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HomeMy WebLinkAboutPermit 4169 - Strander - Silver Cloud MotelThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 4169 Silver Cloud 1305048 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 13 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. Sq. Ft. Office Warehou/ e Warehou s Retail Other Occ. Load 1st Fl. 6899 R -1 58 2nd FT- 9204 R -1 3rd Fl. Total Work to be done Site Address Building Use Property Owner Address Contractor Address CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 New Motel 13050 48 Av S Motel John & Louise Strander 15000 57th Ave. So., Tukwila, WA Chuck Cox #CHARLLC153EQ PO Box 385, Redmond, WA FOR BUILDING PERMIT ONLY As•roved for issuance Fire Protection: ® Sprinklers [[ Detectors Zoning M -1 Type of Construction V - hr Special Conditions FUR SIGN PERMIT ONLY Signed BUILDING PERMIT Suite # Tenant Silver Cloud Motel Assessors Account # 000300- 0030 -1 Phone # 242 -1253 Zip 98188 Phon #7)5-7600 868 -5959 i Z i p 98052 t -� b PERMIT # z/k/(7 Control # 85 -333 Fees Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 682,929 Receipt # 2095 $ 1890.00 Receipt X1 360/ $ 1229.00 Receipt # 9b $ Receipt #2095 $ 16.50 Receipt # $ Receipt # $ TOTAL 72. # 015 $ 3135.00 [[ Permanent [] Temporary (] Single Face [( Double Face (] Wall Mounted [l Free Standing El 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 IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THl TYPE OF WORK LL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 0 ANCEL THE ,J'"VIS1ONS 9 OF ANY OT TATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date /2— -t 3 - �S LICENSED CONTRACTORS DECLARATION I hereby affirm that I 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 ( ) I, 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) 1, as owner of y a property lust ly ntracting with nsed contractor's to construct the project. / V Owner ( s i onature) � /� !il/ Date 12— Sq. Warehouse Retail Other Occ. Load 1st Fl. 6899 R -1 68 2nd Fl. 9204 R -1 3rd Fl. Total Work to be done Site Address Building Use Property Owner Address Contractor Address CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 New Motel 13050 48 Av S Motel John & Louise Strander 15000 57th Ave. So., Tukwila, WA Chuck Cox #CHARLLC153EQ PO Box 385, Redmond, WA FOR BUILDING PERMIT ONLY A. roved for issuance Fire Protection: ® Sprinklers [[ Detectors Zoning M -1 Type of Construction V-1 hr Special Conditions FOR SIGN PERMIT ONLY BUILDING PERMIT Suite # Tenant Silver Cloud Motel Assessors Account # 000300 - 0030 -1 Phone # 242 -1253 b Contractor (signature) Date PERMIT # ('` Control # 85 -333 Zip 98188 Phone # 775 -7600 888 -5959 Zip 98052 Fees sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ , ..,,_ ft. @ other $ Total Valuation of Construction $ 682,929 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #2095 $ 1890.00 Receipt #1360/ $ 1229.00 Receipt # aU9b $ Receipt #2095 $ 16.50 Receipt # $ Receipt # $ TOTAL R , # -2015 $ 3135.00 [] Permanent El Temporary [] Single Face [] Double Face [] Wall Mounted [] Free Standing [[ 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 IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THI TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR/ CANCEL THE /PROVISSIONS) OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. X Signed C 4' Date /2 -/ 3 F S� LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. OWNER- BUILDER DECLARATION ( ) I, 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 property, am exclusively yontracting with ,I,itensed contractor's to construct the project. V Owner (signature) ;•'/ . !•...�' r, ,� �. /...,-,.�. : '/ f, ', Date /7- / j G S INSPECTION REt•,._ST Permit # / /G 7 Date ,//�6 Tenant C/©�' Time / Address: Date Wanted: ;44 a.m. (p.m. Contr. or Owner Type of Inspection ,� z-y Req. By Taken By Ve af�1��aMntawwtNta Wwv....urwen +...vv.++d.. INSPECTION REQUEST Permit # 1 7 / / � , Tenant 5,1vek eak c/ Address: /345O g '`' S Date Wanted: ,Z, ;,* Contr. or Owner Type of Inspection /e, /1 ;0/527 0/ 5 6T /ss‘ee f-egc ze.W Taken By . ✓6 Date Req. By Mg Permit # . Date 1 -A2 2 Tenant I I Jein (',PoQd Time 9 ' ) Address: /30L O 4:0 `SO Date Wanted: I a.m. p.m. ' Contr. or Owner x;1 p 1 Type of Inspection , ., �1(�/1 � 04; (Tvki (AXdb G9Li aaoo 1 0 Li- — ex vy\ ct LQ/ V�) Req. By Taken By ■14 Type of Inspection Taken By ( 1 INSPECTI6 REQUEST INSPECTI ri REQUEST Permit # We0 % Date Tenant,J, P/' �J�� Time Address: 0 d 6 4 //e ., d Date Wanted: 05 ; a.m. Contr. or Owner �r,' /Vr p.m7 Req. By • fr "Jr 'A7vl.0t07/ 4 �� . LSO' A rA r e- 2 ( r " 2C -44 ' i- 4 772 1 k!? . o.. ?'e'"� d2%1e449,' " 2ro • ;s? • ,p -, 41...E op •01; .lji•1o1Y1 �%0g ?xi 4 `. a-7/? i ll d /9/40 i.2Vra/> �$ •aye "1.6°:.56i,irn47,41 s'aa / ,2S i - j 9g , P 4 V 4/ e l' 144 4:_rW klY teA7/Pv 7-7 rr) k,121 147 4 ' 7 ,7 P tr 671 17 0,2,77 y po- 21920v-- te ap Jr- irYPipt-op PzirY rx)Irr,r ^g IA'W r: 7141/ 4 p 4V,rr so/0/x 'B d - (9‘ P7 # r v/ rr rr - *07 - 14t , 59 144/7447-449? p Ct`l '79 ii AP e 4 " A ` 122 ,t /1 19? -fr ol . r 1,1 "," 1 47r I 0 9m ‘,09-77-4,./ 9 j/ s _ ix . DA6 vrw) ,S/k/E /pOr Pr .oc):c9u /vetc - erpte 6z- c, e, 0 p /.2 A 1 /e a .- 0 4 / vie - 2ec�.c.�,e. *A t TYPE ' DATE INSP. NOTES Grading ' ' } (Bldg. 433 - 1845) Setback (Bldg. 433 -1845) Reber/Footing /Found. (Bldg.'433 -1845) Slab (Bldg. 433 -1845) Grout (Bldg. 433 -1845) Frame (Bldg. 433 -1845) Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1845) Mechanical (Bldg. 433 -1845) I Wall Board (Bldg. 433 -1845) . -- , Utilities - Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433-1845) Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) ---- ---- -_ c �c[ ,ni4.,'�, •vr�-r, �-� 5: �'•. `� '.per a r '.w. .- --. ms's.' s�[ 1514 City of Tukwila Bcildi 433 -1845 JOB ADDRESS WORK TO BE DONE OWNER CONTRACTOR DATE ISSUED CITY OF TUKWILA BUILDING PERMIT INBPTCTION RECORD POST AT OR NEAR FRONT CF BUILDING PROTECT FROM WEA HER g Division SPECIAL CONDITIONS inspector must sign all spaces pedtaining to this job. B.P. f L /(rq Control # X3.333 Date Issued TYPE OCCUPANCY �nr eqs � Project Named Address I3o5f Li3 4k) S Type of Permit(s) Neu) 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 certitate of occupancy may be issued. This project (z) 11 .c- 1 TO: ❑ Building ❑ Planning • 'CITY OF TUKWILA Central Permit System FINAL APPROVAL FORM is NOT ipproved by this ( - 3) /no?! t 4/ 5PP,r 5j,c :,/ (q) V/( 5.1 I 0 / 4 + „ ( ) ( ) ( ) ( ( ) ( ) ( ) 4 ( ) 7Zz 2c ` 9 r This project is approved by this department: ❑ Public Works [Fire Dept. Date Control No. Li/ h Permit No. v5 33 3 ❑ Police ❑ Parks /Recreation apartment; the following corrections are necessary: -!3 & nature Date CPS Form 3 • CITY OF TUI Vv ILA Central Permit System TO: ❑ Building ❑ Planning Project Name 64‘i1)-w C1oL Ad Address 13615 g 0,0.5 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: () D,�,� pWTL/ t 5 QA ti ,r O O () () ( ( () ( ( ( O Authorized Signature Date This proje t is appr v ;_ y this department: e / ((° / Authorized Si nature Date gPublic Works ❑ Fire Dept. FINAL APPROVAL FORM .control No. ?5" Permit No. ❑ Police El Parks /Recreation I CPS Form 3 12131[I'M CITY OF TUKWILA Letter of Credit Fort - Performan This will certify that Tukwila Silver Cloud Mote has the amount of $ 12,000.00 on deposit with t e Overlake' Park Branch of Seattle First National Bank in Account No. , which snail be held by the bank for the purpose of guaranteeing that the improvements to be made by James L. Weymouth (hereinafter referred to as "the PrincipaI') in connection with construction of the project known as the Silver Cloud Motel (Landscaping) shall be completed no later than 7/15/86 It is understood that the nature, extend and manner of making said improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. 4169 (BP #) . If, in the sole determination of City of Tukwila • the above - referenced improvements are not completed as required by the approved plan, conditions and applicable City standards at the above location and within the aforementioned time period, this bank agrees to release to the City of Tukwila the sum of $ 12,000.00 upon receipt of a written request for said release signed by Mayor Gary Van Dusen We further certify that:all assignments, releases and signatures necessary to transfer said sum to the City of Tukwila have been obtained. We further agree to hold $-12,000.00 until we have „received a written release from Mayor Gary Van Dusen Seattle First National Bank Overlake Park Business Banking (Name of Ban ) Claude McCrimmon, Assistant Vice President (Signature of Authorized Officer • and Title) proved • (jj,e(77/~1d James L. Weymout a't ,tG (Signature of Depositor) HANK ADDRESS QUAN. COSSYS•PHISTCHt 'PORTLAND, UR►OON ( Watkinl DESIGN — PLANTING — CONTRACTING 16211 S. E. TONG ROAD CLACKAMAS. OREGON 97015 TELEPHONE 638.2437 s 1uC. an.,1 /14 i lZr. k wit /4 INVOICE N? 1195 DATE / L . - c / 44).4 JON NO. 'TRU88 -13PAN CORP. April 30, 1986 Norm Bray Building Department 6200 South Center Blvd. Tukwila, WA. 98188 Thank You, r .• Dave Houchin, P.E. Plant Manager Truss Span Corp. DH /sc 19340 N.E. 80TH 3136 'B' ST. N.W. If you have any further questions, please contact me. • REDMOND, WASHINGTON 98053 AUBURN, WASHINGTON 98001 EMEND MAY 5 19861 CITY OF TUKWILA PLANNING DEPT. • 868.3100 Dear Sir, The contractor at the Silver Cloud Motel asked that we submit a letter to you regarding the nailing of the party wall top plate to the bottom chord of the main trusses. It can be argued that this operation produces an additional reaction point on the truss, and might therefore cause some concern. This condition, however, is common practice in the industry and to our knowledge, in innumerable cases, has never caused any problems with trusses of this design. ,64; ,a7;z1 ‘p 6-/s),74 .2,70 ,f,v. COPIES DATE NO. DESCRIPTION 'I Sb "TOSS 1.- oOT "DI42ANIS M AT - UST S .!-k3S.W 1- 1 R ) vSlaiD 1uSS LlaYou I' 5 re_oss [ - 11.V .t=a1Z11 ' / 1 i " -76 l l c-- 1(c - Poe_.'r / EC5I ED ‘ irm OF TTUKWIUA. <1AR 1.0 1986 BUILDING! tl ❑ 19340 N.E. 80TH • REDMOND. WASHINGTON 98052 •8853101 c 3136 "B" ST. N.W • AUBURN. WASHINGTON 98002 • 833.1050 TO 1 ) Le-1■1 t LA, 1?L.X7 " GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via XShop drawings ❑ Prints ❑ Copy of letter ❑ Change order THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use 0 Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections 0 Return corrected prints O For review and comment ❑ O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS __L Al/E5 AN qUes77oAI P 1 S G.446,6.- rEuSS - sPi W ,4r/,4 S3 /6_50- ---- -- 5,e Foe ,/z Lev's_ op__ Y1 Ah 1 «I P44 r,,✓& COPY TO FORM No. 3703 -(206) 939 -3131 ❑ Plans ? " � J I e _ - r o t ) . LETTEn OF TRANSMITTAL DATE S 1101 23(0 JOB NO. 3 i S ATTENTION RE: r 5 (L.\/f -e C1:2) 0 l al_ the following items: ❑ Samples ❑ Specifications SIGNED' JOHN ANDERSON AND ASSOCIATES PS, INC. 25 February 1986 Mr. Tom Hill Building.Offic_ial City of Tukwila 6200 Southcenter Boulevard" Tukwila, Washington 98188 Re: Silver Cloud Motel - Tukwila Dear Tom: The owner of Silver Cloud Motel would like to eliminate"the 3/8" particle board on the first floor and replace it with 1 -1/2" lightweight concrete. We have reviewed this and agree. We would also like to change the 4 mil polyethylene under the lightweight concrete with a lightweight building felt. Please let us know if you see any problems with these-changes, Sincerely yours, RONALD R. HEALEY Architect RRH:lh cc: Silver Cloud Motel - Mr, 41m Weymouth Mr, Chuck Cox Bellevue, WishingIon 98064 • 12061 454.9096 l3W C ffrD FEB 28 1986 CITY OF TUKW q PLANNING DEPT. JOHN ANDERSON AND ASSOCIATES PS, INC, 25 February 1986. Mr. Doug Gibbs Fire Marshall City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Silver Cloud Motel - Tukwila Dear Doug: Per our telephone conversation, thi date, we will eliminate the plywood soffits on the balcony and roof overhangs and use exterior gypsum soffit board,otr gypsum wallboard instead. We understand that this will allow us to eliminate sprinklers in these areas.. Sincerely yours, RONALD R. HEALEY Architect RRH:lh 106P0 N.E. 8th Bellevue. Washington 98004 cc: Mr.. Tom Hill, City of Tukwila Silver Cloud Motel . Mr, Jim Weymouth — Mr. Chuck Cox MEM FEB 28 1986 CITY OF TUKWILA PLANNING DEPT. Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 December 12, 1985 311 John Anderson & Associates 10520 N.E. 8th Bellevue, Washington 98004 Regarding: Plan Review 85 -T -19 (Silver Cloud Motel • ., 3 1985 c, i ,� i :' 7I. otti!LA PI 1-' ;ING DEPT. Dear Mr. Anderson, We have received revised plans_.for the proposed motel and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrer Free Facilities and the Washington State Energy Code. All comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill City of Tukwila 6230 Southcenter Boulevard Tukwila, Washington 98188 Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 December 10, 1985 John Anderson & Associates 10620 N.E. 8th Bellevue, Washington 98004 Regarding: Plan Review 85 -T -19 (` Dear Mr. Anderson, We have received revised plans for the proposed motel and have reviewed it 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. All comments from our November 27, 1985 letter have been answered satisfactorily except for comment 6 under the Structural Section. I spoke with Negyen Kim Pham of Nelson Boundages Inc., this morning. He assured me that the truss manufacturer was . responsible for lateral load design of the trusses. I requested that he include the lateral design loads on the structural calculations L1 thru 4). Also we advised that the structural notes be amended to include that the trusses manufacturer is responsible for designing the trusses to support the lateral loads. Under these two conditions all of our comments have been satisfactorily answered. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Maureen T. Salsbury /Bridget Smith cc: Tom Hill City of Tukwila ILA November 28, 1985 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433-1800 Gary L VanDusen, Mayor Ron Healy John Anderson and Associates 10620 N.E. 8th Bellevue, Washington 98004 RE: Silver Cloud Motel Plan Review Additional information is required in order to complete your plan review as follows: 1. Wheelstops will be required along periphery of lot to prevent cars from overhang onto adjacent property. Fence does not suffice. I have (P'‘ indicated the requirement on plans. Revised plans will not be required. . Loading space should not interfere with circulation on the site. Current location would prevent passage along west side of proposed building. Sincerely, Linn/eve-wild-halo A01 L Moira Bradshaw /wb kLHn1Lt�\: 4 r',L`• 77,,,,, TO:7 1(I 1 FROM /N' oll 4' 8k /i 1 /4G..(., ) ` . DATE; ,! 9/8 r SUBJECT: '� / G' A G' - (LOU . It.16 7- i 7 -- ) G' 'C.. 7dy) . (UrL.L: ge•` �,' 1 /i1G`L� �J LvnJ t' )? /P# ../. 61 6Dr 7Z) r� > c , r=leo c% 61-41-4 o m r )1,e()7'"/: r ly. Ail/? .3i))4 ( , "' r 7 �t "V A/L)k4 x'51 i0 I_ W6- 6r07 6 . .144) ) >f /6t /776W JOHN; ANDERSON AND ASSOCIATES PS, INC. November27, 1985 Mahan & Smith, Inc. 4411 forth Ave Bldg ,Seattle, Wash. 98101 :Attn :..Maureen T. Salsbury Reguarding: Plan Review 85-T -18 (Silver Cloud) Dear Maureen, We have received your letter of Nov. 21,1985 and have reviewed it. We have made some clarifications to the plans which we hope will be of help;"ln addition to the following list we have highlighted the plans to help locate the appropiate places. 7) Structural 1) See sheet #3 2) See general notes sheet#2 and details 1/9,2/9, 63/9, One and one half inch clear to the stirrups will produce two inches clear to the #7 bars. 3) See sheet b6, Lower right corner framing is typical at all four corners of the building. 4) See general notes, sheet #2. This Information is to be provided by the truss manufacturer In the form of shop drawings, if so desired we will provide you with a copy when this is avaible, See detail 11/9 Roof diaphragm forces are transfered to perpendicular shear wail via truss bracing units as referenced on sheet#6 and detailed on 6/9. Parallel shear walls receive forces via trusses above the wall and attached to the wall with clips as detailed in 4/9. Also see sheets #4 6 #6. See sheet #10 8) Blocking has been provided between floor Joists, see details 8/9 69/9 & building section on sheet #8. Ordinance 1) See note sheet #2 2) See note sheet #2 and sheets /14 6 #6 for attic draft stop location. Regulations for Barrier Free Facilities 1) See sheet 1 #1 2) See sheet #1 3) See notes sheet #5 and door sizes on lower floor plan sheet# 5. t0820 NI. 8th • Betlavue. WishingIan 85004 • 101 454.3011 November 27,1985 Mahan & Smith, Inc. Re: Plan review 85 -T -18 Page two Washington State Energy Code 1) See note sheet #2 ,Please call if you have any questions. We" are anxious to obtain permit so construction can begin, any help you can give in expediting this will be appreciated. Sincerely 1 / (kC'I �) (',(. Ron Healey ` John Anderson & Asso sates cc: Tom Hill, City 'of Tukwila Jim Weymouth, Owner Mahan &Smith,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 November 21, 1985 John Anderson And Associates 10620 N.E. 8th Bellevue, Washington 98004 Regarding: ``Pl`an? Review Dear Mr. Anderson, oudt gtei) We have received plans and calculations for the proposed 'motel and have reviewed it 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. Indicate second floor framing on plans. 2. Minimum reinforcement cover on weather face for No. 6 through 18 bars is 2" per UBC 2607(h) B. 3. Provide complete roof framing plans, i.e. framing members beyond the extent of jack trusses. 4. Provide details and information of jack truss, girder truss and hip master, i.e. manufacturer, typical connections, profile etc. 5. Provide truss to post connection... 6. Provide details of truss connection to shear walls both parallel and perpendicular to trusses. Verify that shear walls are capable of transferring shear forces from the roof diaphragm. 7. Indicate stair rise on drawings. Provide handgrip details, refer UBC 3306 (j). Verify that handrail extends 6" beyond top and bottom run. 8. Verify that 2x12 floor joists is sufficient for transferring shear forces (i.e. provide blocking for lateral stability) . Ordinance 1. Specify approved fire alarm system and smoke detectors per Section.1202(b). 2. Verify that attic space is sprinklered and provide draft stops per Section 2516(f) Biii %NoveMber:21, 1985 f' John.Anderson & Associates Re: Plan Review 85 -T -18 Page two . Regulations for Barrier Free Facilities 1. Provide details and location of curb cuts. 2. Provide minimum size for handicap parking spaces. 3. Detail door threshhold, provide door width, window and door hardware schedule for Barrier Free units, refer Section 5501(3)' through (8). Maureen . Salsbury cc: Tom Hill City of Tukwila 6230 Southcenter Boulevard Tukwila, Washington .98188 value) calculations. Washington State Energy Code 1. Provide OTTV•(overal thermal transfer Please call if you have any questions. Sincerely, MAHAN & SMITH 011 Mahan &Smith,Inc. City of Tukwila Fire Department Building Official City of Tukwila Control X85 -333 Dear Sir: Gary VanDusen Mayor Hubert H. Crawley Fire Chief November 19, 1986 Re: Silver Cloud (48 Units) - 13060 - 48th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment 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) Extinguishers 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 ft. 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) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Local UL Central Station Supervision is required per UFC 10.310. 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (208) 575 -4404 City of Tukwila Fire Department Page number Yours trul Gary VanDusen Mayor Hubert H. Crawley Fire Chief 4. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance *1141) 5. Fire hydrants are required as detailed in City Ordinance *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) 6. 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) 7. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 8. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the gain entry door. Numbers shall contrast with their background. (UFC 10.208) 9. Fire lane designation required per City Ordinance *1110 and Uniform Fire Code Section 10.207. The Tukwila Fire Prevention Bureau cc: T.F.D. File slj City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 DATE` ` V O � ' , 6 {1 \ TIO \ N JOB NO. 7 1 O0-7 ATTEN N ot rz.p., RE3 1L LW Mg. C1 --COO TO VN 1.0 k (....A Pr...re,rim t1 t.t1,, 1985 ; t -, . , :: Ti. %,,.' LA TO 'ANN 'ANDERSON AND ASSOCIATES PS. INC. aI © } aL - F©~ � 0 10820 N.E. 8th • Bellevue. Washington 98004 • 12061 454.3096 C A - t . - 1" c) 14.3t 6 2M S .0T D "fi'L11�, ( Wl ° tB \8$ WE ARE SENDING YOU Attached 0 Under separate` cover via ' _ '\the'fo ❑ Shop drawings ❑ Copy of letter COPY TO R1E1171_.3 ©IF`012,COS Prints ❑ Plans ❑ Change order ❑ SIG ❑ Samples If enclosures are not as noted, kindly notify us at once. ❑ Specifications COPIES DATE _NW 12. NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1►Ace.Kli Ca iTA s T ft. f S r-w_Nc - LA tl- rr C — f'1za, • ((1 ('J '� , SAVE 4- O� -Jt-! V/1-VEtr -L, `6TC:f C , t4 7A1_ 1C~6d c j ' A R - K - - 1 A 4 - , C. i t , 1 7 , L,A•k1 SC AP 1146 S ' KkRT ( F, 'Att�t�tG, , PI A VNIr G OFFT. g Item`s:; ._._. ti._ • '41 - sq. ft. I J 1st Fl. sq. ft. I r i 2nd Fl. f sq. ft. I other f sq. ft. I oti ,S ,. Total Valuation of Coestrecti - Bldg. Permit Fee Receipt Plan Check Fee Receipt Demolition Receipt Surcharges Receipt Other Receipt °� r Other fReCiipt ITZ TOTAL Describe CITY OF TUKWILA( Building Divisio); 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 work to be done 4c(60' u a/ Site Address /30.S - 11 S f a Suite # Tenant Assessors Account # - 06060 / Valuation of Construction ISO ao d Building Use /i(°( Type of Construction f Occ. Group Grading: Fill v cubic yards Address ,23 BUILDING PERMIT APPLICATION (Please Print) Address /O6,2 Contractor r Address p Q lGor�Sr Rnd oo .V .. 4.9a I HEREBY CERTIFY THAT AND CORRECT. Applicant /Authorized Agent (signature) (print name) Contact Person (please Print) (8/85) CA 4 / t 4 1' i/ 4f/ 00 C.• (O Gee/ i 11 4 ( Cut S cubic yards Property Owner ,.70 k n 4 4 t ts:e --r4 "C6 Address /,x"00 5 7 t /9ur(, ..5;u7 Ter kc t /Q Applicant ,, /apucis- 1 P71 , edati 11c' X /uPv awl */ Phone fa 4a6 - 91. //PS 7 lee% Ai' e7 d l+� R�FV Architect /Engineer ?ei ‘h�-c /F�1c •c 43/06( < /�,^ Phone e 'L L. f P �/P //a (a Phone License #CNNgLZC /1/4C3 E9 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE frce e,5 RECEIVED CITY OF y'UIC4VII A N 011 5 1985 MEWING DEPT: iiieykttv ? Control # 85"333 Valuation 5 OoD Plan Check Fee q3/,(,} Receipt # # YZ. - /2 53 . Zip ?g /Kg # 96e-L5 • zip 7Pe a # '-15L( - 36P� Zip 9' 2 } - ' 2 776 76010 Phone # �6g -SfSf Zip ?0S2_ Date //- Phone # 96 g-- £T I PROGRESS PRINT 1 ISSUE DATE 1 1 3 1 •111•1•••=1,. -40111•1111•11•10•11=••••1116, NHL. 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M I mare". •2 L.INIT MOTEL. l20 I 2r) TLL 12 20 7 27 I 5 NP e 4 E5LPG 42: 2 5Thl NJ hien 43 3 32 ri F. N r 1 1 Wr _PI (H J$5 ! DEPT. 10 x 2. 2. , ocx2 A Ai OVO 42591 5:?. FT 9 2.04 1(.0 100 eq, NO 21 SS CLAtiFICATIGIN rap> a.ITT ce Na( r2. 85 fr 1 e, Lokowv 'ef AC.e. - -• • A , • • •• • 4 . CI' A.■••••• • • • 'OGRESS Ors Ii3SLIE DATE Nan' H (oi 7 cc hEf 5- TH rLi 201 IMO ••111 f#4 COPYRIGHT 0 19eX.) JOHN ARDERSON AND ASSOCIATES P.S., INC. kJ HEEL, STOP _ Loc, - Tv pheytk,11 . 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LANF" f'15Q1.1117 MOYIDev Ntirif5et OF 5rohit5 - rot c7 .Gt'TPLCflON NUr(Off Qf Gut5T hf1:4•15 b1 rf Daie,L.t5 ALLC)1 (6-1 /Tyre_ bAsi c 2 'TO opeN 5PAct... rhON Ir& e Phor■rt Date Permit No M- fricrTEL Me2TEL. 12.0 12_5 20 7 27 1 5 hMAIL) 42: 2 14 (N-1) 48 32. v-INFN) ALT uA FLCCh 5r_o2l2 rizor; owca.lotN 6 itALCOs e..5) TOTA FILE COPY I understand that the Pkr. 7.1 are subject to errors and nrr plans does not authrx; • adopted code or Cr: - copy of approva: a WEN bl.Pe, FULLY 5 rhiNhLerlt.i., aC CO CA CC CITY OF TUKWILA APPROVED DEC 1 3 985 • 4s-NO 72 UNIM 120 uNi IQ 500 Z '2. 1,000 A 2 000 N.l (4059 5 q , FT 9 2044 14.0100 /2- - / 3 - 46, c PLAN REVIEW MR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY_S_".-222.z... SUBJECT TO INTE OF THE GOVERNING AUTHO.RI FY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN ti.1.2, BY _ka_c_ DA FE OUT 2-• 1 2- MAHAN & SAUK INC. Na N' 12. 85 ANPPCO NNW...el:7M A L.0 -_, Coy.. Lt.f ,), -r: • E., (1^ . ;,_ i LW ).— G. .-- - , "63 •±•• C. C a a L., , * 3-.-- , ..4— • • CND 1=1 • -•• •••!— I. 11 • C:* ••••••• 1-- I • I PROGRESS pRINT ISSUE DATE • • • GENERAL NOTES CODE: UNIFORM BUILDING CODE, 1982 EDITION) LIVE LOADS ROOF 25 PSF FLOOR 40 PSF CORRIDOR 100 PSF BASIC WIND SPEED 80 MPH, EXPOSURE B SEISMIC ZONE 3 FOUNDATION ST U 'IRA DESIGN FOR BUILDING FOUNDATIONS Cgl4PLY WITH THE SITE GEOTECHNICAL STUDY PREPARED BY IRVIN A. COOPER, DATED SEPTEMBER 5, 1985. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. CONCRETE f'c 2500 PSI FOR GRADE BEAMS a f'c • 3000 PSI FOR ALL OTHER CONCRETE ULTIMATE STRENGTH DESFtN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318 -83. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WIN 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS' FREE SURFACE WATER. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCH. DRAWINGS. WATER CURING SHALL BE USED. ALL CONCRII,'TE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED 4 - 69; BY VOLUME. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 40 (Fy = 40,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, D' -7" MINIMUM UNLESS OTHERWISE NOTED, CORNER BARS (i'•7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE _ I -I /L INCHES D ICZNIT 4 40 *JD LAP s - INTERIOR FACE 3/4 INCH MISCELLANEOUS STEEL AND BOLTS MISCELLANEOUS 11511 - AND BOLTS SHALL CONFORM TO ASTM A36 (F5;• 36,000 PSI). WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY CERTIFIED WELDERS - USE FRE:n E70 ELECTRODES. TRUSSES TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED ENGINEER TO ENGINEER OF RECORD FOR REVIEW. CALCULATIONS TO INCLUDE TRUSS END BEARING AND WIND UPLIFT, TRUSS MANUFACTURER TO VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. TRUSS MANUFACTURER SHALL PROVIDE BRIDGING AND BLOCKING AS REQUIRED. TRUSS PLATES TO BE ICBO APPROVED. TIMBER DNLESS NOTED OTHERWISE, ALL STRUCTURAL TIMBER SHALL BE: STUDS, JOISTS AND RAFTERS (REPETITIVE MEMBERS) Hem -Fir #2 Fb d 1150 PSI Fv - 75 PSI E • 1,400,000 PSI BEAMS, HEADERS, PLATES AND OTHER MISCELLANEOUS LUMBER Douglas -Fir #2 Fb = 1250 PSI Fv • 95 PSI E • 1,700,000 PSI ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES POR WESTERN LUMBER" - 1979 EDITION, BOLT•HEADS AND HUTS BEARING AGAINST WOOD SHALL SE PROVIDED WITH STANDARD CUT ' WASHERS. 41. ,kDOD IN CONTACT WITH CONCRETE, OR EARTH SHALL BE TREATED. ALL NAILS AREE "COMMON ". MINIMUM NAILING PER UBC TABLE 25 -Q. PLYWOOD ROOF }ItATHING - 1/2" CDX; UBC IDENTIFICATION INDEX 32/16. FLOOR SHEATHING - APA RATED 3/4" PLYWOOD: UBC IDENTIFICATION INDEX 48/24, SHEAR WALL SHEATHING - 5/8" GYPSUM WALLBOARD AND 1/2" GYPSUM SHEATHING BOARD. TIMBER PILES ALL PILES SHALL BE TREATED TIMBER PILES, CREOSOTE OR CHEMICAL SALTS, CLASS "B" (5" TIP DIAMETER), POWER DRIVEN TO A DEPTH OF 30'.(PLUS OR MINUS 5') INTO VERY DENSE STRATA FOR A SUPPORT VALUE OF 15 TONS EACH. ALL PILES SHALL BE CENTERED ON GRADE BEAMS TYPICAL UNO *. MAXIMUM'g(SACIGNMENT FOR PILES SHALL BE 4" IN ALL DIRECTIONS. 'UNLESS NOTED OTHERWiSC. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS 3uPTI ONE SET OF PRINTS AND ONE SET OF SEPIAS FOR REVIEW PRIOR TO FABRICATION FOR: REINFORCING STEEL, MISCELLANEOUS STEEL, AND TRUSSES. INSPECTJONS INS'ECTIONS ARE•TO BE, PER UBC SECTION 305 and 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED (PRIOR TO STARTING CONSTRUCTION) BY THE BUILDING DEPARTMENT AND THE ENGINEER. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. CERTIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, AND GRADE. PLYWOOD NOTIFY BUILDING DEPARTMENT AND ENGINEER FOR INSPECTION 24 HOURS DIAPHRAGMS: PRIOR TO COVERING. FOUNDATION: INSPECT FOOTING AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. PILING DRIVING SHALL BE MONITORED AT ALL TIMES BY A QUALIFIED SOILS ENGINEER. NOTE TO MECHANICAL AND ELECTRICAL TRADES: VERI WE G AND OtATION R ROOF T PI(PE QUIPMENT PRIOR TO CONSTRUCTION. COPYRIGHT 96t JOHN ANDERSON AND ASSOGiATES P , INC. �.�__.;�... 5. .5.. k Na1E$: Pat:4444ers: ova ( '0110 hie sOratott0tUtoy * t) . rsll+4 1> tv+o # 1 i re. g> #s i toss ; 1,y _ i M An. r Ihpor . •Rd ft #00 tdb► 1%r ttb 1 t - ' � " : Irk #1314116tam NOM - 0.11 wit **Pc oft .s 014re , Ie tIta 1414, IA004400 0 ' 0r41 A9Pt ,.` F1 � , $� ShOWO milts Ois Dam ,a c''S• +t finish to s height 0. 4' 11 drain,, This - 410101 -.t • 114 1 01s 1l.4 ov'sr teeter= #et+f(.lit i . Riser i'd. . Efoch 0 A 0 400t404 sI*I1 4s Is, emperete oist s s veg. skirt 1t" ho ,� wit to , i�.xlre»��ass�. �s:vsar ,a ra ed fr. a" okhDr'Jolst 1pe5e0. ' Walat ilosele *hail' be Mnste7 i in a *peel et least 31) aide. ' • Appl y.$ *uLo .ti . fire iatfnpuisling is required. System is to'bm d4s4n d Iiy ;She . 11051 30e. 1t sprinkler piens f1or approver!. Lantire b041144, ; 1 igtldp I Indpd - t sb rinttl - Sprinkler. oys ;Aor kilt. a 4tcl i t s. L e t t t► ;n s#�r, � �di r�,�. 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IQLQII 3 5. 2 u I- 1 j 24 - 3 el 24 -9 ^1 U eQ. • k ft SIM a - 1"1 M b Mt- err PICAi_.) J 0 4 J d r T. • . :* ....• . . 1. • . .......—.... • 1 • 14/4') -161 Ir.... .... I _I.. , , • - ;i- - ' • • I- COPYRIGHT 1955 JOHN ANDERSON AND ASSOCKIES PS, INC. VeNT cONC th 2e oretiNG TYPCAL. eChe.r.4-4 TypIc..p.L. 4- ucC., eiticH END 11-111..1M) 'Tr) MT/ANIL 3/1 • ••••••■••' ••••• • utsick.st • • . • t • an. 4/4.40 • • +••• ••••••• •••••• ••••••• •••••■•••• •••••• ••••••• I ...aro a.m.. • •1 HALF., ■ ,11.10.1110.0.1411•1111 . CM ti 11 , 9 1' " 14kUs • • 444.0 wont. 40 ow .4 ....a ow ow4.4,1 0.44411•44 444.•■• ■••••• On • • ••••••••••••■••••••... 4.4.44...11041 • ••••"" """' •""' •"• .:...•..rr— • • ••1=.•••••='.••:. .==.'••••=...—•""`" 1-OWISa) P PLAri Dime..8stotste) lv roce. op eruo ut.usee, an-itthwtee Nore.r=i 1•1#4..L... fit )A411h10 biktivoi latte.useTb (Nu. • ■•• • q moors. m.o.. 44 .41. 4 .4.411.41 mt.for WT p.,%TeINC4L) fr4 5x4 3TUPes A.LIGN 141 Jere'. AbSft WITH guairrti exTrylots' 1.4P4.4.. 1)4 6 ‘24No.c. tNichloh WALING NA4.1...5 10 Uc 2. i<• 14.1Gt4 iiVe• Atove... fLUHDIN6 idaLle• , (2)2eb eiruCe)(4 VO4.. ON Q.A1 banal RAM:a ALL OTHEI vo4.1..5 2.$4 an..ipek O. 2/00.c. Sae et le ., e:r 1 TVPICAL. uNa YOUT Heikt*P••• emee wosloole4 . 4)k DC17Pi 4x CatiCah 4)18 1L.b 4a12 v-fe,041 ,k4M5 eiONtki emAvei, • • rOurtl oVhNetv5 • ■•••.. •••• •••• ••••• ••••••• • • r>fx.11:•Ua bt.111 • • C1 NtENE.F-_1 fi r •trr oret-tinkiy 4 him JOIvie .2) JO!Vieb 51'"C.MA UNCeFil tAc,-)-1 1**YrKAL e DeT..s/9 • • .atiltakftat442abovaigoleamasaitommai;opkoio ;/.- • ; ":3' " ESS. i s DATE 'COPYRIGHT :••••"" , • •••••••=3•1••■•••Illt 19 JOHN ANDERSON AND ASSOCINES RS, Ka ^ 41.06.11. TeilVep10 A.U64-,4 . - THEaM.. 14-4.1.5 1 1' 24- '-• 170461-. • 511 12 2 . . 0 11 4 = •••••..11"....■••••,....•••••••••.., • • • )11 tMrif=itilwiiff11111111111111iNt . !!!!)91! 1 . .... 9 1 11 1 131 15 - 1 • i 1 153'-0" 1° I'S • 7 n ITILAW A•LIGN 14/1.14th. eHeotql H04.1.5 at-i424414 tHAPP..s> 1 C.\ • —4 1 • SIN614-e • 411111111111111%*(111111M111111111111111511MMIIIIIMIk 1 oh • t5A4.4. MG DP VTOP .1..155 i #41e4.4 diopE.427 r1.064 PLAN N OTS ' ALL CIMMNIQ14,4:5 tvri ernic:› uNiLees5 omfaaNwme. NOMP ,5ez mai* E roh T"tricAL UNiT LAYOUT NALL- rhktioNicv: SA4 enJI)e. 2.4- M-IGN extENCS P4/4.1..S• MUCt3 IMISLIefit) teet0 • ' Heace" etze.: 12. 47. CONN 001*1 44k co CO/-1124...a 2. 4 Poe-114.a • •11111111■111111111 T izzlitur mum IMO • ••• 1 it4A „ha - 117- r s11-161-e. SING1-S. [ e--cvseCet) Above. 6ING1.0. •.••••••■•• 12! m o'l 511.1GLA p5AL-c4 la' -a" 111111t46 T T 4L0' , 7 4 t 0, ' 1 • a ArD SING•LA. 12 'rno" 1 61144 • 5r1. 60 1 11111111111 • ly tat low 1:36x1eILE. •• 19 104 4.I.L.S -r ;,;„ ' z.vr 7.14re.: .••• • 1-tt•tr•It • 'vs; . • •....14 • 51HG1-0. SING4A f.C.vihorit,11) Atoye.TN I 1Acco" • 0061151-m 15 HALL. 2. 1 40 1 7teg 24 - rote, GafFa t)044Sima 11 5 tr • 1 , ...7..r. 4!i.. 1, , • 1 ; . •; • : . 1 1 • , • ..,..-••••-y a 411111 P.■•■■ • •■,.1.11.111t " .ktusizukivratismiasialli REGISTERED 1 JOHN. S G 12081 450096 0:1:4444:4eASWNGTON 4 ;z:•,.;;; . , . - • - -••• • • • . ' 41=M4•1111 SILvE-P2, c.4,620.7? • Nerom..,_ 17-1KWILLA, WASH. 1•441111., : , - ; ;••-; IP 44MMIMMumor. 1r t`° { • 0 .::�,.v rte : li ° & - ;�✓+ +ra s. "r �� 0 4 • ' Un r th Ca.ow MOTEL 1 - 6 1 LA wAS14, ate/ . — r . .i7Mfildtl AA4JWl1NNM �Ya� i�v.. �r_�r l Li rl D. _� r J J Z DATE Aadv., 141 +$5 oc'r • t 85 • JOHN ANDERSON AND ASSOCIATES PS, INC. TL '° GaG3C��17 10620 N.E. 8th 9 Oslhpvue... Washing km 90004 4. 1 1 1 • PROGRESS PRINT Iftati DATE MM. • • • .+' • toor - rhLitzt.-ome, Pet PLAN rrOYIDe. bhAG1r.; Pet) rim Neoulf ■■■■■■••••■•■••■ o 2AI/11ot' 0111. eru1)5 a - lainteToP volt, id INce--A*TION 411111 ftlit le ...• s 17 r - 2" OVUM" iHeAJLATION t 'IS IL TYPt..`x l G APPLIEP a. PAQA-ri ANC,Le. It; cHA.NNelz. H/ 1' TM, cf.rrwAu.. echr.p-4 a 1-4Au.. 60. ENO JOIN, M101"r be CONT1NCLY6 c.HA4414 CL5 KITAcs-t ED 79 #.00ITIONAL ry-e. 1. t•iAX AJJG1.2.- TO (Mel kJ/ <doci �r' c...}-4 2.4 do,c, cHANNP-L 1 54 1 ' LONC0 V.1/5CP-P....143 12 NIL IVLACN, 0.0erd , 1 /4 4 Hekr), J/2 G"*PP, C717. DhANP OM) hmcuiher) ht CI-4,t4.4. ePACC C , . 0.C. • C 1...A`YEPI,, 6 /8 1 TYPE • x GTr. h to L.4 ATT/.4.ED 1 1 Yat rif E. N4 MY HALL. whew.), achaf'ac, F LA *WI 7 4t, 11 rift. 1 W 9 DI 12"0.C. J1 JOit•rre 4 iwithmeDIA .I.JrPCPira, 1 1 /2. 1 TYPt, 'G . 1:PhYv4,44.1... SCheli 9- bAGI OH MITHrth 510e. CP 'WM e..N2 001N*"5 a 12. APPLY , AT P)1611T ANCot.Z*10 surroPir A erti«va.rs JOIN 2All 1 1 [ 5 /4 1I 11714000 (iNoe." - NM loci c a a PAN et- BO6ED :I 10 IN rICLI7 -- 4 MIL POLIItTHYLI:NE. 212 rut, j e,re, r vs' PP)411"ICLe, (50/..t+0 0Yep-, V4 ftylAlacT) (iNtm>k .52/14) 1041. C 0 e.p&me. I0 IN MELD - Illir 01;i11111 1 1 Ixot pLA•ree. LAr 9PLIce.5 1? MIN. vole," l )c l GYP 150. 2).4 15TU( C24" 0.c. f4.11 INELJLATION 14/ VtINPOh 15APINIP-P1 - 1%2 11 LIT WEIGHT (2:4,4 grip e 'x' G-Tr. to, INeULATION 7„. - ••■••10.01.1111114.0 I II 3 COPYRk3HT 19N5 JOHN ANDEASON AND ASSOCIATES RS, 141C. • o 1 • 4 .....1 •••LifIl•1111110•111111•11MMOMINIIIMI•1111111111••••011:10•111••181 AIN•1111•IMMINOMPIMINISIMENINIMW hooF ve.Ni VENT ArItA rah f VF-NTe Kea) e49. IN.' miN . - • • • • 41 • 0 • 1111 • 11111111 •111.111111•11•101111.1 cy pni lilt It I 1 1 in !I! i I III mi HMI M !!! IMI! • 9 1 I 1 15 '44;4 4 _ 51MMETCAL. /2. CC INcni..-.)( 62 rys io 3 (0 II4.4a- i'2" PIC.4-17 nf MIL- POLXMr-IYI-eNt WAX" WINE?) CA/a/ rA4e, tfLice I2.s MIN. • .4• f;e:rAtIPAI.IT /co miNc.hAL &JhPpce APHAL.T alit LAID • e.C7 THAT THe.fre- ArIM 'THAN -T WO - TrfiGhts t.T.1- AT PO TOTAL- Ne..if4T Cr' NOT T HAN 43/5 , 15 rirt.1.7 • IK5u brpFLa VENT b1.4.X.V- 10 N.IN. MIN VENT AMA Pah tpLCC.1 Mt SLITth - rAeciA carr SChEE.Ne.p vEkIT hiMbtkiN .r1_,Y1;109C) &FIT 14/ >. I Vai txrte eE.0 2.s4 CAP 5w&0 ChAIN 12.>.(..44 • 2.1k2 feaAL.U're.P-e c e o. c. . • filAc1-11Ne 2.Cp GALy, (2) Q, - 2).12. rik5CIA - 9 . LIE r NI rLywctx 5cFp.IT 14/ IY 2 tAITt3 a *m.t-15 NOTCH ritrop ( JOIVreo 1 11 TArt.P - 1 . 1. 1 4.TO PhAIN .. ..... Y2 Gfr. 8HEATHIN6 - e rmL.T 51ONC0 rUsa-11 • • - CLJT Dir,Nt cA4' NINLX.34 SLL HMI&TH - - e VENIMPI wpalf he,5157A-NT 2 7. x te, HOPIIZONTLT 2 Mix. • -. 5PAct. - VIEW t4011 a2 40.C _ . FLAeH N 4 - a‘Atikiddegrd44..s - 4 c.cNc kIALY-k at_cfr_. chi\• v; 0 - rort••••••••• 1 1 1 1 ROOKS° , PONT OSVE DATE &tic) *1 ecmfriAN - bmpedo COPYRIGHT 19•55 JOHN AKERSON AND AMU/WES P.S., TYPKAL. ts.INI-t, UNIT UNIT orIO I PrIP) 5) 5 COI-LIMN eTIT TincAL uFr fl_00h r eckLe. WINI301 co040 (5u9e.t-R7, 2:47243b - TYPICAL fx2LIbLe. UNIT , 20 miNi 4K12. Drh H1X-• 1 4kollt;f1 -- 1 - • 10 Pelf-) 1 t5MCOI0 c WALL • J 5 NG UNIT •4. ccubuz UN IT li■Je<rfP)) 4x12 DPIPi Hpfi 241_ 4 . 11 4)•Coll4PP) (o! S 10 ,5 1 , 1 11. 4 1 C4.)2.r NALL-5 czI 22 - TV? banori _ PLATE. DiWT eTar. YOV 10 iO4, ^.===1;# # J I u Co-0 fr Ur-41T sop Cm nnItin unit11 - • 1 - briC4`1 /(•) F 2 : 17 iW NC:' rf) •■•••%!c•••••••• •••••■••■• e"t, CC ( ••• 4 • • _ 4 10 -6 d 111./MINMILI rrria LoHtia rtoor--) I ALL. kilt4001045 4,040 N.10ePe Cu/s4._ GLAZac, . r 1 hffikietreiuri woe') rhm. UNfl' . a -1}4?-tem(2L-Pick,teezr ria2ple-i4111-LetiP)tti.:e.H°rOUADem4N104A4Vba". - LA Rowe. LeleF,..11 i'41,11C.44 perltiir opehATION bY le4hivT ofs Phe.5t)UPNA p.C.TK2N le Cr:Nf11.N 4e.. tWiNci_e sw.4.1.. De_ y.010412 INCHf...5 AtOYM K.COP1' .1:1Xt`l Pt;c7P-1 • wit4x.m 1-4/ 01-4Au- HAYC, "tira crehAti.e. Ahm or) 5HoLLUE.P 1--4A4401-riy' Aram, At.4 UN Oe.feCTP)LiC:TC-17 1 tse. ebb.eA..e. 'prom A roit47 7 0-46 i Atcrye- rtx • Li6HTI N.Je 1N-4 ez tiQhm 4 45 AeOser.. coNYLINItNic.t.. OLITLW:5 NOT Leg* THAN 115s AWN/ F-L490?-1 'h MA4•le-el FULLS siO•LL Ti 10 QPEV¼TE V411-40in GiVb•ET11•*.. i g 4 A - 1 4 1) 4A5 Hph . botsei I Grob i -Co \ 4ke Hr 1:141e, ..._.....-) (1 4d'e °NI. -::.,..,...a.....zt N ..,•,.--r... 1.1:. i 7 1 d 4 c "Ci•L ..sww • :mom_ 11111111111111111111 MINI11.1111111111111. Illrampapp 'SINN " 4 p• P IGAL UNIT 14 C. UNI )412. Trricis4._ 511■19Le, UN IT WC. UNIT x gp 11 ori '1 V.7..........1111111111111111111111111111111111.1. • MIN o r • • tO I • I . • 6. ••. • 14 / 1 4.1... TYPICA1-. DCUbt-t. UWIT a 2e ctzei m "we r crif. - .) AC, URIT 4PZ H ••• IIII■••■••••••■■■•■•••■ H • • I II . - TsrP, SO - rfriCAL 15 FhEe. UN rr -r" \N\ N 4xEN 1-47#1 • AG UNIT , TtiPkwq-wt 0-4 2.,s1'2.. "0'4 [51.71rOM PLAT C... CNAT MCP you. a io'04, '142. HON 41,-00 GU- cATs ( 2-Hertil9h 14/9111 P.4 HI-12)0-2 CACH • • 1 1 -01 1 12. 0 ji • : • , Watat f•-lo.;*tr•.:. 74 by PtowttBif With tht top of the seat ...14 -to 18 46044.4. firitsi* fioer• 'Tim* 1 ,Orii f , 4 !stoma' five tbe - eontol Stit i•tp of 4t�; th at ree4,, d efot ob!tryttip_,q.' Incit4109 grOk' bilik',':,.‘thillt imi not •.*** p - *NIO:-:) . -:. cm*, ihie end 36; laehee the pier . iftliiC - .'; ' . : : - - .'• • : - - ..' • . : . ;-... .,... • , ,, ; ' • . .,:: ,... Gratis bars at one 04;4_ anit ot . 13* back,ef..the,10*ter eiCoset 32• iftahes abolie - tad oaritalel to the floor, :Otab burn. 44. the ildiLihatl long ,titth the front god positioned noS .lesc thon •11, IncheP in front �f tts ' . cloStet tilt*. bare .4 beak Shaft ho nor 'PO theft 24 ineheb lon,g moussted 14ot *ire them $ Inehes'.behincl'tbb seef4. Srria1Vbfril - Shiiti , dimwit. of nett lees OM 14 inebei nor' oefek theit'lkrit - ine4s 'end: e , er if r it .... a 410,ronga of 1- traehea bet,Woon, the greb ior end the wall',.': .1. - P?: . ' ._ , .-- capable ‘t sapporsino it 300 pound 110•Sioed wlihout Peremont '. ...'r • The levatort Ant 1 hive . a rill %eight- o.E feehes to 3 vivaOhae- 00 itiP.,i'l 4 114 4 ' , 29 Pooh eirkieue cfneeene. from the _bottom iii% the spree tO the., floor. 14040 - .shelf , tiO '1_OVO t 4 . ' *0 norOr than - 17 lichee fro* the front; 41448' of f • :'...., T•1* or counter, . ,., ' . ' ,,,... • Exposed drain pipes and .hot toter pipes under a lavatory sisal I be recessed 'filsainted ,..- - --.,.. . .'" or guarded to prevept contact). " . . . .. The Ofrror shall be Installed so that the bottom of the mirror. Is Within 4.0 rnches ' oi• the floor. Whern towel and other dispensers, and disposd fixtures are of each shall' be mounted so as not- toexamed 40 Inch*s above the Chinned- floor .; to anY rack, operating controls, receptacle or dispenser. . Bathtub shall have a portable, removable seat, 12 Inches wide, and shall be provided:: to rest on the tub rim et the sides of the tub. An unobstructed floor space,- at least. 30 inches wide and as long as the tub, shall abut the tub. Two 4i shall be Installed on the wall oppositn the unobstructed floor space , one end „Of which_shall terminate ;Pekes from the end of the tub opposite the d.rain One- grab bar shall be • installed on the wall at the end of the tub opposite the extending at least 12 Inches from the unobstructed floor space.. Grab Bars: All required grab bars shall be installed parallel to the flbar'.',.One grab bar shall be Installed on the wall at the end of the tub nearesi-the extending at least 24 inches from the unobstructed floor space. • Unobstructed floor space: A lavatory which complies With the requirements of te 51 (b) ma be Installed within the unobstructed floor space. The 30 In('I) dimension of t shall abuti an accessible route of IraVel or shall • Where one 'grab bar is required, it shall be installed at 33 to 36 Undies 0010-, the floor. Where two grab bars are required, the first shall be mounted at 33 te..36 • Inches above the floor, and the second shalt be mounted 9 inches above the tub.;tim, and high shell terminate not more than 12 inches from the wall nearest , tbe•Oein. Seat: Eve scat shell be capable of support ing a lye load of 300 poundvyiiiiiout permanent deflection. Removable lents *hail. be provided with slip-r4ristent mount I ng surfaces. Th4:opatter control Shen Oa, and f than '11, 1 0 ., 17 g-s;Pl 204 • be itnOtosr)Ayer timn, it4taiiO4 ben.oltrirt of, eat, %Ira dra;i14, haiotkramont.. tatiort !t' ; k • • t ;,i • ; • . • - t! ovi '44 t 111 - 4- MEM LaL PROJECT NO. • a 0 -4 1 'PROGRESS PRINT ISSUE DATE tfiCh YE12-1 rfref-1 1 tNa(v C.4 `)14:1e L 4 PE 01",A..1t-4 • 2)0NNE TO fOorrIV DIe<:.1-4J ).trvr W c4 4t 3e - r!hhUr o - ()*e co w - r. ) 5ffLTIeki IMP CD t. EsilT I 0. tr.SZT ION gm- 'Log IR •••mormouromurromosui COPYRIGHT © 1965 JOHN ANDERSON AND ASSOCIATES RS, INC. _ T-fr E. 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' & ceimut.u. ec htipt5 1 bID. f'-t 4O JOINM LCX..AMC) t 1 tc L4 `t' e:eme.EN c30 'fT1 NC.uel CNWN.F4 C.LP,..1 A'1"fP+CF� eh O ITIO1'4 rI LY..C`3 0P t -1A•Pl N Pll. 1 54 LONC0 NAC.NE.1N9 12' 0. C . h 3I L.i E.1 T Ck444.1t4eL• Q.4" O.c. c. N IGHT MOLE. TIC cJ0ItT3 N/ C•c cx. a NAIL-4 11/ LZ ewer) 6HJ 1M'i , 1/4 Wexo, 2/4101wr. bD, DP#%M : r:e hCcuiP> �lr ht�3lLlthl'f c1-0441•4`.1. le!'AC•L c id O.G. h•1 I INE JLATION rerrpe I x' c r?. • r P)CtF VENT TOTAL Vei•Cr /lihi..A For ALL !-.Qfr 2' n (313P' 'Y►. 'TI? 2o00 eq. IN. J1..I5T tekte2ve. �. THE.. I..EN/F1.c - TH THE INBUi_.AITION • • CNA hQOF VeNT' - "!'OTAL. PENT AF;eA r ALl. UP'lTh NQQr- VENTe C eq.IN. IN;,TALL Nt J N - >iIR&r . \ . 4 .!!I! 11 Ilflilfll IIIIIII±I MI . . . ...._........ .............________ • r-i � 1 •s.: 11IIII11'111 ;!! 1 ii 1 13; , 1 , 13 !!;i! 1lll�tii1.t1111flt1 (Mil!!! 1111�t1!! • • • 4 %' G r. TAr� F € e PANT I0c) e 4 .OA ;) 117f4G ooNc ION 1 /2 1 CCm f°1-11 eIfE.ATt4INco IND f 2 c 4; 111;► CJ. c.. 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DESCRIPTION TUK1WILA 5!LVCR CLOUD ! 9?+3 2- lb l '' AVE. 114 LYNJtivv OOt7 WA , 3Co REMARKS LIST OF MATERIALS JetT 1••44, e S WARNING: TRUSS TOP CHORD, BOTTOM CHORD, AND WEBS MUST BE LATERALLY & DIAGONALLY BRACED DURING ERECTION TO PREVENT INJURY AND /OR LOSS OF LIFE. SEE BWT '78 "BRACING OF WOOD TRUSSES" ATTACHED. SUGGESTED LIFTING /\ i •o OS UP Asoy, PROCID *I roe IP11NI LIES IMAM SPAN REMARKS N G� c.NvGR• -1, J( ., 2' $-To AaOV P rag SPANS MTwl6'I �. 3a -Cri bd d :.iNC9 MARK B.2. mAeg. a PSR VANS WM. fNA!i 6 C CONfult N:CToeT STORAGE: Trusses should be stored In stacks or bundles on level dunnage sticks away from mud or dirt. BRACING: See General Note • 13 on this sheet. and 'BRACING WOOD TRUSSES PAMPHLET DWI '76 attached. Purchase Order Shipping Date /Time: Crane: Yes. No . B.C. - BOTTOM CHORD B.O. -BY OTHERS BRG.- BEARING BLK.- BLOCKING Those drawings show our Interpretation of the principle plans 8 CUSTOMER specifications. They are submitted as check prints requiring review d Possible revision to details and /or dimensions. ONE COPY MUST BE RETURNED WITH SIGNATURE BEFORE FABRICATION OF MA7ERIALB APPROVAL CAN BEGIN. This signature Indicates purchasers full acceptance of I details shown and the product made in conformance to semi. Purchaser's Signature Of Acceptance: Date: ti +n q ron$ arise. please pall: p� ru`st., Representative:. .MILL (208) 833 -1060 r r`' 823 -1821 (Seattle Or Engineerksg /Dratting• JEFF L WS (208) 833 -•1060 m a__ 023-1821 (Seattle) �1J-- 3- IT: GATE: J L. 3- co - eto ABBREVIATIONS TRUSS -SPAN 3130 B ST NW 10340 N E. SOth AUBURN. WA. 90001 REDMOND. WA 90062 200. 033 - t060 200 - 006. 3101 Joe 577 Office Contact Of o: . Jobsite Supt: 1 „..?e Jobsite fice Phone Phone N Salesman: L.t_. N11 L.F. - LINEAL FEET O.C. -ON CENTER O.H. - OVERHANG PCT. -PLUMB CUT TAILS DRAWI4, MAR 139 rnwe r SILVER CLOUD MOTEL TLJPCWLL.A, SO.-SQUARE CUT TAILS T.C.-TOP CHORD T.8. -TRUSS -$PAN U.O.N. - UNLESS OTHERWISE NOTED • 111111111 111111111 " 111111111 111111111 m111111 111111111 111111111 111111111 iiiili111 1111III11 111111IIi 111111111 111111i ;... i sc, r• ' 1", . " ✓S„ 1.?s ^..: at+ :`.�3 n.v . $,:y >n g my I 1 i,l ii 15 111111111 1 THESE DRAWINGS ARE FOR USE BY TRUSS -SPAN CORPORATION ONLY. MANUFACTURING USE BY OTHERS 18 STRICTLY PROHIBITED. GENERAL NOTES 1. Truss- Span's engineering responsibility is only for the engineering of trusses and not any supporting structure or for loads other than Indicated on shop drawings. 2. Contractor to verify all dimensions and as noted herein. 3. When properly aligned, the vertical and horizontal alignment of each truss cannot be more than 1/2' out of a plumb and /or etraight Iins. 4. Contractor must Indicate size, weight, and locations of all mechanical units if present. 6. Do not permit cutting, drilling, nor damage of the chords and webs. 6. Do not make field repairs without written approval from Truss -Span. 7. Do not overload single or groups of trusses with plywood, roofing, tools, or other construction materials. 8. Only material In list of materials is to be supplied by Truss -Span. Installation is by others unless noted otherwise. a. Contractor Is to initial all clouded dimensions and areas noted 'VERIFY'. 10. These drawings reflect only that Information found on original architectural /structural drawings. All mechanical and /or electrical sizes and weights are to be indicated on returned approved blueprints If trusses are affected. 11. 'X' bracing and blocking may be trimmed to fit at Jobsite where minor dimensional differences occur. 12. Fabrication Inspections are periodically conducted in accordance with Section 26.1739 (a) of U.B.C. Standards at Truss -Span, Inc. factories listed below. 13. As trusses are set In place, the builder or emotion contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment, and in a safe condition until the permanent bracing, decking, and /or sheathing can be Installed. See TM "BRACING WOOD TRUSSES - COMMENTARY AND RECOMMENDATIONS' attached. 14. All hangers, ties, or anchors. If any, are to be nailed wherever nail holes exist. .99 TRUSS-SPAN ES:ZSZ= (1) el c.CANteA (R 1647 () I, c.oeNa, kuiPT) P, 0 ,T. (2) G-2 • SPAc.o.JG @ EJ 24' 4-" (a) SPACES 01 ; IV- 0" —4 I 6 " 2 Tt \ . (a) Ev A, , 4 J 2 LIOTE. TO CO\ITRACTOR Jeer "TRUSWS - 1" - c) i;zaa4R044 w/ ("S1 ICAts1 t.14 (2) (•.4 aPk: 1 4.4-41:) CI) - rt.4-5 czi-l. (1)4 ecogNicf.Fz. sar (L I () co I osN- (I) eC.ORK1 5ET 1 96 0 % 1-1 • ."•3•!./ .11 ((D5P- e 54.4GAR • SPACNG le?' HIP ROOF FRAMING FLAK] SCALE. 153 0 5IMPSON HHU $.115 -1491 1.4C7R W/ (ac,) A4 TO 6 4(& (34-) T-( N 104. 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AreitemtIMAIII .4146,Ua 00 Ise To zoo k4A1 1.. kJar roc Selig; exAma.g.t 4tA4 of.-i &W. aisitai. 00%444 (I) e' coFze.k se-T (L.P..40r) F 0 9 Nate Er u: 0 .s r e) v) II 43 4. 111 1 4,0 y ls# .rr• (-r ficz .soLv six We • ited • kah op.. 0) • • r " 1 O ab4.1 * P k i :** 0 •14 1 • • Lf • , 41■INOM.61•00.0101101•00•111•0■■••••0100. mirm• 46H 46A. wee 440*.• w • LP IDA -0-- 11111111111.11■11111111111100114 RIVISION 2x� Wi4 aR Pcx,T PiLe 4 - Cn171* Vc IA 4- WALE. 3'/42104r vo ip-te Tr+i S Mer►' 0k.) A •RUSS -SCAN A- <at1 RIVISION DESCRIPTION SILVER CLOUD MOTEL TIJKWI LA, �Mr CM "jjI ► ^", ► Ilmt r,,,,, l 111111111 Z 4 1 1111!11,! 111111111 1111!1111 tntlint Imhttt iminn ti 1111!!1!1 IItlf !lit tillli t • fz'"r. " a mater , •_ �__ __.. • • rt CM , ,�._ .�.. _�_,......�.:.. 17 } r'. 4 . 4. -.w� n ±•p, /p. .,. . r. p, 9 i,ksvul:titki. 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P vecies PIN nEffthaNC t t" JOHN ANDERS . AND A86O $ P . coup-it • wieN 1 144-} ' VI -IP%r :�!W CM �►ltl��ri ,....,r1-. ,jti'.a a ,Yt'gk •��C w,. :�lFr c.e. "Y'. „aWrs,..�bi �►r�Irnt Huhn, man► nnittit �iirl�tri tnritm tmhiii M11119 ttttlmt tlnlmt imhttt t !!!Iii !W Mttu1 M L }i *r r+r •r..r ,.• wr. ...r.rr • Q-6qe0 pa,e 49s Gr-NtrAL INMA'T"N { tea g e le {+ teQUIP t7 rfliv' c% c : i ° ` ¶r L:ch <P.* Hm-oicrivrty cOMr6 T $,4'.IGa calm cA ' go' x 1c4, h q:-.;ihE2 I YIPtP Qulhe I (4. f hONT PhOY'Pe);) I ,; I MONTp Numitich of- 't;tst 2 TYre y-1101: NNW) Of Gi-iteT Mac* PI-f) b rtita, 3 v1NE' ✓ 32 t 13 t t.P►,aGiNGr :A: A Q 4AbL . Os -I /T es , v -1 NP+) touNc. 2MOh FLU V NI'SL ) 61 11 OV°..NI N6e f ripe. `i t 444 8 l 'M e taguevw •fit” ethuc tUPM.. I oleels'r► .. 21 56 Cuktirir.ANN6 Itih OC1 triT'UNAA II a8 ikkocoent, roizzLIVO ctalsople PP