travel (max). unobstructed path and stall < 1:48 cross slope < 1:20 travel slope 16.1-6" rein. 36x8O 20sf venYg. (5.0 req'd.) ON— .......... ... :35or- .646 3b 70"x46" fixes! Break- Room 125 sf 8 OCC �A side approach, pull side maneuvering clearance 4-61x46" slider 7.35 sf vent'g. (4.0 req'd.) o Office 3 u 100 sf ~ 10GC hwt exisYg. exist'g. storage EAsting Occupancy: Group U (724 sf) Proposed Use: Business Office Group B (544 s� hwt ` relaxt 6 OCC 1ed 8 own @amp mCOME /8 gwb fi Taped throughout (exisfing) roposed 14a- remove 12'-0" garage door remove 9'-wC _ w moo MW ftwo _ _ _ _ i i' _ _ _ l.�ii 0=0 "o- -NNW &Ww .,f moo- 0-0. air � � l CNM � � �... iW � i,.. � � ..W W front roach i! side Tactile accessiiiSa. 54w min. f at latch side. Charact rs 48 to 60" above flqor r r r I 36x8O 36x8O i 20sf g* , 20sf a g. [ r EXIT. i i 1 2x6 HF w R-21 4006 24"x6O" nsu act 84N 24")60" insulc 2"x� safeglazed lair � �� s 1pict srote #1 below (2) 36"x8O" insul Co entry doors I roach Push,, no closer. safety I edmin. APP 2\ Frst W1) (D1 lour Plan Tonging i :au cross slope (m = NOTE: •� max, threshold height shall be 1/2" with a 14:2 bevel o between 114" to 112". 5'-bG* min. Q2 vEr2 W3 � EXrr Install new Meacrf Egress Lighting Minimum of 1 foot candle at floor level at this entire space is occupied. illumination emergency power: The power supply formeans of egress illui shall normally be provided by the premise electrical supply. The emergency power s shall provide power for a duration of not lr= minutes and shall consist of storage batte Performance of system: Emergency ligl shall be arranged to provide initial illuminilp an average of afoot-candle (11 tux} and @i 4 r w�. t I[ : ZO A W. C 0 WA a }'xY I '',trd2r pn.a�� 5.;? um �hziK�'0ir;�fT\i��r.Q�C�'k�13.��}xi�"�'�GR'�'i}s.<nv`4�'{i'�'I�+C�jr��Y34ns•�t*Y4 �5�.ti,5.J; :}1rr�uc��4�55III n Ig fM 1� : § PT!. w IX4 ( k If .- - 240P g 41# L; .,F. I ! : ii sTc"t N1ky,eFtl ff I - _. :r.Iapt# .1 777,5, LTI7.70,a� = a t t z j #.# _ ell I IhL ��MU h. .1$F n 7 I I°ace_ mil"/, 4 �.4 x f #- 11 } l; ia&dtoi&_ ;�A.p It,# mIrIlt#i i w i Pvoject Description Compliance Option New Bufldrg ddon U :m = Prescriptive >< Comwrent Performance (See Decxsiar} FlcYwycCart (over) for qua#iiCrcaticxis) Envelope Requftements (erter values as appticab4e) 04m= lnsu/aiion R-vaf�es Rags Over Attic All Other Refs Qpague Must Be1cw Grade its#[s Floors Over Unconditivned Space Slabs- on -Grade Radiant Ftaors Maximum U-facsors Opaque Doors VealOverheadG�azing rti£ � Overhead Glazing &fax:mum S14GC (cr SQ Ver#�ca114v2a*eG1azirt9 WWI tFowoo- e0ox-00, 157 1 _ AssemNies with mil framing must con" with overall - act Notes: Change off SeaE rTyStC Sys#e rrs Areiysas opaqtw G*tt-CII'�311M-s-c�tw-y YM, RiMtt--Jtftv1NWft- V%p Ma)am= u-facinr is 0.75 (R5- 7 corfinuous iris) cMu bk:Hicwalls with insuiated corgi cornpty If project quahfies for ConcteteltNasorxy Sian, list walls with HC a 9.0 Btuft2*°F belaw (other wad mtra meet Opaque vlta11 reqtirements). Use descriptions and vales fmm Table 149 in the Cede. itftit Desuippton (*IWL%&g srrmlaWn R-value 8 postion) U tattnT Wig 111 P r ; 2006 Vgrshagbon Slue Norifesdk�nWl Erwgy c:cm Lxrnpmance ramss Prood Address Date 4/11/08 For Building Depa ent Use Space Heat Tyke N/E resi flce AN o1ner Glazo Area as 96 gross exterior waN area Prop. Maxlarget concrete,(Masorwy Option des No Notes: If glazing area exceeds maximum allowed in Table, then ca►tmla#e adjusted areas on beck (over). $�� fitut�p�nt Proposed UA Target VA Litt com rents b assem 1Q 8 a # uwfactor x Aria(A)= [�A (U x �1 U-factor x Area A = UA I .. U x A} -M.11 I - mom ... ... U= Plan ID: VV 1 10 9 - --- - N. U= r 10? t2 G�ing % Ele c Resist.. Other heating 0.40 0.55 U= Plan ID: VV 1 10 0-30% 0Z Phan ID: j�J +�- - � �� '30-4596 see note above 0.45 0 U= i �{� Plan ID. U Plan ID: 71f U= Plan tD: m7+ � � U= Phan !D: � < U= Phan 1D: Glazing 96 Electric Resist. Mer Heating '. U= Ryan ID: 0111430% O.fi 0.7 � 0 U'M' Plan J0: �►30-�96 see note above t}.6 two U= Ptah ID: °o U= Plan ID: U Plan 1D: � U= flan ID: N U= Phan id. Cr a U= Phan ID. Electrte Resist. testes Heating p � U- Pian iD: 0.60 0.60 Mil R= Plan ID. 42 R= Plan 1D.0 Electric Restst. Other Heabng 0 °x 0 IR- Plan ID-- 0.1)31 0.036 � � R= Plan f0: y Q R= Plan ID: ElecWc Remit. Other Heating 046 O it R= Phan ID: 0.034 a. R_ Z Phan ID- EA?7T ViALL 70 �i , 4�j 7t � � � od*2 � � I �� f•!F R- � � Plan ID: NOPTY VfAr" % �S 4VZ R= Plan ID: R= Plan IQ: Electdc Reset. Other Heating � R= Phan 1D.1 Frame-Wd 0-062 0.062 Cr Frame,,Mtl 0.062 0.109 R= Plan ID: � R- Plan IQ: Mass Vt#ali" 0.15 0.15 "dote: sum of Target Areas here should equal Target Opaque Wall Area (see bask) see mass wall Crfteria R= Phan ID: 3 .� Rz- Plan iD: ElectricMer Rest. Heating °i Int Ins o.D62 0.062 R= Plan ID: Note: if insulated to levels required for opaque waifs, list above with a ue wallsExt tits 0.07 0*07.,- R= Plan ID: � a Plan ID: Electric Resist. Other Heating �j c - Plan 10: 0.029 4.Q56 :3 R= Plan jD: Q 4 2.s �7- Plan ID: F"x;% 2 m � NowPt�n IQ: �'��' � `4X 42 Elecffic Resist. Other heating � - Pian FQ: F=0.54 F=0.54 � R= Phan !D: see Tate:131 for radiarA floor values) --- MM-M MM- 'Far CMU wars, indicate core insulation material. Totals � � �' Totals To caRTVy: 11 Proposed Total UA shall not exceed Target Total UA. C 0 A 4 Ile. yv• x Ma'o. } x ; r,.K� ,: ,.r. o-+�•h • °'•va r;..#7x'+,' �. `e[axf,.\.d§l.a.f,.,Buz% 1 ei#'i+*_• IFii Al w- s M � dli a. am j�r uumpiiamx r)' Sicip- ! 0"6 0 0 A krea be d ist6bu ted a=N them, and s:parate Tamet Opaque Areas fc t oaf the total clated heire. w : ■ # rt ■ t _116# o_ s Li 'log. "Mae Target Areas OK UI7 Veit ICI x *i rCl 1 _ � _*_f _ Y 'i ce•i�' xR ixk $ s +F °k * �b ir• Rift LI Z J A �_� # Jrw • IF RIL 0 m a _L�OOAAX_ 4 : 4 _: 0 0 �j)FuPtTz-jgt vncffilre M� 7 ncluded). Far track rth, list the teth gft of M the ba*,rf- fit) V" ## proposed F ir WaftsWbdm, use manufa chme-ft Asted ma -Arm Ow afkft as specnW In Section 1530,, Fbr hafd-i*ed ba-Bac, TOY 'rn be am For buA* %hft� tch6ru of s. *. j Fu 1 waW pw ' or of Uw u} f o - Lb vt mnT ,Tj vti =. For ift if f V vi"_ T z TOO _!T "Silf TIT a Td 4 I�vt i 171 I III FA I 1:,i P MR I 11M 4� W.. r t ip� if IQw9xm Ploand CUR 1 -P -A utwa iz tWge Inthe NREC TedviiGd Rtfwence F&n? I D � * .01 NhI k"a, r U..� ✓4-T�°altop,}Y `$ W MR Ea--l- M RT1 zmt &MIA i LPA (WIS-0 - 1.0 - 1.0 t. �*izv # to i �. do R ar s Lill ! i dw f ih -AIL 4bh IL dp ' iY* & ry ' * A # iYY pl,�F * o R + CC yypp k 7 77e w M w r 4EZ # R * at w 0S 'wr s a yity � v� • #RIM 0 4 C +F ! 0 0 + �F # � � AL WA i At tax g�RRy 8 $ i � a 3 r a # " 4 s r +w1 .r. AL ait # .. 2006 Washi :3 9 Irol to= Mfall .HO BIW-4511 1121r State Nonresidenfial Ene V D go Qcde (;q.mPfi.a.-.n.qe Farm 2006 Washington State Nonresidefffial EneW Cow Compliance Fornris it Revised July 2007 Proj" ed Info Proj Addres 2W Oil CU Date For Buildingbepa ,e nt Use r Name. Appl. Name V/911765_ ApplPhom 2wo, �. Project Descfiption New 13 Addifion Alteration Plarts Inducted IRiefer WSEC Section 1 13 for Contds and commissioning requirements. Compliance Option Building Grounds (luminaires > 100 Watts) Alteration Exceptions (check appropriate box -sec. 1132.3) 0 Lghfing Power A:owance Q Efficacy > fiU iumer:sM Exemption (list) 0 system Analysis Q Cmfrvfiei by motion Sensor changes are being made to the fighting 13 Less than 60% of the fires new, instal -Lad Wqga not increased, & space use not char ged. Tradable Max m*nu AHowed Lighting Wattage Allowed Wafts Area (ff), pedmefer Allowed Watts Tradable Locabons Description per if or per ff (ff) or # of items x f? (or x #fi) Total Altowed Wa Tradable Proposed Lighting Wattage Use mfgr listed mammoum-put wattage. For fires with hard -wig ballasts one,, the default table in the NREC Technical Reference Manual may also be used. Location FkWre Description Number of Fixfures Watts/ FMure Wafts Proposed Total Proposed Wafts is may not exceed Total All-med Wads for Exterior Total Proposed Watt Non -Tradable Maximum Allowed Lighting 'Ul�attage Non -Tradable Locations Description Allowed atts per ft or per FF Area (f?), perimeter (It) or # of items Allowed Watts x ft (or x ff) Non -Tradable Proposed Ligha"t%5 -Wattage Location Fire Description Number of Fixtures Wafts/ Fixture Wets Proposed Proposed Watts may not exceed Altowed Watts for Category r.101111 11 1111: 1 1: f } Rte t -1Y 1 r� WOR, *V� ffs' no ,l.a lri ixs t vN12i$ asribrGw4E �� '� IL m,+U44�irR$n t5 nr&fi°kis it sa s «Y i N r'�asLsl� �l r: TABLE 15=2 Code Com0lance Form LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised ,r 2007 Tradable Surfaces Uncovered Parking reas (Lighting power Parking dots and drives 0*15 NVjft3 densities for uncovered parking areas, building Building Grounds grounds, building Walkways less than 10 feet wide 1.0 W/linear foot entrances and exits, canopies and overhangs and outdoor saes areas may be traded.) walkways 14 feet wide or greater plaza areas Special feature areas Ow2W/ft2 St a&irways 1.0 W/ft2 Buildinq Entrances and Exits Main entries 30 W/fincar foot of door width Other doers 20Wfhnear foot of door width CanQples and Overhangs Canopies (free stand uig and attached and 1.25 «/ft overhan s ...... .. ................ ...... ... outdoor Sa les .... ....... .. .. . .... Open areas (including vehicle says lots) OS W/ft2 Street frontage for vehicle sales lots in addition to "open area" allowance. 20 W/linear foot . .......... .. NonmTradable Building Facades 0.2 NV/ft2for each illuminated wall or Suces (Lighting surface or 5.OW/linear foot for each power density iflurm"nated wall or surface length., Automated teller machines and night de. Qsitories 270 W per location plus 90 ''UV per additional ATM.per, location calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft' of uncovered area (covered arias are included in the "Canopies and Overhangs" section of "Tradable Surfac&`). Loading aromas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/Wof uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfacee) pemutted in the Material handling and associated 0.5 wift, ""Tradable Surfaces"" storage section of this table.} Drive-up windows at fast food 40ONV Per drive -through restaurants Parking near 24=hour retail entrances 800 W per main entry DONNA L. BRESKE, P.E. May 27, 2008 City of Edmonds Attn: Jeanie McConnell 121 5"' Avenue North Edmonds', WA 98020 6621 Foster Slough Rd. Ph: 425-334-9980 Snohomish, WA 98290 Fax: 425-334-7380 e-mail: breske@consulti-noore.com Subject: 442 square feet of Redevelopment, 21010 76�'Ave. W. ENGINEER'S OVERVIEW: The city has asked that the storm drainage detention system requirements are addressed for additional impervious area created in the past year on the site located at 21010 76r11 Ave. W. This impervious area consists of additional asphalt pavement and a covered 40 deck from the back of the existing building. The total additional impervious area is 442 square feet. The lot size is 6,750 square feet. The original construction on the site occurred in 1987 and created 4,985 square feet of impervious area. Accordingly, a detention system was installed per the requirements listed in City of Edmonds Policy #E72. The 442 square feet recently installed impervious area qualifies as redevelopment per the definition in the 1992 DOE Manual. Per Edmonds Policy #E72; Ordinance 3013 passed on February 17, 1995, storm water quality control is rewired on new or redevelopment [emphasis added, with more than 2,000 square feet of new impervious surface. Interpretation of #E72 is as follows. Once the 5,000 square foot upper threshold is obtained for the original development area, no detention is required until the cumulative redevelopment area again triggers the lower threshold of 21,000 square feet. Just as with the original development, the redevelopment area can have up to 1,999 square feet of impervious area before again triggering the .2,000 square foot threshold requirement for detention. DII2ECTION FROM CITY: Provide a detention system for the cumulative area of 5,442 square feet. PROPOSAL FROM ENGINEER: Since 442 square feet of redevelopment area does not trigger the lower threshold of 2,000 square feet per #E72, there are no guidelines available for volume sizing. In order to acquire approval for my client, I propose the attached a Re -Development Area Worksheet that uses a ratio method for determining storage volume. The worksheefi concludes that there is adequate volume provided in the two catch basins at either end of the currently installed detention pipe. DETENTION SYSTEM, POINT OF CON -NEC ON IN 76TH AVE. W.: This engineer conducted a site inspection on 5-23-08 to determine the point of connection of the storm detention system to the city Storm System in 76"' Ave. W. The detention system connects to a catch basin in 76ffi Ave. W. approximately 140' to the south of the site. See the attached storm system schematic. This engineer determined this point of connection by running water from a hose on site that entered the detention system. Subsequently, this engineer observed water entering from the west side of the 76ffi Ave. W. catch basin. Pease note, on 5--23-08 the ground was dry, and there was no flow observed entering the catch basin on 76"' Ave. W,, prior to running the hose. See attached photo of the interior of the catch basin on 76"' Ave. W. Sincerely, Donna L. Breskel, P.E. c z io 10 76 fA 4V-1e wt I S so 08, • ef��fi�o� Systew, �orKSheef for �jwamw velo�m der rNO-111A.-III&I COMM19In� �m of Edroonds I • S7 000 Izs rpvlervr'ovs c�✓�ea c ctb,c -ref of 5 forale ' CO nst�'vGh`on in Ila7 Created ervr`ovs 4rea. q�0' off' 24w" PiPC of trnpervee vS Q+^ea per 0 ` LA/as i n5f al ( let lqe7 A rej, o Tres er City Policy #E Ct f'%r of r?ot;^d up to 1.5 rso ir�l if x1�l� ►nsfrylle� in 1,?87 I;r rmm%, o00 s�= ar 2� 24" Concrete pi�es Wt�-I� be II en�1 ��n uihr`ch ccc�- as W111 111111 r III III ca� (its. _ i�c�vtd 9►�ac�d lc'o�s a� ire be l tpCnc`�q• • Areqto 2^- 421" C6 pipes Fly(!)z�2 • 1 �' sow 155P of af-Sfo�a�e y i rq p e r v(`iq� c then III • V6 m--- eAt ylvr�zc Ct rz(i o 442/40 Storct = 11 1215(0 M A , FI.iqddci0114d] VIC(um, avct► lab 1P C F , r6R r64uzY�es 1ZSG i S req,� iYec( 'for `f0 5 44z 4L y,� ctlre4 I;r4+Z s F CF of Sforagc 440 " f� + ti L • ws 4 I ICAL CLINIC 0 -or I Ul \qr Ul 9 56 ru -9 5 5 %ro. 774J r vc.; fo 1 + f#�"it �f 'ice ��# ■"� r�#k ■�* f i .■ Ii 1 A •� err •i ► 0 %mb 1; f 1 + a � .' ■ • 1 1 •r i + •i 1*4PC (00 IP i * f 1 f + a �,7525 CD t:3 no pow* m ti o rb � N 1 • f a 17700, i u 40OPPom�,�4 4rrlM�'iA•1•v'ii# ■i* 42 b r 2101076 TH Ave. W. � 5-27,08 Connection of Detention System to City Drainage System Detention System Connection to city storm draine--,6" PVC entering from west. 12" outfal 1 to the south uaicn t3asin on the west s ae or io of 21010 76th Ave. W. approximateiy i 4u - to the south 7 ri 2006 Washinaton State Nonresidential Ene :ill to] 12161IN Ma-1512 91111row, LO ne 0: z 0 i • ,i i 2006 Washington ate NonmdidentW Energy coda Compharce Fans Ravi d Atly 2DOT projeCt Info Project Address ri)2� VW001 Date r Building Deardent Use y ar 4t- VLIA-17' Applicant �ae. C ` 'f Applicant Address: • - ' Applicant Phone. r { # New Budder '� # . Affe- ;Oplans rrProject'Description Included defer to WSEG Section 1513 for controls and comrrfissioning requirements. Compliance Option 0 Presc6ptive Lighting Power Aflaa rice 0- Systems Analysis See t,2ualificaiion Checklist (ovie;wriI. tnd�ate Pr+esc�pfive & lPA spaces clearty on plans.) Alteration Exceptions appro prrate box- sec. 1132.3) No ranges are being made t the righting DLessthan6G%ofthefDdures new, instal Led wattage not increased: & space use not changed.] Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Ri[owed Watts mr f? Area in ff Allowed x Area le, 4�� C.-00> Ila W tto/44 &A) 531 51 2 .!L- . e, From Table 1 r1 (over) - document :11 exceptions on form LTGLPA Total Allowed Watt 1 Proposed Lighting Wattage Location (floor/room no.) Fixture Description Number of Factures Waits/ Rcture Watts Proposed elt-A,4�' "rug j6 L/ f 'Z 3 ti 2, 4--f lip . . . . . . . . . . . . . Total Proposed Watts may not exceed Total Atirnnred Watts for Interior Total Proposed Vllatt • Notes ■ 1. For proposed Fire Desaiption, indicate fixture type, tamp type (e.g. - , number of lamps in the fixture, and ballast type (if included). For track righting, list the length of the track In feet) in add-rbon to the fixture, tamp, and ballast forma n_ 2. For proposed Watts/Fixture, use manufacturees listed ty mmum input wattage of the ffidure (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the defautt table the NREC Technical Reference Manual may alsobese t. For track lighting, list the greater of anal lumina re wattage or length of track multiplied by 50, or as applicable, the wattage e of current firnifing devices or of the transtonmer. 3. List all fixtures. For exempt lighting, rote motion and excep on number,, and leave Watts/Fixture blank. i� ...... .. .. ... ....... ... ... .. ...� ... ...... •�..........�.�. u.�M..�....r�.��.�......�.�..�.....��.. ,.��u.�e�...�.�, o�t.��.� �.�,,.,..�..�•o.,.r�,.�...��•o..�.t,..r.�.��.,... •w,.x�, r�4.�..r,w.5.3+:fc.;.�:n.w.rr,,:nt�o.,..r,�xs.,.�,1xox�t„sVxxrK>.r,�iSxr.9�rk�Lksn.!r..rr1'rc�:�rer,FixsrnMr[�i�if.a'.n�an��r.'�.Y.sn��r,sia�L`l.:Ur.•l:��a��.s"9fi�+At?t5."Cs'.�:C��:ir7r{Te�il��i��§'.krCs!':{,�9rlC?Y�v�T3.k'4�7.si•t+�.i?'1vi19£�:65.�:F:'iiF.l'�',�°lisESY�.'.':$:�'€e'#2C,i�lISS'h;��'11:'S��7.4�.4�.�'ic'��c1��L25.�,�'2�E4,��iYfi}�BY.�`3r .a,. r i o rat t,-v i u n ii j n u tsn u "i u i a tiva i - u ij 0)06 Wash4Tton State Nonresidential Energy code Compliance Form Roved July 2007 Presen'ptive Spaces I Ocxupancy: Q Warehouses, storage areas or aircraft storages hangers 00ther Quatnic� Checklisti ° r more f fires c with 2 or 3 and rest are alfaste. Not: occupancy � i�`�r d ��res# � answer i ced � number(Sedion 'i . Fluorescentfires �i� are n�n��er�sed � 1 r 2 two lreecto fixtures in the spaoe is not limited by Code_ 152) or louvers, c "o watt T Ti 1, T-2, - , T-5, T-8 lamps, and hard -wired lec- Clearly indicate these spares on plans_ If tronic dimrrngballasts. s rew4n coffqpact fluorescent fires do n t qualffy. not quelled, do LPA calculations. or cerarnrc M lam =1 � electronic alla �_ Metal �'� � ref � � 3. LED lights. TABS.. 15=1 Unit Lighfing Power Afflowance Use' L Use' LPA�..W/st utor o ve faci l ty 0.9 of - e buffdkigs, af-.fiaeladm Wstr tive areas is 1.0 fades of other use types Cncluding but not limited to sdhotst hospftals, institufions,,museums, banks, churches)""" convention center 1i .2 Pen a .ti an other Gmu .� 1-3 oc �1.0 Courthouse 12 Roffoe an fire statione 1.0 Cafeterias, fast food establishments , 1.3 Post of we 1.1 restarantsars Dorm � 1.0 Retail lu , retail ba i n. , mail con Sirs , wholesale 1.5 storeslpaffet rack sheWing) ...... ------ . .... ..... ..... Exercise center 1.0 school buldmgs (coup c=pai cyonly), school 1 classrooms., a .recenters 19 1.0 -1,12 Heatth care # •o -:Lhe&.L torm ina As Thpa*�G -pe 1.6 Hospital, nursing homes, ■es, and other Group 1 1 and L 12 T. arspon 1.0 otel t otel 1 _o Wa ous s st 1 rea .5 Hotel bars gu conferenee/exhibition aW . 2ro Woks 1. Laboratory spaces (all spaces not i fled 1.8 Parting garages .2 la orator)r shall meet office and other appropriate cat ors Laundries -2 Li br a es 1.3 �77_3 Plans Sue t 7F/r on Areas Manufacluring face 3 rsl Mai�xw .i jobies Lt2peLt mail concou � . Museum 1.1 Currmon areas, corridors, tottet, f r es and of wasi�rwms elevator lol l Footnotes for Table 154 1 In cases in which a general use and a spec use are listed, the sic use steal sty. In cases in whk;h a use is not merdioned s eoi caDy, the Unit Povmr Mowanoe shall be determined by the building official. This determinaton shell be based upon the most comparable use specified in the table_ see Section 1512 for exempt areas. 2 The watts per square foot may be increased, by two percent per foot of cefling height above twenty feet, unless specifically directed other- se by subsequent footnotes. 3) Watts per square foot of room may be increased by tm percent per foot of cep height above twelve feet 4) For all other spaces . such as seating and corn mon areas, use the UnI Light Power Allowance for embly- 5) Watts per square foot of room may he increased by two percent per foot of ceiklmgheight above nine feet. 6) Reserved. 7 F or conference mom and offi ces less than I Sod with fug Wight pa bons, a Unit Ughtng Per AH mmce of 1. 10 wlf may be used. 8) Reserved. 9) For i da o r sport tournament courts with adjacent spectator seating over 5,000, the Egli LigNing Power Affowance for the court area is 2.60 v ft . 1 o Display window flumination installed wft to 2 feet of the window, provided that the display v ndow is separated from the retal space by walls or at least three-quarter- ei It parftons (transparent or opaque). and Ughtng forfree-standing display where the lightirxj moves with the display are exempt. n additional 1.5 w/ff of merchandise display luminaires are exempt provided that they amply with al three of the fo own : a located on ceffin-mounted track or diredly on or recessed into the ceiing itself not on the wall). h adjustable in both the hodEontal and vertical axes (vertical a s ordy is acceptable forf cores ent and other fires with two points f track attachment). c fitted with LED, tungsten halogen, fluorescent, or high intensity T charge larrps- This additional lighting power is awed only if the Ighting is actually staffed. 1 Provided that a floor plan, indicating rack loca on and height is subm''tfted, the square footage for a warehouse may he defined, for computing the interior Unit Lighting Power Aflovmnce, as the floor area not cored by racks plus the vertical face area (access sl*de o ry of the racks. The height allowance defined footnote 2 apples only to the floor area not covered by racks- 0 R. S 2006 Wash! :4 to] z f-'11 III I on State Nonresidential U t YA r6i P;' I once Form OW Washington She NonresidantW Enefgy Code Conte nce Ferns RevisedJuly 2007 Pro* ect Info Project Adds t Date For Building Dena ent Use �+ 0 Applicant Name-, A /)W Applicant Address: Applicant Phone. � � };4 � •.i �. � :�. }: �.-. S .. fir^ . ' Project Dest fion Q New Building Addition Atteratian hange of Use I Compliance Option Prescriptive Component Perfoffnancf: {See Dedsion Flowchart (aver) for qualifications) Seattle EnvStd Systems Analysis Space Head Type fl Electric resitstance 0 AH other (see over for definitions) Gl"1012ing Area Calculation(rough Total Glazing Area Electronic version,.- these values are automatically Taken from ENV-UA 1 opening) Gross Exterior Nate: Below grade walls may be included in (vertical � overhd) di►rided by �Vlfatt Area ftmes "I QO equals % Glazing the Gross Exterior Wall Area if they are insulated to the level required for opaque/I = X 100 -a Z4 ConereteflVlasanry Option� Check here if using this opfion and if project meets all requirements for the Concrete/Masonry �� Option. See [)ecsion Fkwrchart (over) #orquatffica4ions. Enter requirements for each 0 no qualifying assemtty below. fl Yes Cheek hate if us rg semi -heated path and if project meets all reyuiremerft for semi -heated Se -Hewed Lath 0 RO spaces as defined in secton 1310. Requires other rise[ heating and quatifi}ing thermostat. duty wall insulatcn requirement is reduced (2006 change). Only available in prescripfire path. Envelope Requirements (enter values as applicable) Minimum Insulation R- ues Roofs Over Attic All der Roofs Opaque Wa llt� Below Grade Walls Floors Over Uncondftioned Spam Slabs -on -Grade Radiant Floors Ma)dm m U rs Opaque Doors erfical Glazing Overhead Glazing M SGC(or SC Vertical/Overhead Glazing 1. Assemblies Notes: Opaque ConcretafMasonry Wall Requirements Wall Maximum U-actr i _1 5_7 continuous ins) CMU block walls with insulated cores comply ff proms quariftes for Concrete/Masonry Option, list walls with C ufft•'OF below other walls must meet Opaque Wall requirements). Use descriptions and values from Table the Code. Wall Description Cincluding insulation value & position U-factor Lf two,", {° ' t- # AA-�� . PaoSze k � A. /G l/ e. CAM 7 44-Cu. W1+,L ec Z460,7?0 Alew .r x P_in, nE?�,� U 'A 2006 Washi 0 0 State Nonresidential #} Ul&11 I 111" 42" iance Form r1 O Washingtm StatD NonrasidenW Energy Cade ConV&srme Fomis Revises July 200 Project Address ,�Date Space Heat Type Electric resistance 0 All other For Building Department Use Glazing Aira s % gross exterior wall area Prop. Max.TaTget Concrete/Masonry Optiara 0 Yes 0 No Notes: If glazing area exceeds maximum allowed in Ta le, then calculate adjusted areas on back (over). Building Component Proposed UA Target UA L i st components by ass a l ID & page # U-factor X Area = U X factor x Area = x A) = Plan ID: = Plan ID: Glazing % Electft Resist. Other Heating -�-CD U=Plan ID: 30% 0.40 0.55 = Plan l : 30-45° see note above 0.45 Plan I U= Plan ID: = Flan I: U= Plan ID: CD = Plan ID: Gla I % Electric Resist. Other Heath - Plan I, M0 = Plan ID: 3 ° � see note above . a ,� = Plan I: U= Plan I a T- -c U= Plan ID: id != Plan I Plan I: Cr 0 = Plan ID: l-ectc Resist. {ether Heating U= Plan ID: o.6o 0.60 R= Plan ID: R= Plan I: Electric Resist. 'Other Heabng R= Plan ID: 0.031 _ 36 R= Plan ID: �. R= Plan Ili: Electric Resist. Other Heath R= Plan ID: 0.034. 0.046 R= Plan l: R= Plan ID: ' R= Plan ID: R= Plan I: Electric Resist. Other leafing Cr R= Plan ID: Fr e- .062 0.062 cu CL R= Plan l . Pr m Mb 0.062 0.109 R= Plan ID: Mass Walt 0.15 0.15 "Note: soar of Target Areas Isere should equal Target Opaque Wall Area (see back) + see mass wall Cr eria ' R= Plan ID: R= Plan ID: ileac Resist. Other leafing R= Plan ID lnt Ins 0.062 0.062 0Note: if insulated to levels required for opaque walls, list above v4th opaque walls :: Ext f ns 0.07 0.07 C R= Plan 0: -6 R= Plan ID: Electric Resist, Other Heating 2 C R= Plan ID: 0_ 20 0.056 R= Plan I: R= Plan ID: R= Plan ID: Electric Resist. Other Heating co R= Plan III: = .54 F=0.54 R= Plan l (see Table for radiant floor values) *For CMU walls, indicate raore insulation material. Totals Totals. To comply: 1) Proposed Total UA shall not exceed Target Total 2) Proposed Tel Area shall a :at Target Total Area 7/ K/ea-;� kP &1611714N A10 611A-VL14&r 7Z> 1:�UIIIV4 ! Z-0 A46,4",o 7LO;r t Ica VWZ �oreP A4CA.-# kms-fx y ��PA. SPA � �L # if. t _' pit CITY OF EDMONDS TRAFFIC IiVIPACT ANALYSIS • Name of Proposed Project: WORK SHEET 0�vner/A itant: Applicant Contact Verson: Name } Street/Nfaifing Address city State Zip Telephone. Name Street/Mailing Address T # City State Zip Telephone: Traffic Engineer who prepared the Traffic Impact Analysis: F=' Name 1. PROJECT DESCRIPTION a. Street address (if ktiouw): b. Location* ontact Name �j (Attach a vicinity »pup and site plan.) C. Specify existinuland use: :T 3 loop- d* Specify proposed type and size of development: Pf e. When will - cconstruction -0 9- Define proposed access locations: Vmo: epleted? � . Awl IL ?AJ Define proposed siglit distance at site egress locationse s f Page 1 w Five Years After 0 enino LOS*w With Project: r Withotit Project* : T+ r+ Note any assumptions/variations to standard analysis default values and J ustif cations: 4 t L� r 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.8A`2-0. 12..0 , except as othernrise provided for independent fee calculations in ECDC 18.82. 130* _ ��4`�/'✓It-a,�tli �✓G Ili1( 1Av� C�T7100� • �1l✓t1t6 �vi1; v'�l�r��l�lr��j n� t1 �s/cJ;�/ � L4env,�rd f rflhnu t14 I T, a i w 4,2 IP2, Somd /.0 14P 170&7, s )ezp .... 0 outside siding 18ga. 611)c2lt protection flash'g. (2) 1/411 polyur. sealant beads at each leg "n Boa rev. exist'g. asphalt inside (2) 1/4" beads "Sika-flex 1 a under new wall 2x6 (install per manuf) PT sail cane. slab C l Sill at New Work (revised) 3 Scale: 3/4" =1'-0" REVISED PLAN APPROly CITY OF EDMONDS BUILDING DIVIS vc0 .: PLANS EY.,ANIINER ` _ _ �� tom.;�+ _�-i � a.r�YLA�� i• ai�.a 21010 76th Ave. W. revised detail Boa Plan Check # 2009-0156 r Bldg. Insp. 10/17108 . _ j C I ez 301�_ &/)/Sm 7 'UILpIPSG DEPI..'SM4ENT CITY OF EDMONDS 67181REGISTERED �IARCH CT 5TE EN C. WAITE STATE Of WASHINGTON'