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Permit 4232 - First Western Development - Tukwila II - New Building C
[...4, 'tIT'Y "6F TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT New Warehouse /Retail Building 16550 W ValTey Hy (81dg C) Suite # Warehousefketai1 (Point shore) Assessors First Westenn Uevetopment PO Box 6306, Lynnwood, WP PERMIT # Control # 85-184 Tenant Tukwila II Account # 252304 -9045 Phone # /71 -2300 Zip 98036 Phone # 774-3821 p 9036 Construction Associates , CON51 A *I9 -UNA . s. , ynnwoo , H FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Warehouse Retail Other Occ. Load 1st F1. 100 3512 1952 3-2/ 78 2nd F1. 1H -2 3rd F1. 1 Total 100 3512 1952 B- 2/,-1 -2 78 Fire Protection: Sprinklers [] Detectors Zoning M.1 Type of Construction V -N Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ N/A Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # $ Receipt # $ Receipt # $ Receipt # $ Receipt # $ Receipt # $ $ N/A FOR SIGN PERMIT ONLY L7 Permanent La Temporary [] Single Face [] Double Face [] Wall Mounted J Free Standing LJ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINE') THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIG TYPE OF W K WI BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE ;'J OR ,c,ANGEL Pp9V15ION5 OF /ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. XSigne t,/ / /���"t.�[� ��� It/ G.. Date ^ % • �3 .0 LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. / (X) I, as owner of the"i•o arty, T,sively contracting with licensed contractor's to construct the project. /� Owner (signature) ��•,���``� �i tat- `' <— �Y "?.•-r''7�" -� °-�. Date /'�_7'� CITY OF TUKWILA Building Division r 6200 Southcenter BO. dvard Tukwila, Washington 98188 (206) 433 -1845 .w ....�. +�r.uw.. tP4tl.r.nn..te:w : weP:r � +wWUyvu U?+�Yt�:nr.w rn:<r• INSPECTIO " ECORD Permit # 9 32 13 /I)6 -C.. /4SSc W 04a.9 fiw s14 r`% l R. o c k Address 1 Type of Inspection REQUESTED: e, — 4/x-7 ' - 8 6 of fa v. Date /Time Requested Date /Time of Request Requestor Special instructions: INSPECTION (details of actual inspection): Oh Eck lD- R ci wx LL N AL1) nia REMARKS (results, descrepancies, etc.) /Op X. va- CITY OF TUKWILA - BUILDI G DEPARTMENT Inspector. Date (v 8 6 atlgittl.. tiw' teacw. �rarxan .auM•Mxr.wa.�,.«..,........._ e.„._........... •..• CITY OF TUKWILA Building Division ( 6200 Southcenter Bo, ►evard Tukwila, Washington 98188 (206) 433 -1845 l (o S50 W •e.ot Valtst Address INSPECTIOC!lECORD Permit # 4A.3 2- Typ(k of�dtion renrrv:;o-10,0 REQUESTED: 6- q'. . .J ./A g 3:1c J IJ'n A hi J"tvu Date /Time of Request Requestor Date /Time Requested Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) /202fLoUeb CITY OF TUKWILA - BUILDI G DEPARTMENT Inspector Date S,-2.9 —B(-; MEMO 2 To' 7,en -10 / Date 3 - 44- ?�, Time %. ¼7y' . - Name WHILE YOU WERE �O,UT 441c - Comp , —`4 /i Phone O TELEPHONED 0 PLEASE CALL 0 STOPPED BY TO SEE YOU O WILL CALL AGAIN O WILL STOP BY TO SEE YOU 0 WANTS TO SEE YOU O RETURNED YOUR CALL 0 RUSH Message ,� p 0 Alemesmilmmememmo % �, Elk. uJQ n 3S Printing 1anlnlmrou.uommnewr 22751 72nd AVE. S. - BLDG. E KENT, WA 98032 (206) 395-4840 IMPORTANT MESSAGE) Norm FOR DATE 2/28/86 TIME 1:40 A.M. M Jim Shelton OF Curtis Associates Tukwila TI Project PHONE EXTENSION AREACOOE NUMBER TELEPHONED }{ PLEASE CALL CAME TO. SEE YOU WILL CALL AGAIN., WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION He will be pouring concret MESSAGE at 12:30 on Monday for pile caps and grade beams SIGNED Carol TOPS, FORM 4005 11T40 IN U. S. A. IT & c �� F Tu NIL A Central Permit System :....:'. Contirol No. S5--iB`/ Permit No. 2/; ::& FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Wire Dept. ❑ Police ❑ Parks/Recreation Project Name lo14v1 k '7'. , j11 t i :? ((/ 17.3 Address Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ) (0) 'ry,i r1, 111r) ('i (' ( . 0 't 1(.,"r- 60 ;{/ r'. +: . 4)+ ('' 1(1. l.) f j 1 is —� �1 r 1 ;k -(L() /'L•.:'.)'t V. (... )!ol t• x114 I I. (.• ) �;) 'it1 -1; (t.. {rt`•,) ..,,. ''l • .. ti,„ r t r ,/,.; {'e, 'i, % ;(, a !(r i 1 r i , "' ., r 71, k X�i .1 4m /A ) rc. (,T'. ti,„ <.;,j' f.{ . ,,,, C'�' ..�k.'l,,, .c f: „4 `1)/). - - L, 1, -„ ' i i ' !` A.) /flu; -t t: ') . ' r f „ .f S" J--t L " r l (�'Z /4• ' i (.7 cn .,.,-1l / _�,,,,f, ■ �� r.r'�.. (.);^` C ',t � rt -t -J: tr .l. t, l.r d' i. � 7f` �(..t /1 (J i 1 `r r s : ( ire. C. V.../),. 11,(14,)/) 1 /-? . 6t'( -.4 f •'`i % t, iT , . 7• Authorize'" Signature Date Phis project is approved by this department: Authorized Signature Date CPS Form 3 J CITY OF TUKWILA Central Permit System Control No. 85 --/8/ Permit No. 2/a3A FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works L,Fire Dept. ❑ Police ❑ Parks/Recreation Project Name 1 14,u+ la Two Address j(A('0 / I(04ao 1 /(QSSD f /(°'Lofl Type of Permit(s) L UQ / -et I4 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project,is NOT approved by this department; the following corrections are necessary: (() a ,2 . i-x -{) (a) Avl,-o -E f- o/6, A/6 tSpa 811M-4 (4) Ts/A- CQ,n i a0 S ,, (5) ,lm /8 ' CP.ecvtG -�cp 1 r n L a s (-7) 54(A-t/ l .i M (8) q,) a (Xer^- covi 1'1'6 7 -I6 -g(o Date J 1 This project is approved by this department: Authorized Signature Date CPS Form 3 CDP. INC. P\(1\RCIA EIS L 4230 198th ST S.W. June 2. 1986 LYNNWOOD, WASHINGTON 98036 (206) 771 -2300 Building Department City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 PROJECT: TUKWILA TWO. CDA 11585 SUBJECT: INTERIOR FINISHES Dear Sirs: I:8CT[Od1D JUN 51986 CITY OF TUKWILA PLANNING DEPT. I would like to formally request that the City of Tukwila allow First Western Development to omit the gypsum wallboard on the furred walls over the storefront of Buildings "A ". "B ", "C" and "D ". Installing the gypsum wallboard at this time will make future installation of tenant improvments and signage extremely difficult. The gypsum wallboard will be installed as a part of the tenant improvement work when the buildings are to be occupied. I would appreciate your quick response. If you have any questions please feel free to contact me concerning this issue. Sincerely. eletLy0.4„ im Wieben COMMERCIAL DESIGN ASSOCIATES. INC. JW /sve -028 ri-te-ezee R ,# Y3304j233 City of Tukwila Mayor VanDusen Fire Department Hubert H. Crawley Fire Chief Fi y October 16, 1985 Building Official City of Tukwila Control #85 -184 Re: Tukwila Two - Building A (16460) Building B (16490) Building C (16550) and Building D (16600) West Valley Highway The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns. 1. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 2. The total number of fire extinguishers required for your establish- ment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Entinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5' above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 3. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 and 12.114. (Second exit from Sales Room of build- ing C appears to go through adjoining warehouse) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 4. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) (Building B and C) 5. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (Building A and D) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575.4404 Building Official Control #85 -184 Page 2. An approved automatic sprinkler system may be required per Section B of City Ordinance #1141 upon determination of intended use of the buildings. 6. Local UL Central Station supervision is required. (City Ordinance #1327) (All buildings) 7. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 8. Fire hydrants are required as detailed in City Ordiance #729. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all. sprinkler system piping... (NFPA 13, 1 -10.2) 9. Protective guard. posts or curbs :are required around:all gas meters, 'electrical transformers,. sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 10. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 11. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 12. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall con- trast with their background. (UFC 10.208) cc: T.F.D. File Mahan &Smith,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 January 27, 1986 Jim Wieben Commerical Design Associates 4230 198th Street SW Lynnwood, Washington 98036 Regarding: Plan Review 85 -T -16 (Tukwila Two) Dear Mr. Wieben, We have received revised plans for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barriier Free Facilities and The Washington State Energy Code. All our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. 5 Bridget Smith cc: Tom Hill City of Tukwila Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624.8150 (206) 6244488 October 23, 1985 CDA Inc 4230 198th Street SW Lynwood, Washington 98036 Regarding: Plan Review 85 -T -16 (Tukwila Two) To whom it may concern, We have received drawings for the proposed buildings and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Provide structural calculations 2. Provide tilt up wall panel reinforcing and details. 3. Show how shear is transferred from slab diaphragm into the pile caps. 4. Show how shear is transferred from the roof diaphragm into the shear walls. Ordinance 1. Complete detail designations and correct existing section cut designations. 2. Glazing is in violation of Section 5406(d). 3. Area separation wall between Building B & C is in violation of Section 505(e) for a type III building. 4. Wall types B & C for exterior walls is in violation of Section 2003. 5. Wall types K & L called out on Sheet 3 & 4 are not shown. 6. Show location of canopy on elevations. 7. Show dimension from roof to roof hatch opening. 8. Provide soils report. ',October 23, 1985 'CDA Inc. Re: Plan Review 85 -T -16 (Tukwila Two) Page two Regulations for Barrier Free Facilities 1. Provide dimension of grab bar behind toilet. 2. Provide dimension of clearance under sink. 3. Provide room dimension. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith BS /co cc: Tom Hill City of Tukwila 6230 Southcenter Boulevard Tukwila,, Washington 98188 Mahan &Smith,Inc. Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (208) 824.8150 (208) 824.4488 November 14, 1985 Thomas Houha CDA Inc. 4230 198th Street SW Lynnwood, Washington 98036 Regarding: Plan Review 85 -T -16 (Tukwila Dear Thomas Houha, We have received additional information on the proposed buildings and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code. Our continents follow: Structural 1. All our comments have been answered satifactorily.. Ordinance 1. Building A D appear to be in violation of Section 1709. 2. Building "C" appears to be a paint store which would be H -2 occupancy not B -2 occupancy as shown on the drawings refer to Chapter 9. 3. If the storage room in building "C" is meant to be inside liquid room, it is in violation of Section 902(c). Also refer to Section 903. Regulations for Barrier Free Facilities 1. All our comments have been answered satifactorily.. , November 14, 1985 `: • CDA Inc. Attn: Thomas Houha Re: Plan Review 85 -T -16 (Tukwila Two) Page two Washington State Energy Code 1. All our comments have been answered satisfactorily.. Please call if you have any questions. Sincerely, MAHAN SMITH, INC. Bridget Smith BS /co cc: Tom Hill City of Tukwila 6230 Southcenter Boulevard Tukwila, Washington 98188 • Mahan&Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624.8150 (208) 824.4488 December 2, 1985 .CDA Inc. .4230 198th. Street SW Lynwood, Washington Regarding: P1 an Review 85 -T -16 (rTukwa'a =Twti) Dear Thomas Houha, We have received additional information on the proposed project and have reviewed it for complriahce with Chapters 5 through 33 of the 1982 Edition of the Uniform Builidng Code, Comments on structures, Regulations for Barrier Free Facilities and the Washington State Energy Code.have been answered. Ordinance comments follow: Ordinance 1. The sales room building "C" is in violation of Section 3303(a). Also refer to 3303(c). 2. If building "C" is all H -2 occupancy, it is in violation of Table 5 -C, including increases for yards. If the warehouse and storage area are H -2 and the sales area is B -2, openings are in violation of Section 503. Please clarify intent and extent of occupancy separation walls. 3. Occupancy has not been changed on Sheet A -1 per comment #2 of November 19th letter. 4. How is maximum allowable amount .of liquid established by Table 9 -A going to be controlled in the warehouse? Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill City of Tukwila OF }10E MEMO CITY of TUKWILA TO: ((L/ FROM: /� DATE: /!�-17� c SUBJECT: T -u11 ! l . yA,e,a/ (Azoi"ai oad4Ai ge9,9 af,frorxe efre em -�, 4Gci1,e6- d a-1,1 -%-e `zodi -- (if ovaiuLea ` /7 s Gz- a, /4.17- 6taa, u`6- TO: p %U FROM:/ (•/ DATE: /Q_ /7 -F SUBJECT: 7 ?Li V //a.-' OFcICE MEMO CITY of TUKWILA 1. 10a./1-2•49 Lk muhaa,a�- L.,716 de---r7v Loial TO: FROM: DATE: /O-c,7,2-85- ) SUBJECT: �{�% 4 /c!.'u!! U ` (2,?-1 7 '` OFFICE MEMO ITY OF TUKWILA Taietod 2J, q0 1.30. xL (640A-/44.) (n, 000 pew _ If _. �1.ci0 j_._2,q , (moclAii_e/L) 1 q, U 7 (.4, re-0 4C. va ' -) 11 Co, 8c20 Tata/ ��ecs cl ti c-r11 ' 563.Ov An ,14— 52200 L.34-m-cfra14-yezp 5-0 aid ita.p.c,,i-116.- 67560 1..lCo.(5-0 ?Do .50 ql (1n2 1q.14:7 ic 5 ,7 a . 00 Citat ) oC floc ch /60,57) q41o:50 . 4 .3 3 O 0 ttl O 8 iTr L f 0 0! Iba SS-L-01 :010 Structural In: 1Q -7 Out: ry)a41/101 w; w tw 5cc1101%b)1a wAAu & jl -)vr# un, ) tucit do r1/7 I L 7 4 .n kx-, LAN z is L V Required number of parking stalls 34 %(s2.2s).ctt.1.o)) Dirt 4114 waif MMr✓i iu toi µo ecC uur.c, g+.eAncu ST1. .?4,To$ A IjcwcD. •n'c n ..ptc•r...G. MYCr Scfu.r fcnr.. DestryJte <<•T iw. i 1 .•.4. kit _44.44tfOliti_11,12://__Illin44210(4-10.114-1-1 ■ i 1 70 n * 5 0/ {{yy OL PUBLIC WORKS i Cg 0 0! Iba SS-L-01 :010 'CITY OF TUKWILA (, Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT APPLICATION (Please Print) Describe work to be done 09N S(RO Site AddressW. VALL.E1/ (ZD, S,of ST� Assessors Account # Building Use /SrI(..- Grading: Fill UIJ'�lll' cubic yards AjEFW 12./G uite # Tenant Valuation of Constructions Type of Construction Occ. Group t Control # Valuation Plan Chec Receipt # OP- 13100 65-15V a 7 Po ee 0'1$1 0 711 .12.00 oldl0 J3 PG 13U 11,0NIlJ c. CutUNP' cubic yards Property Owner ?)1.-r E S& • ca • Phone # gC..�• -� GA D S GYN N UXX7 jiv /\- Applicant (bV TI/PleR2G1A1. -. 06316/t,1 e c'S„SO . Phone # Address Address 77(_�,o Zip l' CQ 771— Z� 4'2 IT YN N wGx- r LuA .zip 9 g3 ef) SCp Architect /Engineer a R /A<- f (6M MS` _Phone # -7-7 (— Z a S(,(. � LYNKRA CO L4J zip Address � Zed 11 C� TA' Contractor M.B. C*WSTRUCT(C)V0 License # Phone # Address Zip I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) l \iwv titt., Ti- oVv1P Wi 1-6014—A Contact Person (please Print) ( ROM .-% -k . ( UR Phone # 77 L 2a -7 (print name) Date 2 ' -7 (8/85) voorn 36* LOAM 6145, 300 ID IS C- 601)26 1bow Aa2Lo 4.30 Waialal/Ot 3-1114 300 j3 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT APPLICATION (Please Print) Control # ?5-11 Valuation If(', Plan Check Fee 3.b�,OD Receipt # p-7 R VC/1(9 tq Describe work to be done C.oNsTh JC T' N Et J Co 000 5 F (2EnivIL W. vAI,te f RA,, Site Address S • of STPANPFTZ.. Suite # Assessors Account # Building Use 12E"fPx1L- Tenant UNIe-N0Lth'J Valuation of Construction )167/620 • Type of Construction Occ. Group g - Grading: Fi11 U J\'' 1-) -cubic yards Cut ON le-katnQ cubic yards Property Owner t t /. • Phone # 771 2 -3GpC, Address (?O. &Q-A tyNMt0000 Goa, `180 Zip 1 &G)2 Applicant C(-mM w1 Ei?1Ac. Desk J kvssod,S , Phone # 771 Zip °1e) C., Architect /Engineee_ONIWIr (At.. DES1c113 .is,.55-cie . 55-c Phone # 77( -/2"0 4.2 ,o (e57 r+4 stu . L' J1A, D L J Zip 61 g . . (.47 Address z1-2.= (15 r4. SL&). biN 4)629D D GUQ . Address Contractor %.r.). CC s‘)STi<'- d_'TCUi'J License # Phone # Address Zip I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) V1/1. (-6)GUk% Date OC.T 4`' % /966.5 (print name) 714-67VAINT.S M. Poot4 -'A Contact Person (please Print) - t-` INIPc ( U Phone # 771 Z-.sc,=' (8/85) ,Ci/1,c6 eaairl I1 q3 = 30 = 3% WOO watt, 0/2) q?07 3oV )(A �,,{d • o ' CITY OF TUKWILA( 'O` 0 • Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT APPLICATION (Please Print) Describe work to be done (14X)S172.6G-1 W . VA t-Y (2-2 Site Address S. or Sit rV Of'R- Control # Valuation /55, 7 '0 Plan Check Fee 3.74u N1 Receipt # 4)7gV New g'o sf==. 1ec go L.. Supe, Suite # -- Tenant UN y..-K1OW Assessors Account # Valuation of Construction � / -7 60• Building Use '-.C" -11sd\ Type of Construction ?J -iv Occ. Group Grading: Fill UM /6cubic yards Cut(06411OWVUcubic yards Property Owner r\ ��--T toerEFr2ti REV. C41) • Phone # Address '2o. 139(s "X64 / C.YoutvooLD (,0fir Applicant 600161W1, U(44 Pry! &) AS-50C-‘-'3 Phone # Address +Z•36) Me,TH Sr. SW. LYi rUt,JOc Architect /Engi neer C..f9V101402 C-4 (L\&i tSI '(- -S Phone # -77( -2 Zip '9 SCp 7 l - 2� ice-. Z i p `I • r ice WA- Zip '9F SC--to Address Contractor M •1 • CoMSTl2ik.,T(v1U License # Phone # Address Zip I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) Date `p ` 7 rcrgs (print name) 1-v t44 . (-4„t t-4, Contact Person (please Print) TADV144 -S l t - 4lIbilar Phone # (-- 2' 0c (8/85) eoo177 1389 ~ 30 = U 1p (0CL4U14 tote 1 I -= 300 .P "z a te . 20 24- 22 20 2 • _ . V N PIPE - -ZS 01.101.1444 Ivt( /51.W.444 �1'ro w�l t:se*. ono, Lo,04614 144r01• Pep 401reGfi 14'4r1g- pop 410~ rvk+rlE PUGET SOUND 1 — - -- tee --15P� — - ..-- ,:----- ---- -- 6, Q^ • -- 2n -. . 22- 22 - -- - -- — 22 POWER • FRONIAGE AREA A AND LIGHT CO. R.O.W. ® CONC PEDESTAL FOR POWERJNE TOWER za 2 f. G-- - -lVnI ?3'00 "W • • • a ,.e, ,Z" E; 758.43-- UWS -- . 24 *P P et,. NOTES: 1. • 2. 3. 4, S. All landscape areas, except areas specified for sod, shall receive a minimum of 2 Socha, of salt free garden bark. All landscape areas shall have a automatic irrigation systole. finish grade in all landscape areas. except where grades will not allow, shall bet minimum of 2 inches above the top of curbs. Taper at edges. All landscape areas shall re; :2FVe groundcover. Plant types specified are intended to establish the quantity and quality of landscaping to be installed. Other species Fray be substituted if the AIzit and general characterist .c.: are similar. Request approval from rchitect prior to installatiGn. t0a. 22 ,.' -- 24 • r' 4 • ,...omp....1111.111.. • • •1 C C (*s C C 3', co -• ele"LaI'— 64 - 14) e'PGs a "a'-o" SAN SwR RIM '242 1Nv =106 24 30-- 4' 10' O. SLOPE, DRAINAGE AND UTILITY EASEMENT REC NO 6487541 (CONTAINS UTILITIES) • • F I ►'R.EJFD t.IRF; EDGE Ot 0A•I▪ FMFN▪ T • MON N CAST WEST 1 VALLEY G e 'L6 26 6 ENV = 25 4 —, . `� .R•Z!'�1"r�• • - 1T��t�,L►J'�w1 yy�AI� J ,.r �•�•�„�A,.,���� K��� .-i+" 4I i -ow 1� , • • ROAD SITE PLAN IIlx �OI_ ©II 1. - - • • L- ----- NO LEFT TURN ZONE S.R. 181 .. _.. :. �� _...... .,r.,... _ • • • --- w YFM ASPr-IAI.T ROADWAY ►VA. Fc • .,Qti . N "F 722 4 . _ - - N STA'E •••■HwA'r {AAPS ■ND'CAtc AV ADD' *IONAI 4,AT£RMAIN 1% '4E EAST } 5,0E OF S P i$i u• %•. 1011 • Q. M , l 'sl ( t 4.• r fi • • 2.1 • 2N42. gpt :11:064, ? 96 • •v M .1 M7 • CM 11nIi11i 111111TH III;IInt I;i1Iilir ,Ii1I,in nnInn 11411, it • "9 " "llli Iil il1i ii ;Minn liiiifiii ill +1IIII . LANDSCApE SCHEDULE. .. etlionsioN Pon ouft Mme" of k' LAP( 11a :.. W V 1'�i: Cam► 2. ci.,. 4.i :• 1416 ;4 WO- el,�'t e! d 416 wog? 4� "`1tJdi1D fir-e . ; e -i(p 41 04. f -. P.A... tee. CZZZ) vtf tvie.1"'i c4,9.,/ ,fro te- e, 1.14064. 151, e 7// /7, 'f `/ lirtiera.14,,14evyt-114 i�°,*r , %_ , NOTES: 1. • 2. 3. 4, S. All landscape areas, except areas specified for sod, shall receive a minimum of 2 Socha, of salt free garden bark. All landscape areas shall have a automatic irrigation systole. finish grade in all landscape areas. except where grades will not allow, shall bet minimum of 2 inches above the top of curbs. Taper at edges. All landscape areas shall re; :2FVe groundcover. Plant types specified are intended to establish the quantity and quality of landscaping to be installed. Other species Fray be substituted if the AIzit and general characterist .c.: are similar. Request approval from rchitect prior to installatiGn. t0a. 22 ,.' -- 24 • r' 4 • ,...omp....1111.111.. • • •1 C C (*s C C 3', co -• ele"LaI'— 64 - 14) e'PGs a "a'-o" SAN SwR RIM '242 1Nv =106 24 30-- 4' 10' O. SLOPE, DRAINAGE AND UTILITY EASEMENT REC NO 6487541 (CONTAINS UTILITIES) • • F I ►'R.EJFD t.IRF; EDGE Ot 0A•I▪ FMFN▪ T • MON N CAST WEST 1 VALLEY G e 'L6 26 6 ENV = 25 4 —, . `� .R•Z!'�1"r�• • - 1T��t�,L►J'�w1 yy�AI� J ,.r �•�•�„�A,.,���� K��� .-i+" 4I i -ow 1� , • • ROAD SITE PLAN IIlx �OI_ ©II 1. - - • • L- ----- NO LEFT TURN ZONE S.R. 181 .. _.. :. �� _...... .,r.,... _ • • • --- w YFM ASPr-IAI.T ROADWAY ►VA. Fc • .,Qti . N "F 722 4 . _ - - N STA'E •••■HwA'r {AAPS ■ND'CAtc AV ADD' *IONAI 4,AT£RMAIN 1% '4E EAST } 5,0E OF S P i$i u• %•. 1011 • Q. M , l 'sl ( t 4.• r fi • • 2.1 • 2N42. gpt :11:064, ? 96 • •v M .1 M7 • CM 11nIi11i 111111TH III;IInt I;i1Iilir ,Ii1I,in nnInn 11411, it • "9 " "llli Iil il1i ii ;Minn liiiifiii ill +1IIII rBLDG A [BLDG B BLDG C1 BLDG D- TITLE INDEX A -1 COVER SHEET A -2 SITE PLAN A -3 FLOOR PLANS BUILDINGS A & B A -4 FLOOR PLANS BUILDINGS C & 0 A -5 ELEVATIONS BUILDINGS A & B A -6 ELEVATIONS BUILDINGS C & 0 A -7 WALL SECTIONS A -8 DETAILS & SCHEDULES A -9 DETAILS S-1 NOTES & •PILE CAP DETAILS S -2 PILE & SLAB PLAN, BUILDING A S -3 ROOF FRAMING PLAN, BUILDING A S -4 PILE '' SLAB PLAN, BUILDINGS B & C S -5 ROOF FRAMING PLAN, BUILDINGS B & C S -6 PILE & SLAB PLAN, BUILDING D S -7 ROOF FRAMING PLAN, BUILDING 0 S -8 WALL PANEL DETAILS S -9 MISCELLAUEOUS DETAILS C -1 EROSION CONTROL PLAN C -2 SITE DRAINAGE PLAN C -3 SURVEY G.4• UfLwfr SW -1 SHERWIN WILLIAMS STORAGE ROOM DETAILS L �� F r 1:3WA1 E . 111 Will ' - - JiJJa/•• / .r'JJr s1�'ir.'�' • f 6, {I' �I w . i., 4,) _ "i r7. rAINT ki;% PROJECT DATA _��, ' f ��i/ �,!, �.• I �{ � ��. �I� }_ - - ...,..Y -^•^rte "',�''� I�rr-�""�'��--- -�---� _. _- _ -- ..Mw /e/ Zg a 1.42:7:----A.2 ' • ' ' V GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE 'rat '2 EDITION OF THE UNIFORM BUILDING CODE. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OF REDWOOD, ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS AT 101-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH U.B.C. SEC 2517 (F). 4. AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NAFA PAMPLET NO. 13 AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE CITY OrrLI'`W,�A FIRE CHIEF SHALL BE INSTALLED. (BLDG'S B &C SPRINKLERED ) 5. PROVIDE SUITE LETTERS OVER EACH ENTRY DOOR. LETTERS TO BE WHITE DECAL APPLICATION TYPE MADE OF VINYL. LETTERS TO BE A MINIMUM! OF 3" IN HEIGHT. CONFIRM SUITE LETTERS WITH ARC :HITECT PRIOR TO APPLICATION. 6. PROVIDE A FLOOR OR LANDING NOT GREATER THAN 1/2" BELOW THRESHOLD ON EACH SIDE OF ALL REQUIRED EXITS. 7. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETERMINING EXIT RE- QUIREMENTS, AND LOCATING TOILET ROOMS. FINAL LAYOUTS TO BE SUBMITTED AS TENANTS ARE SELECTED. 8. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX (U.B.C. SEC( 1105') ?WILL BE INDICATED ON TENANT IMPROVE- MENT PLANS. 1. GENERAL CONTRACTOR RESPONSIBLE FOR PERMITS Exc.EP1 BtA.e . Pc �2r11 TS 10. PROVIDE EXIT SIGNS (NON-ILLUMINATED, UNLESS OTHERWISE NOTED) OVER EXIT DOORS IN REAR OF EACH SUITE. 11. NOTIFY COMMERCIAL DESIGN ASSOCIATES OF ANY CONFLICTS OR CHANGES TO THESE DRAWINGS. 12 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. 13. 14. BUILDING ADDRESS SHALL BE POSTED ON EXTERIOR FACE OF BUILDING IN LETTERS AND NUMERALS 60 OR LARGER. ADDRESS SIGN SHALL BE INDIVIDUAL SYMBOLS IN EITHER WOOD OR STYROFOAM WITH HIGH DENSITY OVERLAY ON FACE. ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 3000 SQUARE FEET. ENCLOSED SPACE BETWEEN FLOORS AND CEILINGS SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 1000 SQUARE FEET. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO ROOF OR FLOOR. „a /l/ / / / /G / / /Pz lC`� 1,- L,' U Lrz1 LOCATION: ZONING: OCCUPANCY GROUP: PROPOSED USE: BUILDING TYPE: SITE AREA: BUILDING AREA: TUKWILA, WASHINGTON ti M -1. LIGHT INDUSTRY (' B -2 / . 2 L RETAIL TYPE \' -N (BLDG'S A &D UNSPRINKLERED) (BLDG'S B &C SPRINKLERED) 71,630 SQ FT BLDG A: x'1147 SQ FT BLDG B: SQ FT BLDG C: 70 SQ FT BLDG D: 7 92E5 SQ FT TOTAL 2S7-1 SQ FT orolima7 ABBREVIATIONS And L Angle ra At Centerline Diameter or Round J_ Perpendicular Pound or Number A.B. ACOUS. A.F.F. AGGR. ALUM. ANOD. APPROX ARCH. ASPH. BD. BLDG. BLK. BI_K'G BM. BOT. B.U.R. CAB. C.B. CEM. CH. C.J. CLG. CLR. C.O. COL. CONC. CONN. CONSTR. CONT. C.T. CTR. CTSK. DBL. DEPT. DEF. DIA. DIM. DN. DR. QS. DWG. E. EA. E.J. EL. ELEC. ELFV. ENCL. Anchor Bolt Acoustical Above Finish Floor Aggregate Aluminum Anodized Approximate Architectural Asphalt Board Building Block Blocking Beam Bottom Built Up Roof Cabinet Catch Basin Cement Channel Control Joint Ceiling Clear Clean Out Column Concrete Connection Construction Continuous Ceramic Tile Center Countersunk Double Department Detail Diameter Dimension Down Door Downspout Drawing East Each Expansion Joint Elevation Electrical Elevator Enclosure E.P. EQ. EQUIP. EXST. EXPO. EXT. F.D. F.E. F.H. FIN. FLASH. FLR. FLUOR. FOUND. FRM'G. FT. FIG. FURR. GA. GAL V. G'. GND. GR. GIB GYP. N.B. H.C. HDCP. HDWD. HDWR. H.M. HORIZ. HR. HT. INST. INSUL. INT. LAM. LB. LOC. MATL. MAX. MFR. M.N. MIN. MISC. MTD. MTL. N. M.I.G. NO. N.T.S. Electrical Equal Equipment Existing Exposed Exterior Panelboard Q.C. Floor Drain Fire Extinguisher Fire Hydrant Finish Flashing Floor Fluorescent Foundation Framing Foot or Feet Footing Furring Gauge Galvanized Glass Ground Grade Gypsum Wall Board Gypsum Hose Bibb Hollow Core Handicap Hardwood Hardware Hollow tietal Horizontal Hour Height Installation Insulation Interior Laminated Pound Location Material Maximum Manufacturer Manhole Minimum Miscellaneous Mounted Metal North Not In Contract Number Not to Scale PL. PLYWD. P.P. R. R.D. REC. REF. REINF. REQ'D RM. S. S.C. SCHED. SHT. SHTG. SIM. SPEC. SQ. STD. STD. STOR. STRUC. SUSP. S & 'I SVC. SYM. T. T.C. TEL. T & G THK. T.O.P. T.P. T.W. TYP. U.B.C. UNF. U.O.N. VERT. W. W/ WD. WDW. W/0 WP. WR. WSCT. WT. On Center Plate Plywood Power Pole Radius or Riser Roof Drain Recommended Reference Reinforced Required Room South Solid Core Schedule Sheet Sheathing Similar Specification Square Standard Steel Storage Structural Suspended Stain and Varnish Service Symmetrical Tread Top of Curb Telephone Tongue and Groove Thick Top of Plate Top of Pavement Top of Wall Typical SITE COVERAGE: PARKING PROVIDED: 36.3`: STANDARD: COMPACT: HANDICAP: 29 SPACES 15 SPACES 4 SPACES SYMBOLS BUILDING SECTION - SECTION IDENTIFICATION -- LOCATED ON SHEET... WALL SECTION -- SECTION IDENTIFICATION LOCATED ON SHEET... TOTAL 48 SPACES CONSULTANTS NORTH ARROW CIVIL ENGINEER S.C.R. ENGINEERING ASSOCIATES 1702 HEWITT AVE., SUITE 'C' EVERE!T, WA. 98021 (206) 339 -9133 STRUCTURAL ENGINEER SURVEYOR TIM IIANSON & ASSOCIATES, INC. 15716 N.E. 66T11 PLACE REDMOND, WA 98052 (206) 881 -5466 MCMAIHAN & BAKER, INC. P.O. BOX 5125 LYNNWOOD, WA. 98046 (206) 771 -6666 SOILS ENGINEER BOSS TESTING & ENGINFRR1NG 19015 - 36111 AVE, WEST #C LYNNWOOD, WA. 98036 (206) 778 -4402 ELEVATION MARKER DETAIL ----DETAIL IDENTIFICATION LOCATED ON SHEET... GRADE ELEVATION OFFICE Uniform Building Code Unfinished Unless Otherwise Noted Vertical West With Wood Window Without Waterproof Water Resistant Wainscot Weight INTERIOR ELEVATION -- ELEVATION IDENTIFICATION -- LOCATED ON SHEET... TOP OF WALL TOP OF CURB TOP OF PAVEMENT ROOM NAME - -ROOM NUMBER - -- ROOM MATERIAL CODES 1st. No. FLOOR / BASE 2nd. No. WALLS / WAINSCOT 3rd.No. CEILING - CEILING HEIGHT GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL - DOOR IDENTIFICATION WALL SYMBOL. WALL IDENTIFICATION WINDOW SYMBOL wINDOW IDENTIFICATION MATCH LINE SHADED PORTION IS THE SIQE CONS>DDERED .- r. — >71� CENTER LINE PROPERTY LINE CENTER LINE OF STREAM NEW CONTOUR EXISTING CONTOUR REVISION CLOUD - -- IDENTIFYING REVIEW FOR COMPLIANCE WITH THE WING ORDINANCES ONLY.... SUBJECT TO INTERPRETATIONS OF E GOVERNING AUTHORITY. ERRORS. OMISSIONS AND INCONSISTENCIES. TE IN 1L iA- BY �y, DATE OUT '' '+, & AHAN & SMITH, INC. LEGAL DESCRIPTION That portion of the South 990 feet of the Southeast 1/4 of the Northwest in Section 25, Township 23 No u 1 in East of the West Valley Road and lying We . right of way and lying North of t g -. Beginning at the center of said line of said Section 25, a dista the center line of the Chicago, I Railroad right of way; thence So 517.40 feet; thence North 46'27' Puget Sound Electric Railway rig Superior Court Case No. 32873; the Easterly line of the West Va Easterly line 460 feet to the tr described; thence East to the W Railway right of way and of sai of the PugeVhee e fol owing 1 understand that the Plan Ctl dl4itch ta$rr i ottAtioA ric al way LL PPF$va er t• tct an t ri r��' rtef h of t au`� a 8 Y1 illeRnP c�+li c :r 'a�i'8G4�51•1g6> FPEOltentr�irte•'s v...D •t,. �1rp�l, .� .{f said co•-� Yd in�ing County 4 • 'I., .• . . • - " ', est ti nc /.'orth rl a ng said"" rugs . e F ne herein Situated in the City of Tukwila, County w FEB 11 Southce Andy's Y wile Station DR W G 1 r..„417) r,• w alai.___ r-Y A CM $H! 1 IIl1(11l1 iIIII1111i11l(IIII! !'!111.11 111/1111 !1!11111! IIIIIIIIII ii,iliii1 Milt111 i,iit;ui !IWI�IIII iMillil IIII�IIII�!illllill f'':"t Y. .!; =.'-!” 'S "c �r �..'C'Yr^3 "! "'^�T1 "s:o,,. ^.�,'•�+Kfi,- .- — .,-r+tra asw'^ -ter :?�., .. A.9lYlUEi • • ars", v4,4414 cto hVA • - -4$ Mutt f('f1 j ' '4c : ezi+4j00 )066 ecr STANDARD PARKING STALE 20 --------- 22 -- 20 -- 20- .... 2 2--44 It- ::1:46. SwR. PAD : I RIM N V : IO.6. 24.2 24 . - -_ _ 26 28 30-- 0 -oil 4 NOT CoNOz 1 WHEEL, STOP MAY ce E SI rf't�l "COMPACT' TO BE BLOCK PRINTED WITH STENCIL LETTERS TO BE MIN. 10' TALL W/WIN. WIDTH Of 11/2'. TEtiLATE LETTERS TO II MECHANICALLY LAVED OUT W /uMIfOAN LETTER SIZE A SPACING. COMPACT PARKING STALL . • EXTRUDED CURB Igor 0,14o),441( ardsly W�1Ci' r � AALK -to i:12 �.*1.�� G X (o� + ICON.W.F rdif 'L. eeP - 4 215 ToPt- 1.5'hM. CONCRETE RAMP !RAMP DETAIL PUGET SOUND - 18 -T -- 20 --22- POWER AND ---77-- _^-/L -7-1 j -T-- F---- 1 O. ? -- --'ti" ------ "--._1 - --- _.- __.-- __- _ ---- -- 2 2 - - -t ' I I - , 201 -L 1 i In A 00t,ectipt_a4364-1K) trJe. • .:. "1IIIII llII =1III_ - : =I1 In= 11111= ASPHALT DETAIL • FI N ISH (c .�t�ty °�Ic* JA1.K ) FIND AU �y1✓ eM FII.l13N,rbf P'. =�°°�e%Q L1lary . 'SIDEWALK / CURB LIGHT CONC. PEDESTAL FOR POWERLINE TOWER C O. • R. 0.W. HANDICAP PARKING STALL Co" 1lCpJ MIN. PANTI%p Y Woo W l.e.fre, RIPZE l9 z co oi is ._.-20 ---..... I \, . • o� 2 r 1" RON PIPE -- -- y� _...__._.. L t'1 6__.1__NO 2 4 ----Z Z \\ • e 24 r-AE2KING -a 4Tek. MA e.t21NCa EASe P. -1T a, RAI7; teAve.L., 6,NLy -. PP T -1 -r 1 "F\ 1 1 11 Z°4I I ", 1 I 23° HANDICAP SIGN • & Ile (UHQ W/ 1111 }'� tegPLIt kl /GJ2. IRO Po& dab-ed. am✓. s1 0BCa) t9 e trzer s,1 4 I" RADI uS 2 .3O "x30" YM�I. 516N R3.2P Iai1x 24" "NO LEFT 'TURN" PER 146.120.1- STAN WW.96 OR QI.GQL SIGN DETAIL • • • ,. • °o SLOP .05 F1. /(1. co" i L'.::lI UM p1►,11 . • CURB 81 GUTTER 1 I 1 I I I I - 129 I • Cv'►JC: cU ¢t3 AC_ :eG?'p - -16 20 -- 22 24 24 22 LIAR -P .r I4AI.T A FINDG}t RAMP ��V 'Tp I•t-T- 1 DEyr A L K i,� 22 .2A,,_ ---- -_ 24 --- --G 8 uNG'EvEI.o toe. p f$9108 11 CAL OUNO (::L ,ti 401/2"E r4.. ----- Q -GAURD RAIL ED CURBS -- G 7 10" NI A oI co MON. 1 CAS OI 01 I IN 40 -EDGE OF PAVEMEN • ?e WEST VALI•.EY o ROAD G VAULT 2" F ASPHALT ROADWAY 722.7 N PP. VAULT ► C.B. RIM : 24,0 INV. = 21.7_ .. 4 aa'� . r-4:312 114 1AL-�� L A1'IOht aF GU @651 W Reminve eK1ST (364Ueves,IL. AS IZExc 1 D to IPKa1Au_. Gor4G. coat!, . Coe:) ! cayJ ITG1 -1 4 AGD US . 'T1 L.5 GE:UNCa II 1 IM M. =min . - Mill 11111 _ 1 i, .., a M. n b' ,' I I OM °- MENSINIIIIMMINIMIllik __ up 11_,,,, i. 0 EMI ' ''''AIIIIWIIA DAVE °NM, MillrA MlillIMIII■a. eliiiiiMillefildra -A04. MM II IIP' OIM =km MAIIIMIIIII .IP' •�► E.111111We NMI IMAM 02 MOM BUILDING A PARTIAL REFLECTED CE1L1NG PLAN 1 /8" :1' -O' 41111•11111../ lemarnmaw. Single Fele Switch ., 'lium. Msy Switch 2s4 Ley-in VAuorsssyt Troffer $i t U t. Switch S• aratelr tI - TVTe -'"E' Motescsat Hews v1th kflocter 0 Recessed incsotoscert Omultshr ` 4 Surface Mounted lacatadeareet Y Collins !bunted ieceiWeecetet ♦ —Exit Llsht. Ceiling Mue ,r Duplex Outlet 11 rigor Outlet Duple: 0 Junction Bo: Sten Circuit 1..11"741-1 e �c• PAIJEL Ckt Display Circuit Telephone Outlet Telepinrtise Outlet. Recessed in Floor e9 Thermostat ( U.L. Ligted Rate of Rise Smoke Orttctar .- Electrical Circuit Breaker Pend memo. Telephone Panel Electric Not Water Heater • ExMust en Vent to Outside &Wli 40 of One Complete Air Change Every 1s fnui.i • Wa1 Mounted Fire Exttnsuisher t• Fire Sprinkler HI►yAC Diffuser MAC Return Grill In& r■411511Lw 175w Mai l eeek' 2'r 4' Acous . 111-6 �GEIi►It -1Gb► SYSTCM E® 8UILDING .... 6 .PARTIAL__ REFLECTED CEILING PLAN 1 /8 ": " 2 Q11 1 A6PNAt,1' PA..N1e-t -J-r _ 2f-x, 14. PPS I..AP-fP \ _ ¶__ II 1 I Il It -. 11 1 u I L F.: CS ?Aj% 11.115 S TOE WAREHOUSE SALES RM IG3 vARIES 1118 s.r " - c:ot.lcClr�TE sLAP:. TOILET --- conk. 910E 440"4.1c 1-(31 / 131.4 I , . (.3" 53' -o' I 11 BUILDING A FLOOR PLAN 1/6":1'-0" 4Eo t.J. HP5 LAMP 2' -d % 2.1.Ott -1J 9 PA.IEH. w% it Co Co12ND_ 14lf 1. 2'i4' LINE IIJPiGAi FUVURe PA12rtTlop4 I.LA1,.1,5 ,1440 IM H' sR,csve.1►1EN'T,. 1NGl.uJps ALL lo.101214 As 11.1.UTRATE.v,„ \ERIGY PRIC•IQ -TO cvN2.- f2UcTIo1. It.{,Uerf A ?ES (.IAI.L G�hl°.�TP?UG-q'tON . .: SNez? A -a FaR I1ATEQIAL. p6civICoNATIaN • Z4!Vu 7 ---"TiFIT 4-42.11 1T [Ji- ��i Ufa Gl,rc , ` &GA p.'.5 -1 IL211.1 I r::4, . PANI:ti I .1] LI °I CotI 2 -1U13E GNAW- NUNci, --- - F L. Uol2E.sce.NT 1_0(1 U tZE, e .Lt -x11 0,c . - Ty.k'---- . ---_._ ` ---- i...„......._ aEO 1. II �I II ,I I II Flt?�TA� oNt-Y 1I1 I 1 u I I GIs `115E TYP- AL_ -! I i r Ty J N u I I 11 �t3f.lxv, 'G t sae A- 4 �___I G °I -•'TYR 1 /5EE �'r12UGt- 1 U SALES RM 6lo1 I A 1 121-0" 12.74 WAREHOUSE Selo' iG3 VARIES 4co4 �S�.� ro'yr ,&3 4221"4:eer1oN° Td 12' -co" Tye. u LJ �.�- PRiP•itCt.E.12 �f`�7'E;N1 121 StsLG c2S b OPT TOILET I7to-b I1 tt s► 4" 11_8" 2. 132 s3! v" BUILDING B FLOOR PLAN 1 /8%1r -Orr • 8 9 10 11 • 1 13 15 nt1ltt, Illllllltlitlihl IIIIIIIILIIIIPIIII'IIIIIIl1 IIIIIIIII III111111 M IIIII IIIIIlill IIIIIIIII i,unfntllltl tllllllll 111.1 111111111 II 1�: Ii_ Pomr-.0.--m =min . - Mill 11111 .. ma °- MENSINIIIIMMINIMIllik EMI ' ''''AIIIIWIIA DAVE °NM, MillrA 61 eliiiiiMillefildra il II IIP' OIM =km MAIIIMIIIII .IP' E® 8UILDING .... 6 .PARTIAL__ REFLECTED CEILING PLAN 1 /8 ": " 2 Q11 1 A6PNAt,1' PA..N1e-t -J-r _ 2f-x, 14. PPS I..AP-fP \ _ ¶__ II 1 I Il It -. 11 1 u I L F.: CS ?Aj% 11.115 S TOE WAREHOUSE SALES RM IG3 vARIES 1118 s.r " - c:ot.lcClr�TE sLAP:. TOILET --- conk. 910E 440"4.1c 1-(31 / 131.4 I , . (.3" 53' -o' I 11 BUILDING A FLOOR PLAN 1/6":1'-0" 4Eo t.J. HP5 LAMP 2' -d % 2.1.Ott -1J 9 PA.IEH. w% it Co Co12ND_ 14lf 1. 2'i4' LINE IIJPiGAi FUVURe PA12rtTlop4 I.LA1,.1,5 ,1440 IM H' sR,csve.1►1EN'T,. 1NGl.uJps ALL lo.101214 As 11.1.UTRATE.v,„ \ERIGY PRIC•IQ -TO cvN2.- f2UcTIo1. It.{,Uerf A ?ES (.IAI.L G�hl°.�TP?UG-q'tON . .: SNez? A -a FaR I1ATEQIAL. p6civICoNATIaN • Z4!Vu 7 ---"TiFIT 4-42.11 1T [Ji- ��i Ufa Gl,rc , ` &GA p.'.5 -1 IL211.1 I r::4, . PANI:ti I .1] LI °I CotI 2 -1U13E GNAW- NUNci, --- - F L. Uol2E.sce.NT 1_0(1 U tZE, e .Lt -x11 0,c . - Ty.k'---- . ---_._ ` ---- i...„......._ aEO 1. II �I II ,I I II Flt?�TA� oNt-Y 1I1 I 1 u I I GIs `115E TYP- AL_ -! I i r Ty J N u I I 11 �t3f.lxv, 'G t sae A- 4 �___I G °I -•'TYR 1 /5EE �'r12UGt- 1 U SALES RM 6lo1 I A 1 121-0" 12.74 WAREHOUSE Selo' iG3 VARIES 4co4 �S�.� ro'yr ,&3 4221"4:eer1oN° Td 12' -co" Tye. u LJ �.�- PRiP•itCt.E.12 �f`�7'E;N1 121 StsLG c2S b OPT TOILET I7to-b I1 tt s► 4" 11_8" 2. 132 s3! v" BUILDING B FLOOR PLAN 1 /8%1r -Orr • 8 9 10 11 • 1 13 15 nt1ltt, Illllllltlitlihl IIIIIIIILIIIIPIIII'IIIIIIl1 IIIIIIIII III111111 M IIIII IIIIIlill IIIIIIIII i,unfntllltl tllllllll 111.1 111111111 II 1�: The Sherwin - Williams Company BUILDING DESIGN GUIDELINES for INSIDE LIQUID STORAGE GENERAL USE: FLOORS: This room will be used primarily for the storage of limited quantities of flammable or combustible (red- label) liquids. Dispensing of liquids will not be allowed in room. This room shall not exceed 500 square feet in area, with the actual size provided by the Sherwin - Williams' Project Engineer or as shown on the attached drawing. Smooth -steel trowled concrete, matching staging area floor in design and live -load capacity. Provide ramps at all doorways sloping at 1:12 when curbing is provided or floor recessed. (New construction shall have the option of recessing the floor 4 inches in place of installing the curb mentioned below in walls.) WALLS: Construction shall be 2 -hour fire rating and must extend from top of 4" high, 6" wide, Liquid tight curb to ceiling, or to underside of roof line and be sealed. Materials shall be selected relative to local availability. Refer to Section A -9 for painting. CEILINGS: Minimum one-hour fire rating utilizing existing roof structuring preferred; or as required by local fire code. Allow for minimum 16'-O" clearance below all light fixtures and sprinkler heads. DOORS: Two (2) doors with Class "B" fire rating shall be installed. Doors shall be equipped with closures with fusible links that will allow doors to close when temperature exceeds 160°F. Each door shall have a 10 inch square wire reinforced glass window. The doors shall be single 3'- 0 "x8' -0" installed in combination to for a 6'- 0 "x8' -0" opening, one active and the ocher inactive with floor bolt. (See Door Schedule, Form D -3.) ELECTRICAL: All electrical facilities within the room shall comply with Class I, Group D, Division 2 rating up to 5' -0" from floor and with local codes and regulations. INCiti.S j i L I .. i,. I X11111 1 i1i11111iiil1 1 2! 3' nrl1!u 1411111i 11i ! °iijl a (1'611'111 IIIIIIIII IIIIII'! III111119 111111111 IIIIIIIII,IIIIIII111 milli niIhII nllnii I 41 'ILSR (continued) LIGHTING: DRAINS: R.V.A.C. VENTILATION: SPRINKLER SYSTEM: (OPTIONAL -ONLY IF REQUIRED BY CODE.) Lighting fixtures shall be a nominal 2'x4' four -tube enclosed type, suspended above 16' -0" from the floor. Shielding shall be prismatic acrylic plastic in steel hinges and latched frames. Position as shown on attached drawing, or as specified by Sherwin - Williams' Project Engineer. Ballasts shall be CRM and /or ETL certified, Class P energy- saving specifically designed to operate two 35 watt rapid -start energy- saving fluorescent lamps, either type F4OCW /RS /WM or type F4OLW /RS /WM. Fixture shall be Lithonia No. 2M990M12 or•owner approved equal. Note: Switch for lights to be interlocked with switch for fan(s). Design for 70 footcandles. Curb method of containment preferred with two (2) scuppers, located 2" above floor level, shall be installed in room to handle water from sprinkler heads, if sprinklers are called for. ALTERNATE: A trench covered by a heavy iron gate flush with floor shall extend across the door opening on the interior side of the Storage Room and trench shall drain through under -floor lines to a safe place outside of the building as approved by local authority. (Primary purpose of such drains is to contain any accidental spill.) Because of Class I, Group D, Division 2 rating of room, heating and air conditioning is limited to exchange of air through exhaust system. Any heating or air conditioning system required because of extreme temperatures must be in accordance with restrictions relative to electrical ratings and as specified by Sherwin - Williams in locations of 5,000 to 9,000 heating degree days. Explosion -proof fans with appropriate automatic weatherproof louvers with back draft dampers and /or caps, safety guards and protection against forcible entry, shall be installed to pick up air approximately 12 inches above floor level and to discharge air to the outside of the building. Fans shall be interlocked with lights through Fenwal Detect -A -Fire thermal switches set to open at 140 °F. Ventilation shall be six (6) air changes per hour. Make -up air shall be supplied through a louver approximately 16 "x36" wide, placed in wall opposite the outside wail. Louvers shall be held in open position by fusible links allowing closing of louvers when temperature. exceeds 160 °F. The room shall be sprinklered by extending from the wet pipe system to a hydraulic density of .35 g.p.m. /sq.ft. over the entire room. The system must be certified for performance by local authorities. Sprinklers shall not be installed without Sherwin - Williams' approval. M au i; ii 11 lii1 iii'MI I n1il ij iiil ii iiiil iii �i�ili�i i iliini iiiilini !WWII 111111111 1111 11iin 1 �nninii�i n r. INCHES' ILSR (continued) SPECIAL Should local codes dictate more stringent electrical lighting CONDITIONS: the following shall 'apply to satisfy code. Class I, Group D, Division 1:. Use Crouse Rinds EVMCX92171 /120 /RD73 with Sylvania M175 /C metal halid3 lamp. Class I, Group D, Division 2: Use Crose Hinds VMVM2C175GP /120 /RD70 with Sylvania M175 /C metal halide lamp. SPECIAL NOTE: Additional data or clarification may be found in the Uniform Fire Code 1982 Edition, Section 79.202 and 79.203. If room has a minimum of one exterior wall, it is not limited to 500 square feet. III II IIIIII I4II1 II1IIIIIII15 II II Ii1IIII. W. CM 1111111 i1 niilIIli 111111uilJiiilnn 111111iii iiiiliiii IIIIIIIii iiiililh iiiiliiii IiiiIiiil IIIIIIII1 IIIIIIIII III!ItIIl IIIIIi ii iliiliiii i r 1' •T .,blyt�.•s Issue Date: 10/84 1 (Li) 11C, -O'� z41-0" 24 -0,, 40 . N es 1•ZIUt,1 - xPo4 D c o +•10111 T w2N 1j)�ii, LIB IN42 ` 13Y'(C 4.NJf (I 1 CaN12Orr - PI4 ikJ� (2)''�4" cap purr& 1 -20 AMP. CIQaJIT EAl (1) y/4' e r JIT 2-2o AMP ciRcUIT eE GEII,Ia•�. MAY-f.- l!P •ie r -fo'fo 1P�C 4CaJ iTY 21x 2' PLY 11; -re4. PANEL r: / *.co �►�► -t D. ;N I A 2� 4 susPet-ivEt' TILE. GEit.• JC, SYSTeeM WAREHOUSE C lol I c 5 VARIES N STORAGE ROO REFLECTED C K PLAN !~f (LING ,- t - P2ov ; OE 4: I• -11(p H C uRe, UNDER with Lt TYFta N. /1 11 ' lir -1 1► I 4- Ne WALL I 1-1Q Ritcre.12 T_ eAl2 c.E I LI *=G , .1141 , AREA EXHAU51 FAN 14/ FIRE OAt -bete , 5EaE () 6NE &r W -. I�,. 1 RA.,4 P G is 12 4. "Mi$J.NEIC�I-r vcc,24su.L = --- 1 _ _ _ OFFICE t ru61 e��,rrra►.I To 3U22Ee AUTv�'ATI� PNaTv ?el- SY0 To •Ir`ICxF. Term-.1 E GNI'01E GONG. RAMP @ I: I2 FIXTURE IJo. �o • mos SALES RM AJ"fOMATIG - 4c,rc'- NUM t.EC:"r21G EYC 1 5 W rreOL4 70 '1 .J 4) -fc7+.1C C- -DIME - �) -'- FIe2E oAMpEREI? L UV E , c st-i -°EREV `11-4:01 AF F. O — 4)A 4:* y41' It.A-M C,1.41'b FIhWCW IIJ lAc'Di^JOoD FRAME c, " A F.F. P C.w1 2" GA' t *JC* • . h�T SI.aPE, 4" MIo. NeicaN'r 4 2exa R BUILDING C PARTIAL REFLECTED CEILING PLAN 'UIL t7ING� IG' FL FL.Ap- NoT 1. t.xi.}At.JS-r /.5I-.I IH �ToFz,.��� RN1. C loS NA4 U 01✓ IN i E A__c -}�.er, wrr4i 1 H►'tOU +-1 Geft41 -A - r "I 'fM r1Al-.. wi 1 A Et' TO O'I Al 140°F 2. riF vAiire.r4ser2 vvoa- - Lir AIR LOL-JV g, IN STOF'- e- M c IO 4"7-401-1.- - O-N pt.J;:. LINK, .III. cLo' URi . or LOLI\/F. AT TAMPE ,ATUIF 6 ov 1/00°F rfr.N 1 01 to 1 F PE 7 WIT I f�AG•K 17FA --r PAMPA Lo -r-seP 'f0 �W 17GH or-1 Al- 80°F. 4- coNTP Tv To ''ROB11% iu t=o - w1..1I NCB, -re-4-1A1-41- 're-.P -MOON Tr- rY Wlr t�a_r �Lt 1�MoLl7 - - 26,a7 6-- 1..11 f 1. 7 (Co FT, LIrr.16.114) ,r DISTRIBUTION OF SHERWIN- WILLIAMS' HAZARDOUS MATERIALS NraYt;: SHEET GO- I Fvl2 Gc MP It-JFo(ZMATIa44 ot•l SYa94 :,-1 e)41- 1AU'1r FAN W/ S arty &21U,E Du BUILDING C FLOOR PLAN CB) 1021„ell 2's 2' Pt-1W P. TEL. PAN&- w/ 4 co wieE Z4� 11 SLtx, . ----cj rel e-2 wrrc►�ae l3L� •.mac. iJ �I SALES STAGING LIQUID STORAGE 1 -A 1-B 11 gal. 7 gal. 1-C 2 3-B 25 gal. 240 gal. 500 gal. 14 gal. 21 gal. 61 gal. - sl.JI1'61-1 C. _.e_ec I°ANF.I. TYt? LAMP 500 gal. S30 gal. 698 gal. 1 ! it , 11 Ei,EG PA r-IE L - ,p it jI , WAREHOUSE II �� 11 1 it I! 62Coge 9F. 2'x 4-1 A d3U', c LINCe, ,1 M -Tr""r.___ '1 I �I iI �1 1 II 1' " 2- -11.1 . G►�AIN- ,JUhIC, ��:�veG Gi✓NT FI TUQF� �d I2�cf v-�. 1 1 / .- _._-- _ — ._ f -_.__ - - -- a r ' K ii 1.; N ii ;1 ; 1111 i II 4 u i Fl - rArn"L ONLY T1a1S =..,1ve . J1 fl II I I I 1 1 SALES RM 0102 A1 112.1-c>" 1248 S. Q 20.2. L- II +I 111 I L t! 1.4 IFA-11 BU CILING PLAN 1/8"::V-0" 1 ILO ("PP. BUILDING D FLOOR PLAN 1/8"::V-0" CM 8 9 10 11 12 13 14 15 tIIIInII �nllnll ,II11111I 1,1111111 111111111 IIIIIIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 111111111 111111111 IIIIIIIII A-C.0 ceo PLAN REVIEW FOR COMPLIANCE WITH FOLLOWING ORDINANCES ONLVS- SUBJECT TO INTERPRETATIONS 0 THE GOVERNING AUTHORITY. ERRO OMISSIONS AND INCONSISTENCIES DATE IN 1,` •5SBY) DATE OUT MAHAN & SMITH, INC. 4 © ri.-- ma pm, wo p.. ifini vil ___. • Xi Mil J1 fl II I I I 1 1 SALES RM 0102 A1 112.1-c>" 1248 S. Q 20.2. L- II +I 111 I L t! 1.4 IFA-11 BU CILING PLAN 1/8"::V-0" 1 ILO ("PP. BUILDING D FLOOR PLAN 1/8"::V-0" CM 8 9 10 11 12 13 14 15 tIIIInII �nllnll ,II11111I 1,1111111 111111111 IIIIIIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 111111111 111111111 IIIIIIIII A-C.0 ceo PLAN REVIEW FOR COMPLIANCE WITH FOLLOWING ORDINANCES ONLVS- SUBJECT TO INTERPRETATIONS 0 THE GOVERNING AUTHORITY. ERRO OMISSIONS AND INCONSISTENCIES DATE IN 1,` •5SBY) DATE OUT MAHAN & SMITH, INC. .If L_A— - . °•^'I II PA aA P 1 d N. NALL, PAI►J -MO ,EGG N T �TJ2 I PAD-4 -rE.C, TIC. -1i 1J9 1,,lALL , Tv PANEL ,1o��T 1 METAL pQIP 1 i i iI ,r.l.:. f i -t JT-- I, -1,- -1 1- L G. A, WEST ELEVATION 1 1 II H -i-� Lr 4 1 it 1 I CareAr7S Bek.1 AS, PILE CAI PI Lrrs TYl? 5F n UG�1'. PA1N-r1�v 1L-r UP vlo►Ltsa TYP. A.7 PARAPer c •i- MTL. GoPIOco P, %I!►1TED TILT- UP I+JALLc. ¶!'P 12..cx2F Be4-.I 'NI 0 P,A A .r _ _ 24, W. Ia% Li c4.41 I0'- C#n $ 4211-II METAL DRIP r LF..G. McTE.R s' wITc,I'.I C�EA 3'14 ---T 7-- ' r L-- T--, -- I -1 Lr -Y l I, : II Il G. A, AST ELEVATION 1 J �1 I II r X1`7 -7- -1- T -1 -T- t---; - —r ,11 -- IT -I BLDG. B, WEST ;ELEVATION ; 1 I ..r w -- ----1� . I L_J r II — _ - r-- -� -- 1 1 1 1 1 1 I A�dDI� � AuJr�1. Yo ze.Fr2oN T' I..1/ 1 I 114 SL1 LA-MP (: Ldbz.INv. Facer :/ :/AL.. C ' LA2.J N4 � ' ALL Go/I.! Fo 2 N1 To PS1 �L• , c IiQ'r�.'� Loc.A.L. c.42 4 REa!J12e.NEN1'S p-e,g PLACEMENT of SAFETY orb 'i'sMPE r2Pe G►LAZI�JCC� . Ail, c LAZ1NC' °*1AL U. cc, NFv2M UBG 4 e- C-rloN 64oco , IGI S'L E- PtNor,' 1— _L_-T �T 1,_ 7,-- fr--� 11 1 11 11 1 '' L 1 IL i �l `7 1 BELL F•2 5F'4JNKL12 motITv41NC -a SYeTEM . u� RI F'( LO G ATI o r4 t4/ SPIZINKLE EtUtaC ►TRAL -ra• Prtlo12 "TO FtACee e i_FL II • -- PAINTED TILT -uP W AL.L3 'We ex- 0(a. G �jl.vco, b ---T , - --1 -_ - _T _ -_ _ ---1 _ -1 kr i--1 -. Lr II BLDG. B, EAST ELEVATION 1 r tr II -- -r --I- -- �I- Ir L71 /L }J i i (PRr"/IDe(2 %NOL.S6 roe -- SPcZI IKLEQ s'S -rEM DeAN. iyR F-( SIZE tl.v4A-11 oN W/ SAQI*.IKLE2 t3C- d!.''r2AGTa e P21og -To PL Ace: M e.J•1-T. '4c=> rJ. PPS WALL - PAK —1 --1- IT fr-Ti 1 11 11 I r Me. 4 : 11tc1 5Ae i 1 rl- - - - -- -T----r-- s---r- -1 ! - -I 1_J L-I 1 _l . _I BLDG. A, SOUTH ELEVATION 7 -1— I BLDG. 3o'I M I"1. PAr?A r 3 IJo12T -1 LT 71 r►- r, - ,r--,1 I-r- 4 I1- n-- n--Ti A; NORTH . ELEVATION IIJr+tDE G A: - W .f,p , I-le I sGti1EvH 10 4 TIO1�1S1 F DoT. aF PL /' T1 I P. .- Jr. (er 1 �d '< lo' III o I FINn FLiZ ‘/N F- -a - r- ----- ----1- -1- — T`_- _1 II I J Lr IJ Ir- rr rr l4 1 11 1 1 111 X11 of PL. . NALL of Px,rxa c 13eYoNP coca S :Jh PRA c:Aaa 4 SSE STrIJO'L 1 CANT E-r * c BUILDING B SOUTH ELEVATION ` PARTY WALL) I±� SM 11417 PAciwer METAL Pe IP 1 .1 1 1 T C.71-1- rr- Ti- T' 1,- rl I -r -T BLDG. B, NORTH ELEVATION SCALE: 1 /8"::1' -O" ALL DRAWINGS THIS SHEET r T1. 11 I till I 10 ,; 11 1 14 15 HuhuI inil,nl IIIIIJIIr rrislrns,!r,iIJfJ! IIII!r!II I)tIIIIf iiI!1111 IIIIIIIII 111111111 1)!!I! I1 !sll!1111 sslllsfs! r s^.zx}ccurrx+r�mr am�.acr�uopru+*r —ac - _ u A\ e. >f caF Pt.. ?Y P. l , -4 PANEL JoIN1 rj'fgUc1. f/,N //4 '//dG/// ///I % AV 141W A = �r I 1! c Art I ' �C Ff? W p U �LAZNCo Ai -ac�0. ALUM. PANet, ALA- L CA L 1'0 FE 2 2A.. , T,?, C S Co DE5_E12 Imo, 02 -r4 ppRep 21► AIJ.D c NF F4 'to LJ saT►oN 54dco Ig82 6viivtJ. M11•, r7rzP SEA SoL)iI1 e..EVA?loN aF C3t clb. g ('SHceEt A -g; i`ia QT�1 E.LEVATI oN F ,t-Do, C #fL . 21 P :Mgt e•.:; 2T1. ....�Rw i',xa.eu:F aft ENtti".47 PL. 1'1e i YT ' ,.�55 96'2 Sn' Wei T+{ �P 4 .'1,-411c1.4 GlEA C ORWG.J'Ta.. CHECK 3S JOe NO CM 8 9 18 11 1 13 14. 15 ,rinnn � iilrin r► �inu 1mliln in liu Imit;nlnri11111 t1►Ihi`n Iiilli»I �niInit �n�lnn I�`III!III in�11nI nlllnn IIIIIHII 1 rSx ^^ay .,....�..,.�.�....__. a•xr �.;,r..l xeulyM�P,d' T 4 CANT' 6 Y p wain BUILDING SECTION I �tJP Pl,2L J PANT Acc JI STIZIPe CoNG JOE NO �! 5 1 r t, .r i5eAMS .,t T` `1 ! pi6 App WALL SECTION ' 1 1/2 ":1' -O" 1/2"• 1/2": :1 ?fro irinrd iirrriill rU J'Irlhntit riti!illi riiitirit ---ii iiiihkf ii dhi 111101 nlll ii Intl i��i ilnllin i 5.10.12 = M fil.:orNis IXIG4te WD JAMB DOWNSPOUT BASE r ROOM FINISH GO FLOOR/ BASE " WALL/WAINSCOIT, CEILING t t 1 Lev c A ral,r c 4 :ac I ZAco G6ILINC� t� 2 taut �R 8 P D /4a r~ 2 PAI iitP & 4 V G T ',`X posvPP 3 coat c. 'f 3 f RA w4ING -* PPIh11W' *J�' 2•�4 AoL». D a•I/o ixrI�QE 4 c�aLIN .� / -.-' -- NIC R.Afl fir,` �- �r.�..rl •. �' ff D RetTI Zoe, v J +16" A.F.F. AT INSTANTANEOUS .� HEATER; �XGEPT VLC7(>. 1 G' ��1 2x8 G�' 16" O.C. LIGHT FIXTURE - VERIFY W /REFLECTED CLG. PLAN MIRROR EPDXY PAINT WAINSCOT GRAB BAR TOILET PAPER DISPENSER 20 . V4- Il 20 M IN &/A1 24/A9 24 //fi INSULATE EXPOSED SUPPLY AND DRAIN LINES /a' TYI x �rP e9. 2%�0 '�3' UPG - 9AMr✓ A °-� Aez e. EacG 1°if pp./Ds/ a 12=4II F3ATT `IN�l.1L - 6 , ' �' E PT w/ WA. &fe B� (I�r) :'°o1JND Ir4 JL 2 "G' €FU7S e 5 %2 "'CoNG.7"PAN EL J `AMA ( '1 'Cori." TNIGIC. ELEVATION 3/4" PLYWD. SHEATHING BEHIND GYP. BD. THIS WALL ONLY NATION PR.3 °x8° ._.4" RESILIENT BASE GENERAL NOTES At.uM. 2.1-he WALL► 1. 'TOILET "ROOM PLAN ANO ELEVATIONS ILLUSTRATED ABOVE: ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS. MOUNTING HEIGHTS AND ACCEEBORY PLACEMENT. ACTUAL LAYOUT MAY VARY. SEE FLOOR PLAN FOR CORRECT LAYOUT. 2. • LOWER EDGES OF LAVATORY 2' -51/2" FROM FINISHED FLOOR. 3. MIRROR MIS " "AUM 2' -6" HIGH: MINIMUM 3' -4" ABOVE FINISHED FLOOR. 4. GRAB BARS '134"-11/2" MOUNTED 11" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. 5. LAVATORY RIM HEIGHT 33 " -34" ABOVE FINISHED FLOOR. . LAVATORY TO HAVE LEVER HANDLE LOCATED NO MORE THAN 11" FROM EDGE OF LAVATORY. . FLOORS SHALL BE SMOOTH. HARD, NON- ABSORBENT SURFACE. . DIMENSIONS, NOTES C EQUIPMENT TYPICAL'' FOR ALL TOILET ' ROOMS UNLESS OTHERWISE NOTED. SEE ROOM FINISH SCHEDULE FOR TOILET ROOM FINISHES. 10. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT. R -II 2yk 4 Pu b (PY:) ca cv•d 51/2" ce,1JC• PANEL. 11. CONCRETE OR CMU WALLS IN TOILET''' ROOMS SHALL BE FURRED OUT WITH 5/8 !NCH TYPE "X" GYPSUM BOARD OVE,2 AND FINISHED SIMILAR TO ADJACENT WALLS. 12. PROVIDE PAPER TOWEL DISPENSER AREA LOCATED 3' -4" MAXIIw'JM ABOVE FINISHED FLOOR. ,, 13. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER- RESISTANT. REMARKS: 1. Closer 2. Full Weather Stripping 3. Threshold -4. Push /Pull 5. Kick Plate 6. Chain*Hoist 7. Mail Slot 8. Door Stop. 9. Dead Bolt with Thumb Turn 10. Passage.Set 11. Chain with Spring Dampn'er 12. Cylinder Lock 13. Exiting' Devices 14, Mens, Women; Signs 15. Flush Bolt Latch 16, 'Privacy Latch 17, Astragal 18. B516te uNK�3t.v61✓ 'a G!W kl& 19. exp r go. sILe.pc.e2s 21 8E40241' 6AIZ 22. 14414- 1-14-160 I�IN , 23. PdJIc I3NL Q4. AL 4 M Ler44 2 LAY RS %'& '$ f(I?617.EA.9117E tetel'i A DATE Ics /,1 I /6S DRWG. 1tU� d 1N5UL.� 6/4" Pwl4c?, (c)N Mx-1'1)0S h WALL, c' .n.Y) /8" TY I 'X' G�r1�. OP. ( N. " flxT�lRrr. WAI..) ` EINEW it,liilih.!ilI I l lJln!'i,lI1111111111Gil 14111111111111111111M MI 1111111111111 7.80.03 i � Co . UAh: • I tJ FULL FA TCAY �\ cL1124* Ui l I T 4 PLENUM ./1 , 2. g 1619 cF iUM G S N ' CC)v/✓. • Aid V' ' 1 4 1 F9oM HAG own- _ OP' . I , al_O-CRICAL. r- 1CGNNeGT, A k / .k� W1RttJCp UP �i � I .k -- Low . 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JACK DOOR JAMB COPING co' UE IJF, PAPN'tr T UN Pee F4 -•01-1 rorzcH DoriN F 4 H, soe5 zt, Tor 5E44%19p T Top 4, f60 -ryoi 1 CJTOUT Fo12 ov -f - FLofrJ EA, SIDE ,SSImem i \x1tiemst o i 1 ,oN' . noN CONNECTION PANEL JOINT CONNECTION CONDUCTOR BOX "I'.4 .e....-n-IAFcap.M.., zap. U- Jotof T' kJ/ 4 vt" D P += RAOA}*.N)der F�'c' PER lc-e ' • 1-10.- >.3t 9 S 2x4 TLi0S c I&'9 0 %a” &Y P E'D. Go ►.►c . Po: N R -II I J UL. 2x 4 13LKCv OFF I T PAD. LANG. PANEL SEALANT HiM 'P se =worm CoNG. C IJP.e• SEALANT ALUM, gQE:.AK- NA.PE AI•I60. -ALUM. s -reR :F Ror.�r In 0.-10 1 1 °SYSTa A. clvezFLf AP .00L MULLION SOFFIT t rw: 8. 40.44 rGAef?I4'J'M- ALUK 9,To4tS FI?o NT 1.HRESHOLD FLASHING .giiti+.i+ri« ,g• 1 UIIU ►) Tklilui! �IIIIIUJ J���I�III.IIIIIIrII • : ..., M }4+ 's4rr reet9fr?+G+ E Iii Jnl miurt l�g 9 10 Il 12 vall FLAT cpLAB ~SCHEDULE STRUCTURAL NOTES CODE: ALL CONSTRUCTION SHALL CONFORM TO THE 1982 UNIFORM BUILDING CODE. INSPECTION: INSPECTION BY AN APPROVED TESTING LAB SHALL BE PERFORMED FOR ALL REINFORCEMENT AND CONCRETE PLACEMENT. DESIGN.LOADS: TOP e.1-05 1341 CAP W Ip7i =� FOUNDATIONS: TREATED TIMBER PILING WITH A MINIMUM TIP DIAMETER OF 8 INCHES, DRIVE. PILES A MINIMUM OF ;5 FEET INTO THE DENSE SANDS TQDEVELOP A MINIMUM PILE CAPACITY OF 25 TONS PER PILE IN ACCORDANCE WITH THE INSTRUCTIONS ON THE SOILS • REPORT PROJECT NO. 03185 PREPARED BY BOSS TESTING &`ENGINEERING, DATED ' SEPTEMBER 27, 1985 CONCRETE: B AND ;;A MAXIMUM OF 6000 PSI. MINIMUM SACKS OF CEMENT PER CUBIC YARD OF CONCRETE TE. GALLONS OF WATER PER 94 LB. SACK OF. CEMENT. .MAXIMUM SIZED AGGREGATE IS 1- 1/2 ", MAXIMUM SLUMP IS 4 ". A WATER REDUCING ADMIXTURE, CONFORMING TO, O.B.C. STANDARD )40. , 26-9, SHALL BE ,,USED.IN STRICT ACCORDANCE WITH THE MANU- FACTURER'S RECOMMENDATIONS. ,AN AIR ENTRAINING AGENT, CONFORMING TO,U:B.C.. .:.,,.;. STANDARD NO. 26 9, SHALL BE° "USED IN'AW.. CONCRETE MIXES FOR WORK WHICH. IS EXPOSED . TO. EARTH OR WEATHER. THE AMOUNT OF ENTRAINED AIR 3�. L BE 5 %. ±1% BY VOLUME. VIBRATE ALL „CONCRETE. ;SEGREGATION OF' MATERIALS "TO BE PREVENTED. THE USE'OF CALCIUM CHLORIDE WILL NOT BE PERMITTED. FOR PRIOR TO PLACING ANY CONCRETE. THE CONCRETE THE ARCHITECT AS AN ALTERNATE THE CONTRACTOR MAY SUBMIT, CONCRETE DESIGN M � ;SHALL MEETRTHE REQUIREMENTS OF THE SPECIFICATIONS AND`LLB-C. SEETI TWO WEEKS PRI DESIGN MIX THE SECTION 2604AND „THEsSUBMITTAL , UMP, ND - ADMI, TURES, IR °ENTRAINING” AGCEMENT, "FINE AND COARSE�AGG A REGATE, WATER REPJCIN- K ENT WATER- CEMENT RATIO, SLUMP, AND CONCRETE COM SHALL INCLUDE'THF AMOUNTS OF PRESSItE STRENGTH (f c) TEST DATA. CONCRETE WALL CONSTRUCTION. PRECAST. TILT-UP .;PANELS) :''ALL WALLS SHOWN,AS "PRECAST N C` E FLOOR AND ERECTED r? ON PILE °'CAPS AS INDICATED ON THESE DRAWINGS. CONSTRUCTION, TRANSPORTATION, "STORAGE AND ERECTION SHALL BE METHODS. ' IN ANH.CCORDANCEt CONTRACTOR ,TH UBC -;SEC. 2616 AND APPROVED "TILT-UP" CONSTRUCTION � WI SHALL SUBMIT SHOP. DRAWINGS TO,THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL SHOW ACTUAL PANEL SIZES WITH TYPE AND LOCATION OF ALL INSERTS FOR ERECTION' AND CONNECTIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615, GRADE 40 (fs = 20,000 PSI) EXCEPT #6 AND LARGER SHALL BE ASTM A615, GRADE 60 (fs = 24,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR DIA.:1' -7” MIN. UNLESS OTHERWISE NOTED. 'CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL 'IN ACCORDANCEMTH''THE "ACI'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". MINIMUM CONCRETE COVER FOR REINFORCING STEEL: ,REBAR WELDING: ALL WELDING REBAR TO BE GRADE 40. MAX.' CARBON CONTENT 35 %. SUBMIT MILL CERTIFICATE SHOWING REBAR CHEMICAL CONTENTS TO ARCHITECT. FOLLOW "RECOMMENDED' PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE? CONSTRUCTION" BY THE AMERICAN WELDING SOCIETY. ,ALL REBAR WELDING SHALL BE BY CERTIFIED WELDERS. USE FRESH LOW HYDROGEN E70XX ELECTRODES (AWS DESIGNATION A5.1; ASTM DESIGNATION A233). ''BENDS IN REBAR CLOSER THAN 3" TO WELD SHALL BE PREHEATED PRIOR TO WELDING. STRUCTURAL STEEL STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36,000 PSI, EXCEPT FIFE COLUMNS SHALL BE ASTM A53, GRADE B, TYPE E OR S AND TUBE COLUMNS SHALL BE ASTM A500, GRADE B. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL.;$TEEL FOR BUILDINGS ". ALL °BOLTS °SHALL CONFORM TO THE LATEST ASTM SPECI- FICATION A307. ALL WELDING SHALL CONFORM TO THE A.W.S. D1.1 REV. 2-74 "STRUCTURAL WELDING CODE ", ALL WELDS SHALL BE 1/4" MINIMUM UNLESS OTHERWL F NOTED. WELDING ELECTRODES SHALL BE E70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S.!PRE QUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND THEBUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS. GLUE LAMINATED WOOD MEMBERS: GLUE LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR STRESS GRADE COMBINATION 24F-V4 7b ='2400 PSI) EXCEPT CANTILEVERED' AND CONTINUOUS BEAMS SHALL BE COMBINATION•24F -V3. ALL GLUE LAMINATED MEMBERS SHALL BE FABRICATED FROM KILN DRIED WOOD. GLUE SHALL BE' CASEIN WITH MOLD INHIBITOR. BOTTOM LAMS SHALL BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. FABRICATOR SHALL SUBMIT 3 SETS OF DETAILS AND SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. TIMBER FRAMING: ,01255 0.25 °S PANEL STIFFENERS 4x6 THRU 4x12 4x14 AND 4x16 STUDS & PLATES ALL 2X LUMBER SHALL BE KILN DRIED. COMPLY WITHTHF LATEST EDITION OF THE N.F.P.A. NATIONAL 'DESIGN` SPECIFICATIONS" ;AS MODIFIED BY THE •U.S.C.'`FOR ALL STRUCTURAL TIMBER REQUIREMENTS ALL GRADES'SHALL CONFORM TO "WWPA GRADING RULES, FOR WESTERN LUMBER, 1976 EDITION ". BOLTS HEADS AND-NUTS BEARING' AGAINST WOOD SHALL'BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH`` PROPER NAILS. ALL HOLES SHALL' BE MAILED.,, MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8" @ 48" o.c.`(UNLESS NOTED OTHERWISE) WITH MIN.` EMBEDMENT PER`U.B.C. CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. ROOF SHEATHING: 5/8" CDX`PLYWOOD P.I. 30/12. NAIL @ 6" o.c. AT PANEL EDGES A 12" o.c. FT INTERMEDIATE SUPPORTS. MISCELLANEOUS: THE CONTRACTOR SHALL' VERIFY ALL DIMENSIONS. THE CONTRACTOR SHALL ' PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFEN- INGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT` FOR REVIEW ALLOWING TWO WEEKS FOR PROCESSING. THE DETAILS ` "SHOWN' ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. DO NOT SCALE DRAWINGS. (U.N.O. = UNLESS NOTED OTHERWISE). CHECK 1 L� '5`j'12.IP 2 PILE.. t(PICALeTR PP i i-e G,sS,t ' P TA [ L HET . 4.0 FPoZ Gitie AT riltioraCrY L i� „:•: rY. '.''M ;Y;s.. ar4lhir "liiniii n IIiirr iiil n1 0111114 l.,i. • ri�u� 9 10 11 1 13 14 15 ni�imliniiI 1401011 tnilini nnlnil I Il minulun 4;smaa x�r,4 6 ert • • 9 TY1 Old Flht, co-AVE TILT -UP WALL PAt,JEI.4 PE12 G�&.TAILS 41- ou 05112.Ip - -,� '✓ GOrJ�t?'12�Ic. ?ralJ JOIIN77 c tco" o. 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IC D ETAI L(j SECT ICJN ', " r 1',. • &LAU:21NG ''A" FILE FLAN t1 Qh i 1'• o" I' 147 • ' 1 L L� \ r. - ); {� 0 f j__ 1-YP. 1 • A y1 f .�- 01 -- r, E v� rl ,M2 \ G3_ M2 E- 4"4, caTt7 PI pa., �bL T`rP. 5 PLA4.•Ey r• J -r-".1111 -1',-J -t .► ti i-E TYPICAL. IN4Er4OR PILE. (-APt" .4, 'I .TAILS ON rM.r _s71 J La 1.2 �4 Lt. 1'YP BUILD 1N6 "K GRAPE ALA PLAN i 4 I (.AT rf, FLAT SLAP.) MA12K . SEE 5t-1E .T 5 •I Fog, 12�IhI OE�C.ING P .TAIL. 0 I4IPICATES TI!~T -UP` WALL PANEL. MArtK 5 -f3 Fog. 12EIi4F .. CJ TAILS. L J. 9 -i -- - .. ,....-1 -i ,._1- 1 1 Above, • n 'J 1 1 4 CANE7OvE. Abov'E .:: r�. F.: Y% i` �`" udMtsr li�tia•,1= 'r:✓ax's:.r;.z«rw..s r c"'►ini nislniN�riilnU Ihilrii 111141 8 IlIIIIii tuihivi vittl 111 111111 9 in,IIhiilrllnrt 1'IEihiu uulI1 i IIIiliui niiIii .•9 ;•. w.-., ry. iw..' w. 2. R7!" rt�1p5 •�+. +•ma3 ^rrrts¢.zvu�ertersx.s., TYP 2r�C•TKEATtP SGT. rL yre 4 A.*- �I _- co14 -r. *iq e 16 "a4. 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EXTERIOR PILE CAP PETAILAS AT rKOPERTY LINE CpND17101�'.� :,� ^:'i .. _..s ., ,-. uri_r:;zr:;,;:8+;,'�&:Ar`M+,� <_..r,;�::� av „a..a+.nrrMYP',fwwaad.z�, �. .; k.p,. ,y 'n.�iy,� a ,:.yaw,•. it CM 1f1TIWI nnlnIf 14iII 111111u1 MIlii 1 IIIIh!It n,Ill� i !ilrlr'►�i n!II !) I!I'1I!ItI li M n i Ihil►I, !MIM !i.l � ll I .- .'utli'r�rtx5�a, xW,ay'.�q�1w;; 'tik�l tI'5'•7 a rti ,OATS RWG. .,6; 'whit; rrrilrr►i" Wrnlirn r'ilrli ►riilnr rWli'rrt ililt'iir p_ . ".,.` }, .'. M'''AR' °..,•- ""' '°?.?tF`i y Wile► °rI► t'rrli nn Ir►tlim 'du r l:, 3, 4.142 rJ ' 3x(,It W %5/' cp A Qy, .1 Q" o. c. �aFrE• `*(- 20,3 Port t,lALL Go1.1� ��E. S GT Py3 Pop.. 1Ir1.'ro WALL c, ©I■ ct, P IJ6L (2)4.5 r:-.A hlb�. PULL 1.4ElcAHT l�GA FA ,F•51DF. Fl. HC' -14HT OF ft oop Pi,Y' JAI.IE- SEE. Ag(.+4P 616. �'YrPi✓r� A, 3/ HAN( RtJtiTIC.ATIOIJ Jplk1 ARL 1 £ y5 f . L (.%1i, +19E-TAIL T -tee... p, ■„altu%31„.-^m2102-salliripir.• AMMO. W Poe. �1.M L PA►L rr .1c71 2 s a7.* 5 e•xTe.NO 7'•©" ,.Yof.4O oPN(a. TYP r-aE. L,IAW. PANa.LQ Fog. i M�a TT' E© oR. SHOWN (4) t 5 5Gc.T. .. LOCO- -- LINE (!.)"` 5 T'Yr r C,' MANN P,i.E. 4-AP r-' BALL PANEL ICJ ALL IAA ICJ EL _,..,,..,• -- -e, VARIES VA121E5.. 1'op of goop Pt:6 el ./• -c" Pb3 FOk l'VARI6.j ciEE ARud Pte. fri To wAL.L. c.c,eJ4 ozonold ( *):5 IZD rC 2.)# FULL wi7TH MA4 RLI6pc-ATIo14 .JOINT Et: ARua 914515 Fo(Z Loy - ,1'1G�f`15 r3T PE4A11. 4 14'0.c.. a.J --�r.- 95 FLOaR.LINE. SEE SECTIONS G53, it-rss FOR -rDP CO 4' - DTI.t. ToP oP 2 F PL1# .J 14 "I-EN/ c ARc.+1 PIAa°S. (;)4 TIE5 11& c 00) 3T11:S e, eiAL A 14 of *5 C5)5 n6..5 444% (a)" 40 TH DIAL OF' 3 855 Rio)'; 3 TIaS ;?, 41t o• u (?.►� 3 T II.°.o6 c? 4lr o �. JARIe..S' epve 3/+' •P 12LJ'5rI FITIO►J .140li4T 5F AtG.4.p (5 FOR Loc,pertc>16 d; DE.TAI rr5 'Tot' Roof ri t-6 / ✓ARIES r-LocI . woe., m DATE /gam JOB NO 1 5j • w 4R "?+liArn'4YMY.v.�'. r;. CM 8 9 1' 11 11111011111III Itnh�il uithit, 11(111111111 I11111n( rn111111 rt1111111 rr � 1111111 rllllrl .r,rlllir 1111 � •. [1'111111 11!tlnll n1111ii11 (,Lt PA.JE.L c 2' • Q eLevArlari /44' _ i3Rca Ft- ' / ^ c ps'�-t x ',. �{1 /�-1 2j-L; 2caP HORI2 4(I)05 „2.0 yap- 4- / .,-T IAMJI o'"&" P• ►.! 6A R DATE ..I tl /.} ORWG. G CHECK JOB NO I cj Cm militn ll���!!{4,f1 {I�HII )1111111 1lII��(II 1111!111 111111111 t tIllit1 1111!1111 11111111 11 111111111 1 1111111 111111141 11111111 111'11111 I r.:•w ....' 1_.___» . +wNS+.riw .,t.. i • Where possible, rnaintain natural vegetation to minimize erosion. ▪ Ail Temporary Siltation and Erosion' Facilities shall be maintained in a satisfactory permlanenRmdrainege facilities are8� operational. /construction is completed and �ttie M /R.4F/ X % ' r 3cq,C4w 44'P/C at' .4Ac'R'OYEO 459/4##L .1/4T AVM" • Return siltation Lion control areas "to original ground conditions. • Once work has st in an area " r , <. , stri eg Period ' not to exceed upped y Aped of vegetation for r,od 60 days,' it shall be stabilized With or other erosion controlttrea "tment. ` Seeding shall only be used between "the�m oriths of April and October. • The siltation control stems are such as'to meet minimum count "' wi + #' n ,. s' y re9u>trements. ,. a ., _ � m. a� •d �, � :, . � . „n� As construction progresses and expected '(seasonal} conditions dictate, more siltation control facilities may bey:equired to insure complete siltation control on'the proposeii Plat, Therefore `durir■.��s°the course'01 construction it shall he the obli tion and f ,, •:r. �Y Da> . }w ... ..^bWM '. � responsi slit of he level r \o address an new cundition th t ma y _,. �', ,,, ,, y, a y be created by p,,, Pr . over and above minimum 'require mise rectivit�es and to ovllde add>Itional facll>thes, nts, s may be needed to protectadjacent properties. • A minimum rfeot "high fence is required around All temporary erosion /sedimentation' control ponds when the`deaii Storage' depth exceeds 6' inches. • All disturbed areas 'Shall be seeded or stabilized by methods approved by K.C.S. W.M. for t he prevention of onsite erosion. Grass seeding will be done using an approved Hydro- seeder; or as otherwise approved by K.C. Dept. of Public Works. The per. formance` bond will not be released until the grass has been established, unless Otherwise approved by the "King County Dept. of Public Works. ▪ The temporary gravel construction entrance shall be placed at all construction entrances to the site. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto Public Right -oV-Way.. This may require periodic top dressing with 24.inch stone, as conditions demand, and repair and /or cleanout of any structures used to trap sediment. ' All materials spilled, dropped, washed or tracked from vehicles onto roadways or into drains must be removed immediately. ;> JID /,� Of �t /o.P.4P AN 'Aloof lcF�/vrA/oP (0i01X/s/O�C o) (4'e- 6 '6VA/�P4'Y.3M4445) tai SIL T' POND ��.• . 4 . � / FENCE �tiE'Te4l� hA I IITENANCE MOTES 1. Silt Fences a Q Filter Barriers shall be' inspected 3 �, . � immediately after each rainfall and at least ... .. �.. . rd daily during... prolonged reint 1. Any required repairs shall be n smade immediately. 2. Should the fabric �:, , F,. • is on a silt fence or filter berrner decompose ar. become inetfecrive prior to the end of 'the expected usable life and the ; he berMer still be neceagary, the fabric shall be ' replaced promptly. 3. Sediment Deposits should be reomoved after each storm event. They must be removed when deposits reach approximately one -halt the height of the barrier. 7'Q4'' e,r",;i1 / O ' C�t'PP/ LL %N6 /T e34L[ 45r, rte IY.4. .57474 $rofiV 4.EO ALL /F/C. 7 /ONES sec . 9 OJT .9(/ y C; TEMPORA R Y � ... R.. .: ... �, GRAVEL CONSTRUCTION ENTRANCE . Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Nal CONC. PEOESTAL III FOR POWERLINE TOWER 4 - "' F /LTEREO AwNG F\T0.5f/E:ET FLOW 727W.4. PO ex /ST /NG NATl/RAL Z2.00/A/AafgOvre#4, ' 2Q_ ..... 22 . - -.... 18 20.:_. 22".14" -�. ML Ace .POC.e .P /P,pgF,dT,4LL ' O /TCN ENre4 /cd 722PAN0 722 iYLTE,E' .SEO -'44 9VT (TYFM /C.44) SAN SW2. r 1108 RfM 24.2 • 28- - 5• UTILITY EASEMENT REC. Nn. 6707996. G11UR0 RAIL, f — L EXTRUDED CURB F 7r - B.M. :.u, SPIKE cti NOWE_R POLE ELEV. 26.56 7 A PO, 4,eY &A'ANL•"L - .ENTRAvree- /340 ..d)'' DLL .4CG ,e5,5 f'O/NTS (3e Deno /4) 10' SLOPE, DRAINAGE AND UTILITY \__``` EASEMENT. REC NO. 61487541, uv�, _ iCONTAIN5 UTILITIES/ • -~- SAN, SWR. RIM #245 INV. =12'_. ' M SET f7.F „rIw FW IN TOWER POUF. El_EV, . 25.52. DATUM - U.S.'3.S: NO / °40V E RIM = 26.R -- 2�� ----- INV = 25.4 AAMSPN'AwL.* PAVi NG E,NO PK NAIL ..LFAO RIm 2,16 SNP! .20.P WAY ;LEE' MON. IN CASE:; NOTE : srATE , HtGHwA- MAPS INDICATE AN ADDITIONAL WATERMAIN' ON THE EAST SIDE OP S R. 191 CHECK °d` �+Crc e/S 8. 910 Inil111141'1'11 ► b! JlliIi111 uiil ,i, I'i� 11111 i1iil iii 11r11µ1`1► u1111i11 101141 i ttfti iiiiliin 111'10 i' 01i1111111ini SAN SWR. P'M r.24.2 tiV-ID6 24 26 -- 30 O CATCH BASIN SCHEDULE' c. es. 77/'E G. e. /..E. O .T 23.50 ✓V .. ( o vE R A- I w) , ( "h& ) ,.,. W 02"//V/04/77 /9.50 0 .r- K £EST,€ /c7'r,.e 23.00 r. 20.25 0 .z- 24. / 7 2/ 00 0 z' 244 00 20..5/ 5 I �24 G7 .1) 2/ 550 l/2 OUT) 2/ /7 0 l 2.144 2/. 97 C) , 2_-K . RE:STR /cOR 24.40 22.00 -- . U iNN11:r -T 24. W 22. 1 :._LEGEND; /////,1 PROPDSED F /,</ /51/ED G2.4D - EX /J7 -M16 p4 -, .1Eici-r- D /ZELT'ON Off' sL/,PFACE ,Pi/AlaPF FLOUT ---41ID --O• --->` Bu /LD //J• DOGVALrRDUT DR9 /N_5 111(1 , =I R2oP/LY -D V6 (/ ' PA c/.WJEN 7` P wD MAY. Gt/47E'2 ,5J/RA-ACE11 24 22 20 - 20 22' • ,4�e G' 1' ,(` ND AC) 9.„E.L4Q/El ES 1. All construction and materials shall comply with City of Tukwila Engineer's Specifications and be subject to approval by that agency. 2. Elevations shown hereon are subject to finished grade construction changes. 3. All Corrugated Metal Pipe (CMP) shall be AASHTO M -197, Helical, 14 gage. If Steel, pipe shall be galvanized and Asphalt Treatment 1 Coated or Better. All Concrete Pipe (CP) shall conform to ASTM C -14, Class 2. All' Corrugated Polyethylene Pipe (CPP) 3" thru 8" shall meet or exceed all requirements of ASTM F -405 (heavy duty). All CPP 10" thru 15" shall meet or exceed those requirements of AASHTO M- 252 -81. Bedding is critical and shall be placed all around pipe in accordance with manufacturer's specifications. All Polyvinyl Chloride Pipe (PVC) shall conform to provisions of ASTM D 3034, SDR 35. 4. The onsite drainage system is to be privately maintained by the Owner(s). Drainage facilities shall be checked and cleaned annually. 5. Immediately following finish grading, permanent vegetation (consisting of rapid, persisent legume) shall be applied. Minimum 120 lbs. /acre including: 20% Annual, Perennial of Hybrid Ryegrass 40% Creeping Red Fuscue 40% White Clover llydroseed Preferred. 6. It shall be the responsibility of the Contractor to avoid damage or disturbance to all existing utilities. The Contractor shall verify all utility locations prior to beginning construction. PUGET SOUND POWER AND --t -- --- -- T- -7- - -' -r- L 2 1 ' I 2+ NoierA? P�,P.VA16 LOT D zzclrioAl D,t/ - -7x/ /0'x6, "'P/AK a rei-- 18 - - - -�_ I `' (9,t f'8ic Fool £4 uM'E) DO N PIPE ° LIGHT CO. CONC. PEDESTAL FOR POWERL!NE ! =' TOWER . 2r. -- 22 G DESIGN W 7 ER SURFACE EL.: ( 23.50C) x24.90 GR. EL. .SEE C.8. SCHh. bUG E /-- 6' P.V.C. TEE A.C. COLLAR • JOINT 6' MIN. THICKNESS GROUT ALL AROUND. WATERTIGHT aVABLE p EN: U CAP w /GASKET SEAL TYPE. 1-K C.5 - ---... (CB. 16 PER ASSOC. SAND ( GRAVEL) PVC. C. PLUG w/ 2' DIA. MACHINE DRILLED FLOW CONTROL HOLE IN CENTER AFL O W RESTRICTOR & POLLUTION CONTROL C.B. DETAIL (,v07 TD .9CAG 4) • • • 0 /5c/-14RGE /NTO .ex /ST /NC ORQ/NAGE Z2/7C/7/ 4L ONG R.4 /L.004 7 EMB,4NKiV/ NT R.O.W. a • EX /S T //VG 1 1 0/ A/ D / r r A/ • • al II Mlo //V5T.4LL /POCK .e /PRAP ,'T au 7Z ET 60"-G" dx./,4•PRYS/WLS, 2 C. Y.) .OAyz /GAT / E. /7: a '70 L.F OF /2" C44/ .2.(50;4 • • VICIAII .1 MAP 20 ---- 22 •\`� /0'PERM4NeN/ \ , ..94 /4/46-zfA9 1f/tT -=-# • ..e.40L' 70 5202E 2% O0i4/4, " ..,.. I 1 I 1 j \ i • /• L/J rowA•�o., , EAST ..._. TD ..5'4 T /L60N/ /PUNe7F, " r' 1 I 7 -T- 2 =4," Jt' ©uTU p4R.Kiitla Lor. DEreivri Ai_ PomeO 22 7.5X /6•.%),,e 6" Merle. DEPT. 0 ( /2.Sp_ ca s7-4- fool` v4 :bA4E) 1 1 •I••••••■••••10. F'ARKIt�1c 4-rier2UGk MAiUserzIN� EA3 I t'.1h- d1 7.s° d, 2A D� d. G K'Av CAL 6� N �Y .. /e5 /2 "6'4.,ti° Pe -'� /20 LA' OF /2 "P!CG.G'J.1e) e1- 6-1111--A10/ '00 °W -7a I4' 758.3 6000 SF "Bu/.cOirvG ;pOaf"rOf" .QUr1/OFF 4014//yF U73TOC.4'TCHfi43 /N5 -_ / /7-y /CAL) 31-01i ff,, a REC NC). 670 Bl/ /z,O /NG .QOOFTO I17LBs' TO',cd7C// 4 4 de7A/ eZ2 Azao,P EL = 24. 67 T`F O if�rL✓j NE 1SJ11P0fe72'/.7/xJTO5 " i 0•� f T r1 F1 11ht1T 7rv:9144A.4t-c"-1 21 -Afj - JG' 8000 3F ROOFTGL° sf'UtipFF,G ® 7U C4 7C/,/, a,25/ (7xeved2) 1612.1-40 A7/1/ 45A/44-17 AZaarEG 4' CP" 21 2 (WS kHA•167 24 00 LOCAL MOUND 30 tk o ~c • - ...._...-._ x 7UDF CURE N IN ASE r 26 ,NV =2S. 7 ---- M.Qyc14/ FO&�` d/ . ver/ />>C, 45PN.4L T .°4Yz=`ME/V7- Zq ';'6 SAN. 24 a COR{ $12„ gartriffilif -/An 4f VAULT ASPS' LT OA0WA ASPHALT ✓ PAViNG 2ND. D ( VAII.. IN LEAD MATC� e.c E OF E�' /5T/� -l/6 .4sf'.Er'.441►'.. R4vem ,-vr 'M =24.0 'NV. = 21.2 CB RIM:? fi .i t = 0.8 VALLEY h ROAD NO LEE' ZONE j.r 1 ;?:1 B.R. 181 A'0 - WAY I_ 91212E _ PAII*l', ARt' W - -�l�N- cam I/A 2 LEFT P Tye T��Y LA 0 /A-2. 1ex1 , a-1011 .rt'HiGHWA' MAPS INC'CATE AN ADDITIONAL WATERMAIN ON THE EAST SiOE or S R. 181 GRADING & SITE DRAINAGE PLAN • .+rw...ww....w�.r+rw • _. y ei esrrcr�c+ra:u.a:"31d4>�;:a.•. -. +s.r,+s.++........++..- .:.:n. I11;1;1; cMII t, !!!!11!11 11111111) 11!111111 11111I111:101141111111111 oivrffgrl 11111111811111111111 nnhiii itnlnii tintnt, itiilliii • 88331 • 20-- -- 24 2Ae 22- 20 - 20 22--x" SAN. RIM = SWR24.2 . -- 12 "_____ INV. = 10.6 24 _ _ _ �A • --s_ 26 a 1 -- 30 �'� L....34.31 ---= o i 26 FND. 1 IRON PIPE (TYPICAL 4 PLACES) 22� \11 G • • K. C . A. S. 30' • PUGET SOUND POWER AND LIGHT -18 22 2 6 2 zA5 24 18 +� 18r-` U.Y.S. G 2q' 5' UTILITY EASEMENT. REC. NO. 6707996. • v.11 1f 730.90 -E F 1 1 F 4" 1 Q G 1 6A S l9• _22 20 U.W.S. • -20 +65 22 G-- -�y371 G soN 2 +� S _ ®. SAN. SWR. RIM = 25.4 INV. =11.4 � it9 ,- I • T.3. • D CONC. PEDESTAL FOR POWERLINE TOWER 2+ 2•1 CO. R.O.W. +63 2 +A 2Z6 N 01°23'00"W 2q' +9 20 24 22 6 -6 758.43 B.M. \ FOUND R.R. SPIKE IN POWER POLE ELEV. = 26.56 9 2 +. -G =22 6 26 6 14" 10' SLOPE, DRAINAGE AND UTILITY EASEMENT. REC. NO. 6487541. \\ (CONTAINS UTILITIES) s S 2y° ZA1 10" 1 MON. IN 1 CASE F G-- - 30 Jr) NO / °40'/2"E F s ®POWER VAULT 72276 25° AREA = 71,630 SQ. FT = 1.64 AC. SAN. SWR. PER RECORD ONLY (NOT FOUND) 2A6 • SAN. SWR. RIM =24.5 INV. a 12.1 OUWS PP RIM =24.0 INV. =21.2 G ASPHALT ROADWAY 2A ZA? LOCAL MOUND , O 0 B.M. SET R.R SPIKE IN POWER POLE ELEV. = 25.52 DATUM - U.S.G.S. POWER VAULT eTELEPHONEE It) - RISER ----- WEST VALLEY • ROAD MOTE - :•�.._.�._. LINE 'A' - 'A' REPRESENTS A LINE DRAWN PARALLEL TO AND 200 FEET EASTERLY AND SOUTHERLY OF THE FIRST ELEVATION = 24.1 FEET CONTOUR LINE LOCATED ABOVE THE GREEN RIVER. THE BASIS OF THIS ELEVATION IS KINO COUNTY MONUMENT NO. E460, WHICH ISA BRASS DISC MONUMENT LOCATED iN A 10' X 20' CONCRETE PAD AT THE NORTH ENTRANCE TO NC MACHINERY AT 17025 WEST VALLEY HIGHWAY. ELEVATION OF THIS MONUMENT IS 25.968 FEET, PER CITY OF TUKWILA RECORDS. W • *F H. LEGEND W - F F - -- - 0 0___ -s 5 -- SD SO- C.B. F.H. O.A. P.P. T.S. FOE LINE ETAS SANITARY SEWER STORM DRAIN WATER CATCH BASIN FIRE HYDRANT OUY ANCHOR POWER POLE TRAFFIC SION UTILITY WARNINOSION NOTE: The utilities shown hereon, unless shown with surface appurtenances, we per public record only. Prior to any construction er excavation, the exact lolition of these utilites should be verified by ceiling Underground Locate Service at 1-800-424-5555. W NO LEFT TURN ZONE W S.R. .181 VFH. J G - - TWO -WAY LEFT TURN LANE \ NOTE- LEGAL DESCRIPTLON THAT PORTION OF THE SOUTH 990 FEET QF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 25. TOWNSHIP 23 NORTH, RANO( 4 EAST, W.M., LYING EAST OF THE WEST VALLEY ROAD AND LYINO WEST OF THE PUOET SOUND ELECTRIC RAILWAY RIGHT OF WAY AND LYINO NORTH OF THE •FOLLOWINO DESCRIBED LINE: BEGINNING AT THE CENTER OF SAID SECTION 25; THENCE WEST ALONG THE CENTERLINE OF MID SECTION 25, A DISTANCE OF 897.56 FEET TO AN INTERSECTION WITH THE CENTER LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND UNION PACIFIC RAILROAD RIOHT OF WAY; THENCE SOUTHERLY ALONO SAID RAILROAD CENTER LINE 517.40 FEET; TH'EN(E NORTH 46'27'30' WEST TO THE WESTERLY LINE OF SAID PUOET SOUND ELECTRIC RAILWAY RIOHT OF WAY AS CONDEMNED IN KINO COUNTY SUPERIOR COURT CAUSE NO. 32873; THENCE COTINUING NORTH 46 '27'30" WEST TO THE EASTERLY LINE OF THE WEST VALLEY ROAD; THENCE NORTHERLY ALONO SAID EASTERLY LINE 460 FEET TO THE TRUE POINT OF BEOINNINO OF THE LINE HEREIN DESCRIBED; THENCE EMT TO THE WESTERLY LINE" OF THE PUGET SOUNT ELECTRIC RAILWAY RIGHT OF WAY AND (THE TERMINUS) OF SAID LINE DESCRIPTION. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. NOTE: BOUNDARY OF THIS SURVEY IS BASED ON A SURVEY FILED IN VOLUME 42 OF SURVEYS, PAGE 138, UNDER KING 03UNTY REC. NO. 8411099003. 1 G ASPHALT PAVING FND. P.K. NAIL IN LEAD 722.54 e yql - se, 9 CJ w STATE HIGHWAY MAPS INDICATE w AN ADDITIONAL WATERMAIN ON THE EAST SIDE OF S.R. 181 C.B. 12" RIM =23.6 1 INV. =20.8 1 ¢ 24 - ' '�l. A, 232.98 2q. 2 - • -10" • MON. IN CASE 1 I TOPOGRAPHIC SURVEY AT WEST VALLEY ROAD IN NORTHWEST QUARTER SEC. 25, TWP 23 N., RGE. 4 E., W.M., TUKWILA, KING COUNTY, WASHINGTON TIM HANSON AND ASSOCIATES, INC. 169'15 N.E. 68th PLACE REDMOND I WA. 98052 • REVISED 8/19/85. MOVED EAS PROP LINE 7' WE ALE In a 30' SEC. TWP. RGE. 25 23 4 FIELD BOOK 65 DATE MAY 1985 PROJECT NO 85015 rxca'iit, +a� • • cMll,,I I lI !U 00111111 111111111 inllinl llhl,,,, ililllln 111111111 ..L.9 .x:1..1.. ....1.1............14 1111111 111111 1 24- 22 - - 20 c _1 -0 '•-.. _________ ,1 I — — i 8"---- 1----- 20 ,./. 1 ..11•4' . ... _ - .. • • ■ ---- -41,---1.,A•••••••••■-•-••••••.. * 22-14" - R N PIPE - v__ • .• ..., _ ___ ......_ ______ . Y.W..5.--,t, `1. _18 ---I----- 1 7. . PUGET SOUND POWER AND 18 _ 20 - 22- • 6 , 1 • 24 I 20r- - • 1 1 LIGHT CO, CONC DEDESTAL FOR POWEP..INE TOWER R.O.W. 24- 2-- ------ 1 4,■■••••• / 2 ,-- : ..., 1 „.-,- cooc.• PAP SAN SWR RIM 24,2 INV 10 6 24 12 26 .20 22 c115, RA 12e e N etzit-Jc., Aji frr y 3'00 W - EL. ,,--' D.41. 1Y P. — -muck_ eAve..L. 24 • 0. 1 I I 1 l l's I I 1 .2,`)1 /11 1 _21 to 24 --- AC:- — 0 0 WA9_0' ASPNA1-1 e 4r.4.126P- RAMP 1•i- Sioak4ALK .2t •• • •••■•••••Ma•14~44••■••••••••=0 1JN Dave. Lc) P' ---i■ LiemovsniumnaLiairi,: 0:.:101k Noma 1 q'siDEU eu4113 3Z) I i1 14e44 Jg 04110 tr) elos,,TINJ ULi _ MON IN CASE 10" W EDGE OF PICVEMENI\ eh. n••■•• ,...•••••211.Fiet • ' • WEST VALLEY) ROAD 1 FT TURN ZONE New otzlvatAtAy SITE UTILITY PLAN SCALE 1"=31Y-0* PAINTP-0 9relPe PAII41?-0 A4202.014 S.R. 181 !b, — F ASPHALT ROADWAY v,67-ijUr roe rige--e7faii41411.-M—ssiSist-1. rip-Te-f-z F4=7'te 12,1-Pc.71.c. Fc5cZ e,t,c6 M eTe +._4>F2 - A L A 1,4 11*.-re. friele. a Fc7e. 4 ''ne t-IE.INI LINE IF4re, e-KisTit4aTt4A1e.e UL/6 W------- NOTE STATE HIGHWAv MAPS AN ADDITIONAL WATER THE EAST SIDE OF SR i31 — W DICATE 1 ••. 8 9 11 . 11 1 1 15 11111111 111111111 111111/,M.11111111 11114111 111111111 111111111 111111111 111111111 !MIMI 111141 nip Huhn, ifultm 111111111 1 :1 1..irA2:70.1*,i f:,211, NATEg Me./612. Fie I 13t.00er D. f-e44 velve.1"1 Ay sAvi -ear EX I Vritqa, totearoi-4"vr INe.TAu. Pere L4,1.&.1, e-rATE. Po'f>.f. STANIOAROs. 1-Yr. 2 1....acATI0144, •;) pi I t ()CAL MOUND -16 ' 20 22 24 24 22 22 24 W 24 14 ASPHALT fIA VING F-NO PK NAIL IN _LE,AD _ 12, F C B RIM L. 236 C.C.N4G- 91PeLAJA1-04V r 2O8 c-4.116 1,fro-o5cApe. 232.98 viikket 1141et.40sc, Dt.e.eiese sANI.J.e.1,,tee 4 wArrs.g .-1,s-re.1.4. 1-1e..er A-20 Foe PLAN' N F1A1l4 THE* Ii4k>afriAllc•r--1 4c:>P41‘i J ReF6tzatJce c>r-lt.y 4 •UPsessastr, sY 6-• At. •t4t.Y 1.4e0fe43 e4,1c.I.A.fteP BY I). IFT-•51x 't.it44.-t- BE 4.4vst-.1510e424SC) PAR-r.cvt° -11.114b i.le.er. 4 S # I/O STRANDED "TYPE. t334.R1. WIRE. MU11.. DI N G STATIC. F?'U S AT 41.'• A. F 55MC.URREC) TO WAL.L. 4' -O'I CTRS. W/ 1 /4' - 20 A, .J, ANCHcR4.). C.ARPC'eu !SUS dV t .R. ©Cyc,>"i•w/AY `5 81/2" X 11 t7FRAW ING'S. R&GULATOR P 1 P!E FOP-. AUTO TANK. DRAIN RnRTAF3LE MIXING TANKS CI 5Y «TNe.P5.)•- 41 -0 • T' COPPE.PWE..L.D GAR c •LJr! ©EC 'OD t3' -O' L G • .r..) 'I*4 !•*.1 INT:=10 E,A r1-14 .111.1111M 1114M.. 141 SbLGF'°E PIPE l (5EE GP,NER/�1., DA'PSI NOTE fo) ( ,1 ' 61:11="A.eF- (GE'S GENEPAI.- �� ,�, "\ DATA NOTE f II) CA i 0 -O acuf Fb 4a X 4,' CIDNCRcTE CUR W/ .I4- RhEI'3AR 4? 12,4"4. C, DOWELED. INTO FLOOR. \kCONCRE.T. PRAMI,4" HIGH AT 'Tr- IRESHOLD PITCH1 D I :12.1F C' 1 , c E , 4b4J3c► -f1 Go" W 1JDIS"c x 4" CAMP' TRONCH PPA11.15 1N/ GMA ►TINGe. POF'a. CON cm's-re RAMPS' DRAIN '3H AL.L.- ;N4 EN 13E. CONN t.CT"E I) "10 AN 'OVERFLOW ANK, .'LL P� GisNiagAL °.' • MOONEY left X LER 1/2" QUICK HOSE D! SCQNN EC-l- LAYOUT, PING GRC UN DING i='LAN (47!T !k ) -'�►k��►7`►0\1''�1 \\`�`I►. `' 111 S.PIRAY 13 -I '�aEE GENERAL DATA N Ct r _ [v OVEN rCONt'TMA :TAPE <oH/�►t_L_ k. III INSTALL OUTLET F'Ot E. LE C T'F I C OVEN . OVEN SUPPLi0.,D AND INSTALLED 13%( °3H EfWIN •Wl l..l..I AM'S TOFZE OPT tN G COOFr- tDf NellsTC31°c • ow .R OU • YP�. 1 ICr• Pe." C. 1/2" VALVE 1/2" PIPE. 3/41' x 3/4a x I /2" TEE 3/4" PIP & DE TA I I..._ r A TYPI CA'. OISCONNE.GT C(-1 EMATI C SEE GENE.FSAL OATA NOTE. 5 .meateemeteansit-----R DE C14• MAP. .JC:t1 S1 130TTOM PIPE SLOPE 0 DRAIN ( o " �Le--/E• TO ELIMINATE. SHeAFK AC-r' of,/ r' 1 R1=E 1�l AROUND VENT si4ALL ME. A'MINIMUM OF 2'I 0 AND 21-O" A13QVtz GRADE . CONTRACTOR. SHALL COM L-Y wtTl.4 I•A1NI I4U.A OR W1-TH ER- NING c ©c' ) WNI GHEV M d Ra tR E.�a TR i G-il V rz . • �' 4'.ILEEVE. P) f•`'24 PUMP OUT V41TH KIJOC14 OFF CAF' AND r ,r -TEEL. COVER II II II al n ND OF PUMP- OUT.' ZT N � K GEN ERA EDA-rA NOTE °) ��-cT o 1l - ov :R F- Low TA. K ( IPI:r;c 'U E.b ONLY WHEN >~LOO Dar -e►1N 4.Y5 Loa IN'"aTALLE.P , SEE. GENERAL DATA NOTE'S 2 I-IF .PIFR�. wALL.. T CLC>SED END PIPING SRECS. i. PIPE. SHALL PsE SCH , 40, GALV., ASTM. A -1O40, C.Ek. 13. 2. FITTINGS SHALL_ r3E I5CD07 ■.I,7 GAI-v. GPRIE.'WED VALVE'3. r E 13RQNZE, 4.ATE, SCFREWEt 1 a0 /P. 4• ALL CONNECTI ONS OFF TC:),' OF Fi S A.IDE1:Z . 5. ‘5UFPF'QI .T EXTEMI OR. r ut L. MI .WALL 14 GA. DUCT ACTUAL- WIDTH �1 DE F'T H SHALL- I:-'E. DETEIRMINEt7 13Y FAN DIMEN S(ON c AND J KMAUST AIR, VOLUME. u C'TR4.. 00" GENERAL DATA NOTE:S 1 RQOM CAN t31E U SE. t FOR STC�FL A►GE QF 2 OC�O Ga,LL.ONS OF FLAMMAt3La' IF UI'JSaRIN1�LW SOoe7 GALLONS 1 t= gPFkIN K LECD. ei DO0R4 : SEl~• •SHERW1•r+1--WILLIAMS DESIGN C�UIDE- LINE. 5 FOR °5PEGF1 CATIcDt+c4. L7JOR SCHt= DU; -.E, ONE @ 3' ° On ,$ ?' - C" CD DUfLE ALL- DOOFts W'TH FU5I r3Le. Lij-4 sAFET( CL 5URE . LIGHT:N ERWIN -W LLIAM 3 C 7MS1GP1 GUIDELINES FGR ;::=°E C.', I CAT: ON 5. AND LIGNT!N4 ' o.4 t3G�i -S !. UtkE 'SCENT IF DDDE AL LAW/ pR ALTERNATE iN DLCSI Gh2 GU l ©ELjN E' 3. Q d,, COy+P2.E.S50R SHALL- FE SUPPLIEOD F3Y SHERwIN -- WILLIAMS CO. AND SHALL :5E. INSTALLED/ CONN EGTer, INTO -iNE Al R ANO MADE ©F' ATt ON A L_ 13Y -n-1E, c:-T© F2,. "DDI TEONA 1_ IN FORt�t A-r ©N SHALL_ Farr Ot'3TAIfr4ED FROM PRC'OUCT SERVI Ca, ROOM etZuIPM EN-r �.,,x• PECI •- CATION • B. GR1A fNtc3 TRE.MCN DrRA1N4 P1F'11■1 V1 51...Ee.vES,. -TA.NI , AND ALL F?EL.A- "E....O I'TEJ- S SHAL,'.,•. ON :.Y. i3E INS TAL -LED VIJHE.N REQUIRED Sy LO`AL G.OVER_. NING AC3ESJC.1i =S AND SirIERWIN-W1'_LUAMS'AF' OVAL THE 4" x Co" CONCRE -1'E GUP13 61ALL- 13E. INe'TALLED ONL -( 1N CONJtJNLCT1 ON WIT- 11-IE STUD ANO GY°5UN.1 t30AR D 2 H R, WALL. ,. .SP' RA0.r 'POOTH Sr-4AL L. Msg. S1;PP4 E.c, 13Y °.SHR.FTW1N -- WILL.IAMS CO. y AND S1-1 ALL_ Me. INSTALLED AND MADE. OP''ERATIONAL_ f3• THE= CON TRAGTOFS. AD21T1ONp.4 INI`'U1 MA-rt ON '31-4A LL- 13E. v' TAINED FRC7!../I PR ©DUCT Ryac,M EEC 11?I`y't EN-T �PEC,IP.! CAT1 ONE 7. EXI- 1AUS -1• c•R : N1 vV YORK t31...OW R MODEL E -14,2 -H 9. E=1F�F OAMP1".R : RUSKIN I!o" x ate" UNDE.RGIBJUNIi7 TQ,N!` ' HALL...• 'MEET LOCAL_ 4N© NA.TICDNI L• CODES) SHALL. VtE. PRESSURE_ TEST'ED1 ASF2sL4AL7" C_OATEU AND FROM ELEO.T! L `' S IF c0 4 '•f i(DNA PI c.-TA -r TJ N - GHALL.. NAVE. S1,1 Ft %ENT 1•11✓•MeR AI.1D CORR1;= •G7L`r' SIZED CF'E.NINGS SO 1`10 FIELD C.L) T' 1-.sG IS I'4EOE- E. tO. TANK GOVIER PAD SHALL. Ms.. A MINIMUM OF &tNG4ES CON- TRACT R S,14 A1 -L PL.AC I . A - 1- 1+•11CV -.E P.e.C.7 I! A! l=.r G S SA trt Y !' DES! "TO 14 O L D TANKS IN THE- GIR D U N D 1.1. IF IT IS NOT PO r..aSI 13LM. -rt'7 SI_r° ° E. AIR LIN E. ENTI 1SE1.,?-r ' -r '71-4 S. A 1 Fa. tom, E G S ©r=1. 01.4-e1.4 N AL1-rvN1 AT I C.. M 1S'TUFtE •AAPa StAL -L se. 1 iNdaITALL E.= AT ALL 4:=C7t 7-4T S 11•-.1 *10753 1CBI *L1= CT4R I C PeTROLE-UM PUMP IIS V.APPROX. 41-'' 1.1191-1 W /r4oz,zL.I= 4 I-iDSE VENT SHALL IFSENIMUM'. ?F 2" 515 AND 2s -D" - • ON/E. GrcADE. CoNTr ACT• SHALL COr►I PLY WITH `I'NIE • 1NIM UM OR WrTI -k GOv'E C3 CUES, %NHICH- EVE r 5 MORE REETRI cry E.. FIRE DAMPE.'RED 1-.OUVt 1 =, EEE GENEKAL• DATA NOTE r 4ONA.F F, AIR PIPING. 4V"A,F,F, RE•CIEPTAGL.'E:S 45 "A.FF. G-,ROU O1N G DOORS 12" N\ LiG4 G PL.A 4 RWAY w DRAI /0 CCLJRI3 •(SE,i. G . . ID EXAM Law /5 CONCRETE .F LOOP, AIR INTAKE ;km E'XHAUS'T 0 4'GLE..VE FOP; EACH UNe. STANDARD FILL PIPE WITH $CNC)CK OFF- CAP NC) CbVE f , D.A.IR GASGL'NE SET- UP. TANK SE. GeNE DATA NcT. T' Ems- i c�h,► �1� #. SALES PLOD; sq. Ft. STORE NO. _ c h .W•74415,2,34:&0 44.. "�7GKc'1t ,..... �. s- tiaaiK:c-r.. r..r '_;c_....� .. �$ ;'), .. • _ .. , IUdIIII Milli!! JIIIIiiil inlliin !Whin 11111111! 1111I111�1 11nIii i 111111111 • •r.: ss i i il niiIi ii ✓11111 IIIIIIItH II ii 1 iIt V n1E1 1 1 • O EXPANSION O NEW BRANCH O RELOCATION O REMODEL bOTHER SW -1