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Home My WebLink About101 West Cox St_900308_2026 TEN-UNIT APT. CWLEX for Mike Jones -5- Mar. 13, 1990 48. Stairways should comply with the following: a) Stairs over 44" wide should have a 2" round maximum handrail on each side, placed not less than 34" nor more than 38" above the tread. Sec. 3306(j) . b) Nosings of treads should be rounded to a radius of 1/2" max. Risers should be sloped or the underside of the nosing should have an angle of not less than 60 degrees from the horizontal, with 1-1/2" nosing maximum. W.B.F.C. Exception 2 to Sec. 3306(m) . c) Risers should not exceed 7" and treads should not be less than 11" measured nosing to nosing, horizontally. Sec. 3306(c) . d) Doors should not swing over a landing unless they comply with Sec. 3304(j) and 3306(d) . 49. The handicapj.?ec ramp should not slope more than 1 to 12 with side slopes not exceeding 1 to 6. Sec. 3307(c) . 50. Landings should be provided at the top of the ramp, not less than 5'-0". Sec. 3307(d) . 51. Second floor units should have 20 minute labeled main doors, frames and hardware, with gaskets. Sec. 1705(b)2. 52. Glass in doors and within 12" of doors should be impact-resistant. Glass shower doors should be impact-resistant. Sec. 5406(d)l, 5 and 6. 53. Glass within 18" of a walking surface should be impact-resistant. Sec. 5406(d)7. 54. The building should comply with the Washington Energy Code: a) The attic should have R-38 insulation. b) The walls should have R-19 insulation. c) The slab floor should have R-7 insulation, with a thermal break at the walls and through the exterior door sills. d) Glazing should be Class 60. e) The basement, if heated, should have R-19 walls, which will require 2" X 6" studs with R-19 insulation. f) Details should be provided. g) The water heater should be on an R-10 pad. h) Calculations should be submitted for heating and cooling loads. i) Heating equipment should not exceed 150% of the heating and cooling loads. Note equipment sizes. Dave: This is one of the poorest submissions that I have seen, which only proves the need to have an architect prepare the drawings for this type of structure, rather than permit an engineer to sign them. The owner surely did not get his money's worth. Sincerely, , l hn H. Farrens, Jr. A. yc . l •, L• - - fir, k-4 1 1G'7o ► x lcr��. L unn9tL�� -�>�� Tt in r, F..'r� i& " - ? - - (f�►� ;..,.., 1 r�,.� �•. or ^ -1 -4 -FU- T "I r ra�fF ^ �ti' .� ' - ifi�•,1 i�Y 1-i 1-+Je�RL L�o17 ^�%,r /.pyr;lrj�� F 'x �' ' Iw�. -�; :�l�� t ' t:riil►l Td Zm mj-A�1 arc OUM. [%-Lm.c "Fcljfor. otc L _11 11 ,4i-� l i'J !'3 lAiWT!11 vII .� �.f[_i1 ,r 11t1'i7Q311 dafri ]ti �.til ' 'j �'SS"• _AOMn-'Aft- -W-' M4a 1�t�i ti4 laLit; • 373J r pLer13 ;r77-:a 1, Awl hL A-ai!.1 F-- 'O ►m t• * C �G . " - 'Al■ J.X')�E LT 1 L'- X �,Y _� '► 1;ill 7��}Y I •1J�wl �71 .�fl r�-O_ mett;l .'Q.p i'*d SO.! I11,1 xrq Ell" J o 1 L111A FVD' "-, S�'1.01-1I It I �/1�am� r�.t� Ia1 _ tom' I�u�•5-1-�� 1=J_ �r t .� i'LtT.1� .tom l 'F'� rwid filet'] = ►m J 9'_,6 (0 -SPIN. �- g i f f.r}a(:�e - ltrrrt.!: %rli �-,f TAr.:f'r• -.'�1t j =s�► .1� l�iol.' m)'-��C1E L;I—w�' 14 eft "• ti p-Sl/ :_�� = : 1, . -i i r� •'�h Kr' 'J •n' '^EU�t-� t, .vi. tuUT �,;mf F•l�r ,� 1-4 11 t't nm cw I ramtWmeri T 31, mevni W=J& ice V cq i1` ---eI' �� 1 -amnn "t6z'mhag 1ett t'IIALrDud 'krg 4J:.57wm wr M4' 1.1- '- 1.1 �,T7 _T1 E{,j �of.�" ..s . ,rLi riLu-,IL ,f'_d"'.J l ,zltu. wre-ro! .X-V i-i T1-n 1�Ll WY1�11, Y 1 •w i � n � 1 � of t'1'7 eIY.,J .Ln I [•:=, h Tr:. p-L i,ti.1 -ff 'A hri ti-. 11 r.! 1bIi,i'l' ._.j••,.�•'� las uuu uK1 A;t :11 kt1e r 1 _ 1 -1'Q-t fAra eu tom, ri ryp- pri P:fO60 t .�%r- 31T i 1 141E-9 -ZI9 .1=11/I if-V `Mar� rc1�Y �i IV L; 14i fC ;r $% •:�1 �� yL �� i T,� 'C �i� '�21_ �+ri•1�''i u" T- ��''.« �fi ;�1�11�. •vt� ><1' ' t_1� •:�. !yr- '� oLl1 \f -14, Lb lf' t• mm-.,th;j Ir1 IIS] ^ 6 I��r�.+l�L— 11* :.'+l t%-1% 1:—,1 � TL--TC.a �'' rv71t - J •� 'L %1 L V SUBJECT: JONES 10 UN T T APT DATE. 6--20-90 TO: PLANNING FROM: TERRY CASTLE Environmental Checklist Review: Water a. 1 There certainly is surface water in the vicinity of the site--the Stilly is only about 300 feet away. The rest of the question should be answered. 2 There will be work within 200 feet of the high water mark of the river. There has been water up to the property within the past twenty years and it regularly gets well into the adjacent parking lot, ie annually. a. 4 All impervious surfaces, not .just the parking lot generate run-off. a„ 5 Verification that this site is in fact outside of the 100 year floodpl.ain. C. The required engineered storm system may be either on-site of connect to the nearest available public system. d. Landscaping of the site including the parking lot will be required. 60 Newly adopted NW Energy Code requirements will be met Environmental Health a,. The only potential. ha --mat would be the WWTR and Chlorination at the wells and water system- which are one block away. There is considerable noise generated by SR 9 which abuts the site to the east. During the summer months there is also much activity and related noise and traffic from the City park which abuts the property to the morth. There is also BNRR right across the street to the east. Land Use a.. The current uses of adjacent property is more than Highway, residential and road as is indicated. There is SR 9, Haller Park, Burington Northern RR, Cox Street and residential. There is also existing right of way to the west which is currently being considered as a very likey route for the relocation of SR 9 and possibly SR 530. h. If it is in the flood plain it might be considered environmentally sensit- ive. S ' ■ ti a ■ .a or . : 1 ' r1 ' � ti ■ ■ ■ ■ ■i- "'■ ■ ■d1 ■ ■ ■or oil ■ ■ OEM Ind 0OM 1 1 ■EMIrow ■ M09 ■ 7 ■Y ■ ■ EM ■ ■ ■ ■ EM 10: ■ 10M ■ a ■ ■ ■ 1 EM . - ■ 7 MMM■1 ■M mi mp 7 I EM .r■. . 11'1■ ■ r MI 01■ ■M EM OEM EM 1 _ M■■I r I■ ■ r g n ■ ■ MI ■ ■■s rM■ ■ ■M ■ ■ ■ misomg ■ ■ ■ — '■ ■ =. ■ - ' - ' 01 ■r= ■ ■ ■ L C1 ■ ■ '(f■■! 1 Vi-.oME ■ ■ ' 1 -Ell ' OEM Mr ■ ■a `I ■ 1 ' 1 ■ i ■i 011 ■ ■ No ■ ■ ■ EM ■ ■ 1 ■- ■ 1 Tom■ ■ a,% mi ■ ■ ■ .1 1 1 M 1 JM4 ■►■ Ity ■M■ 111 ■ IN ■ Mrti■ somis 1 ■ EM ■ 1 ■ 1 MILEEN ■ 111 MEMO I - r� MIN 7" 7" '- V ■ 0 11 :1 r ■ EM ■ ■ !T I.1 ■ a ' ' I ■ `' NOM I is EM ■■ii ■ ■ r Mom o EM ■ ■■1 smillmom■ ■OEM ii L 11`bism ■ EM I. ■ ■ IEM EM ' ' is ■ ' d r EM OEM I ■ ■1■ 1■M ■ OEM qommis 1 ■ i ■ ..OEM is� � I M I".■ EM I�L �■ 7 � EM ��.� `'. � ■ ■ is L is is is ■■■ I In ■ L■ IV X i IN ■M 1 ■ ■OEM ■ - Nou l OEM ■ u M ill ■ ■ Imo m • ■ EM - Ia' ■ 1 OEM ■o ■ n ■ 1 ■ ■ EM ■ ■ O EM ■ ON no ran c ■ ■ ■ ■■■■ EM ■ ■ ■ 1 Mssignal 1■ ■ ■ ■ OEM ■OEM EM ■ 1 - ■ 7 IN ■ .M■ ■ M ■ ■ I �iEM on ■ . EMI IN IIM ■ ■ 11f ■ - EM■ 1 EM' T 1 ■ M■v ■ : i ■ EM ■ 1 MENEM 1 r` ■MMi u OEM ■ NMI ■ 1 M■I 1 - Ion wil OEM 16 mom AiiM 11 IG all 1 ..1 1 10 Luse ■ 0 1MEN I ■■1 ■ ■ m ■ 00 _ 1 n ■ ■ ■ ■ EM ■ 1 ■` ■ ■`I■■ ■ O m ■ 7 11 ■ Y ■ ■ ■ 1 ON IN ' ' ■ ■ 1 ■ ■ 1 ■ ■ EM ■ 16 ■m 1 ■im A11 I 1 In ' ■ ■ 7 ■ 11 No . ■ F i I I Aesthetics b. The view of the park and the river would certainly be affected for, the residences to the south. Recreation C. Park mitigation will be required Transportation b„ Answer the question on public transit C. Doesn' t City codd require 2 per unit? d. Street improvements will be required on and along 5R 9 and Cox including sidewalks and other improvements as required by the City. f. ADT' s required to determine transportation impact fees U. Comply with all requirements pertaining to street improvements. Public Services Answer the questions ! a. The project will impact all public services and the impacts will require mitigation in all cases. z- mom .r ■ . y• 1 u'r*ii1 r7 1 • • 1 r 14 =m •a • r NO is 0,01 700 if R ■ ■ ■ . 09 1 ■ - ■ ■ 10 ■ 7 w ■ . . . - `■ MOM! MOO Mom u 1 ■= n. , Nor■ ■ ■. mom moommom ■ ■ ■ ■.■ . IN • M M IL ■ ■ ■ 1 ^ i 1 • OM ■ f7 ■ o ■ Norm • un ■ ■ mom mom ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . ■ ■ 1 i % ■ ' ■ ■ II . 1 it ■ ■ moss ■. mossill , IIi-■ L, ■ 1 or ■ ■ ■ ■ ■ ■ lip I.L. . L1■ ■ ■ ice• ■ 11 iL 1 ■ 1 ■ rL&4rl 1 ' RJ ■ Cal ■ Ills ■ J ■ 1 ■ 4 : 1 Ill's %1 ■ 1 . 1 -r-- ■ 1 111111 ■ • 11 'a■ 1 I I • 1 t SUBJECT: MIKE JONES 10 UNIT APARTMENT 101 W COX DATE: 3-10-•90 TO: DAVE ANDERSON FROM: TERRY CASTLE We have done a preliminary review of this proposal but there has been not formal review done. I have the following comments concerning the proposal. 1 Improvement to Cox Street to City standards required 2 Curb, gutter and sidewalk required along SR 9 3 The existing 2—part hydrant will need to be upgraded to a —port plus any additional fire protection required by the Eire Marshall 4• The existing 10" source line along SR 9 needs to have easement granted 5 Storm drainage plan is required 6 The site plan needs to have elevations to show relationship to adjacent prop— erty. 7 Parking space #13 is shown outside of the property line 8 Some sort of buffer between the building and the park should be required. There is room for the City to install parking along the north property line which might create a problem without a buffer, fence or something. 9 Completed application with all checklist items 10 Right of way dedication may be required on the north end of the east line to provide room for the sidewalk. 11 " s i*ACI T IN I - I 1 ■ .' Eli I ■ IN I I r 7 . 1 3 m Ari I .�fl v■ ■' r19lm 5R ■ AN *1 1 1■ iIL - � I -t � ■ J — 1�■ iF � � J � i _ � — i NO ■1 ' 10 ■1 1 1 i 1 ■ 'IL. 11 301 I I _ 1 1- � - I ■ 1_ ■ Is 11 A - - I r 1 ■ IN I I - - 1 it I i ai I City o� : KIANG"111N CITY HALL ❑ 238 N. OLYMPIC AVENUE ARLINGTON,WA 98223 ❑ (206)435-5785 March 13, 1990 Mike Jones Ten-Unit Apartment 215 N. Olympic Ave Arlington, Wa. 98223 Dear Mr. Jones, The submitted drawings have been reviewed for compliance with the 1988 Edition of the Uniform Building Code. The following is a summary of applicable code data corrections and/or additional requirements necessary to complete the plan review. All correction and or additional requirements should be addressed on two set of drawings. CODE DATA: BUILDING HEIGHT: 2-story with basement (storage) OCCUPANCY GROUP: R-1 & B-2 Storage with Laundry TYPE OF CONSTRUCTION: V-N BASIC ALLOWABLE AREA: 600 S.F. for 1 floor INCREASE OF MULTI-STORY: 2 X 6000 = 12, 000 S.F. (limited to 3 , 000 SEPARATION ON N= 5' s. f. of V-N) E = 20' S = 46 W = 5' ALLOWABLE INCREASE FOR SEPARATION: None permitted AREA OF BUILDING: 1170 S.F. Basement 6424 S.F. 1st Floor (includes decks) 5184 S.F. 2nd Floor 12778 S.F. TOTAL TOTAL ENCLOSED SPACE for 1st and 2nd floor = 10,448 S.F. OCCUPANT LOAD: 50 VALUATION: 10,596 X $47 .10 X .88 = $439, 183 . 00 1, 170 X 17.20 X .88 = 17,709. 00 112 X 20. 80 X . 88 = 2, 050. 00 900 X 12 .40 X .88 = 9 ,821. 00 12 , 778 $468, 763 . 00 PERMIT FEE: $1, 931. 00 PLAN REVIEW FEE: $1, 255. 15 i �. . I 2 CODE REQUIREMENTS: 1. THE BUILDING EXCEEDS THE ALLOWABLE AREA AND CANNOT BE BUILT. 2 . State law require that all building over 4, 000 square feet require a contractor's license. 3a. The dimensions of the stair and entrance-way to the basement are shown. b. The deck construction and storage roof construction are not shown. c. Eave dimension are not shown. d. Reference is made that the wall "sheathing as per plan", but the plan does not show the sheathing. e. A note in Detail 3 on sheet 4 refers to the plan for roof sheathing. The plan does not mention roof sheathing. 4. The type of construction should be shown on the drawings. Sec. 302 (c) 5. The fabricator of the roof trusses should be approved prior to the permit being issued. Sec. 302 (b) 6. The effects of eccentric loading should be considered in the design of heel joints for trusses 24' o.c. and spanning more than 35 feet. Calculations should be submitted by the truss manufacturer prior to the permit being issued showing that the heel joint connector plates are designed with sufficient capacity to resist the direct axial stresses imposed on both the top and bottom chord members by their respective nail, tooth or plug groups using the reduced allowable connector loads for eccentric loading as shown on Table No. 25-17-P. Sec. 25. 1739 U.B.C. Standards. It should be recognized that in actual fabrication the top chord does not tightly bear on the bottom chord. 7. The non-bearing walls should be held down from the bottom chord of the trusses with approved fasteners (such as STC clips) to ensure that the truss chord will not bear on the walls which are not designed as bearing points. 8. The structural notes should be corrected to comply with the 1988 Edition of the Uniform Building Code. 9. Special Inspection should be required for hold-down anchor bolts unless calculations are submitted for values less than shown in Table 26-F. Sec. 306 (a) 2 Special inspection is required for compacted fill. 3 10. Where the wall finish material is less than 5' from the property line (North and West walls) the exterior walls should be 1-hour construction. 11. Roof projections should not extend more than one third the distance to the property line. Sec. 504 (b) 12 . Openings are not permitted in walls where the finish material is less than V from the property line. Sec. 504 (b) and Table 5-A 13 . The floor area of the 1st floor is limited to 6000 S.F. and 3000 S.F. in the second floor, for V-N construction, therefore the permit cannot be issued. Sec. 505 and 1202 (b) 14. The finish showers should be installed over a material not adversely affected by moisture to a height of 70 inches above the drain inlet. Sec. 505 (b) 15. Water heaters should have seismic tiedowns. Sec 107 (b) 16. The basement (B-2) should be separated from the floor above (R- 1) by 1-hour construction. Sec. 503 (b) and Table 5-B 17 . The laundry (B-2) should be separated from the apartments (R-1) by 1-hour construction. Sec. 503 (b) and Table 5-B 18 . The basement storage should be provided with ventilation. Sec. 705 19. Walls and floors separating dwelling units in the same building should be separated by not less than 1-hour construction. The trusses should have two layers of 5/8" type X GWB. Item 21-1. 1 Table 43-C 20. Bedroom #2 should have 12 . 1 square feet of glazed area. 21. The kitchens should have 64 sq. ft. of opening into living/dining room or must have windows to the exterior equalling 6.75 sq. ft. Sec. 1205 (a & b) 21. Dryer in the laundry room should be vented to the exterior. Sec. 1903 U.M.C. 22 . Every dwelling unit should have comfort heating facilities as required in Sec. 1212 . 23 .If the building is changed to a V-1-hour construction, structural members should be 1-hour protected. Table 17-A 24 . Basement wall should be damp-proofed. Sec. 1707 (d) i 4 25. Parapets should be provided where the finish of the exterior wall is less than 5' from the property line. Sec. 1709 construction should comply with Sec. 1709 (b) 26. Guardrails in public areas should be 4' high with openings less than 6" Handrails in stairs should be 34' to 38' above the treads. Guardrails for private decks may be 36' high with the same intermediate openings requirements as in the above item. 27 . Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and supporting dead and live loads. This includes foundations. Sec. 2313 28 . If the roof sheathing is to be used as a horizontal diaphragm, a detail should be provided for the transfer of the horizontal shear to the wall shear panel. 29. Detail 2 , Sheet 4 calls out for anchor bolts per plan. The note specifying bolt size and spacing should be provided. That wall and similar wall on the south should have some provision to resist lateral earth load. 30. Fire stops in the party wall should be located at the floor, ceiling and at 10 feet horizontally. Sec. 2516 (f) 2a 31. The anchor bolt size and spacing should be shown for the walls not included as shear walls. 32 . Siding should have a minimum thickness of 3/8' (minimum of one layer at lap) unless applied over an approved sheathing. Sec. 2516 (g) 2 33 . Roof trusses should be supported laterally. Sec.2517 (h) 6 34 . Details of the foundation walls that are not basement walls should have minimum rebar as required by 2614 (d) 2 , 3 , & 5. 35. A foundation detail should show the wall width and the depth below undisturbed ground surface. Table 29-A 36. The roof covering should be 1-hour retardant Class B. Manufacturer's certification should be submitted showing a U-L classification for the singles furnished. Sec. 3202 & Table 32A 37 . A 22 X 30 attic access opening should be provided into each attic space. A 1-hour rated access panel would be required in a 1- hour building. Sec. 3205 (c) I 5 38. Attic ventilation should be provided in accordance with Sec. 3205 (c) . 39. All parts of basements should have two exits. Sec. 3303 (a) Exits should have a minimum separation, measured in a straight line, of not less than 1/2 the maximum diagonal of the area served. Sec. 3303 (c) 40.Exit doors should be openable without the use of a key. Sec. 3304 (c) 41. A floor or a landing should not more than 7 1/2" below the threshold on each side of an exit door. Sec. 3304 (i) 42 . The width of corridors should be not less than 36" . Sec. 3305 (b) 43 . Doors should not project into the corridor more than 1/2 the required corridor width in any position. The corridor would then be 18' plus the door width. Sec. 3305 (d) The storage and water closet door are in violation. 44 . Stairways should comply with the following: a. Stairs over 44" wide should have a 2" round maximum handrail on each side, placed not less than 34" nor more than 38" above the tread. Sec. 3306 (j) b. Nosings of treads should be rounded to a radius of 1/2" max. Risers should be sloped or the underside of the nosing should have an angle of not less than 60 degrees from the horizontal, with 1 1/2" nosing maximum. W.B.F.C. c. Risers should not exceed 7" and tread should not be less than 11" measured nosing to nosing, horizontally. Sec. 3306(c) d. Doors should not swing over a landing unless they comply with Sec. 3304 (j) & 3306 (d) . 45. The handicapped ramp should not slope more than 1 to 12 with slopes not exceeding 1 to 6. Sec. 3307 (c) 46. Landings should be provided at the top of the ramp, not less than 51 . Sec. 3307 (d) 47. Second floor units should have 20 minute labeled main doors, frames and hardware, with gaskets. Sec. 1705 (b) 2 48.Glass in doors and within 12" of doors should be impact- resistant. Glass shower doors should be impact-resistant. Sec. 5406 (d) 1, 5 & 6 49.Glass within 18" of a walking surface should be impact-resistant Sec. 5406 (d) 7 i I i _ 1 i 6 50. The building should comply with the Washington State Energy Code: a. The attic should have R-38 insulation. b. The walls should have R-19 insulation. c. The slab floor should have R-7 insulation, with a thermal break at the walls and through the exterior door sills. d. Glazing should be Class 60. e. The basement, if heated, should have R-19 walls, which will require 2" X 6" studs with R-19 insulation. f. Details should be provided. g. The water heater should be on a R-10 pad. h. Calculations should be submitted for heating and cooling loads. i. Heating equipment should not exceed 150% of the heating and cooling loads. Equipment size should be noted on the drawings. Si ere , David . Anders n Arlington Building Department I ti, � I s ,hI I I` I • • " "$ C Y. OF:ARLINGT❑ N STATE OF WA9HINGTON ENVIROMENTAL. CHECKLIST Purpose of Checklist: The State Enviromental Policy 'Act (SEPA) . chapter 43. 21 RCW,requires all governmental agencies'•.to consider the enviromental impacts of a proposal before making-'decisions. An enviromental impact statement (EIS) must be prepared forIall proposals with probable significant adverse impacts on the quality of., the enviroment.. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. . Instructions for Applicants: This enviromental checklist`asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the enviromental, impacts of your proposal are sig- nificant,requiring preparation of, an EIS. Answer the questions briefly , with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If .you really do not know the answer, or if a question does not apply: to your proposal, write "do not know" or "does not apply" . Complete-.answers to the questions now may avoid unnecessary delays later.t,: ' Some questions ask about ',governmental regulations , such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. >, , The checklist questions 'apply to�'all parts of your proposal, even if you plan to do them over ''a period of time or on different parcels of land. Attach any additional infromation that will help you describe your proposal or its enviromental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals , even though questions may be answered "does not apply" .. IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS: , For nonproject actions , "the references in the checklist to words "project" , "applicant, " `,. and "property or site" should be read as "proposal" , "proposer" and affected geographic area, " respectively. • •:is. ' ,: t 1 A. BACKGROUND ` 1. Name of proposed � -bject if applicable: , 2. Name of applicant: IC S ' 3. Address and phone number of applicant and contact person: S - 4. Date checklist prepared: - — 5 . Agency requesting checklist: -Z , w,Y)� 6 . Proposed timing or schedule (including phasing, if applicable) : '. 7 . Do you have any plans for future additions, expansion or further activity related to or connectedwith this proposal? B. List any enviromental:,:information you know about that has been prepared, or will be repared, directly related to this proposal. c _ r L{ r i O " 9 .Do you know whether applications are pending for governmental approvals of other roposals • directly affecting the property covered by your proposal? .If yes, explain 10. List any governmentall';.approvals or permits that will be needed for your proposal, if known 11. Give brief, complete ::description of your proposal,including the proposed uses and size 'o!,':'.-;the project and site. There are several ! checklist that ask you to describe certain questions later in this' aspects of your proposal. ", You do not need to repeat those answers on this page.' ` YVXS D - ' Page 2 11. (cont) 12. Location ,of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street addresde."if any, and section,township and range, if known. If a proposal would accur over a range of area, provide the range or boundaries of,,the site (s) . Provide a legal description, site plan,vicinity map, and'.. topographic map, if reasonably available. While you should submit any . plans ' required by the agency, you are not required to duplicate maps 'br detailed plans submitted with any pe it rel ted to t is checklist. TO BE COMPLETED BY APPLICANT EVALUATION For agency use only B. ENVIROMENTAL ELEMENTS 1.Earth a. General description of t he' site (circle one) ; Flat,rolli g,hilly,stee slopes,mountainous, other Pf: b. What is the stee est slope on - the site (approximate percent slope) ? c. What general types of,"soils are found on the site (fo Ixample,clay,sand,gravel,peat,muck) ? If you know the classification .of agricultural soils,specify them and '.;note any prime farmland. Page 3 d. Are there surface L.,dications or history of unstable soils in•the: immediate vicinity? If so, describe__:'' e. Describe the purpose type, and approximate quantities of any filling or grading proposed. Indicate source of fill._� _p f. Could erosion occur as a result of clearing, construction or use? If so,generally describe. g. About what percent of,,. the site will be covered with impervious ;+,surfaces after project construct on (for example,asphalt or buildings) ? h. Proposed measures to reduce or control erosion, or other i pacts to the.earth.,,is any: J 2.Air a. What types of emissions to the air would result from the proposal (i.e. ,dust,automobile,odors, industrial wood smoke)'. during , construction and when the project is. completed? If any,generally describe and give approximate-quantities if k n own: 1�� 70 :. Page 4 b. Are there any off-s_ce sources ' of emissions of idor that may affect your propos\\al? •'if so,generally describe IVU c. Proposed measures to reduce or. control emissions or other impacts to airJp' if any: •. ,y. 3. Water �. a. Surface: ; 1) Is there any surface water body on or in the immediate ,vicinity of `-the site (including year- round and seasonal streams, saltwater, lakes, ponds ,wetlands) ? If yes describe type and provide names. If appropriate state what . stream or river it flows''into. y 2)Will the project require any.work over, in,or adjacent to (within 200fe" et) the described waters? If yes,please describe and attach available plans. 3) Estimate the amount of; fill , and dredge mat- erial that would be placed in 'or removed from surface water or wetlands and 'indicate the area of the site that would b•e affected. Indicate the source of fill material KDCIU-- A �• - I Page 5 4)Will the proposal iequire surface water withdrawals or diversions? Give general description,purpose, . and'approxi Tt quantities if known `eP'�S ;Vq 5) Does the proposal lie"'within a 100-year if floodplain? Viso, note • location on the site plan t 6) Does the proposal -involve any discharge of waste materials to surface waters? If so, describe the type of''waste'' and antic- . ipated volume of discharge ' s ' t b.Ground a 1) Will ground water beIwithdrawn, or will water be discharged to•,•ground water? Give general description,purpose,approximate quantities if known. No I yI 2) Describe waste material that will be discharged into the ground from septic tanks or other sources,if any (for example :Domestic sewage,industrial,containing the following chemicals. . . ,agricultural=etc):•. Describe the general' size of the 'system,the• number of such systems, the number„of houses to be served(if,applicable) , or the . pumber of animals or humans the systems) are expected to serve ZAIT , �•,;; .Aq- u 1 Page 6 c. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water)',;.and method of collection and disposal,,.: if any (include quantities,. if known) .' i -Where will this water flow? Will this '-water, flow into other wars? If so,describe 2) Could waste materials:' enter ground' or surface waters? . If so,generally describe. d.Proposed measures to reduce; or control surface, ground, and runoff water imp cts, if any 4 .Plants a.Check or circle types of.-.'vegetation found on the site: deciduous tree :alder,imaple,aspen,other evergreen tree:fir 'cedar, pine,other shrubs ; ;:��, •, grass pasture crop or grain wet soil plants:cattail',buttercup,bullrtish skunk cabbage,other:',, ; water plants:water.:li.ly,eelgrass,milfoilf, other other types of vegeth.tion .. a r ,; I Page 7 b. What kind and amount of 'vegetation will be removed or altered?". . . . 24 C. List threatened or endangered species known to be on or near the site. ,i d. Proposed landscaping,use;:of..native plants , P. or other measures to .preserve or enhance veget��tion on the site,,..• ,any: I'}i i i• , 5. Animals 'Il a. F. , Circle any birds andanimals which have been observed on or near' the site or are known to be on or near'. the,`°.site: O birds :hawk,heron,eaglesongbirds,other: Ivy_ mammals :deermbear,elk,,beaver,other: fish:bass,salmon,trout,herring,shellfish,other: b. List any threatened or -endangered species known to be on or near the'.site ' I c. Is the site part of a migration roue? If -so, explain ;r. . A i4Y+�33t�4! I Page B d. Proposed measures to preserve or enhance wildlife, if any: 6 . Energy and Natural Resources a. What kinds of energy (eleCtric,natural gas, oil, wood stove,solar) will 'be used to meet the completed project' s::energy needs? . Describe whether it will be used';,for heating , manufacturing , etc. b. Would your project affect the potential use of solar energy by adjacent,', properties? If so, generally describe i' c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy 'aimp cats ;';'if any: 7. Enviromental Health a. Are there any enviromental health hazards, including exposure to toxic chemicals,risk- ' of fire and explosion , spill, or hazardous waste, that could occurFras a result of this proposal? If so,describ6 ' �4 1 OP Page 9 1)Describe special emergency that might be required 2)Proposed' measures to reduce or control enviromental• health haza=ds,if any b. Noise 1) What types of noise exist in the area which may affect your project for example:traffic, equipment,operation,other) ?; 2)What types and levels ,bf •noise would be created by or associated; with. the project on a short-term or a long-term basis (for example:traffic,construction,operation,other) ? Indicate what hours noi`se •.would come fr m the ' to 3) Proposed measures to:�,reduce or control noise impacts, if any 14.'• ;.r B .Land and Shoreline Use a) What is the current use`.•'of the site and adjacent ' properties? b) Has the site been�urs�_-d ;,for agriculture? If so, describe ``' All Page 10 c. Describe any structures � on the site d. Will any structure be demolished? If so, what? h - .w. e. What is the current zoning�c• assification of the site? Y _._ f. What is the. current comprehensi a la designation of the site? yYI�I.C-"C-C g. If applicable, what is -,,the current shoreline master program designation' of the site? h. Has any part of the site been classified as an "enviromentally sensitive"area? • If so,specify a•. 1 . i. Approximately how may people would reside or work in t e completed project? j . Approximately how many%people would the completed project displace.? t(� ; k. Proposed measures to avoid or reduce dis- placement impacts, if" ny= 1 � 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses end plans, i any ll, 1• y .. -' Page 11 9 . Housing a. Apprcximately• how many units would be provided, if any? Indicate whether .. \�lC high, middle, or low-income housing. ;.\ 'p Lk b. Approximately how many units, if any, would L) be eliminated? Indicate."•whether high, middle \ or low-income housing .V c. Proposed measures to reduce or control A! housing impacts, if anyi.. i 10. Aesthetics Al a. What is the tallest height of •any proposed structure (s) , not including antennas; what is the principal exterior buil/ding material (s) proposed? ,1., �� O `�'� b. What views in the immediate vicinity would be altered or obstructed? c. Proposed measures to reduce or control aesthetic impacts, if afiy 1Y, a .: " • Page 12 1 11. Light and Glare a. What type of light and �glare will the fir, proposal produce? Wha �ti a of �cdayuld v+0/1" b-Y it ma(i�n],, ,occur? b. What existing off-site- sources of ,light or glare may affect your proposal? c. Could light or glare from the finished project be a safety hazard or interfere with views? d. Proposed measures to reduce or control light and glare impacts, if any: 12. Recreation c� a. What designated and informal recreational oppo tunities are in t e immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so,describe. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, '. if any: A t t t Page 13 r 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological,scientific, or cultural importance known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: 14. Transportation a. Identify public streets' and highways serving the site, , and describe proposed access to the existing stre t system. Show on site plans, if any b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? c. How many parking spaces would the completed project have? How many -would the project eliminate? CLd'j1yY\B fl/LF�Zt . ��'' , ;. I Page 14 d. Will .the proposal r, dire any new roads or streets, or improvements to existing roads or streets, not including driveways?. • If so, generally describe (indicate �whether public or private) e. Will the project use (or occur in the immediate vicinity of) water,rail,or air transportation? If so, generally describe , A/%__4�t f. How many vehicular- trips per day would -be generated by the completed project? If known, indicate when peak volumes would occur g. Proposed measures to reduce or control trans- portation impacts, if any 15.Public Services a. Would the project result in an increased need for public services (for example :fire protection, police protection,health care,schools, other) ? If so,generally describe b. Proposed measures to reduce or control direct impacts on public services, if any J r �/ Page 15 16.Utilities a. Circle utilities urrently available at the site natural ga6,water j refuse servite(t telephones sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site 'or in the immediate vicinity which might be needed. Ou C. SIGNATURE The above answers are true and complete to the best of my knowledge.. I understand that the lead agency is relying on them to make its decision. Signature Aago �i Date Submitted A STRUCTURAL DESIGN ASSOCIATESANC. SUBJECT: " L _SHT: OF 56,�O 198th St. SW P.O. Box 5366 4 NWOOD, WASHINGTON 98036 BY: WE DATE 4-g 'HKD: JOB NO: ELL6 7 t ........... r-j .4 ................ -2 V, -4 01/ Ia-SLI A"C .......... 3, 7-3 a .......... .......... : 174 i I I I1 I F I i 1 �V4. STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT: SHT: OF 56 0 198th St. SW P.O. Box 5366 - LRNWOOD, WASHINGTON 9803E BY: DATE:4-,?,l- f;2 ;HKD: JOB NO: Z� X T- -Xk-, /0 r k"oo" '4'E—Plo-7 E 5-Cr "s 3 4r 1,6 -S Fc 7 T . _ _- C _. - _ . t �� Q .� STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT:' -HN'r A PT-, "In Lec- S H T: OF - 5Q0 198th St. SW P.O. Box 536F- LYNNWOOD, WASHINGTON 9803C BY: V"/F R DATE: 4 �HKD: JOB NO: 1- 669 • '7 4:01 7L5ee -1 7: 7" eL2 70) > 24 7 7 co /c, 'c2r,cf. -3- 4;7 C I go, i m x IV& 4.i K �FF 41 z_ e:'r A-, I r � d. p � STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT: /k,' gro ve SHT: OF 56,30 198th St. SW P.O. Box 5366--- LYNNWOOD, WASHINGTON 9803( BY: WEF R DATE: 'I 'HKD: JOB NO: 0-66? -5- 6 7- Oe7-' v7l .......... --4 .......... or- OC! ....... -54 k a-If pa lol"E. 0r "M Ce _ - --_ _�_�.- �---mil__.,_ _�.__ � 7- 72!:" � -`- e0er a-, 7 0)0 A -4 e 2E T4 STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT: APT, rl)l)<& t7ONIS SHT: — OF 5630 198th St. SW P.O. Box 5366- LY14NWOOD, WASHINGTON 9803( BY: DATE: )HKD: — JOB NO: a L A p,4 vas/.s C,Cse(-i- 14-71.4,v -57-0,- L Tl 6 ir 17' s le" Zc; I k L—q— L 6: 4---7-- 7-,'//5 Z"Z9 7-r1ly, 00 0 A' T- 7 F T7 . IIT,9p r-7(_& 4 ............ ...... Fl �Ow v4-�5-1989 08: 12: 09 ' ** SEISMIC STORY LOADS PER UBC 2312 ** _______-____-________________________- SOATWARE DESIGN BY KASE VANDEN ENDE, P. E. STRUCTURAL DESIGN ASSOCIATES" INC. , LYNNWOOD. WA 98036 ji]6 NO. & DESCRIPTION: ? 81-669 10 UNIT APT FOR MIKE JONES BRACED FRAME? <Y/N>? N --r---------------------------------------------------------- WHAT DIRECTION IS BEING CONSIDERED? BOA-i NO. OF STORIES? 2 STARTING WITH THE HIGHEST STORY. ENTER: -----------FOR 2 . LEVEL: MASS (KIPS) , HEIGHT ABOVE GROUND (FT) ? 21 . 4~ 17 -----------FOR 1 . LEVEL: nASS (KIPS) . HEIGHT ABOVE GROUND (FT) ? 20. 48,8. 5 ENTER SEISMIC ZONE PER UBC ( 1 ,2,3 OR 4) ? 3 I=1 . 5 for essential facilities I=1 . 25 for assembly rooms w/ 300+ capacity I=1 . 0 for all other facilities ' I ^ PER UBC TABLE 23-K? 1 K=1 . 0 for box systems w/ plywood shear walls & diaphraqms K=1 . 33 for other box systems - K=. 80 for dual bracinq systems (frames+sh. walls) K=. 67 for ductal moment resistinq frames ' K FER UBC TABLE 23-17 1 BLDG DIMENSION // LOAD: D (FT) ? 24 ------------------------------------------------------------ THE ROOF SHEAR IS 2. 97 KIPS THE 1 . STORY SHEAR IS 1 . 42 KIPS -----'-'--- - THE BASE SHEAR IS 4. 40 KIPS MORE DESIGN? <Y/N>? Y __________-____-__________________--________-_______________ WHAT DIRECTION IS BEING CONSIDERED? NO. OF STORIES? 2 STARTING WITH THE HIGHEST STORY, ENTER: -----------FOR 2 . LEVEL: MASS (KIPS) " HEIGHT ABOVE GROUND (FT) ? 21 . 4. 17 -----------FOR 1 . LEVEL: MASS (KIPS) , HEIGHT ABOVE GROUND (FT) ? 20. 48.8. 5 ENTER SEISMIC ZONE PER UBC ( 1 ,2~ 3 OR 4) ? 3 . I=1 . 5 for essential facilitles o ' I ' PER UBC TABLE 23-K? 1 K=1 . 0 for box s ems w/ plywood shear wall, & diaphraqms ^ K=1 . 33 for otherx systems - K=. 80 for dual Wacinq systems (frames+sh. wa1ls) ^ K=. 67 for ductal moment resistinq frames K ' PER UBC TABLE 23-I? 1 ^ BLDG DIMENSION // LOAD: D (FT) ? 42 ----------------------------------------------=-------------- THE ROOF SHEAR IS 2. 97 KIPS THE 1 . STORY SHEAR IS 1 . 42 KIPS THE BASE SHEAR IS 4. 40 _____________________ MORE DESIGN? <Y/N>? e r STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT: SHT: 6, OF 5630 198th St. SW P.O. Box 536e- LYNNWOOD, WASHINGTON 98036 BY: ILL DATE: HKD: - JOB NO: el-6,112 Fi I 4 15571-65�1 61A1 A-/V 5 C? p�1177 6 7-0 .4 471 ........................ gj :2 57 V ",12. All 7 76� plpr, Lr'j Al B�_OGEE 40 49 S r�s F 10/7 4 14 ? Aq 9 a , f 1 STRUCTURAL DESIGN ASSOCIATESANC. SUBJECT:1iew1117--vF7- §HT: —7 OF — 56a30 198th St. SW P.O. Box 536f' LYNNWOOD, WASHINGTON 98036- BY: DATE: —zs- HKD: JOB NO: 8L669 10, 7-a Ll,'A E-A FA� Fe- 0 ,E71 0i 14 r `F �- I -�.._ - ____�___�Imo: ,., _ � .�.._.�-�� •.•_ �_ E3 j e� L e- -7 '1- 7- '01 V/ 14 -7 a lo 'oe 4 Ar W= Zoo 4'f 7-r"0-4 4c).7 iv- Z7 7 2-4". I v L" 4 I Af a c- ae, 62 7 .......... STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT: SHT: L OF 56*30 198th St. SW P.O. Box 536f- - LYNNWOOD, WASHINGTON 98036 BY: WE IF DATE: 4 �HKD: JOB NO: 0 L 6 2 7' 7' C2 iee S 7 Irl I, _X 7] e,? Ve Z4 A: C7 t 7 ...... [421 17:1 a 777 F.:7 V sow 1p Id 50 ir W 6 ez ev e T -34 7- ............... _T7 /D/ Al 'e-2 L T _ j T f7/ STRUCTUkAL DESIGN ASSOCIATES,INC. SUBJECT: ll- ,,12 P7, Lt- Ze=Ali SHT: I Cli OF - 5630 198th St. SW P.O. Box 5366- - �ANWOOD, WASHINGTON 9803E. BY: DATE: 4 7HKD: JOB NO. 69 Xy. 7 e A /Av r—1- C C 7-JO eca.l F IT J o e. o ire, -j !< 47 6",e� 1--4 FTP-11- 4- 2'7 -7 2-5-"Ir :t_ z2i- 7 t ........... —T v= W:7)?4 f-5 of t33-h?' V t X-4 /? 4 STRUCTURAL DESIGN ASSOCIATES,INC, SUBJECT: SHT: /2 OF 5630 198th St. SW P.O. Box 5366, I,YNNWOOD, WASHINGTON 9803(, BY: DATE: "iHKD: JOB NO: Jr . j -ps I f 1 ....j�_ E i E '�.� T'z�0�t! ,5�... 77 II 2 -5/ 49 162, _;ff _ter------------ a • STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT 10-11N Ire'PTS, P i! 77 SHT: OF 5630 198th St. SW P.O. Box 5366 4YNNWOOD, WASHINGTON 9803E BY: hyE DATE: JOB NO: ........... ---------- 7 1— ---------- 4- 9 0,9 J2 "31.......... J- 00 T- 1 v <� ~ ^ ^ RUN 04-25-1989 14: 39: 18 * BASEMENT WALL WITH PARTIAL BACKFILL * -------------------------------------------- SOFTWARE DESIGN BY KASE VANDEN ENDE, P. E. STRUCTURAL WFSIGN ASSOCIATES, INC. , LYNNWOOD, WA 98036 ' JOB NO. & DESCRIPTION: ? 10 UNIT APT FOR MIKE JONES ________________________________________________________________________________ LOCATION: ? UNDER MIDDLE UNIT , STORAGE AREA ?Redo from start LOCATION: ? UNDER YHE MIDDLE UNIT WALL HEIGHT BETWEEN SUPPORTS (FEET) ? 8. 5 FILL HEIGHT (FEET) ? 8. 5 SURCHARGE (PSF) ? 100 EQUIVALENT FLUID WEIGHT (=> 50 PCF ) ? 50 THE REACTION AT THE TOP OF THE WALL IS 838 PLF THE REACTION AT THE BOTTOM OF THE WALL IS 1440 PLF ' MAX. MOMENT IS 2. 53 FTK AT 4. 78 FT FROM TOP _____-______________-________-___-__~__________________~_~________________ F 'c (KSI ) ,Fy (KSI ) ? 2,40 MIN. WALL THICKNESS IS 5. 10 INCHES WALL THICKNESS ( INCHES) ? 8 BARSIZE (e. q. 5) ? 5 D max . = 6. 69 INCHES d ? ( INCHES) ? 6. 69 VERT. R/F= . 2586385 IN2,WHICH IS 2. 694151E-03 * THE AREA SELECT ONE OF THE FOLLOWING: #4@ 9 #5@ 14 #6@ 20 THE MIN. REQ 'D HOR. R/F IS: . 24 IN2 SELECT ONE OF THE FOLLOWING: #4@ 10 #5@ 15 _____________-_______________-____________ . MORE DESIGN WANTED ? Y/N? N Ok Ok ' / 04-26-1989 0028: 01 ~ * 8ASEMENT WALL WITH PARTIAL BACKFILL * ------------------------------------------ SOFTWARE DESIGN BY KASE VANDEN ENDE . P. E. STRUCTURAL DESIGN ASSOCIATES, INC. , LYNNWOOD. WA 98036 JUB NO. & DESCRIPTION: ? 10 UNIT APT FOR MIKE JONES ________________________________________________________________________________ LOCATION: ? AROUND STORAGE AREA WALL HEIGHT BETWEEN SUPPORTS (FEEl ) l 10 FILL HEIGHT (FEET) ? 10 SURCHARGE (PSF ) ? 100 EQUIVALENT FLUID WEIGHT (=> 50 PCF) ? 35 THE REACTION AT THE TOP OF THE WALL IS 777 PLF THE REACTION AT THE BOTTOM OF THE WALL IS 1361 PLF MAX. MOMENT IS 2. 78 FTK AT 5. 65 FT FROM TOP -------------------------------------_____________ F 'c (KSl ) ,Fy (KSl ) ? 2.40 MIN. WALL THICKNESS IS 6. 00 INCHES WALL THICKNESS ( INCHES) ? 8 BARSIZE (e. q. 5) ? 4 D max . = 6. 75 INCHES d ? ( INCHES) ? 6. 75 VERT. R/F= . 2832907 IN2,WHICH IS 2. 950945E-03 * THE AREA SELECT ONE OF THE FOLLOWING: #4@ 8 #5@ 13 #60 18 ` THE MIN. REQ 'D HOR. R/F IS: . 24 IN2 SELECT ONE OF THE FOLLOWING: #4@ 10 #5@ 15 ------------------------------------------------ MORE DESIGN WANTED ? Y/N? 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