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BLD19880415I GEN RAL DOTES A j P UJLL;,l DATA � ��AIV-ViNU IN IX Y 11 E M :/{GLTrR+ fIi-w:l.•.,.. s,..vnylgYx •IM4.S4C yr sJ»L.l /u.lw+J a+�K.itgq.ik 1. All construction shall comply; with the 1985 Uniform Building Code, as revised by City of Edmonds, Washington State Regulations for Barrier Free Design, Washington State Energy Code, and all applicable local codes, ordinances, and standards. 2. The Contractor is to verffy all existing conditions, dimensions, details, etc., and notify the Architect of any and all discrepancies prior to proceeding with the work. 3. The Contractor is to remove and properly dispose of all debris as a result of the demolition required. The Contractor is to verify with the owner all items, ie doors, toilets, etc, to be stored for reuse prior to disposal. 4. All work shall be applied in accordance with the manufacturer's latest recommendation of written directions 5. Do not scale drawings, dimensions govern. The Contractor shall notify Architect immediately of any and all discrepancies. 6. h All dimensions are to face of stud or centerline of stud, or face of foundation wall unless otherwise noted. 7. Where construction details are not shorn or noted for any part of the work, the details shall be the same as for other similar work. 8. where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items or parts as are required to properly complete the work. 9. It shall be the responsibility of the Contractor to locate all existing utilities whether shown hereon or not and to protect them from damage. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with execution of the work, 10. The Contractor will verify and conform to all requirements of all utility companies unless otherwise noted in the plans and specifications. 11. Existing elevations and locations to be joined shall be verified by the Contractor before construction. If they differ from those shown on the drawings, the Contractor shall notify the Architect so that modifications can be trade before proceeding with work. 12. All debris shall be removed for premises and all areas shall be left in a clean (broom) condition at all times. 13. The Contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times. 14. The approved plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information. The Contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda, and change orders, on the premises at all times which are to be under the care of the job superintendent. 15. The Contractor shall be responsible for the complete security of the building and site while the job is in progress and until the job is completed. 16. All work shall be guaranteed for a period of one (1) year after completion, unless otherwise specified, and shall be so stated in C.ontractor's written proposal and agreement. All repairs, corrections, discrepancies, etc,, must be made without any additional cost to the owner, and within. five (5) days after notice is given. 17. All operations conducted on the premises shall not be objectionable beyond the property boundary lines by reason of noise, steam., odor, f u mes, gases, smoke, vibration, hazard or other causes. 18. Lathing, plaster, and gypsum wall board systems shall conform the Chapter 47 of the 1985 U.B.C. 19. All exposed gypsum board to have metal edges at all corners and wall intersections. 20. All glass and glazing shall comply with Chapter 54 of the 1985 U.B.C. and the U.S. Product Safety Commission: Safety Standard for 4 ArchiteO Ura1 Glazing Materials (42 FR 1426; 16 CFR part 1201). -I S 21. The Contractor shall verify all door and window rough opening x` dimensions with door and window manufacturers. 5 22. Mechanica1 ventilation in all bathrooms shall be capable of five (5 ) 4 f air chances per hour. 23n flat water I Qers shall comply with the requirements of ASHRAE 90- I 75 axici b(� vented to exterior. y t 24. Fx[ ��.� lls IWI� ill rainatian shall conform to the 1985 U.B.C. Chapter 25. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort. Fire extinguishers: verify requirements and location with Fire Marshal. The Contractor shall supply extinguishers and cabinets, as required. 27. Flammable liquids shall not be placed, stored, or dispensed in this occupancy except a provided in N.F.P.A. Standard 30 and the current Uniform Fire Code. Permit may be required. 28. All drapes, hangings, curtains, drops, and all other decorative material, including Christmas trees that would to to increase the fire and panic hazard shall be made from non-flammable material, or shall be treated and maintained in a fire retardant condition by means of a flame retardant solution or process approved by the County Fire Marshal. Provide a certification to this effect. r Exit doors, exit lights, and fire extinguisher locations shall not ` e concealed or obstructed by and decorative material. B. Minimum flame spread classification of interior finishes shall be per Table 42-B of the 1985 U.B.C. 29. Exterior joints around windows and door frames, openings between wall and foundation, between walls and roof and between wail panels, openings at penetrations of utility services through walls, floors, and doors , and all other such openings in the building envelope shall be sealed, caulked, gasketed, or weather-strippedto limit air leakage and eliminate water penetration. 30. All service water piping and piping within the building to be insulated per Washington State Energy Code. 31. All wood members in contact with concrete shall be pressure treated. 32. All sheet metal fasteners to be of the same material as sheet metals used for flashing, Where connection of dissimilar material occurs, provide adequate protection to prevent deterioration. The protection shall include, but not be limited to, an insulation coat of a bituminous paint between all dissimilar metal, 33. Install roofing per manufacturer's specifications. Plywood deck shall meet the requirements of the roofing manufacturer's specifications including the limitation on the recommended moisture content of the plywood. 34. The contractor shall provide temporary water, power, and toilet f acilitie s . 35. There shall be no deviations whatsoever from the contract documents without the Architects written approval thereof. The Contractor agrees to defend, indemnify, and hold the Architect harmless from any claims arising as a result of unapproved changes. 36. The Contractor shall secure permits required by the Fire department prior to building occupation. 37. All downspouts, footing, and foundation drains shall connect to the existing storm drainage system. Downspouts shall be tightlined separate from foundation drains. overflow drains having the same size as the roof drains shall be installed with the inlet flow line located 2 inches above the low point of the roof, or overflow scupper having three times the size of the roof drains may installed in adjacent parapet wall with the inlet flow line located 2 inches above the low point of the adjacent roof and having a minimum opening height of 4 inches. overflow drains shall be connected to drain lines independent from roof drains. 38. Grading, trenching, etc. Notify Architect for instructions prior to continuation of work should any unusual conditions become apparent. 39. In combustible construction, firestopping and draftstopping shall be installed to cut off all concealed draft openings both vertical and horizontal and shall form an effective barrier between floors, between a top story and a roof or attic space. 40. All gypsum wall board shall be 5/8" type X unless otherwise noted. Water resistant gypsum board shall be used in the restroom and in the maintenance rooms. 41. All glass and glazing to meet the requirements set forth in the Washington State Energy Code. 42. Past the street address numbers on the building so as to be visible to the public, 43. Building shall comply with air leakage control requirements of Section 405 of W .E.C. 44. Contractor shall comply with lighting power budget of the Washington State Energy Code. CIFIO*C DISU4"'k UNT 45. Lavatories in restroom of public facilities shall be equipped with outlet devices which limit flow of hot water to a maximum. of 0.5 galltain. All sprinkler heads shall be adjusted as required to provide for a ceiling height as shown of the reflected ceiling plans. All sprinkler heads_ and piping shall conform with all applicable codes. REVISIONS Name of Project: Project Address: Project owner: Architect: Structural Engineer: Authority: Zoning: Architectural Desig Seismic Zone: Proposed Use: Occupancy Group: Construction Type: Building Area: Occupant Load: n Board #: CITY OF EDMONDS BIDC. DEPT. CONOIT- NAL PERMIT WORKw 4X McAVI^91 ADDRESS 2W111 &tfINNr ff D W N ER� 1JPCC3 4*11 APPROVED DATEw b -1431 - 8S BY (,,AM-C aw,-P� 13LDC1. OFFi131IAL KEEP 'i'HESE S` AMIPED PLAN:-.} ON KixSl`fE FOR ALA. 1 s PF'`: 'loiNs �- 'SHEET PERMIT Nam OF Pacific Discount Center Highway 99 and 242nd Street Southwest Edmonds, Washington 98038 Mr. Robert Siew and Partners. Freiheit and Ho Architects, Inc. P.S. Evergreen one Building 10940 Northeast 33rd Place Suite #202 Bellevue, Washington 98004 (206) 827-2100. Nelson-Bourdages, Inc. P.S. 11411 Northeast 124th Street Suite #230 Kirkland, Washington 98034 (206) 823-6667. City of Edmonds, Washington. CG. ADB-1 14-86 Zone I 11. Retail and Existing Warehouse B2. v-1 hour, Building is fully sprinkled. Excluding Warehouse at rear of building Main Floor: 64,000 s.f. Mezzanine Floor: 24,500 s .f. Total: 88,500 s.f. Excluding warehouse at rear of building Main Floor: 2,133 occupants. Mezzanine Floor: 490 occupants. Total: 2,623 occupants. PARCEL A: A portion of Tracts 1, 2 3 and 4, "Lake McAleer Acre Tracts" according to the plat thereof recorded in volume 5 of Plats onpage 48, records of Snohomish County, Washington, described as follows: Beginning at the Southeast corner of above said Tract 3; thence North 0045,50" East, along the East line of said Tract 3, 634.13 feet to a point 10 feet South of the Northeast corner of Lot 3; thence North 88*29156" West parallel to the North line of said plat, 201.64 feet; thence South 0043157" West, parallel to the West line of above said Tract 3, 176.96 feet to a point 135.00 feet North of the South line of North one-half of said Tract 3; thence North 88028107" West, parallel to said South line 130.00 feet to the East line of above said Tract 2, thence North 0043157" East along said East line, 176.69 feet to a point 10.00 feet South of the Northeast corner of said Tract 2; thence North BB°29156" West, parallel to the North line of above said plat, 130.00 feet; thence South 0*43157" West, parallel to the East line of said Tract 2, 125.00 feet; thence North 88°29'56" West, parallel to the North line of said plat, 218.43 feet to an intersection with a curve on the Easterly right-of-way line of Highway 99 (Center point which bears South 64017103" East, a distance of 2814.79 feet); thence Southwesterly, along the arc of said curve to the left, consuming a central angle of 9056'56", a distance of 488.72 feet; thence South 74913156" East, on a radial line of said curve, a distance of 10.00 feet to an intersection with a curve on the Easterly right-of-way line of Highway 99 (Center point which bears South 74013156" East, a distance of 2804.79 feet); thence Southwesterly, along the arc of said curve to the left, consuming a central angle of 0056139", a distance of 46.22 feet to the South line of Tract 1 in above said plat; thence South 88'26'18" East, along the South line of Tracts 1, 2, 3 in above said plat, a distance of 848.72 feet to the true point of beginning; EXCEPT those portions acquired by or conveyed to the State of Washington for SA 104. (SEE NOTE A) PARCEL 8: That part of the North 135 feet of Tracts 1 and 2, Lake McAleer Five Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 48, lying Easterly of State Road No. 1 (U.S. Highway 99); and EXCEPT the North 10 feet thereof conveyed to Snohomish County for road by deed recorded under Auditor's File No. 693550; and EXCEPT that portion conveyed to the State of Washington for Primary State Highway No. 1 by deed recorded under Auditor's File No. 1646398. C it r #�ur'al Cover Sheet A 1.0 Site Plan A2.0 Main Floor Plan A2.1 Mezzanine Floor Plan A2.2 Enlarged Floor Plans and Details A2.3 Enlarged Floor Plans and Details A3.0 Building Elevations A 4.0 Wall Sections A4.1 Wall Sections and Details A4.2 Wall Sections and Details A4.2 Details Structured ed S l Foundation Plan S2 Mezzanine Plan S3 Roof Plan S4 Miscellaneous Details S5 Miscellaneous Details Z Q N E ��-sw w J . Iw SETBACKS: FRONT" . 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L*4C, 6 , r t % I � ir it s ; T T)I'FIl, { ttI I 7Pq1rr ) I + ~ 1,10 Ilk lob Lill -k Tilk _- MOO �_.Yw.__�_rw..• t _ y. _...�.{.�..T h -yT -'� ` , 1`'_,.� ` � �' �` � ! J t • ' .- w--.-.a__..= 6- y �w..,�F..l{-^1r_-n^��^^i'--"'j�[•j - •�---1�•_+r„_'}"'4`.H-`' .-- r�....«�r_ � � •.+•Y •wn"" i �.� - 1 �Mrr`w,nMiuY.gi�� - r r ' + �„ a • •fir-.t..-.-j��-i.»v-,-i-.-..-4µ^ii-,i,.r+�,- _.7 �--•+� +'�' r..+_-i'.....^�' y 1 i ! ' .`-. « e t iii aar� � r .,� � ' � �-4 r'.".'.""'J� �'Y/r �� "1iY i� �� 1 r-.-.....�- i .va..tir .-,}. t^�-._-'t'--�'r...,y......f.... ...-"1r--•�'.. '� AI. ! , �i r j)) i .�� r •i-..a. vr...�._... 7 �i. .--. *.. M- _i• ..» ._-... • Y:�. {f 1 ,•k i _r--++-d..nV,• .. d...•k.•.,.4-«.i- •I-•_ _,..�....— -._r u. 4-a. ,. ` i + � _ .�_ �. '•._ __�' " �J2 rr ��r - 4, ' f ( If �t � �j it E 1 _�- ELEVATION MIEN" RETR �NI oMElu'S SIMILIAREQUIPMENT CREEN TYPICAL PARAPET D�ETA�_I�.� • _ • lrn--,•__...:,r•bi«b••Y. vF-r.•-T..T•bIM'-• T.•I.A w.r'N•M.w+TT rT fwTrY'+.-,!_+a+Mr/FF_ ur.. a..,.._r__•w..ww...—._n.n-.--_-} ti•- r...w.rww.w•w_ __- r—+- _..rr„ _rr.+ _ ._.•.. .-« .•a nw- +« - . « _ n--_n r -.a, _ -r . ...•• r , • -'_ _, .-r _.-ten • Y- , r , ^ 1 � .www.w.,,.,l—w-tyr•--+M�..++I�•..w.c--.•wnnu�,•.••-,-T �wM�r rIt I �'.v'.'•._W'M'..r-y.-.r+.Y-w-n..,trn+V-.y.a1.�^�•.�Y-.1.er_.r...,_..u,-.-.._r_Y.r-__`-`._._�T'rnr^Yyl+.t-------.•. ,....+n..N-..r-Y_r.r--..__ w .r•1r.•• - �} 1 �� _ �! N . �! !� Il SCALE: 1 /411 — 11=011 SCALE: 3/4 1 0 SCALE. 3 1 W/ WOOD TRIM S vie r- 3 Y � i . �' IZI rjy r {t r �` 'do ��r+ i { L k yr r) t , I i] r T' 'y� a - 4 i .�_ .Jb ,».. - _ _ �_--+._ = �,-�- y..`.!`•'.K ., 1 1 +,....ti._ _ _'...'___-_ _.' __ - _•-'•� -r jj /'`� � ! � 1 1 * ; . - W114, ` _ .� ,� 'd' ; ^7--`..- .-..-_,F--.•_i__•..-_—..-a_-.. .. ++- f..... •. r—. r } ..,�,,... FX',r' � I _ i il' , - 3 - ! v' - r � f.••;' . • ._r..--i. ♦ .l t'-.....- Y k _ } - -; _ a .. .-'• -- _• � �� } .✓ jn..� 1 1 - i r IMN.M " •' ti iLr• `' r� ,r P �•� 7 I i _ ) k,- f— .'y�.�.-.,.t.._.., ; ...• ,.y 1 -i f _ '�. __ t I _} . wy..,•. .{- -, . . ] r. n�v' a 1 yA 4,, k Yr it �,�.f!' y CLAM• ' ' F[ C •1L9!!. ICAO !M � 1 r I ��'1/ 1 i , i sa i Y 41 _ sELEVATION MEN'S RESTROOM ELEVATION MEN'S RESTROOM i r _.— �•� f ff 1 1 , r A, 6406f ...w.l._....-lew.h._.rtl�.. ... .+a. .....r .. ..v - r, .sv.--.�.r ..r„-..-_--,- ., _...mr .r --_r-' _.. ..--'•--- __ .-. u - - a _w _.. .. .. ., ,. M - - +,...... -. _ - _ _ _. ..._ _ r .- . r . r - - - ..., .. • .{ ■ 11 1 11 { � r 11 I� 11 1 AL ,, SCALE: 1/4 -- 1 -a WOMEN S SIMILIAF } SCALE. 1/4 1 1NOMEN S SIIVIILIAF� w....•v.+' �� j-�' z -ti 1 ,C4 �t ,+3�1 r J Y + j T - L.i..�' r m,4" L z I1 �J,1'f. �` i 1' 7 F • L .- �.n� f •r../r ! r �� I'v , r F ' I f •'f ..-..-,........r.e.-•tAIIF � J r 1 ti....�_` ti ,... _ «r--...+........__.. - _ -4..� �� 4 � � ._.._. �[j '._.a:.�+,"F-- ,-• ,. obi r- . '� ! s� �- ff� # , _ '' �•^�'��"y� ��III� �_. j i rJ c I •. i a f 1 a.r t^+r.j 5,f9 /� i.J� � `�' 4.-�' 1 .1, j v � WMn �� _ '`�. �+ i �`� j r 4 � rZ ,A/ 4-4- 4�; M- (:;�)TWEL4<�,Tv kk ll i 3! i ' y • r cool Ir 4 % r Lodi r � .,w«ram ! ...--..-....w..-•....-... � 1 ""r% i 7� w TYPICAL PARAPET PILASTER TYPICAL DETAIL PILASTER DETAIL VNAY 311 _ 11_011 I� SCALE: 3" = 10.01� SCALE:3/411 1 Q 1 i � E REVISIONS REGISTERED L, DRAWN BY SHEET ARCHITECT C IFIC DIS OUN C N T IV., . z DATE si iTtp 041 7 F4C /=r HY � R E OF WAS ! �GiON Dr A ITEC'T(S, INC., PoSe PROJECT NO. OF EDMONDS 1 ASHi l GTON i Evergreen One, 10940 NE33rd P1aee, Suite 202, Bellevue, WA98004 (206) 827-2100 l �� ., I I .. .... . . / . . • a .... a 0 .,L. : 5 /8" TYPE X GWB. ... .. a }/y�� ••a• ♦ • r ♦ empe!� • EACH 1H SIDE I • • • . r a _ , • • • • • . ri • :::• • • :••■' f : a • '• aa • *• Gay �.r" 1� 1 *..`/■•y� '"�II ... • .2X6 AT 24 �/ " .•. • . • a r•i a L• • . . • . • ! :•: ' .. ern rl r.. •-- - - - - F\ L�� 1'� —r . • • • • ■. • a a OAK DOOM JAMB. �--- 1--- ___ _ w � ! " I �. C� vim,. � , .. �..�.�.....��1_..,_....�. __ ...__ _-�. } �� ,�i "'�•"� I I� f-�"�M �^+� 1 RABBET ! O — T� ��Ir�+�l , f � ��1 f - ,. SHAPE. STAIN. � % __ � Piro f 1—tt 1 / 2113 / 411 OAK v --- -� C o TRIM. STAIN. (7"f I�� TYPICAL.-.� -' Is,/ JI r o � , SOLID CORE WOOD000 u , DOOR WITH 1/4 __.. _ - . �, / Cam.-•�,-�. �:. =, ' '. SAFETY GLASS. STAIN. I DOOR JAMB '1 I f 1 I I •V SCALE: 1 /2 SCALE i 1 GRIDj I f f EXISTING WOOD I I ' COLUMN TO COL CL j 1 Il I _ I 1 REMAIN i FOR ADDITIONAL , I ! NOTES SEE t a 2X6 WOOD STUDS / I ; I 1 I 1 GRID ,.� AS REQUIRED.ogl�- - NOTE: FACE OF 5/8 , we,J , 1 ' I .........•.....••..,! .......•....... Otto .+ TYPE X GWB TO I i t- E 1 ALIGN WITH FACE I , OF EXISTING WOOD COLUMN. r 1 I , I I PLAN DETAIL +� �. 11 # YI •�f SCALE: 1 1 /2 zx 1 -O I 1 V 1 I i All I 1 - , i I I 1 �j�/ I 1 I I 1GO ri I ( CO �-,;GaTTIP) _ ti V E 1 � ti SCALE:3 f 4 —1 -O I I I I , ' I '��t"" �.' � . �' � 18 R}•a deals ,, � SECTION SECTION SECTION ' " SCALE:3 4 —1 -0 SCALE:3 4 —1 -0 1 'I l 1 ��_ � �� SCALE:3 4,�-1 �_O, ..., 11 SOL I D CORE WOOL 1 / 4 SAFETY 1 / 4 GLASS DOOR WITH 1/4 � GL ASS.TYPICAL. TYPICAL. SAFETY GLASS. -- _' --_ � STAIN. I IA-" . � i � 1 "X I " OAK STOPS, STAIN. 1 "X 1 " OAK STOPS. 2 1 ra" ' - TYPICAL. STAINI♦ TYPICAL _ � I OAK DOOR ,JA11/IB. 1 I4 " TYP, Lddi RABBET TO /JJ 11 3/4" OAK. SILL. STAIN"- OAK JAMB. STAIN. •1 / • / ( r �`I I �I SHAPE, S A AN• 1 �G� ; I �� ! , I 1 1 /4t TYP. t --� +•' E I fi � a L. _ ♦ \ ... s r .� N' - �1 , j l 1 /4" SHIM. I III• 11 1-1 /2"ej X /4" OAK 1 /4 _ �l 1, of 1 1 /12 X3/ OAK TRIM. STAIN. is TRIM. STAIN. . - , ` ; 5„X3/4" OAK TRIM. TYPICAL. 1 t { _--•- TYPICAL. .. •... qL Pk STAIN. TYPICAL .. a • .... 1 /4t TYP. a , r w • ••+•• • ■ i :■ • N 11 4 Ar■■■ 1 X I OAK STOPS. " i1 1 {c; 1jj ■••• 1 _•Y1 YAK STOPS. � I I � ;::::: •;:;:;:: 5/8" TYPE � GWB EACH STAIN. TYPICAL. _ C • •:.• • • •••.•.. STAIN. TYPICAL. IY 3 \ ' . XI!✓A.M 'b` fly ,i ! .r { I 1 • :••• • . :•�•�. ..•.•. • - SIDE. TYPICAL. 4 1/2r ff • :::a ; ..:.:0 1,.: 1 / 4' ` GLASS OR 1 14" SAFETY' __- I Good L(3) 2XG WOOD PLAT GLASS GLASS e �, NOTE BOTTOM PLATE TO WHERE REQUIRED. GLASS WHERE .... TYPICAL. REQUIRED. 1 � ._ _ --- c,T�.. BE PRESSURE TREATED{ 1w 1.. n11 .. ro •ry -ten-. I. 11__rn. r _ .__., •1•• IIY .c.-.m .— +.^. Mf} .-..r. Y....o+nNw.wlrw..w.+•rYx.s.rwawal+T•_auF•+yagM•l@I.15T.A//l 4 ....._.wrr.rW 1 . ala so low • r . • i D• dope..•.•.. .... TYPICAL. ... • •:.•.. FINISHED FL00R LINE, 1 ELEVATION AT STAIR B �'�! SILL AT RELITE INTERMEDIATE JAMB AT RELITE DOOR JAMB RELITE � J COMBINATION SCALE .114 1 - 0 .' SCALE: 1 /2 SCALE SCALE: 1 /2 SCALE •'� SCALE: 1 /2 SCALE REVISIONS w DRAWN BY SHEET i�20 fe:11/f ot�� 21ama XPE2 762 < T REGISTERED a � S M CIF C DISCOUN C NTER ARCHITECT z DATE A4m2 5/ 12/88 ADCHITEC le), INC69 P QS* TATE of WASHINGim PROJECT NO. OF EDMONDS9 WASHINGTON Evergreen One, 10940 NE33rd Place, Suite 202, Bellevue, WA98004 (206) 827-a2100 8 7 � 1 7 5 X.: • ::■ • . • ' :■: • -- 5/8" TYPE X GWB. EACH ... ,. ••■•• • •••••• • b 3/4 ':i •'•'• r ��" TYPE �� SIDE. NOTE. PROVIDE y :•+ ' • ■ • • Same*sea ••• EACH SIDE.TYPICAL. METAL CORNER BEAD AT ... now* Save . .. . • : a • ALL EXPOSED CORNEAS. ... \ .. •.•., • ,. ................... . ....... • .•: . ::;.;:• • 2X6 AT 24" OC. GRID TYPICAL. • •:: • •.•.•0 a •i.e. • .f �•. . " " OAK �� • 1 — 1 / 2 "13 I 4" OAL TRIMS b 3/4 a .•,` • •��•'` TRIM. STAIN. . : STAIN. 5 5/3 TYPICAL. ...._ 1 /4" SHIM. a 1/4M ■ `p. 1 /4" SHIM. 1 "X 1 " OAS STOPS. STAIN. G"Gx 3/4" OAK JAMB. STAIN 1/4" GLASS. I"x1" OAK STOPS. 3/4" OAK JAMB. SWAIN. STAIN, TYPICAL. WOOD BLOCKING AS 1 / 4" SAFETY REQU I RED. GLASS.TYPICAL. JAMB AT RELITE (HEAD SIMILIAR) DETAIL AT JAMB . SCALE. 1 /2 SCALE SCALE: 3"= 1 '—O" GRID EXISTING WOOD COLUMN TO REMAIN. FOR ADDITIONAL NOTES SEE A ■ 2X6 WOOD STUD WITH ..�.•.•.•.- •.•.•••.•.•. 1 /4" SHIM. GRID NOTE: FACE OF 5/8" TYPE X GWB TO ALIGN WITH FACE OF EXISTING WOOD COLUMN, ...... .. . .................. ■ ■: 2X6 STUDS AT 24" O.C• so WITH 5/8" TYPE X GWB . 4-4 62 EACH SIDE. TYPICAL. PLAN DET A I L SCALE: 3„= I'_O" GRID FOR ADDITIONAL NOTES w t SEErTN� A4.S) 2X6 WOOD STUD WITH 1 /4" SHIM. NOTE: FACE OF 5/8" TYPE X GWB TO ALIGN WITH FACE FO EXISTING WOOD COLUMN. 2X6 WOOD STUD WITH GRID Fe 1 /4" SHIM. FOR ADDITIONAL NOTES SEE EXISTING WOOD COLUMN TO REMAIN. PLAN DETAIL SCALE: 3'`=1 —O" Y - � . f • f 4 •+..•1 • 5„ TYPE GWB • . - ..i .yr • ONE SIDE ONLY. .. . .., +•a .. . . . . EXISTING WOOD BEAM TO REMAIN. ..GX 1 - 1 / it "X 3 / 4' F OAK TRIM. STAID. — TYPICAL. 1 I4 " TYP. h 1 /4" SHIM. F 3/4" OAK HEAD. STAIN. 1 "X 1 " OAK STOPS. STAIN. TYPICAL. 1/4 It GLASS. HEAD AT REL ITE TYPICAL. SCALE: 1 /2 SCALE REVISIONS $555 Ew DRAWN BY SHEET ' �' � � REGISTERED A A4m3 -_ ARCHITECT D S M 110 PACIFIC DISCOUNT C -N ER z DATE RFNIt Kt 5 112 18 8 AQC111TECTcS,, INC,,,, P, a eSeClot STATE OF WASH11grlog PROJECT NO. OF EDMONDS9 WASHINGTON Evergreen One, 10940 NE33rd Place, Suite 202, Bellevue, WA98004 (206) 827-2100 8 7117 5 .1— GENERAL NOTES 1 2 3 4 5 6 7 3 9 10 11 12 13 14 15 16 17 18 19 CODE; UNIFORM BUILDING CODE - 19€35 EDITION ��-a" LIVE LOADS r rr r r rr r rr i r r a r r rr r sr r rr 20-0 20-a 20-020-a 20-0 2a-O' 2(r-e 20'40 2or—o' 20 =o' 20�-0� 20'-0� 20 -0 I At 20-0 20-0 20-0 20-0 20'-0� ROOF ........................25 PSF FLOORS, , , , , , , , , , , , , , , , , , , , , , 075 PSF (RETAIL) W/20 PSF PARTITION .40 DEAD LOAD I I � - I j I I I I I I I l ( I I I . I BASIC WIND SPEED .....,,....8Q MPH EXPOSURE C . I I . I I I I I I I I IDasTrNG WAREHOUSE - I I SEISMIC ,.........,.........ZONE 3 (NO WORK IN THIS AREA) FOUNDATION 1 ASSUMED FOOTING BEARING PRESSURE..2.0 KSF ON COMPACTED STRUCTURAL I I I I I I I I I I I FILL I3 3 COEFFICIENT OF BASE FRICTION: 0.35 I w w w w o CONCRETE I I 1 I I I I I I � I I I oc•, MIX SUBMITTALS TTALS SHALL MEE T UBC OR ACI318 STANDARDS IN ESTAB.. LISHING PROPORTIONS FOR SPECIFIED STRENGTH. . . . . . . —� � — — — � �— — —Y.YY -- 1l— .� � — I—IY./1. �— � —� �— — �— — — — 6i — w1�1 — — �11—. � — �Y -- — �— iYl.� . . . . . • 4'-, h • j}y`,fs` ° REGARDLESS OF METHOD EMPLOYED, ALL CONCRETE SHALL CONTAIN �-POZZOLITH NORMAL AT 4 OZ/CWT CEMENT MINIMUM. I 1 I I I : 1 I I ICONCRETE, I . I I I LU P• S M (A) DO NOT EXCEED 4 INCH SLUMP EXCEPT AS FOLLOWS. I I ArA*N SLUMP MAY BE INCREASED BEYOND 4 INCHES BY INCREASING THE DOSAGE TYPTYP I OF POZZOLITH NORMAL 1 OZ/CWT CEMENT FOR EACH ADDITIONAL INCH OF , I I I I I I I I 8 � SLUMP DESIRED U I P TO 8 INCH MAXIMUM B S OVER 8 S4 Sl ( ) ( ) LUMPS 0 R INCHES FRAME �--• --- PLACES ` �,,...... — - - — ...... ,� MAY BE ACHIEVED ONLY BY USING POZZOLITH 40ON SUPERPLASTICIZER AT MANUFACTURER'S RECOMMENDED DOSAGE, NOTE: ENGINEERS APPROVAL REQUIRED! � � ..� � � FRAME Q v USE OF WATER TO EXCEED 4 INCH SLUMPS STRICTLY FORBIDDEN! S4 I , t 1 I I I ExIsnNG BEARING WADS I I I I I Q 1 C I � ACCELERATED SET OR EARLY STRENGTH CHARACTERISTICS MAY BE ACHIEVED . TO ICE REMOVED � G I E BY USING POZZOLITH 500A OR POZZOLITH 555A NON -CHLORIDE ACCELERATORS, USE CALCIUM CHLORIDE WITH ENGINEER'S APPROVAL ONLY SC MINIMUM CONCRETE STRENGTH (28 DAYS). I I I I I I ( I I I I o I • 'N ALL F00TINGS & FOUNDATIONS....... 3,000 PSI ARCH COLUMNS,,,,,,,,9,,,,,,,,,,,,4,000 PSI rF:t a o f s� . E AIR -ENTRAINMENT 5 o TO 7 X 2'-6" X 1'--0" G , - AIR ENTRAINMENT IS NOT REQUIRED ON ANY INTERIOR S � : I Q OR SLAB OR GRADE -'`W%�� EA WAY EXISTING BEARING WALLS �� _ EXISTING BEARING WALLS r v BEAMS. TO BE REMOVED r, y�.�-- I I 1 I I I TO BE REMOVED I I � � � MIXING AND P OPT � � ._ LACING OF ALL CONCRETE AND SELECTION OF MATERIALS `�� ', �- SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318-83. ABOVE � " - ,__� �. I PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A I. F s O r DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR '-6" 2 `Bm X f �-D" FTC EXCESS FREE SURFACE WATER. 3/4 INCH- CHAMFER ALL EXPOSED CONCRETE r x I EDGE8� UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. W 3 EA WAY I I r ��I.. I I I I I I I I ' WATER CURING SHALL BE USED. cno at fti -- I REINFORCING STEEL , i I I I I I � I I I i OPP K S ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, `J GRADE 60 (FY = 60,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 1a A c BAR DIAMETERS,OR, 1 -7" MINIMUM UNLESS OTHERWISE NOTED, CORNER f - ilv 3 EA WAY s FTC BARS (1 ' - 7" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL A , WI(3) J4 I „t REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE "ACI MANUAL - - I 1 � o 22x�6DEEP I I I I 1 I I REINFORCED CONCRETE S4 - P �� N OF STANDARD PRACTICE OF DETAILING• GRADE BEAM TYP 8 PLACES) �� r STRUCTURES . -�193 -- - - �--r - -�-- FRAME COVER TO MAIN REINFORCEMENT TO BE FRAME r .........................3 INCHES _ FOOTINGS , I 'K FORMED SURFACES - WEATHER FACE ...1-1/2 INCHES I MEZZANINE ABOVE I 13II 1jI I I I I _ o - I I 1 - - INTERIOR FACE..,3 4 INCH I I I STRUCTURAL STEEL I I I I I I I I I STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS TUBE COLUMNS - ASTM A500, GRADE B(Fy 46rOOO PSI) I R BOLTS - ASTM A307 OR ASTM A325 WHERE NOTED I ALL OTHER STEEL - ASTM A36 (Fy = 36r000 PSI) I I 1 I I 1 I I I N I _ I i SIGN FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE DESIGN, AN LATEST EDITION OF THE "RISC SPECIFICATION FOR THE DESIGN, �_ I. — W. , . I. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BY WABO ..� I CERTIFIED WELDERS. o I I I I I I ®g ® ® © o © o ® ® v � � o MISCELLANEOUS STEEL TYP G Sl I -� MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 F -- 36,000 PSI). I29-ox 12r_ON WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY CERTIFIED WELDERS - USE FRESH E70 ELECTRODES. -- -. I MACHINE BOLTS TO BE A307, • STEEL STUDS AND JOISTS TNF ASIAN FOUNDATION PLAN ' � 1 SCALE f �6~ )' a� DEPTH, SPACING GA. AND SECTION PROPERTIES OF STEEL STUDS AND I - JOISTS SHALL BE PER APPROPRIATE SECTION, ALL STEEL STUDS AND I JOISTS SHALL BE GALVANIZED. PROVIDE TWO ROWS OF WALL BRIDGING �PER MANUFACTURERS SPECIFICATIONS. ALL STUDS SHALL BE FORMED FROM G - --- STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE D '1 (fy -- 50,000 PSI) STEEL SHALL HAVE G-60 GALVANIZED COATING y 2,510 ALL FRAMING COMPONENTS SHALL BE CUT FSQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS. AXIALLY LOADED STUDS SHALL BE INSTALLED 6 1 h - J - --� I Q N I IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS .`ARE S4 �' - �� POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK. f �' G -- TS 6 X 6 X 114 TS 4 X 4 X 114 1 ATTACHMENT. "/xp cc fr II - .ai► - �,`� l JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS. NO SPLICES SHALL BE PERMITTED IN AXIALLY LOADED STUDS, I t � r' � Sf �' � i GENERAL NOTES - Continued on S2 $U1LD1N�i c® �c _ r 28-0` X 3'-60 DEEP t .• - --- ( ,) s I � ,� � s Ep GRADE BEAM + � (1100K 1j�CONS � �Ln � � � __— � u �T. � 7 � f {O B OPP W $ �� I AJT �rl �4 STIRRUPS � � B o. c. - - _ � _ AL �-RN�I iE �rH ��. �� t • a 2r�0� be) pp�� j 2,�_a ,4:_ate o-o . . • f-- fO - a EXIST F.F. - (6) $6's V (S) 0 s rOP (6) s TOP F _ i� — - --- �tkm no � (6) � $ so r. (a) �'s eo r. (6) ,� s eoz. � � �� , t r "CL6 PACIFIC DISCOUNT CENTER —� _�. _--_ ---- ---- 010c�< I & " J �T c Pn)) �, � � - - _ EPMOINDS WASHING`�ON MOIL: PROVIDE .3 -6 MIN, LAP FOR , BARS 'p1'-3" MiN• LAP FOR BARS r p PROVIDE #G 'f��. r� l��>> ;TAfilirl�, ' r' � �� 1 t� d�ITE• SHEET' S1 -. �� oil c� , ADETAIL g,,,,.TYPFRAME ELEVATION� .ECT16, � �� _ � 1141i -NE 120Street • M �r—�» SCALE: 3116" 1'-0r �� loll S11lte 230 j SCALE, 1 /8 1 NELSVN - DOURDAGES, INC.r Pa So. Hirklimml, WA '98034 (206) 823 - 6667 EX I6T COL, F.-Y ITT 2 14 ,Jo1 i L & K4,/- 1 1�I, 0 �o COL , FXIe2TItIOm 3x �LOCK5IW61 / - f I, _ to x00 As 1�1ITIIJG hLU�ooa 1 3 lox 20ee4m T 4X4-xi2 T r - �� k,,F t r _ �i +/ r� .[-.+:. /� r l I ��r+�1 1 _ - Y c oij //,I'7P i �J[/ ��j a �/ ,.._ _..... _.._.. _ - or or T �' O O 00001 � � I � 7�1 '�il'!'iyII S i 11�'' R n s a -+, �t'ki� { 1 1 Y-, , 1� ��. 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W � 14A �� I t4 A �� I''� (d 1 • ,� � 114� 3 - x �- x � �4 �J 14 x -� 1ou GENERAL NOTES - Continued INSPECTIONS �. JD a F �� CT� F� , GLU-LAMINATED TIMBER INSPECTIONS ARE TO BE PER UBC SECTION 305 AND 306 AND • �1 tU �' _ o ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED (PRIOR GLU-LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, TO STARTING CONSTRUCTION) BY THE BUILDING OFFICIAL. 1 1 0 l I ey KILN DRIED, AITC SPECIFICATION 24F--V4 FOR SIMPLE SPANS, �'S AND 24F-V8 FOR CANTILEVER -SPANS (Fb 2400 PSI TENSION, SOIL: VERIFY SUBGRADE IS DRY AND DENSE PRIOR TO TYPICAL). PROVIDE AITC STAMP ON TIMBER AND SUBMIT POURING FOOTINGS. I, /l 1 o o - o S2 E CERTIFICATE TO ARCHITECT AND ENGINEER. MATERIALS MUST CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM VERIFY SLUMP AND STRENGTH. � � J • -� I ! 1�� J cA _._� BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS REINFORCING: VERIFY ALL REINFORCING IS PLACED IN I /� ` o AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTITUTION ACCORDANCE WITH APPROVED PLANS. CHECK _ t0ep_ EXISTING BEARING WALLS EXISTING BEARING WALLS �/ *13� ��,� o b OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE "WI8T-USE" FOR REQUIRED COVER, SLZE AND GRADE. � �� '� 12 1 x AB01/E TO BE REMOVED OPEN ABOVE TO BE REMOVED - ,/ "' ~ TYPE PER UBC STANDARDS 2 5 -19 PART I I . PLYWOOD NOTIFY BUILDING DEPARTMENT Ip� � � HU 2�2 Z AND ENGINEER UG21Z � l� _ -- �a. EN (Tyr) . MOT DIAPHRAGMS: FOR INSPECTION 48 HOURS PRIOR TO 5 I` TIMBER COVERING. LUMBER NOT NOTED TO BE DF 42 WELDING: PROVIDE INSPECTION PER UBC 305 AND 3060 . l I ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR BOLTS: INSPECTION PER UBC 306 REQUIRED ONLY PER I . 1 I Q _ � o I CN WESTERN LUMBER" - 1979 EDITION. BOLT HEADS AND NUTS DETAIL K ON S4, p D1 BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD S2 1 CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR SPECIAL CONDITIONS 1 g . 1 I I I P I I 5 �— ---� —fl ®--- �-- —�? ��? e-- �� G MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE --•-tea . � - N 'COMMON"-. MINIMUM NAILING PER UBC TABLE 25 Q. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ASSUMED • -�` I EXISTING CONDITIONS IN FIELD AND SHALL PROVIDE . I I x. PLYWOOD ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS l I I A DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER , �'�� FLOOR SHEATHING -3 4" CDX NA OF ALL FIELD I I I / NAILED AND GLUED ADHESIVES L CHANGES PRIOR TO INSTALLATION. S I S� � I I I I SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T&G X1 EDGES AT LONG PANEL EDGES. UBC IDENTIFICATION INDEX • H 32 16. ' r5�C2 Ci /rs 1kol 114 1C3 ,c o. S2 S2 S' 1 I S2 I q2)I S2 I I - I PACIFIC DISCOUNT CENTER TS4X4X114 DRAG STRUT- " EDMONDS, WASHINGTON (TYP 8 PLACES) r r h F r=_ DATE: �, SHEET: fi%7 S2 rn_ 1 _ 11411 WE 124 Street Suite 230 MEZZANINE PLAN�� `��' ��'�irkland, WA 98034 _ t � �.� �� NELSON BOURDAGES, INC.,ANCP.S. . SCALE 1/1fi - 1-D _ (206) 823 -,6867 , ' , 1 1 1 LL• f ` T' f r L eXii TtwG Kooff I��GK I ' - T 3/1e ,1 X I �T! 1� Gt DG� nGEri 1 y% _ 1 011 j. �/+�1 4 Irk. �.. CoWTO L 4 K 4p x le CA I. 2 /� / / J/ ' . �. 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