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HomeMy WebLinkAboutPermit 5267 - Gateway Corporate Center - New Building 7CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - I54? BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address PERMIT # 5t(p7 Control # 88 -079 (513) NEW CONSTRUCTION (OFFICE BUILDING) 1WI20 GATFWAY DR_ Suite # Tenant GATEWAY cf.PP0RATF NTER 0FFTCF Assessors Account # piASE 3 R(TIDTNG 7 KATSFR GATFWAY AcCGCTATFS Phone r__ (204_2.41:211/________ Zip 9 168 367 -9193 Zip 98111 :: • Contractor CSG CDRPQPATEION Address p,0. BOX 3397 FOR BUILDING PERMIT ONLY #221- ni- SSGC0 * *24Q1R Phone ,5 9` S Ft. Sq. Office Warehou/ Warehouse Retail Other, Occ. Load 1st F1.27---- 2nd F1. "3rd F1. Total _ Fire Protection Sprinklers [] Detectors Zoning )r) -/ Type of Construction -A,,/ Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. S other $ other $ Total Valuation of Construction Bldg. Permit Fee Receipt # ?2'? Plan Check Fee Receipt #2315 Demolition Receipt # Receipt #3 Q' Receipt #3;X/".< Receipt # Surcharges Other Other TOTAL $2,793,280 !—Z-426.00 $ 1 , 632.00 $ 3.50 $ 15.00 $ $11,776.50 FUR SIGN PERMIT ONLY 0 Permanent [] Temporary [( Single Face Building face (] Double Face [] Wall Mounted Free Standing Setbacks: Front Square Footage of each sign face Special Conditions Side Side [] Other Total square footage of sign Rear THIS PERMIT BECUMES NULL AND V010 ABAN00NEU FUR A PERIOD OF 180 DAYS I HEREBY CERTt GOVERNING T t VIOLATE .At Signed THAT I HAVE READ T PE '' ILL 1$ICE T 9' OV I :ION IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 OAYS, OR IF CONStRUCTIUN OR WORK I5 '>VSPENOED UR AT ANY TIME AFTER WORK IS COMMENCED. AND EXAMINED THIS OMPLIED WITH W OF ANY OT I her by affirm that I Contractor (signature) RLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES HER SPECIFIED HEREIN OR NOT. THE GRANTING QF A PERMIT DOE NOT PRESUME TU GIVE AUTHORITY TO CT T k PERF0/777E CONSTRUCTION. STATE LOCAL LAW REGULATING CONS Date LICENSED CONTRACTORS DECLARATION am licensed under provisions of the Business and Professions Code. and my license is in full force and effect. 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 offered for sale. l ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Oats Is not Intended Or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 'r4P9 BUILDING PERMIT Work to be done NEW CONSTRUCTION LOFFICE BUILDING) Suite # Asses Site Addressa -11 (ATFWAV Dg Building Use OFFTCF Property Owner KATSFR GATFWAV ASSfCTATFS Address Contractor Address PERMIT 0 Control 0 57 88 -079 (513) Tenant GATEWAY x2.2111 TF CENTER sors Account #► p ASE 3 RL!T� fTNG 7 Phone i� (2(16) 248 -7318 Zip 9R16R 357 -9'393 Zip 981'33 !tit 1 SSG CORPORATE LON X223 -n1- P.O. BOX 33978 SEATTLE_ WA FOR BUILDING PERMIT ONLY 1 SSGCO * *249J8 Phone S Ft. Sq. Tst F1 Office Storage/ warehouse Retail Other Occ. Load ,, _ 2nd F1. 3rd Fl. y o f7 ( e C, 11 60 Oh, )) 2-7 ' Total x Fire Protection: Sprinklers ❑ Detectors Zoning Th -/ Type of Construction_iL _ Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. S sq. ft. @ other S sq. ft. @ other S Total Valuation of Construction $p 791.,280 Bldg. Permit Fee Receipt # 32gc S 7,126.00 Plan Check Fee Receipt #2315 S 1632.00 Demolition Receipt 0 $ , Surcharges Receipt #3X),4 E 3.50 Other Receipt #.3L-x? S 15.00 Other Receipt 0 S TOTAL 511.,776.50 FUR SIGN PERMIT ONLY ['Permanent [] 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 BECuMES NULL AND V010 IF WORK ON CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR IORK IS '.uSPENOEO OR ABANDONtU FUR A PERIOD Of 180 OATS AT ANV TIME AFTER WORK IS COMMENCED. I HEREBY CERT l GOVERNING T ` V t VIOLATE Signed I her Contractor THAT I HAVE READ AND EXAMINED THIS T PE ' ILL OMPLIED WITH W MICE T OV I `ION OF ANY OT (CATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of LAWS ANU ORDINANCES R SPECIFIED HEREIN ON NOT. THE GRANTING A PERMIT DOE $ NOT PRESUME TU GIVE AuTNORITY r0 STATE � LOCAL LAY REGULATING CONS T Dace 7PERr/ CONSTRUCTION. LICENSED CONTRACTORS DECLARATION by affirm that 1 am licensed under provisions of the Business and Professions Code, and my license Is in full force and effect. (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. l ) 1, as owner of the property, M exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Weshlncton 981:8 (206) 433 -1849 Type of Inspectio Site Address /42 %Z© (7c054 4.Ao.7 2)G," Requestor Special Instructions r /Id / INSPECTION RECORD r •„ PERMIT # Date F/ .7// Date Wanted F/20", Project 6?-ore iS/ Phone # .m Inspection Results /Comments: Inspector • ✓-� Date `e ii/g7 1 n a p -eC ; o n r.e_c c) r d s o,r o -t-h.ey m.■5 c_P_Xlck\rN. -e..b us Corre_SPo►�d-encQ_ curc, located '► -� e(oj e . s stored �n -t. v (Ku )+ CITY OF TUKimiLA Central Permit System (—ontrol No. Permit No. FINAL APPROVAL FORM TO: 0 Building 0 Public Works 0 Police 0 Planning )(Fire Dept. 0 Parks/Recreation Project Name Address Type of Permit(s) .r" I • ,• 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: () (-) 44'f' ( .4.••••• /\/Q--'J c 61Z, Authorized Signature Date 1 This project is approved by this department: 7 /2 Authorized Signature Date CPS Form 3 AI• h 07i •r h VI. t7f 14714 ii •7 • I(Jry'ir ir• l4 •'r 'rt rl il.••r l f•1 •NI ^.1 Irq IJi••v• IA 11, ■ I..•r tr(,y: ,111• •: I(�' d ,. MI{ 111, Vy i1 J ij t(� I :'11 ,74 • Y( 1 MEMORANDUM TO: Becky Davis Permit Coordinator City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 SUBJECT: BUILDING PERMIT NO. Parking Tabulation for Building Area: Standard Stalls: Compact Stalls: Handicap Stalls: TOTAL BY: Paul R. Coppock cc: Joe Layman Moria Bradshaw '54 DATE: February 14, 1989 PROJECT: Gateway Phase III PROJECT NO: NW 87016 revised site plan dated 1 /27/89: ±66,270 SF 245 3 84125% of 334) 5 334 Stalls 5 per 1,000 SF RECEIVED CITY OF TUKWI1A FEB 14 1989 BUILDANQ tip', City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. Van Dusen, Mayor DEPARTMENT OF COMMUNITY DEVELOPMENT May 25, 1989 Joe Layman Bedford Properties 12870 Interurban Avenue S. Tukwila, WA 98168 Subject: Gateway Corporate Park Building 7 12720 Gateway Drive Dear Joe: I appreciate the time you have taken to discuss with me the future recreational trail development and your riverbank landscaping behind Building 7. As I explained, the City is planning to design, engineer, and construct the Duwamish River Trail linkage between 42nd and 48th Avenue, in 1990. I am concerned that your proposed landscaping, which would be installed this year as shown on the plan and within the easement area, could possibly suffer damage during trail construction. In a spirit of cooperation and reasonableness, we will segregate out the riverbank landscaping from the normal requirements for a certificate of occupancy for Building 7, if Bedford Properties or its successor will agree to install the landscaping as shown on the approved plan (attached) with the additional 11 trees as discussed, within one month after notification by the City of trail completion. If this is acceptable to you and your company, please sign this letter and return to us for the file. You can reach me at 433- 1848, if you have any questions. Very truly yours, Moira Carr Bradshaw Associate Planner Attachment se La an ,d41 Bedford Properties AiZeleleia/1 (x) Don Williams, Director Parks and Recreation City of Tukwila May 30, 1989 CrOFORD PROPEKI;ES IMAY 3 1. 1989 ; Moira Bradshaw City of. Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Subject: Gateway Corporate Park Building 7 Landscaping 12720 Gateway Drive Dear Moira, Attached are the signed letter of assurance dated May 25, 1989, our landscaper's plan dated "Received May 26", and the City's approved plan for landscaping of the Duwamish River Trail. The plant material for the trail, denoted on the Landscape plan as Phase 2, is purchased and will remain in the nursery until notification from your office to proceed. You'll also note that landscaping has been added to the north side of the debris box enclosure and the diamond-shape planter islands in the front have been elongated per your requests. We appreciate your cooperation and agree that phasing the riverbank landscaping makes sense for everyone. We're looking forward to the enhancement the river trail will provide to the Gateway Business Park. Sincere Yr Robert Hart Project Manager cc: Steve Gwinn, SSG Corp. Bedford Properties, Mailing'Address Telephone A Diversified Real Estate 12870 Interurbmt Ave. So. (206) 241-1103 Development and Seattle, Washington ; FAX Management Company 98168 (206) 241-2191 nrrhIl(II •Pr1I1Ll' r (1 • I(.(15Or, r,)y 1.4 athWr ",I Ir.■ I., iyr r• fs I {(•r(t !t h. 1,' / Kr14• `.irf.4 ilk • •ilI(� `.4•(0)14'• �'vn "/N 1r'1 r• ,61 ` N.i un:i( ) May 2, 1988 Moria Bradshaw City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Gateway Corporate Center Phase 3 Building Permit. Dear Ms Bradshaw: HAY u 1988 P L. A' t ;1 H ;'. L j,.'." i. Pursuant to our telephone conversation of April 29, 1988, it is my understanding that the corrections noted below will be marked on the Landscape Submittals as required corrections, and resubmittal of new drawings is not required. 1. The three European Ash within the Recreational Trail Easement to the extreme west have been substituted for three Douglas Firs on Sheet L -1. 2. The four Sycamore Maples within the Recreational Trail Easement off of the northeast corner of Building 7 have been substituted for four Douglas Firs on Sheet L -1. 3. One Flowering Plum has been added to the landscape fingerling adjacent to the entry on the north side of Building 7 on Sheet L -1. 4. The two European Ash within the Recreational Trail Easement, west of Building 9 have been substituted for two Douglas Firs on Sheet L -2. 5. The three Emerald Queen Maples in the center of the parking island to the southeast of Building 8 have been substituted for three Douglas Firs on Sheet L -2. 6. The three Emerald Queen Maples in the center of the parking island to the southeast of Building 9 have been substituted for three Douglas Firs on Sheet L -3. If you have any comments or questions please call. Sincerely, Paul R. Coppock mrh cc: Joe Layman Steve Gwinn Royce A. Berg Dick Smith Craig Johndohl Ar(hitnr tarn rind pt. ,nrI nc I nr1,,nr■ I i., April 18, 1988 Ms. Moria Bradshaw City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 APR 20 1bod Re: Gateway Corporate Center (Buildings 7 & 8). Dear Ms. Bradshaw: In accordance with our phone conversation of April 12, 1988, we have addressed your concerns and incorporated them into our working drawings. The following issues are addressed in the enclosed plans and documents as follows: 1. Additional landscape island has been added to the parking adjacent to the Duwamish River at the east edge of the site, refer to Sheet A -2 & L -2. • 2. Mechanical screens are incorporated into Design Build HVAC equipment per Sheets A -7, A -8, and A -10. 3. Landscaping and picnic tables for Recreational Trail Easement and River Improvement Easement is shown on Sheet L -1 thru L -3. 4. Copies of the Recreational Trail Easement and River Improvement Easement have been enclosed. The signed and notarized Easements have been forwarded to Don Williams, City of Tukwila, for review by the City Attorney and acceptance by the Grantee. Please call if you have any questions. Sincerely, Paul R. Coppock mrh enclosures cc: Becky Davis Joe Layman Steve Gwinn Dick Smith ArchiINc h tram rind Planning 1 (,fly nn f'nrnr'n y r k)rI wn,,t Ir,r hr ,yr n ! 14,r 1 A 1 April 18, 1988 Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Gateway Corporate Center (Buildings 7 & 8). Dear Mr. Griffin: In response to the Mahan & Desalvo letter of April 14, 1988, we have addressed the issues indicated. These clarifications and modifications have been incorporated into the enclosed plans as follows: Structural 1. Additional information on the computer analysis program was sent to Mahan & Desalvo on April 14, 1988. Ordinance 1. The general notes on sheet A -1 now state that structural wood in permanent non - bearing partitions be fire - retardant treated per UBC Standard Number 42 -1, in compliance with Section 1901. 2. The general notes on Sheets A -3 and A -5 now state that a sign be provided for inactive door leaves per UBC Section 3304 (c). 3. Sheets A -3, A -4, A -5, and A -6 now show a corridor clear width of 5' - 1 1/4" in accordance with UBC Section 3305. Regulations for Barrier Free Facilities 1. Curb Cuts are indicated on the Site Plan, Sheet A -2, as requested. The Curb Cuts are also indicated on the typical handicaps parking stall, Sheet A -1. 2. Urinal mounting height has been reduced from 2' -0" to 1' -5" for one urinal in each men's restroom as shown on the Men's Restroom and Shower Elevations, Sheet A -14. This complies with Section 511 (a)5 of the 1985 edition of An Illustrated Handbook for Barrier Free Design. We trust that these adjustments have helped to answer the issues that were mentioned. Please call if you have any questions. Sincerely, aul R. Coppock Enclosures mrh cc: Bridget Smith of Mahan & Desalvo with enclosures. Becky Davis;` Joe. Layman Steve Gwinn Dick Smith Lesson Pomeroy Northwest, Inc., Royce A. Berg, A.I,A,,1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 5838030 i, 1' ljj !,' /, "+„ I sir 'Jr(.1 i10 i(lli.i DWI{ .rl ■ �1' i i1 V.; N.L 11 April 15, 1988 Ms. Becky Davis Permit Coordinator City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 RE: Gateway Corporate Center, Phase III Dear Becky: j:IJ i 25 1988 I 1'I_AN N r LPN submitted a package to the Building Department on March 16, 1988, for plan review and a building permit. Part of the information submitted was a letter and attached energy calculations dated March 7, 1988. These calculations were established basically for standard prescriptive requirements per the 1986 state energy code tables for U or R values. We have subsequently review these figures based on meeting the requirements of the average building envelope. Attached are revised figures based on the average transmittance values for the building, where the roof insulation has been changed from R -30 (4" thick) to R -20 (3" thick). As shown in the calculations, the revised figures still exceed the figures required by the Washington State Energy Code for the average building envelope. Please coordinate this change into the plan review process, and call if you have any questions or need additional information. Sinc rely, oy•- :erg Pr ident RAB:pal cc: Joe Layman Steve Gwinn Mahon Desalvo Bob Mullen Permit #5267 Building 7 Permit .#5266 Building 8 • . ,••••. . f,„ 1 irt • I 'I( I ,f r .4( ,f 0,1 If ft, •ro A 1.,,,o '.1,11( • '•( •1 • •• Ott,' 1f ‘,P• 1-44, February 17, 1989. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: 4873 Gateway Corporate Center (Phase 3) Building 7 Dear Duane: r-FIT----r,M\VM,10 FEB 2 21989 Per my conversation with Tom Jensen of February 17, 1989, 4'-8" is an acceptable toilet room handicap stall width in accordance with the 1985 Edition of Regulations for Barrier Free Facilities, which was still in effect at the time the Building Permit for Gateway Corporate Center Building 7 was issued. We are unable to revise the handicap stalls to 60" on either floor due to the extent of construction. Sinc rely, Paul R. Coppock PRC/db cc: Joe Layman Dick Smith Royce A. Berg Ar(hitFrchrre anc1 PIctr,rnrr,St Lemon Pori terny Northwest Inc POyce. A Berg A I A 11; ' tr„oI ',i Jilt', 31111 `,ca( tltir w!v ')1, 1(11 Or V,( `,P2 R(Ltd TRANSMITTAL To: Becky Davis City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 Date: February 9, 1989 Project Name: Gateway Corporate Center Phase III Protect No: NW 87016 Attn: Re: Building Permit No. 5267 Description: 2 ea. Revised Sheets A -2, C -1 and C -2 J ,o-' _iti /1 -/ - 8"9 61_65 G -1 14- G ) * flo00 CM_ Remarks: ❑ Sent per your Request ❑ For your Use /Reference ❑ For Review and Comment ❑ For Approval ❑ For Distribution ® For your Records ❑ Other: By: Paul R. Coppock cc: Joe Layman, Royce Berg, Paul Konrady Phil Frazer (w/ 4 sets encl.) f Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 June 1, 1988. 3110 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 fi}," h;; JUN 3 1988 Regarding: 88 -T -04 & 88 -T -05 (Gateway Corporate Center Bldg #7,8, 9 & 10) Dear Mr. •Griffin, We have received revised energy calculations on the proposed project and have reviewed them for compliance with the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have no additional comments. Sincerely, Bridget Smith cc: Leason Pomeroy Northwest, Inc. 1127 Pine Street, Suite 300 Seattle, Washington I orison I' )rnProy Norihwocl, In( P(y( n /\ 14 .r() X11 n 11; i P,r.n 'No( )(1 `.r 1HIn W/, ')P, in (;'r ,',) ' 1 fill r(I April 15, 1988 Ms. Becky Davis Permit Coordinator City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 �\ f \AaY 2 61988 RE: Gateway Corporate Center, Phase III Dear Becky: LPN submitted a package to the Building Department on March 16, 1988, for plan review and a building permit. Part of the information submitted was a letter and attached energy calculations dated March 7, 1988. These calculations were established basically for standard prescriptive requirements per the 1986 state energy code tables for U or R values. We have subsequently review these figures based on meeting the requirements of the average building envelope. Attached are revised figures based on the average transmittance values for the building, where the roof insulation has been changed from R -30 (4" thick) to R -20 (3 ".thick). As shown in the calculations, the revised figures still exceed the figures required by the Washington State Energy Code for the average building envelope. Please coordinate this change into the plan review process, and call if you have any questions or need additional information. Sinc-rely, oy - berg Pr i dent RAB:pal cc: Joe Layman Steve` .Gwinn ;:Mahon; Desalvo Bob Mullen Permit #5267 Building 7 Permit #5266 Building 8 • Page 2 GATEWAY CORPORATE CENTER, PHASE III - 2 STORY OFFICE BUILDINGS 7, 8, 9 & 10 Energy Calculations - Washington State Energy Code 1986 I. Basic Wall & Ceiling Types A. Concrete wall with R -11 insulation and gypsum wallboard. B. 1" tinted insulating glass (strip and curtainwall). C. Curtainwall /Spandrel Glass Areas: R -11 insulation, 1/2" gypsum sheathing, 5/8" gypboard. D. Ceiling Overhangs: 1/2" gypsum ceiling board, R -11 insulation. E. Roof /Ceiling Areas: Built -up roof membrane, R -20 (3 ") insulation, metal deck, acoustical ceiling tile. II. Building Components Type A Wall: outside air film concrete wall (8" air space R -11 insulation 5/8" GWB inside air film (Vert) R x`0.17 R _ 0.64. R ■ 0.97 R -11.0 R - 0.56 R ■ 0.68 Total R Value ■ 14.02 Total U Value ■ 0.0713 (Bldg. 7) Wall Area ■ 14,543 S.F. (Bldgs. 8, 9, 10) Wall Area ■ 11,766 S.F. . t.eason Pomeroy Northwest, Inc.. Royce A. Berg, A.LA„ 1,127 Pine Street, Suite,300 Seatfle, WA 98101 (206)583'45030 Page 3 Type B Wall: Type C Wall: outside air film tinted insulating glass inside air film. Total R Value Total U Value (Bldg. 7) Wall Area (Bldgs. 8, 9, 10) Wall Area R =0.17 R=2 ■04 R = 0.68 2.89 = 0.346 = 10,354 S.F. 8,656 S.F. outside air film 1/4" ~spandrel glass 1 /2 " —l" air space 1/2 " 'gyp. wall; sheathing R -11 insulation • 5/8" gyp..wall.':board inside air film Total R .Value Total.U,:.Value (Bldg.• 7) Wa11 Area (Bldgs. 8, 9, 10) Wall Area = = 14.82 . _. 0.0675 2,132 'S.F.. 2,082 S.F. Lemon Pomeroy Northwest, Inc., Royce A. Berg, A,I,A., 1127,PIne Street; Suite 300 Skittle, WA 98101 (206) 583.8030, Page 4 Type D Wall: Type E Wall: 2 outside air film 5/8" gyp. clg. board R -11 batt insulation inside air film Total R Value Total U Value (Bldg. 7) Wall Area (Bldgs. 8, 9, 10) Wall Area = R =0.17 R =0.56 R = 11.0 R = 0.61 = 12.34 = 0.081 1,100 S.F. 1,485 S.F. outside air film B.U.R. membrane 3" rigid insulation inside air filmh air plenum acoustical tile (3/4 ") R - 0.33 R_=20.0 R =0.61 not included) not included) • Total.R Value = 21.11 Total U Value = 0.0474 (Bldg. 7) Roof Area 34,048 S.F. (Bldgs. 8, 9, 10) Roof Area (Per building) '= 27,104 S.F. Leoson Pomeroy Northwest, Inc., Royce A. Berg, A.I.A:,• 1127, Pine Street, Suite 300 Seattle, WA 98101 (206) 5838030 ••• Page 5 III. Wall Area Calculations . Building 7: B. Building 8, 9,10 Area Type A Walls Area Type B Walls Area Type C Walls 14,543 S.F. 10,354 S.F. 2,132 S.F. Total Wall Areas (per building) 27,029 S.F. Area Type A Walls Area Type B Walls Area Type C Walls 11,766 S.F. 8,656 S.F. 2,032 S.F. Total Wall Areas 22,504 S.F. IV. Overall Thermal Performance (Uo) of the Building Envelope per 402(a) A. Building 7: Uo (Allowable) (14,543 x 0.25) + (10,354 x 0.25) + (2,132 x 0.25) 27,029 jr)' (1,100 x 0.05) + (34,048 x 0.035) = 8,004 = 0.1287 + 1,100 + 84,048 62,177 S.F. (Allowable Average R Value = 7.77) Uo (Actual) 4,765 + (1 100 x 0.081) + (34,048 x .0474) = 6468 27,029 + 1,100 + 34,040 Z2777 Uo = 0.104< 0.1287 (Actual Average R Value = 9.615 > 7.77) Therefore, Building #7 exceeds the required overall average thermal transmittance value (Uo) for the building envelope. B. Building 8, 9, 10: Uo (Allowable) (11,766 x 0.25) + ( 8,656 x 0.25) + (2,082 x 0.25) 22,504 + (1,485 x 0.05) + (27,104 x 0.035) + 1,485 + 27,104 lesson Porneroy Northwest, Inc., Royce A. Berg, A,I.A., 1127 Pine Street, Sulte 300 Seattle, WA 98101 (206) 583.8030 • Page 6 Uo = 2,941.5 + 2,164 + 520.5 + 74.25 + 948.64 a 6.649 = 0.130 22,504 + 1,485 + 27,104 51,093 (Allowable Average R Value = 7.69) Uo (Actual) 3,972 + (1,485 x 0.081) + (27,104 x 0.0474) = 22,504 + 1,485 + 27,104 3,972 + 120.3 + 1,284.7 = 5377 51,093 7,093 Uo = 0.105 < 0.130 (Actual Average R Value a 9.524 > 7.69) Therefore, Buildings #8, 9 & 10 exceed the required overall thermal transmittance value (Uo) for the building envelope. Therefore, the roof insulation can be reduced from R -30 (4" thick) to R -20 (3" thick). leason'Pomeroy Northwest, Inc:, Royce A, Berg; A.LA', 1127 Pine'Streei, Suite 300 Seattle, WA 98101 (206) 583.8030 nr( hitoCtrue (rrt I'li7nnin(a 0 Le( i or Pon w noy Northwest Inc Poyrre A Borg Al A 1127 t'irin Siree1 Suite 3(1() 2'( ttlk` WA 98101 (2( t6) !,83 R030 May 20, 1988 Mr. Duane Griffin Building Department City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 RE: Gateway Corporate Center Phase 3 (Bldgs. 7 & 8) Permit #5267 Building 7 Permit #5266 Building 8 Dear Mr. Griffin: The following is a response list to the comments on the City's plan check Review: A. General Plan Check list 1. Items #1 through #11 - no response required 2. Item #12 - Roof Hatches and ladders are located in the equipment rooms of Buildings 7 & 8. 3. Items #13 through #15 - no response required. B. Fire Department Plan Check comments 1. Item #1 no response required. 2. Item #2 - Inactive door leaves will be posted with a sign per UBC Sec 3304(c), at exterior exit doors, as noted on Sheets A -3 & A -5 3. Item #3 - No response required. 4. Item #4 - In reference to the 2 -hour construction requirements for enclosed stairs it is our understanding that the UBC Sec 3309(b) requires 2 -hour construction for enclosures on type 1 F.R. and type II F.R. (Fire Resistive) and does not apply to type II N (no requirements for fire resistance). Per our conversation with the Fire Department of May 20, 1988, we understand that we are not required a 2 -hour enclosure on the stair enclosure in lieu of the 1 -hour enclosure. C. Working Drawings Substitution of Douglas Firs for various deciduous trees and the addition of flowering plums will be incorporated into the working drawings as indicated in the Plan Check set. Mr. Duane Griffin May 23, 1988 Page 2 Please review the Fire Department Plan check comment on Item #4 and contact our office. If there are any other questions or comments, please call. Respectfully, Ma? Paul R. Coppock PRC :pal cc: Joe Layman Royce A. Berg Steve Gwinn Dick Smith Leason Pomeroy Northwest, Ina, Royce A. Berg, A.I,A., 1127 Pine Street, Suite 300 Seattle, WA 98101 (2O6) 583-8030 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER „5-0174e4 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department • and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 9. All high-strength bolting to be special inspected. (Sec. 306, UBC) 10. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment required. 13. Any exposed insul ation backing material to have Flame Spread Rating of 25 or less. 14. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 15. Al]. construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition)° and Washington State Regulations for Barrier Free Facilities (1986 Edition). May 6, 1988 Mr. Duane Griffin Building Official City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Gateway Corporate Center Building Permit Dear Mr. Griffin: Pursuant to our conversation May 4, 1988, we have revised Sheets A -3, A -4, A -5 and A -6 to reflect the following change. Stairs 110 and 111 in Building 7, and Stairs 101 and 112 in Building 8 have been revised to provide the enclosed stairs with a one hour enclosure extending to the building exterior and the addition of a 20 minute door at the second floor stairway entry. It is our understanding that the above modification resolves the only issue remaining prior to our receipt of a construction permit for this project. Kindly notify us as soon as the permit is available for pick up. Please call if you have any questions. Sincerely, aul R. Coppock PRC:cpm cc: Joe Layman Royce Berg Steve Gwinn Dick Smith /1-44 4.11LA { City tt Tukwila ' 1908 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor April 4, 1988 Fire Department Review Control Number 88 -079 Re: Gateway Corporate Center, Bldg. #7 - 17220 Gateway Drive, Tukwila, Wa. Dear Sir: 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) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 -6.6) (UFC 10.301) 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) (UFC 10.301) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exit hardware and marking must meet the requirements City c) f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 of Uniform Fire Code Sections 12.104 & 12.114. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) Illuminated exit signs are required at exits serving 50 or more people. Exits from the second floor shall be continued from the interior stairs to the exterior exit doors. Completion of the proposed corridors is an example of how to do this. 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) Fire hydrants are required as detailed in City Ordinance #729. Local UL Central Station Supervision is required per (UFC 10.309) This office is to be contacted to witness flushing of underground piping 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved rlrgttoinrro. (r11-v Orrlinnnnn 41141 IQ, MIh.A 1!1. 1 -9.1) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 (UFC 10.307) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UFC 3305g) (UFC 12.106a) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 3309 -F) (UFC 12.109c) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the ti.nie of construction (UFC 10.301) Two hour construction should enclose stairways in Type I1 construction. Completing the proposed lobby on each floor is an example of how to accomplish this. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file nod Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 April 27, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -04 (Gateway Corporate Center Bldg #7) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have no additional comments. Sincerely, C;J/ / CL C�� /4 A- do Bridget Smith cc: Leason .Pomeroy Northwest, Inc. 1127 Pine Street, Suite 300 Seattle, Washington a •Ji1 11 z.i� -: •P I 11SV✓• April 26, 1988 LEASON PO1.IL,ROY t;icRTHWEST, INC, 1 127 Pine Street, ' Suite 300 -1 Ei sue, lw i 1i M • ) Seattle, Washington 98101 Attn: Paul CoL:pock Re :. (7.atc\' ay Corporate Center Tu1wi.1a, Washington 38 -T -04 7, 88 -T -05 Dear Paul: • We have reviewed the cor;:,;ent letter from Mahan & E S31vo dated April 20, 1988. Itemized below are our responses: See revised Structural Sheet S7, General Notes, note added at the bottom of "Foundation" paragraph. Please note, however, that our drawings already indicate t1-rat our' design is based upon a .2000 PSF allowable soil bearing; pressure for a site prepared per the soils report. 1TJ"14 2 The designation' for the Typical Joist Girders' was done in .accordance with "The Standard Specifications for rJoist Girders" as adopted by the Steel Joist Institute, Section 1006' (copy inclosed). The designation for the Joist Girders with non - uniform loads is described in Note #4, Structural :Sheets S3 and S6. ITEM 3 The Continuous diaphragm chord at the floor is provided by #6 continuous reinforcement added in the slab. Refer to "Additional Slab Reinforcing Plan" Structural Sheet S2 and Structural Sheet S5. The Continuous diaphragm chord at the roof is provided by reinforcement in the pre -cast panels interconnected at the panel joints by the Type "A" Connection located at eleva- tion 28' -6 ". ITEM 4 See revised Structural Sheet S7, General Notes, note added at the bottom of "Shop Drawings" paragraph. .177.FM 5 See revised Structural Sheet S7, General Notes, note added ENGINEERS NORTHWEST, INC. P.S. • CONSULTING ENGINEERS 6969 WOOOLAWN AVENUE N.E. SEATTLE, VA 98115 (206) 5257560 FAX (206) 522.6698 LEASON POMEROY,NORTHWEST, INC. Gateway Corporate Center 88 -T -04 & 88 -T -05 April 26, 1988 Page Two at the bottom of "Steel Floor Deck "paragraph. Please note, however, that the "I ", the "S ", and'tbe deck ,age required are already indicated in the General 'otes. It is generally up to the deck supplier to provide .a deck with a depth which most economically meets our requirements. JTEM 6 Parallel to the walls, because deflections in a two story shear wall building are small, P -delta effects are negligible. Please call' if you have any questions or comments. Sincerely, Thomas A. Wampler, P. E. Associate cc: Mahan & DeSalvo-- Bridget Smith City of..Tultwila- -Duane Griffin J I t.at1 tu■t1J ' ; until the steel joists bearing ( ie girder are in place and welded to the girdr. 1004.5 END ANCHORAGE (a) Masonry and Concrete Ends of Joist Girders resting on steel bearing plates on masonry or structural concrete shall be attached thereto with a minimum of two 1/4 inch fillet welds 2 inches long, or with two 3/4 inch bolts. (b) Steel Ends of Joist Girders resting on steel supports shall be attached thereto with a minimum of two Y inch fillet welds 2 inches long, or with two 3/4 inch bolts. In steel frames, Joist Girders at column lines shall be field bolted to the columns to pro- vide lateral stability during construction. (c) Uplift Where uplift forces are a design consideration, roof Joist Girders shall be anchored to resist such forces. 1004.6 DEFLECTION The deflections due to the design live load shall not exceed the following: Floors 1 /36o of span Roofs 1/360 of span where a plaster ceiling is attached or suspended 1/240 of span for all other cases. The Specifying Authority shall give due consideration to the effects of deflection in selection of Joist Girders. 1004.7 PONDING Unless a roof surface is provided with sufficient slope toward points of free drainage or adequate individual drains to prevent the accumulation of rain water, the roof system shall be investigated to assure stability under ponding conditions in accordance with Section 1.13.3 of the AISC Specifications' The ponding investigation shall be performed by the specifying engineer or architect. 1004.8 UPLIFT Where uplift forces due to wind are a design require- ment, these forces must be indicated on the contract drawings in terms of net uplift in pounds per square foot. When these forces are specified, they must be consid- ered in the design of the Joist Girders and /or bracing. If the ends of the bottom chord are not strutted, brac- ing must be provided near the first bottom chord panel points whenever uplift due to wind forces is a design consideration" 'For further reference refer to Steel Joist Institute Technical Digest No 3. 'Structural Des,gn of Steel Joist Roofs to Resist Ponding Loads" For further reference, refer t0 Steel Joist Institute Technical 0.jest No 6. "Structural Design of Steel Joist Roots to Resist Uplift Loads" "'For thorough coverage of this tope. refer :o SJI Technical Digest M, "Handling and Erec• lion of Steel Joists and Joist Girde's" 1004.9 INSPECT. Joist Girders shall be inspected by the manufacturer before shipment to insure compliance of materials and workmanship with the requirements of these specifica- tions. If the purchaser wishes an inspection of the Joist Girders by someone other than the manufacturer's own inspectors, he may reserve the right to do so in his "Invi- tation to Bid" or the accompanying "Job Specifications." Arrangements shall be made with the manufacturer for such inspection for the Joist Girders at the manufac- turing shop by the purchaser's inspectors at purchaser's expense. SECTION 1005 HANDLING AND ERECTION*** Particular attention should be paid to the erection of Joist Girders. Care shall be exercised at all times to avoid damage through careless handling during unloading, storing and erecting. Dropping of Joist Girders shall not be per- mitted. During the construction period, the contractor shall pro- vide means for the adequate distribution of cone 'n- trated loads so that the carrying capacity of any J :st Girder is not exceeded. Field welding shall not damage the Joist Girder. The total length of weld at any one cross - section on cold - formed members whose yield strength has been attained by cold working, and whose as- formed strength is used in the design, shall not exceed 50 percent of the overall developed width of the cold - formed section. SECTION 1006 HON! TO SPECIFY JOIST GIRDERS For a given Joist Girder span, the designer first de- termines the number of joist spaces. Then the panel point loads are calculated and a depth is selected. The preceding tables give the Joist Girder weight per linear foot for various depths and loads. 88K 88K 88K r JOIST . SPACE i__ JOIST GIRDER SPAN I column to t columnf 98K 88K 8 8K 38K STANDARD DESIGNATION I 48G I 8N I 8.8K DEPTH :N NUMBER OF KIP LOAD ON EACH INCHES JOIST SPACES PANEL POINT �UU1,7 rn r. 63 Mahan &DeSalva CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 April 21, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 88 -T -04 (Gateway Corporate Center Bldg #i7) Dear Mr. Griffin, 10 (c; (,1(L;;\11j1 liil Iflllli.l.u)Ir:,i1 \ t",1 .. { APR , 5 1988 ! We have received additional information on the proposed project and have reviewed it for compliance with the ordinance portion of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Structural 1. Refer to letter of April 20, 1988. Ordinance 1. We have no comments. Regulations for Barrier Free Facilities 1. We have no comments. Washington State Energy Code 1. We have no comments. Please call if you have any questions. Sincerely, r Bridget Smith cc: Leason Pomeroy Northwest, Inc. 1127 Pine Street, Suite 300 Seattle, Washington Engineers homes -- 6869 oodlawn Avenue NE attle, Washington 98115 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 April 20, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -04 & 88 -t -05 (Gateway Corporate Center) Dear Mr. Griffin, 1 i E It('t 2',I 988 t We have received plans and calculations for the above project and have reviewed the structural struction portion for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following in itemized letter form and resubmit any necessary calculations and or drawings. Structural The following comments apply to each of the buildings 7 & 8. 1. If preloading the site is used, as recommended in the soils report, specify in the structural notes with reference to the soils report. 2. The roof framing plan notes should describe the joist girder design loading designation used on the plan. 3. Do Section H -8, N -8, A -11 and B -11 provide a continuous diaphragm chord member? 4. Specify in the general notes that the joist girder manufacturer must submit (1) set of calculations and shop drawings to the City for any non - standard loading condition and for connections designed by the manufacturer. This would include non-uniform or concentrated loads and axial load in top chord. 5. Specify required depth of the form deck. 6. Explain the rationale for not including P -delta effects in the frame analysis under loading combining dead and seismic loads. Please call if you have any questions. Sincerely, Bridg t Smith cc: Leason Pomeroy Northwest, Inc. Engineers Northwest h,, frlrr•r M l•,r �r l4 .4 .r rp .t It ,,nr.,1 her i�, �•�� r• A K∎•n) •, lrfi, ;PI!), ('�,h�', ft Pf11(1 April 18, 1988 Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Gateway Corporate Center (Buildings 7,& 8). Dear Mr. Griffin: \ r- - - ' . ., O %BBB it- w- 117'- - '--079. In response to the Mahan & Desalvo letter of April 14, 1988, we have addressed the issues indicated. These clarifications and modifications have been incorporated into the enclosed plans as follows: Structural 1. Additional information on the computer analysis program was sent to Mahan & Desalvo on April 14, 1988. Ordinance 1. The general notes on sheet A -1 now state that structural wood in permanent non - bearing partitions be fire - retardant treated per UBC Standard Number 42 -1, in compliance with Section 1901. 2. The general notes on Sheets A -3 and A -5 now state that a sign be provided for inactive door leaves per UBC Section 3304 (c). 3. Sheets A -3, A -4, A -5, and A -6 now show a corridor clear width of 5' - 1 1/4" in accordance with UBC Section 3305. Regulations for Barrier Free Facilities 1. Curb Cuts are indicated on the Site Plan, Sheet A -2, as requested. The Curb Cuts are also indicated on the typical handicaps parking stall, Sheet A -1. 2. Urinal mounting height has been reduced from 2' -0" to 1' -5" for one urinal in each men's restroom as shown on the Men's Restroom and Shower Elevations, Sheet A -14. This complies with Section 511 (a)5 of the 1985 edition of An Illustrated Handbook for Barrier Free Design. We trust that these adjustments have helped to answer the issues that were mentioned. Please call if you have any questions. Sincerely, aul R. Coppock Enclosures mrh cc: Bridget Smith of Mahan & Desalvo with enclosures Becky Davis Joe Layman Steve Gwinn Dick Smith Leason Pomeroy Northwest, Inc:, Royce A, Berg, A,I.A , 1127 Pine Street, Suite 300 Seattle; WA. 98101 (2O6) 583 -8030 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (2April8154°, 1988 Btiane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -04 (Gateway Dear Mr. Griffin, Corporate Center Bldg #7) We have received plans and calculations for the proposed project and have reviewed them for compliance with the ordinance portion of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. The calculations submitted include computer input and output for a three - dimensions analysis program. In order to efficiently review these calculations, we are requesting that the structural engineer provide additional description of this computer information. Please have the applicant respond to the following comments. Structural 1. To be reviewed when above mentioned material is received. Ordinance 1. Show compliance with Section 1901 for 2. Show compliance with Section 3304(c). doors have an inactive leaf. 3. Indicate the clear width dimension of compliance with Section 3305(b) & (d). Regulations for Barrier Free Facilities 1. Indicate curb cuts on the site plan. 2. Provide urinals per Section 511(a)5. Washington State Energy Code 1. We have no comments. Please call if you have any questions. Sincerely, Bridget Smith cc: Leason Pomeroy Northwest, Inc. Engineers Northwest wood used in wall assemblies. It appears that some exit the proposed corridor to show 1 r I 'It 1i p, • a 1 1 lr Ir , I is 15r 4,■( ytr, :Of tiers r,rr, h Pt(•,ta !■ 1•.. .,•.tr o '.,il„ it r,.• April 18, 1988 Ms. Maria Bradshaw City of Tukwila 6200 Southcenter Blvd. t••___• Tukwila, Washington 98188 Re: Gateway Corporate Center (Buildings 7 & 8). { 1' j� o IJUd t.7 Dear Ms. Bradshaw: In accordance with our phone conversation of April 12, 1988, we have addressed your concerns and incorporated them into our working drawings. The following issues are addressed in the enclosed plans and documents as follows: 1. Additional landscape island has been added to the parking adjacent to the Duwamish River at the east edge of the site, refer to Sheet A -2 & L -2. 2. Mechanical screens are incorporated into Design Build HVAC equipment per Sheets A -7, A -8, and A -10. 3. Landscaping and picnic tables for Recreational Trail Easement and River Improvement Easement is shown on Sheet L -1 thru L -3. 4. Copies of the Recreational Trail Easement and River Improvement Easement have been enclosed. The signed and notarized Easements have been forwarded to Don Williams, City of Tukwila, for .review by the City Attorney and acceptance by the Grantee. Please call if you have any questions. Sincerely, Paul R. Coppock mrh enclosures cc: Becky Davis Joe Layman Steve Gwinn Dick Smith /,rrhiir.r I pr• r ]r r.1 1'I� p 1 1 (( I',)rrnn li,r 1••ryir•t. l {r "I) /kJ/. 1 it .r • ' trr •r "•t April 7, 1988 Mr. Duane Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Gateway Corporate Center Phase III Dear Duane: C (U [K -911M11 I`�I0 1 APR i 1988 k cry y r _,,-,.,,r..ri. Pursuant to our telephone conversation on March 29, 1988, openings extending vertically through two floors or less, in Group B occupancies, do not require a shaft of fire resistive construction. The conversation was supported by Section 1706, Exception 5, in the 1985 Edition of the Uniform Building Code. Unless notified to the contrary, we are proceeding in this direction. Thank you for your cooperation in this matter. Respectfully, Paul R. Coppock mrh cc: 'Joe Layman Steve Gwinn RE: PERSON CONY PERSON CALLING: ' , • :" ' • •=, TELEPHONE ME70 DATE: INFORMATION ITEMS: fAMMINAMIL, AlllifilM401.1Mr_ LA-4 lidialYNAWAIREZMNRW. APRAffirOSZW, P.74 ;,412P Architecture and Plannirgo Leason Pomeroy Northwest, Inc . Royce A Berg, A I A 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583 8030 TRANSMITTAL To City of Tukwila Date: March 16, 1988 6230 Southcenter Boulevard Tukwila, WA 98188 Project Name: Gateway Corporate Center Project No: NW 87016 Attn: Becky Davis, Building Permit Coordinator Re: Gateway Corporate Center, Office Buildings 7 & 8 Description: 1 City of Tukwila Building Permit Application, Building 7 1 City of Tukwila Building Permit Application, Building 8 2 copies Soils Report 4 copies Structural Calculations by Engineers Northwest 4 sets stamped Construction Documents A -1 thru A -15, S -1 thru S -18 6 sets stamped Construction Documents C -1 thru C -2, L -1 thru L -3 2 copies Energy Calculations - \ seAli 2 copies Project Manual /Specifications ��y C� v 1 copy Storm Drainage Calculations 1 copy Preapplication Checklist 1 Check #515 for $8,482 1 Utility Permit Application Remarks: ❑ Sent per your Request ❑ For your Use /Reference For Review and Comment El For Approval ❑ For Distribution ❑ For your Records ❑ Other: For City of Tukwila Plan Check Review. Note that General Contractor will submit design build mechanical and electrical drawings at a later date. Revised Shoreline Permit #590 -14 -7183 and City of Tukwila Permit #87 -6 -SMP previously approved. HAND DELIVERED By: Dick Marks Gerry Kirkpatrick cc: Joe Layman a. -1L-8a (iGg5uec .ectvicio,d5, 10'175 Fee C 0,1. C - k a,.. (,-c -c.wc c.ciji gu LetiA Coiaxia 83-3 03-0 ,U - V -P1/ 6 142,15 a -Pt, 5,003c6 x 1gi,G0_4 vc,c(b'crn. s 5ga3. oD 3bsa oo 18. 50 qMql, 50 aco, 'ot o ° u 4 49.15 = .g .?, ?G a, q 8 () l i(iilOO L/ (1 0 0 1(1,61) 11 ?? ,so CITY OF TUK .. S •LA Central Permit System PRE - APP- 20 -87: Kaiser #7,8 & 9 PREAPPLICATION ADVISORY FORM LPN u:..tq. p urn Architects &Mailr(ers NAME OF INQUIRING PARTY Ken Chins,J_BP Architects and Gerry Kirpatrick, bearora ASSOC. PROPERTY SITE OR LOCATION 12700- 12728, 12730 - 12758, and 12760 -12788 Gateway Dr ,t,.,...„ JUN ;.;'_. 1987 ...1 THIS FORM HAS BEEN DEVISED TO HELP YOU BECOME FAMILIAR WITH THE CITY'S REQUIREMENTS AS THEY PERTAIN TO DEVELOPMENT OF YOUR PROJECT. A CHECK MARK IN THE BOX OPPOSITE ANY OF THE FOLLOWING ITEMS INDICATES THAT THE ITEM MAY BE REQUIRED IN ORDER TO PROCEED WITH THE PROJECT YOU DESCRIBE. SECTION 1 -- LAND USE ❑ FILE SUBDIVISION /SHORT PLAT/BOIP/BLA (TMC TITLE 17) ❑ CHANGE OF ZONING CLASSIFICATION OR COMP. PLAN DESIGNATION (TMC ❑ OBTAIN CONDITIONAL OR UNCLASSIFIED USE WITH LANDSCAPE SETBACK, HEIGHT, LOT SIZE, DENSITY AND PARKING REQUIREMENTS AND 18.56) 18.80; 18.84) PERMIT (TMC 18.64; 18.66) ® COMPLY M -1 ZONE (TMC 18.50 18.52 OF THE OBTAIN SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT AND COMPLY WITH SHORELINE MASTER PLAN POLICIES (TMC 18.44) OBTAIN VARIANCE (TMC 18.72.020) COMPLY WITH POLICIES OF THE COMPREHENSIVE LAND USE POLICY PLAN OBTAIN B.A.R OR INTERURBAN SPECIAL REVIEW DISTRICT APPROVAL (TMC FILE SEPA CHECKLIST AND FEE (ORDINANCE 121 1 ) - aec ov' hrrx) FILE APPROPRIATE APPLICATION FORMS AND FILING FEES (TMC 18.88) ® Licensed landscape architect stamp required ® Service areas must be screened iNc`va,nrC SECTION 2 •- INFRASTRUCTURE 18.60) AuE'D ARAN FoA. FuTtl2er PAIEKING USC0 FC1 ccAloiKG • - CT. g e PARKIN G GAN D SCA PC' rt. AK• ❑ PROVIDE SIDEWALKS PER ORDINANCE 1158, 1217 AND 1233 OR OBTAIN WAIVER- existing ® PROVIDE CURB, GUTTER, PAVEMENT, DRIVEWAY APRON AS REQUIRED ® PROVIDE UTILITY COMPONENTS AS REQUIRED: ❑ WATER MAIN EXTENSION R WATER METER DRAINAGE OR RETENTION ❑ SEWER MAIN EXTENSION R SIDE SEWER ❑ CHANUELIZATIOH/STRIPING /SIGNING IN PUBLIC RIGHT -OF -WAY ❑ REPAIR UTILITY COMPONENTS AS REQUIRED ® PROVIDE EASEMENTS OR DEDICATION OF RIGHTS •OF •NAY AS REQUIRED ® FILE APPROPRIATE APPLICATION FORMS AND FEES ® River maintenance easement for King County specified SECTION 3 -- CONSTRUCTION PERMITS EN (® HOBTAIN OBTAIN OBTAIN OBTAIN FILE R gNotify :SECT 1 ON 4 COMPLY WITH PROVISIONS OF THE UNIFORM BUILDING PROVIDE ACCESS AND EQUIPMENT FOR ACCOMODATION OF HANDICAPPED PERSONS 1987 edition 1985 CODE MX EDITION (AS AMENDED; TMC TITLE 16) COMPLY WITH STATE ENERGY CODE- provide PERMIT FOR HOUSE MOVING engineer stamped energy calcs and lighting budget HAULING PERMIT2,000 bond and certificate of insurance DEMOLITION PERMIT SIGN PERMIT (TMC TITLE 19) APPROPRIATE APPLICATION FORMS AND FEES ❑ PLANNING •11..1 U- 1.I• • - 1 1 •1 - . • . i i .. ' I . '0 IN ' • 1 11 .1 Building Official of testing -- MISCELLANEOUS AND OUTSIDE COMMISSION ACTION REQUIRED 1. 11 •• •1 I /- 1 ed by a registered • • 1 • 1 • fill architect _ BC (1985 ) lab the Owner or Architect (not contractor) has chosen AGENCIES OBTAIN STATE FLOOD CONTROL ZONE PERMIT (KING COUNTY SURFACE WATER MANAGEMENT) OBTAIN FLOOD CERTIFICATE, FEMA (ORDINANCE 1220, 1225) OBTAIN STATE ELECTRICAL PERMIT AND INSPECTIONS (DEPARTMENT OF LABOR AND INDUSTRIES) ® OBTAIN PLUMBING PERMIT AND INSPECTIONS (SEATTLE KING COUNTY HEALTH DEPARTMENT) ® OBTAIN CITY OF TUKWILA BUSINESS LICENSE (TMC TITLE 5) (for tenants) MCONTACT TUKWILA FIRE DEPARTMENT FOR APPLICABLE REQUIREMENTS ® Trail easement required THE FOREGOING ADVISORY CHECKLIST WAS PREPARED ON THE BASIS OF REGULATIONS IN EFFECT ON THIS DATE AND IS BASED ON THE INFORMATION WHICH YOU PROVIDED DURING THIS INTERVIEW. CHANGES IN THE CONCEPT OR SCALE OF YOUR PROJECT, AS WELL AS CHANGES IN THE VARIOUS REGULA- TIONS OR JURISDICTION OF OUTSIDE AGENCIES MAY AFFECT THE APPLICABILITY OF ANY OF THE FORE- GOING ITEMS. CHECK WITH CITY STAFF TO OBTAIN THE LATEST INFORMATION ON APPLICABILITY OF SPECIFIC REQUIREMENTS.OR /IF YOU ARE IN DOUBT AT ANY TIME AS TO YOUR PERMIT OBLIGATIONS. STAFF INTERVIEWE ��; DATE STAFF INTERVIEWER' DATE fr•�/ ; 7 4 =�''- INSPW''!NS REQUIRED BY [IRE UEI'NR I ME I 'FIRE PREVENTION BUREAU TUKWILA FIRE DEPARTMENT 575 -4404 Protect Naine: }iaA! 1'` •$#'7, 5:04-t4 Project Address:P270).:aI 12''I3O-5 ' 1- iZ1767O• -riS (jukctaLi j. ?r- 7. Spray Booth a. Location b.. Fire Protection Ventilation .d. Permit 1/ 1. Underground Fire Ljne.from.Vault to Riser a. Thrust Block & Rodding b. Type of Pipe c. Depth of Cover d. Flush e. Ilydrostatic Test f. Fire Dept. Approved Plans g. Materials 8 Test Certificate 2. Overhead Sprinkler Piping a. Ilydrostatic Test b. Trip Test c. Alarm System Monitoring Test d. Fire Dept. Approved Plans e. Sprinkler head Location & Spacing 3. Underground Tank a. Location b. Distance Between Tanks c. Distance to Property Line d. Depth of Cover e. Vent Piping, Swing Joints, Fill Piping, Discharge Pip - ing. f. Anchoring,' g. Hydrostatic Test h. Separate Fire Dept. Approved Plans 4. Above a. b. c. d. Ground Tanks Location Protection Manual & Emergency Shut -Off Building Permit (required for tank pads 6 dykes 5. Fire Alarm a. Acceptance Test b. Fire Dept. Approved Plans 6. hood 6 Duct Inspections a. Installation b. Trip Test c. Building Permit 8. Flammable Liquid Room a. Location b. Fire Protection c. Permit Rack Storage a. Permit b. Mechanical Smoke Removal c. Rack Sprinklers d. Aisle Width 10. Fire a. b. Doors & Fire Dampers Installation Drop Testing / I1. Fire, Final a. Fire Dept. Access b. Bldg. Egress & Occupancy Load c. Hydrants d. . Bldg. Address e. Fire Protection Systems Al) Halon Systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other a. b. c. d. e. f. g• T.F.D. Form F.P. 35 c "61CUN9'I'NIN:TIUN tNFU8NA'ftON f F1RR 1'IIRVRNTIUN OIJPEAll TIIKW 116A FIRE NRPAItTNRNT 675-4407 07.30 - 12'75W 12'7604 z 1& Project Nnme Project Atittrose.l ()tirupntti :y Ornup 1. Thn City of Ttdtui In hen ndnpl.rd the 19115 0,.) farm' F1 ro Code. Thin ruul othnr nntlnnnl1y ronnrnlznd nLnodnrtlo 011 he unrd during r•onnlruotlon nud opor•n1.1on of this project. (TM 18.18.1201 2. Fire hydrnnts will be required. (City Ord. 1729) _AL 3. Required fire Irl•dr•nntn nhn11 be npprnvc'tl for Jornl.lnn by the Fire Onpnrlmonl, nppr•nvnrl for pur•Il.y by the Notor bepnrt.monL, and fully in sot•vlce prior to sLnrl. of construction. A fire, hydrnnt must hr no fortito►• thou 150 fret from n nt.r•ur•ture; nud nn portion of n ntructure to bn over 300 fret from fire hydrnnt, (IIFC 10.301 11 City Ord. 1729) . of 4. Antomnt.ir, flrr nprinhlnrn nee requlrrd for Ibis prnjeol. 9prlohirr eyntrmn 1.o comply u11.h N.F.1'.A. 11.1. ilprinhlot' pinnn nhnt1 ha submitted to NnnhlngEnn 91ntn Surveying nod Rn11ng llur,nu, fnefnr•y mutual nr 1,oiit .r M! Hsi:. innurnrn fur uppr•nvnl prior to bring nnhmIlled to l'uhutln Fire Ilnrnhnl for npprot•n1. Ntthmi1, ',iron (3) nrtn of sprinkler d►•nuingn. 'Thin Inoludem one for nut• filo, ono for c•umpnoy file, and non for the job nit.e. (City Ord. / 11141) e!' fi. Nnxlmum grnde In 15% for nil pro,lrnt.n. 8. llnse ntntions nrn required. (City Ord. 111411 7. A flt•n nint•m syninm 1n t'rvinirrd for this In•ajnnt. ((%1ty Ord. 11327) Pln,,n shall he nubml1l.rtl In the 1•ul tin Fire Nnt•nhnl for npprovn1, prior to ,.ommenn)ng luty nlnrm nyntnm uorh. Subm11, three (3) seln of cnmltlnln rlr•nu1ngn. Thin Includes one far nor fl in, ono for rompnny file, and ono for the Jab site. A. flpnnlnl Insl.nllnlions of fixed extinguisher nyniems, fire n1nrm nyntemn, tlunt. eollentnrn, 1'unt ntorngr, etc. regol,n sew-mole pinnn nod permits. 1')nnn to be submitted to the the Five Nnt'nhnl prior to etnrt of / inetnllntlon. (UPC 10.301) ✓ 9. ('nrtnbio fire n'rt)118nlnitnt•s 01) hn r•rqulr.tl in finished buildings per N.F.P.A. 111). Nnring enusl ru, :Lint, fire extingtrinhrrs 0114be required on the job site. (Nlnumum rating 2A, 10 111') /''''ID. 9uildlugs utilizing ntur•ntr or high piled combustible stook Oil rrqutre mntlutnienl smoke remntttl per flrot.lnn 91 of the 1095 U.P.C. A nnpnrnto mechnn)cnl permit and enloulnilonn by n st,ruuturn1 enginnnr for root' land will / be rnqulrod. ✓ 11. boring nunst.rnotlnn, nn n)) -1:., 11trr n,•tv :nn o111 bn required to within 151) ('ee1, of the building. NFU 10.301) ' le 12. No building 011 he onc'ttlrin.), by pnnpin or mrrchnnrllse, prior to nppruvnl and inspection by Lhn Fire and Building onpnrtmnttls. V//, 13. Adr.qunl.n n,drenn1ug In enquired. Numhnr n(zo 011 be detnt•mined by nnl.hnuk of building from ronduny. Four Inch ttumbrrn nrn. minimum. Numbers 011 bn in nolor whlnh conlrnsl.o to bnckground. (UPC 10.2091 //14. ooslg,,nlod Ciro loom mny br rrqulred for 1'Itr and cmergency nrnrnn. This requirement mny bn estnblishnd at thn Limn of wteupunoy and /or n(1..r the fncillty is In operntlon. (UFC 10.207 no mmnndrd) 16. Spenittl (1rn I'rpnrlmonl, permits nrn rrgolrrd for snob things no nlnt•ngn or rumpt•onnnd goo, r'ryngr'on, ,dry Omitting pinch, repnlr gnrngns, pin1.00 of rtannmbly, aloragn o1' hnznnrdnos mnlnrl,tln, flnmmnble or numb:1014in liquids on solids, LI'0, unlding And nutting operations, sprny pointing, nt,o. (UPC 4.101) 19. Nlnnollnnnoun rntlulrmmnol.s: • . (into , =s.. • axes. -II CITY OF TUKWILA 8uiidinq Division BUII..DING PERMIT APPLICATION mut r a�� 6200 Southc�nter 8out�vsrd y Tukwila. WashinOton 98188 Control # ` 7, - (J' /C/ '(206) -433 -1849 UnPO b-atAuctIF Ov Site Address -Gateway Drive, Building 7 Suite# Floor# Project Name /Tenant Gateway Corporate Center, Phase 3, Building 7 Valuation of Construction $2,793,280 Assessors Account# Property Owner Kaiser Gateway Associates Phone (206) 248 -7318 Address 12886 Interurban Avenue South, Seattle, WA Zip 98168 Applicant Kaiser Gateway Associates /Joe Layman Phone (206) 248 -7318 Address 12886 Interurban Avenue South, Seattle, WA Zip 98168 Architect /Engineer LPN /Royce A. Berg Architects Phone (206) 583 -8030 Address 1127 Pine Street. Suite 300, Seattle, WA Zip 98101 Contractor SSG Corporation License# 223- 01- SSGCO * *249J8 Phone(206) 367 -9393 Address p.0. Box 33978. Seattle, WA Zip 98133 Class of Work: El New 0 Addition [] Tenant Improvement [] Remodel (residential) [] Reroof Demolition [, Interior Demolition [] Other Describe work to be done Construction of two story concrete tilt -up office building Type of Const. (UBC) II -N Occ. Group (UBC) B -2 Square footage of entire building 66,270 S.F. Square footage of tenant space N/A Building Use Office & R &D uses Will there be a change of use? [] Yes ® No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes ® No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) . 'le „ _ -. ,.; ,,, , Date . (print name) Joe Layman Contact Person (please print) Paul R. Coppock Phone 583 -8030 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 7/2(p, 0 Q Receipt# Date Paid Plan Check Fee (000/345.830) g0.2,0O Receipt# (23/6' Date Paid 3 -/ /1 &// Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) IS.UU Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL /),.91(0,5() (OWES: $ '7)1.444,50 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entire Buildina; FLOOR USE /Occ Types SQ.FT, OCC LOAD USE /Occ Type SQ.FT. OCC LOAD. USE /Occ Tvoq SQ.FT. OCC snap, TOTAL SQ.FT. TOTAL OCC. TOTAL , TRACKING .�.� DEPT. DATE IN DATE OUT y _y —Ce COMMENTS Approved for Issuance Type of Const. BLDG /To Mahan: 3 -.2 U 18 Date pproved: -Approved (Initials)i� er letter ate FIRE 3 g if i re Protection: E�- Spr ;nk ers O Detectors 5/ PLNG �� ' pprove. nit a s ,ILA, ■ : • • ■ ' ' 1 .. •' • 1 Zoning Se .a s: N S E W Parking sta is required for: Site X3'3 Tenant Space VParking stalls provided: Site : 8f?y' Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD 9J L /zo% ,Approved (Initials),; Per letter /plans dated DO M, ke 'ct a,ep 3 -16,78, A 1 ed/ 4-1o� a-.c_, - 3-W-8 .. L-t(ILUI�iC4,("LLrt/i1Ti OrvS 'i.:_ / -. "F LA. '// 1 I M /0/'4v yip `�' / /J`, Pt 4r_) CITY OF TUI( ALA Central Permit System ?ontrol No. , ermit No. -��� 7 FINAL APPROVAL FORM TO: ❑ Building Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name 5(J / /,/ //CMG- ethz( -r Address Type of Permit(s) lei /d /)7(1 `. 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 follow'ng corrections are necessary: ( /,) .- ) (t9 /1/! `" ,• / OY /20 • ,) %v'` () c_' /2( .) /,:v, ,1J i.=---. .d/f) ii 9hrvd (7) t1) i(g) 'iX/ (3) ' 7 42,.,-,/ 5 Y44,-;-- 6, 11 q c( - .t//,t ief7Vk? ,/' C 6 ( ) `. a /.% l-2-f-'4,19( // ( f A ( 9,4,'T CO 5— /t1/ ki 4/V(../n/2/'(WAi7//;)177/1 (� >) /% ?`...A' / 60 )/ / ''t ' `-1j e',f'/(04); i9 yj YL%' /l ' /1M/ 01 (In /41 Cis /e_ ( ) l 4,;( ' ) e/2' ? /ll i c979 Slrli( et -vA% ;7•:1/ /Y /�� t" 4 r' y " /)1 >'4,i4' //2 �' . ' % '94% // .�/,, l /6// /i � /,)2_f;777/ /(< !441, 4/ 1/( Date Authorized Signatur This project is approved by this department: Authorized Signature Date CPS Form TYP HANDICAP PARKING STALL A.C.T. A.F.F. ALUM. ASPH. ANOD. BM. BD. BLDG. BLK'G. CLG. tt COL. CONC. CCNST. CONT. D/F nTL, DIA. DIM. D.S. DR. DWG. E.I.T. ELEC. ELEV. ENG. EQ. EQUIP. EXIST. EXP. EXT. FAC.FIN. F.D. FT. F, F. FIN. FL. FLR. FIG. FDN. F.O.C. F.O,F. GA. GALV. GL. G.L.B. GYP. G.W.B. ACOUSTICAL CEILING TILE ABOVE FINISHED FLOOR ALUMINUM ASPHALT ANODIZED LAV. LAVATORY Section or Detail Numbers Drawing where Section or Detail is Drawn BEAM BOARD BUILDING BLOCKING :EILING CENTERLINE COLUMN CONCRETE CONSTRUCTION CONTINUOUS DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DOWNSPOUT DOOR DRAWING EXT. INSULATING PANEL ELECtRIC ELEVATION ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR FACTORY FINISH FLOOR DRAIN FEET FINISHED FLOOR FINISH FLASHING FLOOR FOOTING FOUNDATION FACE OF CONCRETE FACE OF FRAMING GAUGE GALVANIZE GLASS GLU- LAMINATED BEAM GYPSUM GYPSUM WALL BOARD HDWR- HARDWARE HGT. HEIGHT HCP. HANDICAP HR. HOUR HORIZ. HORIZONTAL INSUL. INSULATE (INSULATION) INT. INTERIOR MFR. MATL. MAX. MECH. MTL, MIN. MIX. MANUFACTURED MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MIXTURE N.T.S. NOT TO SCALE NO.( #) NUMBER OFF. OFFICE O.C. ON CENTER OPNG, OPENING Portia) or Full Section Wo!! Sections Detail - Section or Target Interior Finished Wall Elevations LEGAL. DESCRIPTION THAT PORTION OF LOT 4 OF GATEWAY CORPORATE CENTER, TUKWILA SHORT PLAT NO. 85 -32 -SS RECORDED IN BOOK 52 OF SURVEY AT PAGE 113, UNDER A.F. N0. 8611179001, LYING NORTHEASTERLY OF THE 61' ROADWAY SHOWN THEREON. PNL. PANEL PTN. PARTITION PLATE PL.LAM. PLASTIC LAMINATE PLYWD. PLYWOOD P.L. PROPERTY LINE P &P PATCH AND PAINT R.B. RUBBER BASE REC. RECEPTION RECP. RECEPTACLE REINr. REINFORCING R.D. ROOF DRAIN RM. ROOM Door Number Grid Lines - Column • Roam Number LEGAL DESCRIPTION SDG. SIDING SPEC. SPECIFICATION STD. STANDARD STL. STEEL STRUCT. STRUCTURAL S &V STAIN AND VARNISH TELE. TELEPHONE TEMP. TEMPERED T. TOILET T.O.P. TOP OF PARAPET TYP. TYPICAL T.I. TENANT IMPROVEMENT T.W.C. TACKABLE WALL COVERING U.O.N. UNLESS OTHERWISE NOTED V.C.T. VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING VENT. VENTILATE VERT. VERTICAL W.C. W.COV. W.H, W.R. WD. WATER CLOSET WALL COVERING WATER HEATER WATER RESISTANT WOOD Interior Stud & Drywall 3 2 metal studs 25 ga. at 2 - -0 o.c. w/ 5/8" GWB each side up to ceiling. Extend to roof deck where noted on dw gs. Stud & Drywall w/ Sound Batt Insulation 3 1/2 metal studs at 2'- 0 "o.c. GWB each side thru ceiling. One Hour Rated Walls 3 1/2 motel studs 25 ga. at2 o.c. w/ 5/8" GWB each side & Batt Insulation up to structural framing. Tilt --up Concrete Panel Two Hour Rated Elevator Door Shaft Wall 1 Linear attached to `J molding w 1- 1 3/8" type "s" screws of 2' -0" w,' 2 layers of 5/8" GWB (see details on dwgs). One Hour Rated Elevator & Mechanical Shaft Walls Shall conform to U.S.G. cavity wall system similar to 212 CH 22 w/ studs spaced of 2'- 0 "o.c. w/ sound bott insulation and braced to floor and roof systems. Contractor may use 3 1/2 studs at 2'- 0 "o.c. w/ 5/8" type "x" GWB each &de w/ sound batt insulation, at his option. Ail walls to extend full height of the shaft. Brace of floor and roof framing ABBREVIATIONS SYMBOLS CC41E DATA: location: Code: Zoning: Seismic Zone: Construction Type: Occupancy: Site Area: Allowable Building Floor Area: Actual Building Floor Arne: Tukwila. Washington UBC. 1985 Edition Allowable Building Height: 3 ll N. Sprinklered B -7 573.486 S.F. Building 7. 96.000 S.F. Building 8. 96.000 S.F. Building 9. 84.000 S.F. Building 10. 96.0110 S.F. Building 7. 66.270 S.F. Building 8. `2.003 5.F. Building 9. 52.003 S.F. Building 10. 52.003 S.F. Zoning - 115' BBC. T1 -N - 55' Shoreline - 35' (within 100' of mean high water mark) Actual Bnilding Height: Coverage: Parking Reocired: Parking Provided: 30' 38.81 Gross 19,12 Footprint 556 Stalls (1 per 400 S.F.) 882 Stalls (1 par 252 S.F.) 602 Standard (681) 268 Compact (302) 12 Handicap (22) Undscspe Area: :117,000 S.F. 1. All materials and workmanship shall conform to the 1985 Uniform Building, Mechanical and Electrical Codes and local codes. 2. Typical details shall apply where no specific details are given. 3. The Contractor shall verify all dimensions, elevations and conditions prior to construction. 4. All dimensions are to take precedence over scale shown on plans. elevations, sections and details. 5. All exit doors are to be operable from inside building without keys or special knowledge. 6. Owner and Contractor to determine extent of tenant improvement work as related to shell construction where not specifically defined on Drawings. 7. In wood frame or combustible construction, provide firestopping and draftstopping to cut off all concealed draft openings per UBC Section 2516(f). 8. Fire extinguishers shall be provided per NFPA 010 and local amendments. 9. Provide one lock box at each building as provided by or required by applicable codes, ordinances or regulations of governing a hor' Q. N •^. LJ ..is►t +.ir LIQKI - eeltaFe RrI e:) J5a ���... 1= arm -RErA G�►NT` TKEobo PER udG GrANC)&IRO Vii. +1. -1 TRASH ENCL. REVEALS HANDICAP SIGN CODE DATA GEh! NOTES CONC. PANEL, PAINT PER SPEC. 3 "x3 1/2 "x1/4" GALV. STEEL ANGLE TO MATCH FULL GATE HEIGHT, 1/2" NELSO:4 STUDS WELDED AT 1' -o" O.C., PAINT TO MATCH CONCRETE WALLS. r- CONC. PANEL A -1 Project Data Owner: --' 3 1/2 "x3 1/2 "x1 /4" GALV. STEEL ANGLE FRAME ALL AROUND, PAINT TO :HATCH METAL PANEL 3/8 "x2" CROSS BAR STIFFENER WELDED TO STEEL ANGLE FRAME. 1-GALV. METAL PANELS, VULCRAFT TYPE 3N, 3" DEEP, 18 GA., OR EQUAL., PAINT PER SPECS. 4 "x8 °x3 /8" STEEL PLATE W/ HOLES FOR CANE BOLTS EMBED IN CONC. SLAB WITH STUDS. Kaiser Gateway Associates c/o Bedford Properties 12886 interurban Avenue South Seattle, Washington 98168 (206) 248 -7318 4' -0" MADE CONC. SIDEWALK (TYP.) SEE SITE PLAN. CONC. SLAB A.C. PAVING CANE BOLTS AT LOWER FRAME, � SECURE TO 1/4" PLATE TO ANGLE FRAME. _ HEAVY DUTY HINGES, 1 1/2" PAIR PER DOOR, STANLEY # BB 601 -8 ", OR EQUAL, WELD TO STEEL ANGLES. TRASH JAMB DETAIL CONC, CURB AT LANDSCAPING STRIP, SEE SITE PLAN. 4" THICK CONC. SLAB - EXTEND TO ASPHALT CONC. PAVING, MATCH ELEVATION. e; STEEL PLATE W/ HOLES FOR CANE BOLTS, EMBED iN CONC. SLAB. TOP OF CONC. PANEL BEYOND Architect: Structural Engineer: Civil Encineer: Landscape Architect: Soils Engr,ieer: LPN Architects & Planners 112/ Pine Street, Suite 300 Seattle, Washington 98101 (206) 583-8030 Engineers Northwest 6869 Woodlawn Avenue NE Seattle, Washington 98115 (206) 525• -7560 Wilsey & Ham 1980 112th Avenue NE, Suite 20 Bellevue, Washington 98004 (206) 454 -3250 A -2 Site Plan A -3 1st Floor Plana Building 7 A -4 2nd Floor Plan. Building 7 A -5 1st Floor Plan. Buildings 8. 9, & 10 A -6 2nd Floor Plan, Buildings 8, 9, & 10 A -7 Elevations. Building 7 A -8 Elevations, Buildings 8, 9. & 10 A -9 Building Sections /Details A -10 Roof Plans /Details A -11 Vertical Wall Sections A -12 Stairs, Core Plan, Building 7 /Details A -13 Stairs, Core Plan, Buildings 8, 9 & 10 /Details A -14 Restroom Elevations /Door & Room Schedule /Details A -15 Details Wilsey & Ham 1980 112th Avenue NE, Suite 200 Bellevue, Washington 98004 (206) 454 -3250 3 1/2"x3 1/2"x1/4" GAL J. STEEL ANGLE FRAME ALL AROUND, PAINT TO MATCH METAL PANEL a DEEP, 18 GA. GALV. METAL PANELS, WELDED TO STEEL ANGLE FRAME S WELD 1/2" DIA. BAR ON ANGLE FOR CANE BOLT REST CONC. PANELS, PAINT PER SPEC. (TrP.) STEEL ANGLE FRAME, GRIND WELD JOINT SMOOTH 3/8" x 2" STEEL STIFFENER BAR Dames & Moore Northgate Executive Center 155 NE 100th Street. Suite 500 P.O. Box 75981 Seattle, Washington 98125 (206) 523 -0560 Mechanical Engineer: Electric)' engineer: Bid Design Bid Design S -1 Foundation Plan, Building 7 S -2 2nd Floor Plan, Building 1 S -3 Roof Plan, Bui'idtng 7 5 -4 Foundation Plan, Building 8. 9 Z. 10 S -5 2nd Floor Plan, Buildings 8, 9 & 10 5 -6 roof Plan, Buildings 8, 9 & 10 S -7 Foundation Sections /General Notes S -8 2nd Floor Sections 5 -9 2nd Floor Sections S -10 2nd Floor Sections S -11 Roof Sections S -12 Roof sections S -13 Precast Wall Elevations 5 -14 Precast Wall Elevations S -15 Precast Wall Elevations S -16 Precast Wall Elevations S -17 Precast Wall Elevations S -18 Precast Wall Connections cITY OF TiJhwlLA APPROVED MAY-1 1988 l.M L 3/8 "x2" STEEL STIFFENER BAR WELDED TO ANGLE FRAME PLAN REVIEW FOR COMPLIANCE y4Rll THE FOLLOWING ORDINANCES ONLY 1 y; • .5 3 EMBEDDED STEEL PLATE W/ HOLES FOR CANE BOLTS NOTE: SEE STRUCT"L DINGS FOR CONC. WALLS DETAILS. 1—STEEL PLATE W/ HOLES FCR CANE BOLTS EMBED IN CONC. SLAB. TOP OF CONC. FLOOR SLAB & A.C. PAVING SUELICCT TO IN(ERPPETAPONS CF THE t.UTH::RI1V LFRORS, oW;SSION;; ; .I .L) lNCC l.S!F1 ENCiES. DATE IN ,-sSZ SY DA.TE OUT %:: -k) ir:isiihi l o". LO:.i.LVO, INC. TRASH DOOR SECTION CONSULTANTS SOS NO187010 DATE t DRAWN r FAO_ CHECK I PM SHEET NO OF 1111111IIIIi1; 1111;' 1Il 1!li!111,1111!11111111111111 i1111!!i1 2 �t . I11I+jI11111111111y111I1Ili1ll1 1 11111 111111 11 11111 11iHIIII;I >- ..,..... .. 7 ., .... 9 i;ll!�ii!�III�IIIiIIII!� 11 "/fn.".lu,,,rv' 12 *"2 +�, site plan first floor plan • a i . 4 • fix... 71•VA4,44.4 • 201-4 TENANT AREA TELE. CLOSET 6s-' (di Open to Below 6 ®u 30?` o' " • • 4, tY • • _ 1 4• c.AE iNarb To plwv. v , IN AL -D .. A .a. \/f 'R •Ji OF' Aov +i -tl,� 41.rTH0$2.JTY P,Ll. t•T1�.g.10R P►M 6iON.5 AIM rOkt...e. PRAMINA UNL - b O'i"He.P 4%4 NOT-eV. CITY OF TtJ{MU1 APPROVED fAY Jl 138P }�I1( tlj • A • 1. A 4. • r Cy o. " I SA: ..i4 . " 44 40 i:'Y Oi0M ,a,.. d1* R +%kt'iR.'L, . . is ✓- .. - w .:JA1- .r,.r:R.. W.::JWwwaNAf tii.� . .�1•�+M. ii .. • Aritik • 111!111!11111 '!I;f!I II II IjIII IIIlijI 1I1, 11,lii 111111 1111111111111111111111111 1.111i1111111111111111 + n '4:1• 'Yip L ... • "'Pt • r/ f• R#'1 -. frk -4, • Iw.sD.(i. mouorso hwiober PROPOSED CORRIDOR ELEV iO(a TELE. ?CLOSET I TEN INT AREA • • 0 1 0 0 1 I 1 0 1 •SNN .Icy. TELE. CLOSET A-11 6 5`f 11I1I111 O11. 111'• IN( .. !Hilt ;';II!��'Il; ? i!; Il 1�1�111 !t�I;I�I�I�IIlll�l�l;lliii�ll 2 ,....•,1..,nn. II I11111111111y:1111,11i11111111T111 5 6 7 11 111111 I;IIiH11111I 1 I 8 9 Nar: v-ifte4-ir7 . .*-E -T.' TO [Ulw",• pR /iI2 V .-buN, e JILD IN QGGGRVAN(..• Wf p QtMzar -1 -MT DF GOVeg.NIr\1.!.1 A\141HDR -ITY M.,l. (NT -MOR 121MlE.''-4 0Nb ARO- rC F-AGe. O F- r-r ,1!Nt. UNt b CrrHr.. -wA r-leitM2 rx..4pQ L511 5:, L,L e ' PRovicero W/ 4.ks per uI . c . a3Gg.. t �-�, A►-r earsiot ; 11 RA* PROJECT NORTH ` REGISTERED 1 1 ARCHITLGT ROYCE A. OEM STATE OF WASI;iiiGTON (It Joe NOIS7016 DATE tat FLOOD PLAN ELD(i5. 8 9 & 10 lit 111111111111111 111! '111111111111111111 10 11 MM i'1(4 UMAele 12 4 • w . • o 4 t •1 1 e. , • • .1 1 .-r-fte ^-1* 1" • • ' • 1 • o• • 1 • • a '9 :OUcJl4 ••••■••••••■•• • 11 ts1-0•0 140* -oil oar-71-4c: I .0,1`-cou CITY OF rUvq APPRQVED -MAY 9 1988 AS tOiiO INJDTM: F-IReriobe- -ro Fir-ovipp P pr--bON, 1.4-1, IN AV-011r42ANC.&. I/ lel-0.426107,r—mr-N-re CAA/t423:111s-el 1_Y NT Plrir-11/41--NOT4t) AP-a- -a? FoNc.-el or- rIZA,411NCI Nore.42 ROYCE A. BERG STATE OF WASHINGTON PROJECT NORTH '•• 2nd FLOOR PLAN BOGS. 8 9 St 10 1% 11111111111111111W IIMIIH1,11,1111111111111111111;1111it 1H1 'J11111111111 111111111111111111111111111j111111111111111111111111111 HillIfiiIIIII111111111111i1TM11111111,11111 11 ifs /41. 11.1( 0 ( 11 4071 Art&L . • " e - .L.rt••,'" ' 4 kaiser gateway associates elevations A • 4 ' NE EMI IN9 ••■ HIM ? 3) (Dt Tr= IPS. gala pokraokplifir *•. 2 WO 1 PEIIIPIRMIEMMMCIENNIMPIE e,,ef 1.°;,.4:261Plab CA -4, BEENVIRM 13120163212 termaimuni EtNeTri eleft•FosA ACrOb■it'.141" 16U1 LONG, DIL:T" UtioCeskiC, AtepietZsivaC12.7. LOOR PC, FL, SOUTHEAST ELEVATION BLDG& 8,9,00 1 :74 it,4!„,,,.46#4"47,04514 . . .,.. ..:' , ... (... 'n. -1--,. 1 .... ,, . - • . , . 40 ,.....„. - -r..,•,,- r' ...,..,,-?•',;?' r■C' . r,,,, , •••ii,......„....1. :....S/ ' C . . ' '.... `....t. ... - i 1 i -' • .; :1`••• ' r• • t .... ,..: , ' ,.. F.- yt. — ■-46534..fr , •••• o -is". r _ , ......-714- -- ..,;•. - ... ' ' '• '' t . t4,, . :!!:!...• . 3, .!..,. .Z47-#4, , • ., .._,... .." .,•!.!!!, !,.-.-_,-. itlar•Ot g• . ' . 7.. ' :. :. • j: ..g s n .... ,!!.-..,,,..., .y. -• , .,:4't.,----. go ( rt.' . - , -. ..,..--,t,i.! , . i. '. s '•., .■- -- k, , k .. ei '...IA i." I. ........... ,f;.:.' ., ,, . :140,1 S i,.....,,,• ,. : '',' Dv. 1. CITY OF lUWILA APPROVED MAY2) 1r3 -Tr..- --- ,x 1, y1/1 , ELEVATIONS' BLDGS.' 8, 9, & 10 1.„ ROYCE A. STATE OF VIAS:;":" _lAt • -62404Nis. 2 /1 5 6 7 8 9 1 0 11 um, f 2 ,„,,::„POTE: If the microfilmed clocumen;: is less clear than this fr io..11,1, 1 • NORTHWEST ELEVAT1OPt±BLDGS , 8.8400 . A . . sr. • ...:44.101 • .; • .II■kkeSi.i • : ,rtzsmoc4.1.. N, sr, oNNINot•NN■re. -ON.No*, . WIY.11401r.zraftorm.. • „ 4:- �- 1/4.1 EGA.1, Acx)ra Slope # °Prig roor i 5E. E facvPd PLAN �1 • . IM r'— X\ \,; 1'- i __A:A. r 1 1 ? • ::. 5u5FPN :ED A. G.7' _ ? fl G.'� N4 - • —III•" f'7F..L < PJJ 5T1 L r 1 r \ -- euSPE.N4) A <, T ( ' 4" c ot-k, £7Tta L.-14-7r ! . ..d D Lor-46irLiG,It4t-L.. Pole- - e, q ; AN6) JO LONGITUDINAL BLDG. 7 - SECTION G r I 0 f ..• 9 ■ TRANSVERSE BLDG. 7 - SECTION TRANSVERSE BLDG. 8, 9, & 10 - SECTION NO DESCRIPTION DATE ' 4APEP• .o PLAN-1 fcota 'fl rref, -A4407. of t1. Ae? d 4H p E, �t�gNC' !,� oyez Ir i. L. (-TAR) D 2659 kEGISTERFO Afier1UEGT RsYCE A. BERG STATE OF WA 'WiGTON MAR i 6 1986 WINDOW SILL AT FLOOR . .- .41n._./.14M_4 .... '- ewa ^,y�ww .- ••..', '.0 r • /+"n..••••, r. A' ../.irks, •S'411M.% t .n..-. .. i 11111111 111111111 1111111111111i111 111, 1111,1 1l01w Imi;liI1111j1IiiiiiHill1 _5 6 7 8 a to PARTIAI. WALL, SECTION } 'I NII1f ... .f •44N0 12 .•. �'+ns A. a.m'MC- "- ;... CHECK : PM RP'Swgy. _. 1.■• %..1,••■ 30' - ••=.1■11* •■••••■■•• •••••••■••11* 4.•■••■•■• ■••••1•9110.0 ••■•••••• OIMIIMM• 4242 N L e -(19 , e Li.?Liveaao kii€444 r.c.paes+J 61.149e•.1060 F-1.1G34,44 tvlfac.44 N1 ¶5 -7) ft rt-- (.-ive.teftav) ctzmeri ,/4 -"! a LiJ et- x ROOF MEMBRANE & BASE < 1 FLASHING SYSTEM, ROOF HEIGHT VARIES PER SLOPE. 0 co VERIFY MAX. HEIGHT < tx ALLOWED PER MFG. 3/4. CHAMFER (TYP.) FULL ELASTOMERIC CALK OR OTHER TYPE PER REGLET MANUFACTURER'S SPEC. FRY "SPRINGLOCK" TYPE SM SURFACE MOUNTED FLASHING SYSTEM- 26GA. GALV. STEEL APPLY PER MFG. SPEC., PAINT PER SPEC. TO MATCH CONC. WALL COLOR CONTINUOUS CALK AT TOP OF BASE/WALL FLASHING SHEET FOR TEMPORARY WATER SEAL. CONTINUOUS CALK AT TOP OF BASE/ WALL FLASHING SHEET FOR TEMPORARY WATER SEAL FIBER BOARD TAPERED EDGES ROOF DRAIN & OVERFL OW PIPES 4' - 0"x4' - 0" ROOF SUMP RECESS \BUILT UP ROOF OVER 4# LEAD PAN & 2. RIGID INSUL. 41-0. 1 0" 11-6" 0 1 • „..,..., ,, ,,_ ITT • ......., ......nowatIM 1 -1V.'< - ; T 1 " j. PRESSURE TREATED WOOD CANT & INSUL. BLOCKING. RIGID INSULATION R-30 PER SPEC. r-xr. Je.-11Q-T- 1 tt 1 . ..3/•:;.. a a • ■•••■■••11. 0111•••■ .1•••••••••• 011■12■11M N•v,/ 0 - 4 •••••■••••••11 101.1.01Mer •••••••■■•••.• 0■••■•■••• LEAD SLEEVE WITH FLANGE SET !N FLASHING CEMENT. - s--KP t‘ir -5- -•1 27- LNEOPRENE EXPANSION JOINT - BLOCK AS REVD FOR CLAMP METAL DECKING NOTES: SEE ROOF PLAN FOR ROOF SUMP LOCATIONS, SEE STRUCT'L DRAWINGS & DETAILS FOR CONC. WALL PP NELS. - PIPES CONCEALED IN STUD WALLS ( TYP. ) CONCRETE FLOOR SLAB (FIRST FLOOR) SEE STRUCT. DRAWING. , 0 3 -0 CAULK AROUND DRAIN PIPE PEN(TRATION. ' 11 21s■ -(p Ice, D. 4 oveizrtow Floa. N-4 (.71-E.."-`- PROVIDE CLEAN-OUT 0 GRADE & EXTEND DRAIN PIPE TO STOF9A SEWER, SEE CIVIL DRAWING FOR STORM SEWER LOCATIONS. NOTE: REFER TO ROOF PLAN FOR PIPE SIZES. Ove.Rf-Low ROOF PLAN BLDG. 7 r, (1) 3 ' 3" q / WIN/MO IIMMINIM MEM.. N e,1/21:4' e..C2 .110.110 11101111M11111, •011•11111/Ve 1.511•111•1. I R.2.4 avrtg.K.ow .D. Illetals. wallow 2-41 41- I II at, NOTES: VERIFY IN FIELD, ROOF HATCH TO BE LOCATED BETWEEN ROOF FRAMING MEMBERS. PRESSURE TREATED WOOD CANT, AROUND CURB 31-0" x 2'-6 ALUM. ROOF HATCH I ASSEMBLY - SEE SPEC. LADDER ENCLOSURE EXTEND TO CEILING BELOW-) F. 0 r< t7o15. 1 UIJIT r L E. 1' -6" WIDE STEEL LADDER. 3/8" x 2 1 /2" SIDE RAILS W/ 3/4. DIA RUNGS 0 12N O.C. SUPPORT RAILS • a'-er 0.C. PAINT PER SPEC. 31_0• e-ive..4ar..r Lc:A,/ Hile4C 124 1.-Nkfc:LD k4E:C.4 c--:J cpUc0PE-Na DO•) F-FiCAA Mai-4 /' 171- -.2: ••••■•••1111 I 11 < \- toor R. • 4 1 :1 OV-j - .!„) saw. ems. 1001•MINI. .1111110•11. 112111111A111, r-0 C--4F-4•1 1-.1 Is PER OSHA REQUIREMENTS N-3" LADDER ENCLOSURE PER OSHA REQUIREMENTS SOUND ATTENUATION INSUL. IN 1 -HR. WALL. ONLY. to 2.cp - 10 0 zt„ b. rAfe..z.ltri_ow r 7' 5/8• GW8 OVER M TL. STUD, (TYPE 'X' IN 1-HR. CONST. WALL WEN SOUND ATTEN- UATION INSUL, SEE FLOOR PLAN.) WOOD BLOCKING ‘•;1.6 ts..i e (IsALL- 61-4}.71NAb) • AL Z.C)OF- ,5[404N AR 1-O -1-Z.)F7 4•,•:-)P TOP (fs- (1 it.-4.JLA-710N-1) • "re,P 1=7/.4246.4-T ffzutvArior-, d • Gr.....-N4ir..424•1- 61,...0p,5.- or- 12.ror re, )4" P"E.42.. F--w•r" • "7(., e;?.t. rZEI ..(-*E. "re AN Y 6E-00r.- •AW- Gr.-• '12.00P- re-N-ID.7-17,ArCJAt OC. 12-t-teAL,IN4e4 1,E) rt.Y k-ccr 691r,AIN 4.-)64-eritiL.fir - (44 • ?i• ep /.=-41z.ffr-P, '‘.er:1)/2 bF- .• 2/I: J, N.4Ay. 4" 4) FA-Ait'A 11 COY OF 1.0iiLit. APPROVED 2-) 198.18 2N :4; ROYCE A. BERG STATE OF WASHINGTON sr-gr-r&s---wc, DTh ;e- (x-.)k.i.11-_,Arp, F-4_412- 4 r2ere... P-t.)1LM e.Des.".P. .roP UNITS 527 NORTH: r‘)..0 1983 ,r r7t, -2 If „ t , I ; 2 I 1 1 11 I 1 I 1 I 1 I 1 ! 1 1 I 1 I 111 I 1 I 1 1 1 1 /I 1 1111111111111 441. • •,..,Z; •%^•• .ROOF PLAN BLDG% 9,1& 10 X'S NO'87010 DATE isl•wegi DRAWN g C.;b. CHECK g . , , V .....,....,6.474,1611nrilitt)6.169~11MmunatioalAtItYlVar.stommorolt.r5V.TANtOiroy.,,,.. - - 4111111,14Pte*I.44,0e.k.....: -h..44....1,1%1ItiMPKIWZ.00/-2'/...-..... .0”. • 1111 1 1111111111111111111111111111111111 HIHII1 1 11111111111111111w1111.1111111111111H 6 8 9 10 11 umq P1 r lMM 12 IMIIIIIIMINEMEMINISIMNINIIIIIIIIIIIMEMENIMINNIMISEIMITIMINI11111111111111NERMINIMMENIMIMEMEMINENIMMININNOMMI Q-,67) leoUI -u1' fAcoP Mme° ,o f'ILri I1.JBUL -. I _ M-�- L y�.Grt A-10 riel7 uIL.T-uk !X'- 7— Z i� MTi.. DE -.}a. U I LT U F.) (�G 4=- P -;30 iNCUL . i 31' MT L ,rGpc. 0 r J L t-~}. •/1 PSI FRA.I.A I Ill,. 'e F2-% • I W/ VApOKZ �LrZI- r _ ..r ri" 2. - f ^1 r C L.fr1z a >1,-J /4 =4:2 1 &: AaLUM. GTCAVL. , ,tyKeifb , ILL TGO MATCH MU Lt- l . fkifa /e2 )/z " MrL c,-ruo e 21-011 I1 /Q- I I I +IStJI TOr-i WrTF-f \4 r S L .cIe Cor iG OVER III rir_1rEn 61.-".s6 Ty p). U.v.14 10 3410 C ih..J P6.$ 5T Ft UGT NATI. , b Pe R UGC`, t(1 O N 41 - AN OC> Al.,.J1-1 TO �I c JOB c. T, p TILT i Q G T 1\i' ? 1i reap Ur �T•� C�i LAS TIL ITEM UL_ G�N 1 ���, cam► L711.2.9. — - \vVP. Lt. eyc71 eA F r , KA % c-r- ePu i L.O i ► - a) TILT U -' w/ w e;IFZ#4-4W, -rG MpsTt. 4 M U L L. 10.11Ki . 7Yp, J. O ►�I c�,i L.L. T© Mr's' i�.H M UL.UG►..I . ,. U •G). ►.i 1" A F`f' " GW e'. 0;i MTL. 4.7 uC 21 -CII i,G Tyr U.o.H uee? z e 't" gip. GC�1�►G �iL.1�► P -F ".NO -•t. Gl.c - HAT �Tiz�NGoT�'t .1-1 (i -GENT GLA L c,,,L,aace) periQ Carla uC0T. 11,1(.01- - WALK 4 • ,. MONO 0111•■•■•111.1111114011, r2 7 • CAP. t.....1-/242:-/' V pc'P. i eP P- i F-4 fi,rt•'T' 1a P•t6 i. F are I ME IJ 3Li L- . 1`.1 •r"i 1 ! ieg 5o1;.,.) R.t.170(.y FocTr I r.1 FP I-- Nt.e.17 iI!({I C.�• p I Ls�►�� i?.K w/ VA.Q. e A F I Gc' L% 0.-r- -e 1 14::• parFaikAsierms I►,,Ic>�t��... 12t.9047 ;Few r`ir.et r? G�tiG 71 wcs Asia T *v. 41Prly� G,-1 L.1.4)021, W/ `/,�14! ri �_.� 1111 1►! ear 0;4Fa 1 " >" v 6a!' L ' Rter I tz-e IctiG' 0 , I NhErTfa, VERTICAL WALL SECTIONS 2659 REGISTERED CI ITLCT ►IikL o g *ILI rile f::te SOIL'S I21_F?o1?.T IF' Neave.x2 CNC p =ig 1 CITY u: Tiiiti, v'iLA APPROVED MAY 2 V. AT B STATE OF i�,1JB MAR 1 6 1988 VERTICAL WALL SECTION AT WINDOW WALL VERTdCAL.WALL SECTION AT PANEL 11111 0 11111j1111i11i11111111111111i1111N1HIlI 1 11111 T 11 !11111111111111'1 7 8 9 1() 11 Mho4. -4-- 12 -7 n JOB NQ= 87016 DATE =3.7 DRAWN = PAU. CHECK = Pm. :..e,.°,r".,' ,.::: SHEET N9 Q: 2 I" 4-- It,' �r 4-- I I , z. - ,r CNIC- 1 rlA'.--IT T NANT c.AreP — H( AGC.E.�:�."�LE \\41-.R. us/Az 9 AV e- _ TYP. _-- - - -- . _ 2 x 2 C,> RAMIG, FLOOR. r'L� ‘.-0,1_ 46F4 eye TILT- ur SH Iz I •I_ 1 Hod KAMP - -fir, LUrZi1AN \, /GURTSAN ROt7 A130v. REFLECTED LOBBY CL� PLAN BLDG . 7 T4A �RCv�D� UI. -OGKI 11\bl -ALL rz t ? 120‘,"/N Ir ► 1! V cO r t1 14'x �z LoG WAT Ii00KE-a 1 CARP -r c.Ag r e. 1 I L.- .r' LOBBY [ 177 T .NANT I I /..1 rrP TYP 5 -� 4 -Id' 3 -d A- ►Oil 512' 2(>; --- I I'• M Fyn CD —' 4 4(eZ • 54, 6 Jt ? FA, 11 'I Ix' OAK •A:bE. lye rim_ RAIL- PAINT (rrF) IM , MOP SINK pe.g. cd STAIR SECTION / GUARDRAIL ELEV: BLDG. 7 STAIR BLDC. 7 A -12 Open to below 2- x �tl� riLe LOBBY I EGISTFRED Rl;EitlLi:i r 3' J l l D I r' f 1 1ST FLOOR LOBBY ELEV. BLDG. 7 IIIIIII!IIII;1111!HII!IHIIIII II111IIIII11!11111 11 I;;I11 1111 11111 !111 !I!,!I11!I!IIIII! III! 1! 1i1II11i1!I!Iii 11111 I y 111 11111 ENLARGED CORE PLAN 2nd : FLOOR EIL,DC,.T 1111111111111! II111 � � °PRI Aft • 1-.911-0 1-12.7 ,,-t.,2 . 1 '0..i. <1: 2 - Iiiii, 4--' - 1 1 " ct 0 M 1 r- 1 1 i Avir.41,4r4orAdr.r.orArAv.....r1 — _ Thr" • 'co, / \ 1— El -4AN4 - > KT • 'v./AT eg, ;to _9 v \ TANT L cOr--F-17 AeiO4.1 TYP LA 2. F-100 REFLECTED LOBBY MG. PLAN BLDG. 8 9 & 10 Open to above 1 1 L.JF:a..."c tviOUNITSD 1 NITRY tv1A47- LOBBY A- 15 0 t -3. 1-3 i.E.Q,PQJT,-19FPP,E0,, II_ t1.4_ -1) L Ten &wet) - -4- UM • 11? M r log- 4' •-■-• ;,.ct;17,-`7. ' ENLARGED CORE PLAN 1 st FLOOR BLDG& 8.9 & 10 41111111111111116d — - - - — - 1 )e '4? Fah. -4;akit,17 (r.(g) 111111111111111111111•111101111111EW STAIR SECTION/GUARDRAIL ELEV, BLDGS 8191&10 tc1,41c,'c7rze,C;I --\ 11 '1 11' II 2-: 1 NO • DESCRIPTION DATE DE-40r,fLAwilrr 3-4/-86 4. -rrINAN-r "Mi•-u14\47 2- r---r)Le cAgpe-_-r_> , cAgpe. •< \\\ \ Q.2) I Hc-e 6.170L-aft- - kor.dr.Arir.ir/...07.-wowirr.rowir.drArAp-.4 LOBBY Open to below GetzAmib..\ -r-La ir fte7o4r,\ Tyr \\ STAIRS, CORE PLAN & 13. LDGS. 8,98E10 PrCF err( }ILA —... 0.,..%4 ftt .■••,4110.1.1"1V•114.2,r, ya, 11"2. AI% 11111111TIIMMTHIWIIIIIIIIIIIIHITHIWHITH111111111111111111111 111111111111111111111 ENLARGED ORE PLAN 2nd FLOOR BLDG& 89 & 10 MAR 1 6 Re CONC. OVER 1-1/2" M TL DECK. PER STRUCT, 3/4" FURRING CHANNEL 3/4" FURRING CHANNEL CONC. SHEAR WALL PER STRUCT. 5/8" G.W.B. TYPE "X" AT 1 —HR. RATED CORR. WALL CONSTRUCTION (TYP) W36X150 PER STRUCT. 3-1/2" MTL. STUD (TYP. 16 GA. FOR WELDING OR BRACE AT BOTTOM. 1 2" ,- 2x6 RED OAK HANDRAIL, EASE EDGES & ROUT FINGER GRIP AS SHOWN. STAIN & SEAL PER SPEC. 1" DIA. POLISHED CHROME TUBE SPACER. ROUT WOOD TO SLIGHT!. RECESS TUBE. 1/4" DIA. X 5 1/2" LAG BOLT & PLUG TO MATCH WOOD. SPACE AT MAX. 3' -0" O.C. CONC. WALL PER STRUCT. SEE FLR. PLAN 5/8" G.W.B. TYPE "X ". 3 1/2" STUD FRAMING 1X3 RED OAK BASE EASE EDGE. CARPET OVER CONC. PAN THREAD, AND STRINGER - 8 "x8" STEEL COLUMN PER STRUCT. DRAWING 5/8" G.W.B: 5X5 COLUMN BEYOND PER STRUCT. SUSPENDED A.C.T. 1x4 CONTINOUS RED OAK TRIM, EASE EDGES. STAIN AND SEAL PER SPEC. 3/4" WOOD BLOCKING 5/8" TYPE 'X' G.W.B. 2" CONC. PAN THREAD STEEL STRINGER, PER SPEC. AND STRUCT. DRAWINGS. COLUMN AT EQUIP. ROOM 3 1/2" MIL STUDS 5/8" 'TYPE X' G.W.B. TYP. (3/4" FURRING CHANNELS, TYP. �— CONC. SHEAR WALL, PER STRUCT. PLAN SEC. AT LOBBY LOBBY SEC. BLDG. 7 EISMIC BRACING AT A.C.T HANDRAIL -- w W.. s I7 P 'UG•T — �k'! MT ... G,TUQ✓ I ►.a (or.. F- F4 W L4IL G- JO ;,51 E �T # 7 TOM tinter 'ThbT iauletz w G>'W!� GeoL.1 1ki CooUt,IDTi tvie.It4 F uric -le 3/4" x 6 1/4" RED OAK CAP GLUED TO 3/4" x 4 3/4" RED OAK, EASE EDGES, STAIN AND SEAL PER SPEC. 1x3 RED OAK BASE CARPET OVER CONC. PAN THREADS, RISERS AND STEEL TUBE SUPPORT. STRINGER CHANNEL. 1x4 RED OAK, EASE EDGES, STAIN AND SEAL PER SPEC. --- 5/8" G.W.B. 3 1/2" MR. STUDS (TYP.) 111x2.0 1i14'l..- rRAMlt -tG — /T x 'f __._ - ENTiIze 4")e- I kiGTA LLE-O PER LJi STD. 41. I & 1 G NAPT 47 U P>c FOR NOTES & DIMENSIONS OF WOOD RAILING REFER TO DETAIL 4 2X4 WOOD BLOCKING. NOTE: SEE SPEC. AND STRUCT. DWGS. FOR CHANNEL SIZES OF STRINGER AND LANDING. SOFFIT SEC. BLDGS.8,9,10 LOBBY SEC. BLDGS. 7,8,9,1 GUARDRAIL STAIR SECTION 3" -- 20 GAUGE "J" RUNNER 1/2" TEK SCREWS AT 6" 0.C. STAGGERED 1" LINER ATTACHED TO "J" W1TH 1 5/8" TYPE "S" SCREWS AT 12" O.C. A.C.T., PER FINISH SCHEDULE. 2 LAYER 5/8" TYPE "X" GWB 1 5/8" TYPE "S" SCREW AT 12" O.C. 1" TYPE "S" SCREW AT 12" O.C. a.. "x 1r1M'. At i,.!5 SOFFIT SEC. BLDG. 7 ELEVATOR JAMB NO DESCRIPTION DATE 1" LINER ATTACHED TO "J" W/ 1 5/8" TYPE "S" SCREWS AT 12" O.C. 2 HR. RATED WALL EXIT STAIR ELAVATION EXIT STAIR 1ST FLOOR 3 1/2" 4' -0 3 2nd Floor Corridor PLAN SEC. AT LOBBY x �! 'I HR. CONST. SHAFT ENCL 17 Ket7 4 TRINE WALL etvem N4 I y -ru c.-rE L GwE. - tbl J-r. . f;llul111111l - MUUt4T TO ah.I7 GeILINa 1 I44i.t.5 w ti A444. reANT047 MCix, r.uP4 TIG F 8E L4 tN F :7 MMES} -t Old? d? PoulI-1 41-It2 'Its Mlr raL. tPAZOK- L64 1 'LT roorl DUTI t GAS 1"X ‘r .' ReP a, I Xq Ku? De,:. 1Kl M a:L�ILr�grs! ' rT Y C., F %v.; JOB NO: 87016 SHEET NO OF 5 : `I C,VYE?? -9A10T, ELEV.CAB REFLCLG.PLAN ELEV. CAB WALL SEA • di 4111, A", TRIM AT LOBBY X11 11111111111II,I11111111 11101111i I GUARDRAIL / HANDRAIL EXIT STAIR 2ND FLOOR • A4r...4,.:1$41..1540/ 4061101041114. NANOU 1.1 z) , .3'- 7"3/4-" T C)" Z-6 21-6" , - II Pg. a g .0 F.7,1 P./3,0 XS.C) in! (5) .3s - C.)" 1 3C-3'. C.)" (I) r S• . • - . • • - • • - - • •• C' C CD ". 3 " C)" fig 13 • 0 x O. 7 .01•1■Mlahla - CD" 3.a'- " r- 13.0 x o F-1 FA] a.7.7_44.7 ZI 0 8 - 7C) 7:9 L._ Co " /---7 IN C.) (- co ' - ) ye_ F-- r- 1P-. 51- . 1. A Ab ("DV /,...// /2, w iz c,./. //\/7--C.5acr-/cDN/ OPVC, c), ,,t3LocIA,5 <DA 7-(//,-/- CD' = re. e VAT- /ON/ , 8 • C) c7") - *co 7-c._);7--Ac._ CO Co `g 1-1 I tV • L. X\ C) " • gabs■Jow• .3Loc4/5 oeP97-4 F 13. c.) . cp - nic-.)7st • 1:-)4.4/4 "e FoR FOOTIA-1C7 C).EPTI-4 C. 0 r F - # 7__c 7A c_ Cso co" c'e , /-11.04 z ,3 1- c-.) RE/\i# • •54.--A)kb r-1/13 - /DE F' 1' PLAN/ /1-5" . I. ''"/ • -71 ie '.o 3 _ 0 ) .1111■11•11•M / S . , 0 ( c,' " ) LT :9 1 9 U in. 7 0 ; 6 . N H-7 Flos+ K- •F +.0 H-7 /-3- 7 /5.0 1.0 0 14: rYP. A-7 -TY/7 C COLS. - et. CD (- 3 - c") P/.._,47/1 G •7 Pt . (-3 " ") F/S•c) .36.4o c:01-6)") 0 03 o )( 4 T5, COL. FlIxo F-4.0 (-2'-9") 0 \ A \ izo 4: T 4:0 $ 40 (do 14 •5. COL.. Ii 9 • 7 0 (1%; f31 04 1 1)7 0% e ri- • /' L / a 0 e F11 s -z•- . \45* ,>\\(/1 0/ /11/ any 4e- co 0 co"1 Oor. G c/-je 7-of' *co /2"c /c-Dr. , tit 5 /6"% TOP 1-./ • e (o" ¶ Abcz)r. , it 56 Tc.-)f= S. /, /5 1- CD " -H J A/1/4./ "A" t /S. C) A ..3e• (7) MAXIMUM SPACING & LOCATION PER FDN. PLAN /„3.0 x 8.o 5. /o") E-7 r . 2' lc)" ) . 46e /c.-3"2. 601; oeoe /11."2. TvF. 4ta d' /Oat 8077 AZ 5e 74t7oP •e /0111 807; -*Se 7"Oc. •-0F' *& a 10"t xtepe /2"c -roP NOT: F-0o-r/i.J4 To Be. DeZP 4;5 E5o7: .*51! . /2."I TOP P4._,A/V /5 vrp x 38-0" PLAIN BAR 0 24"0/: CUT ONE END W/O MARE 4: GREASE SAME END R PR P LA4 • CONSTRUCTION JOINT (C .J. SHRINKAGE JOINT S f 1.0 e - " ) :3 65. c.o 6 04 (- 2 ' ") \5:1) 3 rocD7-11\/G SCI-/W3Ch_.C. t--mieK r,..,.. 'OC_.V-INIG SI ,Z ialAil=c)Rc,11.1c-, ), g.,..0,,,,,.c..,„„ 51- - #3 F 8-s 61- <-40" , <5'. co" x /: co" 8- *co, /bcpr, e,/,-../. F io, 0 /o1-o" ..• /o".o** /1- / / " /c) • . 0 'V u A/1/4./ "A" t /S. C) A ..3e• (7) MAXIMUM SPACING & LOCATION PER FDN. PLAN /„3.0 x 8.o 5. /o") E-7 r . 2' lc)" ) . 46e /c.-3"2. 601; oeoe /11."2. TvF. 4ta d' /Oat 8077 AZ 5e 74t7oP •e /0111 807; -*Se 7"Oc. •-0F' *& a 10"t xtepe /2"c -roP NOT: F-0o-r/i.J4 To Be. DeZP 4;5 E5o7: .*51! . /2."I TOP P4._,A/V /5 vrp x 38-0" PLAIN BAR 0 24"0/: CUT ONE END W/O MARE 4: GREASE SAME END R PR P LA4 • CONSTRUCTION JOINT (C .J. SHRINKAGE JOINT S f 1.0 e - " ) :3 65. c.o 6 04 (- 2 ' ") \5:1) 3 rocD7-11\/G SCI-/W3Ch_.C. t--mieK r,..,.. 'OC_.V-INIG SI ,Z ialAil=c)Rc,11.1c-, g.,..0,,,,,.c..,„„ 51- - #3 F 8-s 61- <-40" , <5'. co" x /: co" 8- *co, /bcpr, e,/,-../. F io, 0 /o1-o" ..• /o".o** /1- / / " /c) • . 0 /.2'-o" x /21- 0'14 .2'. ' //- ii 7 bor. a-, ..f..›Ea .3.e_C. ric-,k/ A-7 i=c A00/ 7 - 70,4■1Ac.... 'E i ORC //`./C, c f'7 COL F•oa7iN6S. 1 o ... a /CD'-Co" A C41-0" A' //- 5- #7 /bor. (0'E,4-,AY /0-# s 15or . . 5 titoRn../Ay .//.,, 6 //1- CD" x 8'. coil, //- 9 it- *7,507-. .51-/oRr L./Ay f 13 r e5 /.3'- 0" 6% oil ,r l'-. 6 -* 9 ex:x.r: LodGi..../AY /2-#7 /bon ...&-/e..Wri..-slAY f /3 q /,31-- 0 P 4' 1 1.. < D " x / : ;141 /0 - it 6 AbCon LCA/C-) k/A r /.3 • #7 &or, ..5,-/ok"7-1.-JAY p- is r3& Is'. (-311 if sj (51- 0 "if .2 I.. ,..... " ---' #45 (P I C3 &Dr; (...ont2/..b.W LcaVGAJAY .se.F.. Pt A la ,4" -JAY ,„,,, X 4. fa ,..0 tr x4.,..0,/ x /..,. 2.7 4 AMY /2-04 647: SHc2RT &AY FA la-- 8 CAGEPC.4 PLAN 4 7e11111 45o7; .,w. f ib I= con 0.-taiP(5,ce„ PLAN) . eo III- acT &.v./. - G.5 61-exe1-61/x//--51/ 7- Ai 5 aor. 6- w- /.) /./oreiD ex) TTC)r-7 e',F7 Fcc-307-/N/C7 /be. LOP,/ CD" OAT-Uri, PeC/apsr PdArsiL 01.5 dwe //./o/cAreo rfr-v/./.-5 • .5 - sec/ - /4=6 • FACE OF P.C. WALL CLOSURE STRIP PER PLAN #4 x 0" 24190/c II I--111 I---.11 11 CLOSURE STRIP JOINT C.S.J) FOJA/OATION/ f:N.../4/4 ibU/LO/A/G - CFO' (ji A P P f? 0 V F hillr,2 )1988 A" 1?7-1-/ I MAR I 6 1988 et-Pra. perr JOB NO18 70 /s DATE DRAWN to.. Joyc. Sid 4 4-'- c: 4.5 /- 7 `3 /g./, ..', co'- 4 14.. 2.5VS7 41'2./ /"G E3,2ACE 2!/2X2%2xj'+ iA.e rY� Gefo -SE& SECT n/ -� - I® v�''O5 rosI a-`w:- s•: AL 17_2 ¢yl 4(o( *' ./M/T L /✓E_ LOA,c, DEFL E C T /ON 7-G I2 l,v /ND(A!' NA('L !� S0c..OW N 1 vz 1811 3 .cit'I" : c� N CV 1 6) 0-8 1 to to r' P t tI 2CA</c) 3 ,G 1- cp Ire," a ikriL 46.2G /9- n/ // 4-K s 4 Go v ' c, ! 1 C' ,.3 /.} " 15' - 1 13% +'' 1 C�1-/X4..° '2 ` /' -�'N .I V) to '- N / t ,4T 5, IMf� GJ.3to T -e / Sc'D 4 3 .5 .4 C v "9 \\ PL AA/ TEFL .5TA /lq5 EE TYF: D 5r1T 5 -70 0 I `2 -- -t - SHAFT 54s /5dQ' -+ 412k1 1 2 'oa 5. 5O7 5 .7 '-(o G /¢ n/ / /.4-K ? . 5' � s 7 �. 5.7 7 . I ! 57 2,5 V5# 2 / -614." - ,c _, A- /a �c PLAt.I T 1 Ci-/o 12K1 ■.9 OF''E/a/ 7p SLAb 4 c:).44/?,404 -;1! 5 4 l9 4 c,-- x 53.0 L2 > rt'4•zz' ' T5. /CI '/c).,s�b ! g• 8 J -51 24 55 28 K9 fr) oa 0 U v0 C 0 `C m _1. H-91 P• 2f3 C 10 2ejK1O A -9 ----L....... af2 112 7-0, tri 0 tn 0-9 2,1 46 F�AC ± as ,C'oc�F #04b0Ve. to to' TOP CF/Ofep .3 CD O 4-C.4 G / g•'J / Lc-a< uL 0 tO 4 co G "(7 n'-)L rr,�iCC AJ 5 GnN C. ,54_A/b E./ /,2 x i.2 - o./ . 6 / t„/ 2 . 8 4,4. /../ . F. cD\J ? 2c G4. wo %J c g E �o u.l r©l=;' c,F= SLAB . S -Co (.0 us) Col) 8 1/..', _I 0 "9 GI' /rJ (-) Oo NO DESCRIPTION DATE K• rr_ei 4/0 H'i 0 i 0 24 -i72 C - 8A 557 s 7 to .r..* lo(•fo gfo C) / /J //. 4- '< N 3 4!nv 'S tiI /(:)•SK 0)1 0 t V EXTE.N12 11412.0 Fil-cCAG‘Vi" TIP.) L-9 - x N ! N 4`.4I W181 ),55 * L _ r 0 4 VIE 451 q ADDITIONAL. f-1../403 F.E.11.1F---OrZCIN FLAN 5Q 5 s 7 5.7 •CD .Cp C 7 G .4 6. 5.j G Co • -54 5.3 5,5 51.J 5t.3 S.3 4-CpC2,3 .3 $..3 5.5 35 5.' 4.7 4.3 .9 •s,5 3 -' 2.7 2..3 K -8 4 FL,2. Top CyO, ti t ex7 / Jr/on/ a 43 I. ADDED SLAB REINFORCEMENt LOCATION, SEE PLAN FOR LOCATION OF FIRST BAR AWAY FROM FACE OF CONCRETE PANEL OR EDGE OF SLAB: a) BARS PARALLEL TO DECK FLUTES--CENTER IN DECK VALLEYS 1/2" CLEAR TO BOTTOM OF SLAB OR DECK. SPACE BARS AT 3-1/3" 0/C. b) BARS PERPENDICULAR TO DECK FLUTES--3/4" CLEAR TO TOP OF-SLAB. c) BARS SKEWED TO DECK FLUTES, OR BARS CONT!NUOUS ACROSS GRID 3-- 1-1/5" CLEAR TO TOP OF SLAB. SPACE BARS AT 3-1/2" 0/C. 2. CHAIRS OR OTHER EQUIVALENT MEANS OF SUPPORT SHALL OE PROVIDED TO PROPERLY LOCATE AND SECURE REINFORCEMENT. WIRE REINF. IN PLACE. 3. LAP #6 ADDED SLAB REINF. AS REQOIRED. LAP 31-0". STAGGER LAPS. 44' -p" 155' • ��' 64,7 -7 Ft • 7 distrk JOB NO181057,, DATE S-7-82 DRAWN JoYC 0' r9j 834 [2 &' -/ fr a 41 /� C oNC '0 I 0 0 0 [27'-31 r y, r1 J 9 rc co t, ✓AL r+ __ 1-C) c : 8n/ ask + i___, asois i OD- K // 7-'T P, GR/r Q) 0 00 G- lI 43'- 7'5/4# A -// rYP GR//J.5 (/ S 4 2. 2%2 x x %4 (8 nLA';CES) 4-c) GdA.J .8K" .3(v/- q-V4 -" R- I/ ry# . G'") l� c,, '0= T Co x O 271 -7" 4cD G 6/\/ 6.5K 1_ L - I // r y'F 7--A-40(/ ./.G �-O G 8 fr./ 8. S K JJ .61-874" w _4. 77,777 [27'-_34] 4 4- 23 [2o'- 1(0"] <3o, e)" N E - /l rYP QTL, .9[281 G'I] i I 35 a'7 0 4 4 cV 0.// (6 G //3.5 Qirc (S KAI -11 ry N N In 2 (04'- o" 7 4•cDG 0.104 6.cK 17 -J 28-G" E - // N 1---"/. C. 3 I - r�--i 3 ! QO .co ill , v► [ 28' 0 "i NA // N P Ca) [ ?(-o'- c2 "]0 � N ui 4.4- 1 S•- c), / t ryl:t f ID' r [28' -o'] 2? K Co & Co'. --4 / N r 0 z.a&: S @ CD'- a' /4/J0 /,./ /(.4 CO 1r: rofP Go �/� (prta @lS -// r5. Cox,20' /6 j6,- c„ /.4 Co K 2 Co PROV/ j -E EAj47 OTL. E%'O 57L £S .Pee j n 5EC G2 -8 - /yGCs x/2 7- [z�.(0", °c ryPE 0,V/J. L 3,- -44// ni u W /G> x 2G KJo' -o "> SEE rv-PE CnNA/. A A/-l/ 7vR 4.P. /D (t'', ---r `T. 5 )( Sx /(0 c/A /OEfe Rc�' UO /ST [2(o' -(v] GLAN T S. (ox2x3 /� ,4- 3 c� (3 GLACE 5) T.s �wW 7O 10 re. -x3//e2. uNOE k-'00/- 4oG 8/./8.SK 1 . - / # 5 . 3 1 4 0 /zECK,rYP, `5b-/ r F-z0 G-,A G E 4'f cV 40G c3/JB.SK iO [271.3" 0 0 V 0 '.35'- CD" G7' •3"] rERO v/OE ENOLDrL. EACH END 0,F BM. PER SECT Q'-� ,--- / // " r Y N 5 .3 4a /3e ,c rYP. A r rcc f-/i -i e //De rFt I L. Or./ F,1 /(p C? -b xrE/■/n kzf, EA6r OF Gk2 /0 io CO c:-ii ryp. Cv•�/.o•) r Co' -C]'c 3 o ® ----- f. - - -- ___ _ - -i • - - - - -- --f-- L -// 4- 21/2 X 2%2 1/4 -..._ ( PLACES) VV „ ±---- - /'ox 20 � /- 0" o�� N j01 " o �_. 7 z2 K 22. K s4 0 (, [27' -3"] PRO V/ OE &/O 1,71- EA. EIVO OF STL. BM PER SECT. Q -8 e-ff7---P. GRID X30'- O'� G/ ' /o,5 5 rci s -// rYP. GQ/3 C►Q//J 0)r-00 00 [2/o•4,I-y f S- / „ • &'a c to 111 to 0 C)Pp. tt 9^o G8/�I Q o 1,27 =.3' j 4 u► „r.. -- - -- i- - -_ -- __ - C38' - c) "� ss ' On T. .co *-3 �3ro- " 1./N/JF Q Roc,* (.2. C -5 . ) I I T. ,S• Co x 3 •3/l0� ASE:. LO t-,i RCJCI Jsrs.� I r. . co at 2 . `--Y/Co (2 PLC.. ) 0 V K'4 -/I \PLA,J V /SeL. -oh/ )- r.�. � t u' Of 4 1 lolik 4- • ! I 0 '9 • / QQ;/ 0 /Afi=7- 1AC,ti WELCH /l■, /0 .5C/-le0 J Z01.1 CC;AGE. /4e4 -O.3 PER .5/ -/r. TO..S J, P'T, •5 /r3E LAP Cotojecriot" rc'EQ'rD �NEA,e CA/ 3"c /rY I 22 S /3.P. 0 2$ "4 2'/-o PLF 22 7 Pa. P. 0 /.24t 4Co0Pt_F ii / �' i v..,*,,0 20 S 7-. S. iJ, (Z /.211% •7550) f LF /./ore.-5: I.) T; s5 . a T"C�,� \✓E A /`7 1..1 C. /J / �� „ L olJG ) 2.) 15. P. = i JrTo/\/ /°'v/JC hl (J / /Co " 9ti ), �3.) sJEC.rJ� rJ cK To VO/-/CcEre, h/AL ;. L.E G VALA_�.Y c' @ /•2" PA L " t'�,/ ke "� pao/3LE L E•CK, 1 Go %O' (4%,'. O I(GD -0" I 1 t ; y j / (Co co PL.I4CS) 1 f'I9. �� IL.,A n/ A- 3 I1I01ji III1I1IIIII1III1I1I1Iiljlll ;Ijljlllj 111111111111 I1I1Ijl1lj1111I III I ilijI I1III;IIIII!11111III n/orE - FA - // N 'g' �vIN r .J '«W /,./OOL•./ /ALL �,F cw j Ca r .3 I i4- , c/nlrJE� R t A- / / /0x2(, �LAh/ A3 @ /•) //\//J /cArerj //l//J/cAre. rcP ‹.-.)/c• l�fQf�r't/t�IC� (earrnri OF ' ' - CK!'./G) ABove rJATQr -1, O 2.) ECevAT/»nS /\ /OJ/CA7 -; -nJ/cA re- 5 ratio o/c- PARAP'er A/Sc., VE 0' - O • OArit•i. .3•) Jn /5r G //?/0EQ.5 /tilo /CArEO TH4,J -5 : ♦ Arrc": T O AbM ge,5,/i A re.,)/' C/ -/OAZO Ax/.ger ret/,l5/o/s/ co/.- 7P,ees.5 /0/./ LOA() cnia, gS K/P -5. 4) JQe r./c�C2,,R uN . /n/r3/CAT -G.0 7-1-/L./.5:' ARe T•� i#E OE /G/.lJ,'Z, PD Rt-1 C.C5A <>,5 /Nr3,cAr -c (/N ,C /PAS), RUOF FRA1`711✓G l°LAnI- gC/ /�rJ /n/G 7 n 0 OF J 57 0 NO DESCRIPTION DATE puza. 51Je IflAL- ciTy / 1' PROVED MAY ;7; --)1988 VOR MAR 1 6 1986 JOB NO 91019 1 • 1 --r- 32'- ca,; X30 /- (.7„ (- .3' -c.� ") C; 0 0.7 9") J U c: 0 to i 0 ' ro-7 '8,a ( -2'- /o ") %- ACV TOTAL. C "° : /~l+ti/, LA = 3' -v' Al m (4y 9 u 0� 0 ' ( Z'- 9 ") Q Cob Ca ''� # /2" oT � /b..5. !./, * S Q %f3 "; TAP . W. #c co Co "i /bor. ..3./.4.- 00('S cdu 4i.2"€ r 5.1-4, MAXIMUM SPACING is LOCATION PER FUN. PLAN /5' - Q // I r I I �IQ[ J . � I irk -0 :EIIE:r ■ .--- -, f _.a . t: L / q ,, , A r, Ch 1 0 F/S x 38 A F /S.c> x 38. 0 (- Cc' - O ") 7 c)" C • rD67:77 z + f4" „ —•4 ST „, 35' C)" con 34' - car' C" // -3/4" - 7 F /3.c-) ) 0 -7 F/l.Ox 8.0 x (-(.11 DEEP 2154 L r + 3 . C3 x 9 . C) [321 ( -,3' - n ") C 5. J. C.J. 0' • 9 C.J. E x (- " ) • o 1.37.31 N -7 ' \sC o E N e 3 tE G T / � 7E�/ 4- r/ cNC , -.5LA/3 o/J% GIA0z W /2 X /Z. .. h/ 2. 8 / ;,,/ c , 8 h/. . 0 .SL.AP r- /q•/Jr Tfl CD' - C.-) " _ F8.5 6J' -O ") /- - -7 12-1/3 o x 8.0 ( -2' /0 ) /.2.0 4 0 0 •I 0 "9 0 Inionlow tF4L7 1, -0 .--- -, f 440 t- F /3a XB.a (- 2'- /0") 1/2 ", x 3 -O' Pt.AJN BAR 0 24 "o/c CUT • • ONE ENO W/O F',-ARE & GREASE SAME END I= Pe P'«4 CONSTRUCTION JOINT (C.J.) 'tom /Q"° ero 406 ho ,nor *5e 7" 7GF' /# & @ / ©"'c /3.07: ( 7 "t Tc o " *L9 rc, "t ev '#!(p cZ /2"dl. TOP PLA/v' /,fin /- a74E. ' foOT/1/4.14 2' - -cv" SHRINKAG JOINT 'S .J: � n E- a 7 62x) LL x6,0N ( -.2' /0 ") o ( -2 ,- co ") 41-s A C /3.O K 6.0 -7 PER ARCH • 17 -7 + 0 •c FACE OF P.C. WALL PER ARCH PER 1 A RCH a 0; -7 �I 0 0 F/3,Caxc5,C) 1[3'911 14-H1 — I PER } A OC:H 1 7� � * Co r T'l lr.. � Co " { F'L•\/J I G.7 -7 G -7 l° IS x .38 .0 �- CO' - C) ") F / /.C) x S.0 CLOSURE STRIP PER PLAN -r �4 x 3 -O” 0 24"o/c CLOSURE STRIP JOINT Ili I"! 11111 111I +iHi., WIliII1I1, .1illiill11llllllI 1111llll1111111 .,...a,�.. C J • Zainumsoi Ili1111l�ill�ll�i����� 8 9 F //. Q x 8,0 `1") -7 C,'-3 J, FI) A PER ARCH. 4 3 1 =/'3.cQx8.C) (-Z'- /© ") r, NOT,E.5 /•) +ELEVATIca/./ 5 /Vo'Te_,ID 71-114.76: r.. - 7 AR,t . •7O I3oTTcrm CaF FoQT/././CC S= c.OtI./ c: ' - c0" O4TVM . 2.7 1'RFC 457" +AA N+E L 0/3 ARI . /N o ICA TE.C7 71-44.).5 .see. 5M715. 5-4.5 -r'-i c,! J -17 /:: PNL• L4V.5. .�� 3H447 FOOT, iJ - cH4QLL.L , F /,. 0 ‘,6. C) (-2'- G1 ") c. fOL-/A/rDA 7'JoAJ PLAnl - &J /LO/A/G5 6, 9 , io I CA) - -I 3'- AOC7 4 2.1/2. )(Zs/2 )(Y+ Z5R4c4E. - 5,ek /Jr7-c5 T r KA-45 - ../-6 TYR C?R/D . • . K -45 A.//8 s 40 4,5 5.4- 0 C9 5.4 54- J.-?:. .J 2 K9 t-- 7"-ep 1.04.12.1 xl.472. I /"./7: J.C.? I C01-. 5 14.0. 5.3 114-8 Loz: w24)e6 Ket 301.0 wias35 ,./0/575 TDP CA/0/e4c) g X YENS I 0 NS 5.4 • 0A4, K9 v- 3S'- 0" --5yz f, ( 707;4L_ ------f--------_ Tr-liCAki/F...5t) COnIC.: :.":5L.415 v•■// 12x/2 - ■ . , , ;i; .. .; OVER 240 4:4. c7,4c..Iv. , I,, 1 .".'.!! !!!! I \ 0,?/■.-1,:fi.,6...c..i< cri' it I 4- - T ''. • '; 1 !!!; • , 70P Of-: , irt71.1!! v./2,8/ 2.6 2.6 K c-Wq-"t C- TYR //./7: 5kCI: THRO J.4. OR 4- 5.3 wzt )1W 5.7 KA -8 28K9 e t 5,43 • 7,55 5.3 3c)K9 Sore.9 5.7 2e) K9 2e3) 5.7 4 .9 4.9 i\lezm% 13i-OOLi1 rag g5.1!-JF.TOPAe6 •e-iFzu P.C. t-AcePtq-S. Zo.,) s r 'PTE Ft-N-17 (wALL ZE I KF. exramg 2 ThRU TyP t () A 7E: IT ONA S LA EiNFOINJ 1 PLAN NDTE5 1. ADDED SLAB REINFORCLMENT LOCATION, SEE PLAN FOR LOCATION OF FIRST BAR AWAY FROM FACE OF CONCRETE PANEL OR EDGE OF SLAB: a) BARS PARALLEL TO DECK FLUTES--CENTER IN DECK VALLEYS 1/2" CLEAR TO BOTTOM OF SLAB OR DECK. SPACE BARS AT 3-1/3" 0/C. b) BARS PERPENDICULAR TO DECK FLUTES--3/4" CLEAR TO TOP OF SLAB. SPACE BARS AT 3-1/2" 0/C. c) BARS SKEWED TO DECK FLUTES, OR OARS CONTINUOUS ACROSS GRID 7-- I-I/5 CLEAR TO TOP OF SLAB. SPACE BARS AT 3-1/2" 0/C. 2. CH4IRS OR OTHER EQUIVALENT MEANS OF SUPPORT SHALL BE PROVIDED TO PROPERLY LOCATE AND SECURE REINFORCEMENT. WIRE REINF. IN PLACE. 3. LAP 16 ADDED SLAB REINF. AS REQUIRED, LAP 3'-0". STAGGER LAPS. .4- 031 5.7 5.7 4.9 - • .1 kni:j. a 5.3.3 1/./ 24 )455 WiwilnallM1.101■01••••■•••■•••••■■•• 30Kcl 30K9 5.7 43K9 26 Kci 5 . K-8 o" :7; 9 5.4 6.4 5.4 < I 0 '9 5.4 5.3 28K9 z S. 3 0 Co 5.3 P. M v424 7(6S 5.7 30Kct 5.7 3oK,1 A -9 6,4 5.7 5.7 3.5 2. 14KI 1,5 1A/14)( 22. KA-6 15f-7 N W21 x 4 4- 2.0 0 6.4 .410/D 42.1/2 sez x1/.4.3 5RAcE. 5E.R. cr J 2 6Kei " c, 4. is'- 43/4." '91-c.on A-io .51m. 51m. 1 A 1340 s i50 LAA..1 41,- 1Z cDA,z 70 C.7RAce 571_,\ 7- /R6 '-) °T ir / 5,EE. F: -- 6 to \ AA' \ .... -8 OP 41 .5 v54- ./ 1;ev (42 7c, 2.5 '154 = = = = 35.9 4-lo 4-9A 7;5• _ F- . A-73) I - 00 u_es • /51-7" /42'-It" 2! • 31-14 6-0 51M. 5 I L.. A ,1? 12KI 0 c7: 3V4 0 tO 3 0-19 I 4- 5-3 0 1 Lz 10 a- 10 ... . T 5A 4-9 In A.45 V °A II" 2!24:* 0 5.3 0 11.1/1'.114i ov TI11111111111 WWI 1111W111111111 11111111i11111 2 4 5 ;1'.147gililladiglik TX 'rt... A 4m 1. mlmam *1.4. 41-e- cc° 0 N t.//o A 240 a 4-6 WW1 1H- ¥ ov 211" w 22kcpC 2'-1 1'/ .5°E. s 35 mfr7. ; 7. 1:.4-7••■•; ( H-8 cc'- tvt- 8 oP 2V V cJ 391-40q Is 12-9 1,-107 o St. 46 1-5 131- Co" AT ve TO zemo oAt-rum. cvRt..peRz 4.1/Di c A-re 41.5 : * Fta TO /gam 7-Ho Non/ - urs./iFoRni Loq,05 i",/p/cArec) (,tsiK/P.5). ez;q4e,. COLL/m/4,5 /A/CiCA7-."0 ; 0 7%1O 5T0 R co Lu /via 5 A/Re woicArec, r/-4.)5 J -6 -8 61/2N 0; (9; ‘, A 6. _,A„._ -f z-R.,::: c);_,A/a57,7f: _ X"7"E NS /ONS 0 4 4 CliY OF itii'tiiiLA A PPROVED ( ,iltlY 2-) 199,9 A40/ MK 1 6 V513 Ak) Oc.)/1 - od/0"3/A/G5 , /0 1111111111111111111111111111111111111111W11111111 11111111111111111111111r111111 „ 1 1 . 1 1 : 11 6 8 9 1() 1„1„1,...1,11,12 • ... : -,., 3 • • •r NO DESCRIPTION DATE I 1 I'\ I 1 ; i i I (••• I -,J tn - - A.//8 s 40 4,5 5.4- 0 C9 5.4 54- J.-?:. .J 2 K9 t-- 7"-ep 1.04.12.1 xl.472. I /"./7: J.C.? I C01-. 5 14.0. 5.3 114-8 Loz: w24)e6 Ket 301.0 wias35 ,./0/575 TDP CA/0/e4c) g X YENS I 0 NS 5.4 • 0A4, K9 v- 3S'- 0" --5yz f, ( 707;4L_ ------f--------_ Tr-liCAki/F...5t) COnIC.: :.":5L.415 v•■// 12x/2 - ■ . , , ;i; .. .; OVER 240 4:4. c7,4c..Iv. , I,, 1 .".'.!! !!!! I \ 0,?/■.-1,:fi.,6...c..i< cri' it I 4- - T ''. • '; 1 !!!; • , 70P Of-: , irt71.1!! v./2,8/ 2.6 2.6 K c-Wq-"t C- TYR //./7: 5kCI: THRO J.4. OR 4- 5.3 wzt )1W 5.7 KA -8 28K9 e t 5,43 • 7,55 5.3 3c)K9 Sore.9 5.7 2e) K9 2e3) 5.7 4 .9 4.9 i\lezm% 13i-OOLi1 rag g5.1!-JF.TOPAe6 •e-iFzu P.C. t-AcePtq-S. Zo.,) s r 'PTE Ft-N-17 (wALL ZE I KF. exramg 2 ThRU TyP t () A 7E: IT ONA S LA EiNFOINJ 1 PLAN NDTE5 1. ADDED SLAB REINFORCLMENT LOCATION, SEE PLAN FOR LOCATION OF FIRST BAR AWAY FROM FACE OF CONCRETE PANEL OR EDGE OF SLAB: a) BARS PARALLEL TO DECK FLUTES--CENTER IN DECK VALLEYS 1/2" CLEAR TO BOTTOM OF SLAB OR DECK. SPACE BARS AT 3-1/3" 0/C. b) BARS PERPENDICULAR TO DECK FLUTES--3/4" CLEAR TO TOP OF SLAB. SPACE BARS AT 3-1/2" 0/C. c) BARS SKEWED TO DECK FLUTES, OR OARS CONTINUOUS ACROSS GRID 7-- I-I/5 CLEAR TO TOP OF SLAB. SPACE BARS AT 3-1/2" 0/C. 2. CH4IRS OR OTHER EQUIVALENT MEANS OF SUPPORT SHALL BE PROVIDED TO PROPERLY LOCATE AND SECURE REINFORCEMENT. WIRE REINF. IN PLACE. 3. LAP 16 ADDED SLAB REINF. AS REQUIRED, LAP 3'-0". STAGGER LAPS. .4- 031 5.7 5.7 4.9 - • .1 kni:j. a 5.3.3 1/./ 24 )455 WiwilnallM1.101■01••••■•••■•••••■■•• 30Kcl 30K9 5.7 43K9 26 Kci 5 . K-8 o" :7; 9 5.4 6.4 5.4 < I 0 '9 5.4 5.3 28K9 z S. 3 0 Co 5.3 P. M v424 7(6S 5.7 30Kct 5.7 3oK,1 A -9 6,4 5.7 5.7 3.5 2. 14KI 1,5 1A/14)( 22. KA-6 15f-7 N W21 x 4 4- 2.0 0 6.4 .410/D 42.1/2 sez x1/.4.3 5RAcE. 5E.R. cr J 2 6Kei " c, 4. is'- 43/4." '91-c.on A-io .51m. 51m. 1 A 1340 s i50 LAA..1 41,- 1Z cDA,z 70 C.7RAce 571_,\ 7- /R6 '-) °T ir / 5,EE. F: -- 6 to \ AA' \ .... -8 OP 41 .5 v54- ./ 1;ev (42 7c, 2.5 '154 = = = = 35.9 4-lo 4-9A 7;5• _ F- . A-73) I - 00 u_es • /51-7" /42'-It" 2! • 31-14 6-0 51M. 5 I L.. A ,1? 12KI 0 c7: 3V4 0 tO 3 0-19 I 4- 5-3 0 1 Lz 10 a- 10 ... . T 5A 4-9 In A.45 V °A II" 2!24:* 0 5.3 0 11.1/1'.114i ov TI11111111111 WWI 1111W111111111 11111111i11111 2 4 5 ;1'.147gililladiglik TX 'rt... A 4m 1. mlmam *1.4. 41-e- cc° 0 N t.//o A 240 a 4-6 WW1 1H- ¥ ov 211" w 22kcpC 2'-1 1'/ .5°E. s 35 mfr7. ; 7. 1:.4-7••■•; ( H-8 cc'- tvt- 8 oP 2V V cJ 391-40q Is 12-9 1,-107 o St. 46 1-5 131- Co" AT ve TO zemo oAt-rum. cvRt..peRz 4.1/Di c A-re 41.5 : * Fta TO /gam 7-Ho Non/ - urs./iFoRni Loq,05 i",/p/cArec) (,tsiK/P.5). ez;q4e,. COLL/m/4,5 /A/CiCA7-."0 ; 0 7%1O 5T0 R co Lu /via 5 A/Re woicArec, r/-4.)5 J -6 -8 61/2N 0; (9; ‘, A 6. _,A„._ -f z-R.,::: c);_,A/a57,7f: _ X"7"E NS /ONS 0 4 4 CliY OF itii'tiiiLA A PPROVED ( ,iltlY 2-) 199,9 A40/ MK 1 6 V513 Ak) Oc.)/1 - od/0"3/A/G5 , /0 1111111111111111111111111111111111111111W11111111 11111111111111111111111r111111 „ 1 1 . 1 1 : 11 6 8 9 1() 1„1„1,...1,11,12 • ... : -,., 3 • • •r NO DESCRIPTION DATE 9; (7) A 0 0 V [ Z.8% (.31 k 5 L 7. ex 2x ?,//a) (Cb AvLAGES) t • • . 1 • • " -1/ K- '1 2 2.1- <--," .5S•- c-')" '0 - •J`-. C.., - 1/ 1.• /1 LL 1 • N LJ <,:3 " M -/1 1 tO .) 11 T Het / cz", &-I1TYT-; IJ C,) . COL. • i 3" 0 [ e'D ' Pi?OViz7 EN17 OF W/( PER SEGT: 5-/ 1. EgTENIC? f3W1 V2" evesr ai thie/17 / c._ r,)/A/G .4_ A /\/ /1 : ' - g c OF la /41'1- 7/RA St1 /IV 13!)1 Le. OzALIO- $6686 ,f,fi-ir• I c-:,AG _CIN//C-7 r=====anummr 14==== f 24.L" 4.11 •A c:.A&A.Ncrr Z - 7 P. / 2 7 7- , /- -/ 1 ".7. SEMMIN•••■■•••••••••••■•■••■••■ -- • 1 -/ / r c. A 7 e. L .5 e VA.LL1.tt /.' " gs2) / )1\1 .N/ F-r 1.4 ( '/ / ) .J reD 2.2.K E, • CDfr \Y. [27/- 511 1 ALS / - (1) '1 • :1 Z K S Ez,` Co 1-- /1/z r .=c F-C) 3C c C GI A 7-T-1 `)" 3 4 'Co 4. Co , /1 2.;.,K s • - 7/2- LC' 4.(0S 0 1-.1 .21 Gol 0 - "j 41 sis) 7: ox S (7 PLACE) K - // 6- // T fRor-7 P. , A / 5-H • C L .57 - A- / / rYP. '-1 (Drc..Q) I P-'2 2, r-L 44 (4 ••••■••■•••••••=1•111=1111. "11 AO% • 1 1 1 ' 1 1 1 ! Wir 11111;', 1 I 1, 111 11,1 1 I I I I I 1 I I 1 K'1 4 4. 4 6, 2.5 F'.'_ (-)11] j- r2 O e>'` E.-/2 -APP 12 >4 20. '7 e k / c.6 E J-/1 - I I ; Clwie-kr.9 „, • M4/ - 4- - f 1 I 1 1 I 1 1 1 1 1 j 1 1 1 ' 1 1 1 1 I I 1 I II I I / 1111111 I II! 1 /D- s:77 6 .4 8 / Co'-()' i[2 7 ' - 3" 41- 7 Ai [ 2 8".- 1 30 -0 /-14 - 11 ••■■••■•••• e0 N L_J •■• - > 7 [27 F.4] 4-c-= 7&2. 8K- '7-1! -111111111110....- I 4'1C 4 Z 4, 3 1 K-'- - > e0, F/t / - " +14 /2 4e- cp4 ) CZ- \,/ r I( • (- 4 , .z4k) C- 7,J *.dr 4-2 14-.3 0 CO 3 C) / r y krfocv,--- oeck.- TYP • •5e.E. •c--)k.•• c-f q-c) "7 AJ 5 1 ',1/ C /-7.1 (-. ) A 14°...:‹ c) ' ;)A) ' ; • , Q/4 -r- . `F / TEC' • • .2; A )( /-1 L . / C (.0A/117 E 1•1 4- ‘; "r NIL)/ r=t7.) : A&E 70 P& - Fs'? A/1 LO,AC).f...", a .101 C /-1 11 ) 2>< cge t{7 4E' A z...0.9 4-5 K-7 . A r-7/ /V( - • • - 111111111iji01,1111;11H11111111111111 mmuH44:411611"bijii- 0 0 <- 11 A 0 9' 3 •‘. C11'{ OF APPROVED MAY 2-- 1968 I '4R16 his8 /C NO DESCRIPTION DATE • J08 NOs ?)70 DRAWN si-) SHEET NO OF 9 i FOOTING & TUBE COL CL 4 - #4 EA. WAY rm. 4 4 1" BASE FJ� 4 - 3/4"0 A. BOLTS 8ED 6" MIN.) SLAB ON GRADE PER PLAN - v P.C. WALL PER PLAN & WALL ELEVATIONS SLAB DOWELS PER WALL ELEVATIONS P.. C. WALL PER PLAN & WALT. ELEVATIONS....__w_ -__ -- CLOSURE KEY TO BE GROUTED WITH A NON- SHRINK GROUT SLAB ON GRADE PER PLAN r 3" MIN. CONCRETE COVER at ALI. EXPOSED STEEL, TYP. SLAB ON GRADE PER PLAN • i3 i4" NON- SHRINK VEIlNG GROUT - R. 2 x 3/8 x 0'-9" at 3' -13 "o /c P.C. PANEL PER PLAN do WALL ELEVATIONS SOIL PER ARCH. r GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE. CODE: UNIFORM BUILDING CODE- -1985 EDITION LIVE LOADS WIT-- 26s PSF WIND 80 MPH EXPOSURE 8 SEISMIC ZONE 3 FI.DOR SEAMS 50 PSF FLOOR BAR JOISTS 100 PSF 2A-Cr DEAD LOADS c%rT ISIS (INCLUDING JOIST WT) 16 PSF FLOOR BEAMS OR JOIST GIRDERS (EXCLUDING BEAM) 50 PSF + 20 PSF PARTITIONS FLOOR BAR JOIST ( ILNCLUDING JOIST WT) 50 PSF PFRFOUNDATION --WiltiVOIL BEARING 2000 PSF IN ACCORDANCE WITH SOILS REPORT 814260 -- 007 -016 DATED AUG.26, 198 Y DAMES & MOORE. THE SITE SHALL BE PREPARED PER SOILS ENGINNEERS RECOMPWENDATIONS. ALL K__T x ULTERIOR FOOTINGS SHALL FE FQUL4DED A MINIMUM OF 1'_6" BELOW FINISHED GRADE. SLABS AND ' - QQTINGS SHALL BEAR Old STRUCTURAL FILL COMPACTED TO 95X OF THE tbMN IH.ASTM D-1567 TEST PROCEDURE. SEE NOTE BELOW UNDER INSPECTIONS'. rARe• LG�A0 6tlll.�AAJOE\ • P.C. SLAB DOWELS .PErR A� 4' P�� 5D�L.4; U�°T• n _� rc.460 PSI INSPECTED FOR WALLS f'c =3000 PSI INSPECTED FOR FLOOR SLABS f'c =3000 PSI INSPECTED FOR SLABS ON GRADE AND FOOTINGS. ULTIMATE STRENGTH DESIGN METHOD USED. NIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE I1 ACCORDANCE WITH THE UBC AND ACI CODE 318 -83. PROPORTIONING OF AGGREGATE HOLD 1 /2" CLJ2. x '. C8x 11.5x1' --0 "w 2 - #0 x T-0" at a" GA. at•- 0 "o c rYP>1/4" N. -. - •:--,— x e. 14 x 1/2 x 11-2" w/ 4 -15 at 10" GA. EA. WA at -O "o /c 3/4" NON - SHRINK GROUT 3/4" NON - SHRINK GORUT , nn , • JI • i! • • • . , . • • • • PS LAB ON GRADE 2 REINF, PER FTG. SCHEDULE, TYP. PER PLAN PER PLAN) ������ • FOOTING SIZE & DEPTH PER PLAN TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIIX WITH 3' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES. SEE SPECIFICATIONS. " CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL. BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME3/4 . FOOTI NG EilZE PER PLAN FOOTING BEYOND SECTION 3 4" - -0" P.C. PANEL PER PLAN & WALL ELEVATIONS P.C. SLAB DOWELS PER WALL ELEVATIONS ---^-- HOLD BECTON 3/4" = 1' -0" SECTION 3/4" = 1° -• 0" SECTION 3/4" �. 1' -0" REINFORCING STEEL A).l CONCREIrRrfNFORCING STEEI SHALL BE DEFORMED PER ASTM ►615 -75, GRADE 60 (fy= 60,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, I` -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STAf4LWARD PRACtICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM 4I1H ASTM A185. REINFORCING HOOKS TO COIWLY WITH STANDARD ACI HOOKS. COYER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER & EARTH FACE 1 -1/2 INCHES -- INTERIOR FACE 3/4 INCHES PER ARCH. '14-1 -4 CfDhMT. r- x 3 x 1/4" CONT. w. / 304':¢ x 0'- 6" W.H.S. at 24 "a /c. VERIFY DETAIL w/ ELEV. MFR. --•. eo °gb (2)..5° CROSS i"ilr HOOKS TO BE ALTERNATED _ -__..- - TIE ARRANGEMENT- -, I 1 CAST actrrom PORTION OF C. I • R PILASTER UP - O WITHIN 2 "rt 4' OP R C. PI LASTt R . ENTIRELY FILL THE '2" To 61-'1 VOID w/ i'4ON - SHRINK GROUT M. l3. MASTER FLOW 113 OR 926 R .N. rV. APPROVED I`rau4L. 3" MIN. CONCRETE COVER at ALL EXPOSED STEEL TYP. u 1 ELD SEND P ELL) et ENF3 2'- 6" #3 ® 18 "o /c REINFORCING STEEL WELDING 1. WELDED NFORCIN6 STEEL SHALL BE GRADE 60 (F•y= 611,000 PSI) AND WELDED PER ANSI /AWS D1.4 -79 " STRUCTURAL WELDING CODE - REINFORCING STEEL ". PIECES TO BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OF PIECE SHALL BE AT OR ABOVE 500 °F. AFTER WELDING IS COAPLETED, BARS SHALL BE ALLOWED TO COOL TO AM(4IENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDINNG TO BE BY WABO CERTIFIED WELDERS. USE FRESH E90XX ELECTRODES (AWS A5.1 OR A5.5). IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3° OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 305(A)4. 8" P.C. CONC. PANEL . St' AB ON GRADE PER PLAN 11/211 KEY' 7rr P.C. PNL. #5 CONT. ( 1T. it 213.) SLAB ON GRADE PER PLAN - J 4 4 x 3/8 x O'-8" w/ 2 -- x 2 "-0' at 5 "GA. at EA. D OF PNL (SEE ELL S� 314" NON - SHRINK 1 /4lV R 2 x 3/8 x 0'- 8" (PER PLAN 10 FIELD e,EMD R . GHEN EDGE OF WALL TO 1 4" MIN. AMPLITUDE F=11ELt,7 BENMD • •,: • • STRUCTURAL STEEL ALI.IORK IN ACCORDANCE WITH "RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE CODE OF STANDARD PRACTICE ". STRUCUTRAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTA A -36 tFy=36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy- 46,000 PSI) BOLTS ASTM A -325N EXCEPT ERECTION BOLTS ASTN A -307 PROVIDE MINIMUUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 266 FOR CONCRETE. ENGINEERS NORTHWEST APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. 1NSTALLATIC:S SHALL CONFORM WITH IC8O APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITH ANSI /AWS D1.1 -85 "STRUCTURAL WELDING CODE- STEEL ". WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANNIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELLHEAD STUDS. -' -_ STEEL JOISTS AND MST - ER J .G.) PEEL r i �r- AE Ato SHALL BE DESIGNED IN ACCORDANCE WITH THE "STANDARD SPECIFICATION FOR OPEN WES STEEL JOISTS K- SERIES AND LH- SERIES" ADOPTED BY THE STEEL JOIST INSTITUTE. VERIFY ALL M4ECHANICAL AND ELECTRICAL LOADS. PROVIDE BRIDGING AS REQUIRED BY JOIST INSTITUTE STDS. PROVIDE BEARING SEATS TO MATCH ROOF SLOPES. JOIST GIRDERS TO HAVE M1IN. YIELD OF 50 KSI AND BEARING DEPTH OF 6 ". PROVIDE BOLTS AND SLOTTED HOLES PER MANUFACTURERS SPECIFICATIONS. SUBMIT J.G. DESIGN CALCULATIONS AND SHOP DRAWINGS TO ENGINEERS NORTHWEST PRIOR 10 FABRICATION. CALCS TO SHOW DESIGN LOADS. CALCS AND SHOP DRAWINGS TO HAVE THE STA2 OF A WASHINGTON STATE PROFESSIONAL STRUCTURAL ENGINEER. UNLESS NOTED OTHERWISE ON PLAN, LIMIT DEFLECTIONS TO L/240 TOTAL LOAD AND L/360 LIVE LOAD. NOTE: SEE SECTIONS FOR ADDITIONAL DESIGN REQUIREMENTS. ALL JOIST GIRDER/JOIST GIRDER CONNECTION -SHALL BE DESIGNED, DETAILED SECTION I ANO PROVIDED BY MANUFACTURER. SUBMIT STARED CALCS WITH SHOP DRAWINGS. .. .,,..1...=...r._.,..., STEEL ROOF DECK 3/4" 1, -O" STEEL L DM SHALL BE ENGINEERS NORTHWEST APPROVED EQUAL OR 1 -I /2" VERCO TYPE "HSB" --GALVANIZED WITH 36" WIDE SHEETS; STANDING, INTERLOCKING SIDE SEAS; AND CONFORMING WITH ASTN A446, GRADE GALVANIZE G-50 PER ASTN A525. SEE PLAN FOR DECK GUAGE AND CONNECTIONS. NIA_ D;C+1. PROPERTIES- P2 - t =f_1R3 I!t4_ S =0.209 IN3: 20 &AGE - 1= 0_2331 IN4: S=0.271 IN3_ PUDDLE WELDS SHALL HAVE NET FUSION AREA WITH THE STEEL FRAMING EQUIVALENT TO 3/8" BY 1" OR 1 /2" IN DIAMETER. 2'- 6" LviIN. It 6 x 1/2 x 1'•-O' w/ 2 -3/4"1/ x 0'-6" W.H.S. at S' GA. - FOOTING SIZE PER PLAN RETNF. PER FOOTING ql NO S: 1. FOOTING D )WE S NOTED THUS: Q 2. WALL REINF. PER WALL ELEVATIONS. TILE 3/4" 1'-- 0" T.S. COL PER PLAN HAUNCH REINF. PER SECT. H -7 LE SECT1ON 3 /4" = 1'� 0•' 11/2" w 1 _ 0" T.S. COL. PER PLAN P.C. WALL PER WALL ELEVATIONS F P.C. PANEL PER ELEVATIONS SLAB ON GRADE PER PLAN SLAB OR ASPHALT PER ARCH. 3" MIN. CONCRETE COVER at ALL EXPOSED STEEL SLAB ON GRADE PER PLAN STEEL FLOOR DECK SEL iLo DECK TO BE 26 GAGE VULCRAFT GALVANIZED FORM DECK OR EQUIVALENT WITH 3 -1/2" TOTAL THICKNESS CONCRETE SLAB AND 12x12 WM2.8xV2.8 WWF. MIN. PROPERTIES OF DECK SHALT. BE I -0.073 IN4 S'O.098 IN3. DECK SHALL CONFORM TO ASTN A446, GRADE E WITH A 80,000 PSI YIELD. CONNECT TO AL SUPPORTS WITH 4 PUDDLE WELDS WITH 14 GAGE WASHERS PER SHEET ACROSS EACH PANEL; PUDDLE WELD AT 18" 0/C AT SUPPORTS PARALLEL TO SPAN. TYPICAL UNLES NOTED OTHEWISE. CONCRETE ADMIX ES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USED FCrRr1 RestER me,! r 1c;° peep NOTE: PAINT AL STEEL EXPOSED TO SOIL w/ 3 COATS OF ASPHALTIC PAINT. CONN. PER SECT. E -7 at END OF PANEL (SEE ELEVS�• NOTE: PAINT ALL STEEL POSED TO SOIL w3 COATS OF ASPHALTIC PAINT. 0'-- 0" 1/4 132" TYP. G ROUT +b Ol - SHR . A/ BOLTS (EMBED 6" IAN )ra 17-1, ffi FOOTING SIZE & REINF. PER PLAN & SCHEDULE -- PER PLAN e"» SCHEDULE w r i•r.r.�.i (PER PLAN) SECTI ON 3/4" = 1'...0+, L LIGHT GAGE STEEL FRAMING WW6TEFOA-PEANs. ITTRID 16 GAGE SHALL CONFORM TO ASIA 446, GRADE D. 18 RAGE AND LIGHTER SHALL CONFOR#% TO ASTM 446, GRADE A. LIGHT GAGE FRPJ ING TO HAVE THE FOLLOWING MINIMLUM PROPERTIES: CALLOUT SIZE GAGE I(IN4) S(IN3) A(IN2) LY(IN) 0:17-231.8 3- 1 2271-1 /2" 18 0.650 0.311 D.340 0.564 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. WINDOW WALLS Vf -3-W -SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONVECTIONS, ETC. REQUIRED FOR WINDOW WALL SUPPORT. SPECIAL CONDITIONS ONNTRACT RRSTIALL VERIFY ALL DIMENSIONS INCLUDING FOOTING ELEVATIONS IN THE 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 100TE 1 SET OF PRINTS AND 1 SET Of REPRODUCIBLE SEPIAS OF SOP DRAWINGS TO ENGINEERS NORTHWES FOR APPROVAL PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, NISCELLAN., L:INFORN;IING ...STEEL, STEEL JOISTS AND JOIST GIRDERS, STEEL DECK, AND WINDOW WALLS! t'teg• 1.� .�u 1r , •.z•- IC�•R" Qhlc .5. HN c_Ai.C:,tii.An04.'0S Ali Joi..51- GIszoe -Rz �.. • C7CG rCgJeO . Y�1�5T r' i - 7-0 IC r.r :1_.A Fe) s'{ E j i Cr .1..,1 P W a r . INSPECTION .,_ PER-OWSRTION 305 AND 306 AND TO BE PERFORMED BY UAMES Ar MOORE OR BY AN INDEPENDENT LTS, INSPECTION AGENCY APPROVED PRIOR 10 CONSTRUCTION BY THE ARCHITECT AND ENGINEERS NORTHWEST. FOUNDATION: DETERMINE OPTIMUM DENSITY. TAKE COMPACTION! TESTS OF SUBGRADE AND FILL PLACEMENT. SOILS ENGINEER TO INSPECT FOOTINGS J'.OST PRIOR TO CONCRETE PLACEMENT TO INSURE CONDITIONS ARE AS ANTICIPATED. SOILS ENGINEER IS TO PERFORM A REVIEW OF WORK DURING CONSTRUCTION OF THE EARTHWORK, EXCAVATION AND FOUNDATION PHASES. TAKE CONCRETE CYLINDERS PER UBC SECTION 306. VERIFY SLUMP. 3 CYLINDERS PER 50 CUBIC YAMS. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK F REQUIRED COVER, SIZE AND GRADE. NOTIFY BUILDING DEPARTMENT AND ENGINEERS NORTHWEST FOR INSPECTION A MINIMUM OF 48 HOURS PRIOR TO COVERING. INSPECT ALL FIELD WELDS. FULL PENETRATION WELDS TO BE INSPECTED BY ULTRASONIC OR RADIOGRAPHIC METHOD. SUBMIT INSPECTION REPORTS TO ENGINEERS NORTHWEST. SPECIAL INSPECTION REQUIRED DURING INSTALLATION!. CONCRETE: REINFORCING: STEEL DECKS: WELDING: PARABOLTS: NOTE TO UECHANICAL AND ELECTRICAL TRADES tarRAZPOR sOALE-SORmirfaxs SHQWINt; CATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY M1ECHAI1ICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDE!) TA THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPdENT. 2(37 CI Y OF TU ;:■HULA APPROVED MAY /2) 1988 FOUN2AT 1 ON SECT I2MS Q 1 Ca- 5- N .AL. JOTS PREIRIINM MT MR OCINIFIVWCTIOU PURPOSES GINS RS-NOR ST. IN • r.....•. *arew R m•ri •• 1►1.r4.n.+..,r0.r + w•:.0a.0.00 •••••.. NTH! 11111 r7:11, I 11 111111OWI1111i • 2 •t .k 4v!ar!++.w.wo...+.rArgre AP.. 9Fe4^awn.itt52Wrce_*7D•'M9. -; 'tr. c^..- 00•rn•410....y. ... ._. 11 i 1 I111 1 1111! i 11 N111111111111 ; I1 111•11 1 lili,l 1111111lI Ijl 1 IC I I 1 I1 1 III l Ijl 1 I 1 ! 1 lWW 1 111 l I1i1 TOTE: If the microfilmed document is less clear than this 4r 4 — L... ■■ 44 ■ A.m] 4 ru nF 04s. n.•4 s4 na 1 Ann■weant• .JNr_11.1% -Yk FOOTING & TUBE COL. CL l'Is. #411---it EA. WAY 1" BAS: w// 4 - 3/4"0 A. 8OLTS�(EM8ED S" MIN.) `'LAB ON GRADE PER PLAN --- P.C. WALL PER PLAN & WALL ELEVATIONS •-- SLAB DOWELS PER WALL. ELEVATIONS P.C. PANEL PER PLAN & WALL ELEVATIONS CLOSURE KEY TO BE GROUTED WITH A NON- - SHRiNK GROUT P.C. WALL PER PLAN & WALL ELEVATIONS GENERAL NOTES THE FOLL( PINTO NOTES APPLY UNLESS NOTED OTHERWISE. COKE: UNIFORM BUILDING CODE - -- 1915 EDITION LIVE LOADS 15 PSF WIND 8O 18'H EXPOSURE B SEISMIC ZONE 3 FLOOR BEANS 50 PSF FLOOR BAR JOISTS 100 PSF 2• -O" DEAD LOADS SLAB ON GRADE PER PLAN '-- 3" MIN. CONCRETE COVER at ALL EXPOSED STEEL 111P. SLAB ON GRADE PER PLAN _.- 3 4« K LOMING GROUT 2O"x3 /8x0'• -9 "at 3'- o/c HOLD -11X-0" CL.R. SOIL PER ARCH. -- '- JOISTS (INCLUDING JOIST WT) 16 PSF FLOOR BEAMS OR JOIST GIRDERS (EXCLUDING REAM) 50 PSF + 20 PSF PARTITIONS FLOOR BAR JOIST (INCLUDING JOIST WT) 50 PSF PLAN ON GRADE PER FO(fl1I)4T I ON .ac- .-:•� • x P.C. SLAB DOWELS ,PER WALL ELEVATIONS { SJMED SOIL BEARING 2000 PSF IN ACCORDANCE WITH SOILS REPORT #142&6 -007 -016 DATED AUG.26, 198 V DAMES 8 MOORE. THE SITE SHALL BE PREPARED PER SOILS ENGINEERS RECONKLADATIONS. ALL TERIOR FOOTINGS SHALL BE FOUNDED A MINIMUM OF 1' -6" BELOW FINISHED GRADE. SLABS AND OOTINGS SHALL BEAR ON STRUCTURAL FILL CONPACTED TO 95% OF THE HAILLSWASL s : ON - ASTM D -1557 TEST PROCEDURE. SEE NOTE BELOW UNDER INSPECTIONS'. F'Re• LosAO ISOILrJ!►Job A RAOA.3 Pct . OI L.S 2P...t'c7RT. CONCRETE �----` --- -"..� C8x11.5x1'-0"w12-- 2'--0" at 8" GA. of 3' -0"o Cr z 4x1/2xV -2 "w/ at 10" GA. EA. WA at 3- CY'o /c 3/4" NON --• SHRINK GROUT 3/4" NON - SHRINK GORUT I •; r r •' . • SSZE PER FDN. PLANS REINF. PER FTG. SCHEDULE, TYP. PER PLAN) • FOO G Sim PER PLAN (PER PL.AN1 FOOTING SIZE At DEPTH PER PLAN •- -- 1 SECTION 3/4" nu V-0" P.C. PANEL PER PLAN & WALL ELEVATIONS P.C. SLAB DOWELS PER WALL ELEVATIONS HOLD 1 /2" CLR. SECTION Err-: rrrrs 3 4" 2a 1'_ 0„ PER ARCH. 1 - #4 CONT. r 3 x 3 x 1/4" CONT. w/ 3/4"� x 0'-6" W.M.S. of 2 "o /a. VERIFY DETAIL w/ ELEV. MFR. FE3 OO ° &• (a s ° GROSS 71E HOOKS 1"-c) 5E ALTERNATED --- - 7 TIE ARRANGEMENT SECTION rr.rr 3/4" 0, 1' -0" CAST LaOTTOM PORTION Op C.I.P. PILASTER UP TO WITHIN 2 "TU4 ©F P.C. P1 LAS-re R. . EN'T'IRELY FILL. THE 2" "10 4•" v010 W, NON - SHRINK GROUT M. 5. MASTER PLOW -DB OR 92•P' OR E.N. W. APPf OvEW u4L. 3" MIN. CONCRETE COVER at ALL EXPOSED STEEL SLAB ON GRADE PER PANEL CONC. 1 .. KEY _i4 4 x 3/8 x O =-li1' w/ 2 - x 2'-O" at 6"iGA. at EA. D OF PAIL (SEE ELE GROUT NON - SHRINK • 2 x 3/8 x 0-B" (PER PLAN • • • • • • • •• • It 6 x 1/2 x T -0" w/ 2 _3�/4'Q x 0.8" W.H.S. at 9' GA. •-- FOOTING SIZE PER PLAN REINF. PER FOOTING SCHEDULE T.S. COL PER PLAN HAUNCH REINF. PER SECT. H -7 401-Cm 1/4 844" NON-SHRINK ftis 02,ER FLANI 3/4" 1' —O" SLAB ON GRADE PER PLAN NOTE: PAINT ALL STEEL EXPOSED TO SOIL w/ 3 COATS OF ASPHALTIC PAINT. 13'2" TYP. 3/4" BRG. Ft w/ 4 -3/4"� A. BOLTS (EMBED !I" MIN.) FOOTING SZE & REINF. PER PLAN & SCHEDULE —41.' SECTION 2 3/4" la 1'--0" P.C. PANEL PER ELEVATIONS SLAB OR ASPHALT PER ARCH. 4,C'- 0" 3" MIN. CONCRETE COVER at ALL EXPOSED STEEL CONN. PER SECT E -7 at A. END OF PANEL (SEE ELEVS.) (✓1ELO END RI ELD t5 EN C) P.C. PAIL.. ' ski' -'•ki. j iy.�: r II'xLD e)1rN x • R • GHEN EDGE- OF WALL TO 1 4" MIN. AMPLITUDE -- F•rf mean NOT: FOOTING DOWELS NOTED THUS: 0 WALL REINS. PER WALL ELEVATIONS. T.S. COL PER PLAN 1/2," 4. 1, • 0„ P.C. WALL PER WALL. ELEVATIONS f SLAB ON GRADE PER PLAN NOTE: PAINT ALL STEEL OSED TO SOIL w 3 COATS OF A HALTIC PAINT. FCO`I1NG BEYOND #5 CONT. (1T. & 28.) SECTION 2 -,' r--- #3 0 18 "o /c. t c i SLAB ON GRADE PER PLAN •-1 • r } FOOTING SIZE & REINF. PER PLAN & SCHEDULE -4 PER PLAtv,) - • • PER PLAN & FOOTING SCHEDULE 3/4" ee 11 -01. (PER PLAN) 3/4" +" 1' —O" �Z 6" SECTION 3/4" la 1.— D" Z�7 ffrc =4O PSI INiSPECTED FOR WALLS �`" °•-� "� -'-�r_ f'c =3O00 PSI INSPECTED FOR FLOOR SLABS f'c =3000 PSI INSPECTED FOR SLABS ON GRADE AND FOOTINGS. ULTIMATE STRENGTH DESIGN METHOD USED. NIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318 -83. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 3" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURIfNG SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3E TO 6% AIR BY VOLUME. REINFORCING STEEL AII-CONCRYIE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615 -789 GRADE 60 (fy= 6(9,000 PSI). LAP COITINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7" MI OM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASSN A165. PEINFORCING HOOKS TO CO(IPLY TUTU STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMES) SURFACES -- WEATHER 8 EARTH FACE 1 -1/2 INCHES -- INTERIOR FACE 3/4 INCHES REINFORCING STEEL WELDING Lf. R I ORCING STEEL SHALL BE GRADE 60 (Fy=60,000 PSI) AND WELDED PER ANSI /ALPS D'1.4 -79 "STRUCTURAL WELDING CODE - REINFORCING STEEL ". PIECES TO BE WELDED SHALL BE PREHEATED IN SUCH A. MANNER THAT THE CROSS SECTION OF THE BAR OF PIECE SHALL BE AT OR ABOVE 500 °F. AFTER WELDING IS COMPLETED, BARS SHALL BE ALLOWED TO COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING TO BE BY WABO CERTIFIED WELDERS. USE FRESH E90XX ELECTRODES (AWS A5.1 OR A5.5).. IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD RENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 305(A)4. STRUCTURAL STEEL AL WORT tN ORDANCE WITH "AISC SPECIFICATI(Ni FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE CODE OF STANDARD PRACTICE ". STRUCTTRAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy=36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (F)=46,000 PS ;) BOLTS ASTM A- 325N EXCEPT ERECTION BOLTS ASTM A -307 PROVIDE MINIMUM EMBEDPENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. ENGINEERS NORTHWEST APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR DOLTS IN CONCRETE. INSTALLATIONS SHALL CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED.• ALL WELDING TO CONFORM WITH ANSI /ALPS 01.1 -85 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WLDHEAD STUDS. -- STEEL JOISTS AND JOIST GIRDERS J.O. .1T' M STEEL 8 SHALL BE DESIGNED IN ACCORDANCE WITH THE "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS K- SERIES AND LH- SERIES" ADOPTED BY THE STEEL JOIST INSTITUTE. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE BRID6IIE4 AS REQUIRED BY JOIST INSTITUTE STDS. PROVIDE BEARING SEATS TO MATCH ROOF SLOPES. JOIST GIRDERS TO HAVE MIN. YIELD OF SO KSI AND BEARING DEPTH OF 6 ". PROVIDE BOLTS AND SLOTTED HOLES PER MANUFACTURERS SPECIFICATIONS. SUBMIT J.G. DESIGN CALCULATIONS AND SHOP DRAWINGS TO ENGINEERS NORTHWEST PRIOR TO FABRICATION. CALCS TO SHOW DESIGN LOADS. CALCS AND SHOP DRAWINGS TO HAVE THE STAMP OF A WASHINGTON STATE PROFESSIONAL STRUCTURAL ENGINEER. UNLESS NOTED OTHERWISE ON PLAN, LIMIT DEFLECTIONS TO L /240 TOTAL LOAD AND L/360 LIVE LOAD. NOTE: SEE SECTIONS FOR ADDITIONAL DESIGN REQUIREMENTS. ALL JOIST GIRDER/JOIST GIRDER CONNECTIONS SHALL BE DESIGNED, DETAILED AND PROVIDED BY MANUFACTURER. SUBMIT STAMPED CALCS WITH SHOP DRAWINGS. Ft STEEL ROOF DECK riTETRObrbreg SHALL BE ENGINEERS NORTHWEST APPROVED EQUAL OR 1 -1/2" YERCO TYPE "HSB" (JALITANIZED WITH 36" WIDE SHEETS; STANDING, INTERLOCKING SIDE SEAMS; AND CONFORMING WITH ASTM A446, GRADE A. GALVANIZE G-60 PER ASTM A525. SEE PLAN FOR DECK GUAGE AND CONNECTIONS. MIN. DECK PROPERTIES: 22 GAGE - I =0.183 In4, S =0.209 IN3; 20 GAGE - I =0.233 IN4, Su0.271 IN3. PUDDLE WELDS SHALL HAVE NET FUSION AREA WITH THE STEEL FRAMING EQUIVALENT TO 3/8* BY 1" OR 1/2' IN DIAMETER. AEI Ft o Corr STEEL FLOOR bra TO BE 26 GAGE VULCRAFT GALVANIZED FORM DECK OR EQUIVALENT WITH 3-1/2" TOTAL THICKNESS CONCRETE SLAB AND 12x12 W2.8xW2.8 MWF. MIN. PROPERTIES OF DECK SHALL BE 1 =0.073 1N4 S =0.098 IN3. DECK SHALL CONFORM TO ASTH A446, GRADE E WITH A 80,000 PSI YIELD. CONNECT TO A SUPPIMTS WITH 4 PUDDLE WELDS WITH 14 GAGE WASHERS PER SHEET ACROSS EACH PANEL; PUDDLE WELD AT 18" 0/C AT SUPPORTS PARALLEL TO SPAN. TYPICAL UNLESS NOTED OTHEWISE. CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USEDSF'orzM re4.K Tr,7e I J'10,' DEeP LIGHT GAGE STEEL FRAMING AS NOTED ON PLANS. II -AND 16 GAGE SHALL CONFORM TO ASTM 446, GRADED 18 GAGE AND LIGHTER SHALL CONFORM TO ASTNi 446, GRADE A. LIGHT GAGE FRAMING TO HAVE THE FOLLOWING MINIMUM PROPERTIES: CALLOUT SIZE GAGE IOWA) S(IN3) A(IN2) 7'Fx18 3- 1!2x1 -1/2" 1$- 0.6500 t.371 0.340 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. WINDOW WALLS_ dT�(!?(D�i01 REL SL'i0P DRAWINGS WITS! CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC. REQUIRED FOR WINDOW WALL SUPPORT. rYs IL+I) SPECIAL CONDITIONS CONTRACTOR SHALE-VERIFY ALL DIMENSIONS INCLUDING FOOTING ELEVATIONS IN THE FIELD AND SHALE. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS . TUMIT 1 SET OF PRINTS AND I SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS YO ENGINEERS NORTHWES FOR APPROVAL PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLAN INF{>!RCINa/' TEEL, STEEL JOISTS AND JOIST GIRDERS, STEEL DECK, ANO WINDOW WALL . rtr- . I•rca ,; + -.5 MT c�� rfaPF OI.-J . A*1 o CALC U;t,,A1101.1•• C?4 61 izes r� (••gyp ►�, NSPECTIiRI. G�►1�L�Et� C.0K0.1 • 'iG Ci ry of ' oci.,41LA rose 5�4�.v� W f'Rfoie Tc'I"YootsZ.fCAT10P4. Nit Ulit Stt7ION 306 AND 306 AND TO BE PERFORMED BY DAMES 3 MOORE OR BY AN INDEPENDENT 1 INSPECTION AGENCY APPROVED PRIOR TO CONSTRUCTION. BY THE ARCHITECT AND ENGINEERS NORTHWEST. FOUNDATION: DETERMINE OPTIMUM DENSITY. TAKE COMPACTION 'PESTS OF SUBGRADE AND FILL PLACEMENT. SOILS ENGINEER TO INSPECT FOOTINGS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE CONDITIONS ARE AS ANTICIPATED. SOILS ENGINEER IS TO PERFORM A REVIEW OF WORK DURING CONSTRUCTION OF THE EARTHWORK, EXCAVATION AND FOUNDATION PHASES. CONCRETE' TAKE CONCRETE CYLINDERS PER UBC SECTION 306. VERIFY SLUMP. 3 CYLINDERS PER 50 CUBIC YARDS. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK F REQUIRED COVER, SIZE AND GRADE. STEEL DECKS: NOTIFY BUILDING DEPARTMENT AND ENGINEERS NORTHWEST FOR INSPECTION A MINIMUM OF 48 HOURS PRIOR TO COVERING. MELDING: INSPECT ALL FIELD NTLDS. FULL PENETRATION WELDS TO BE INSPECTED BY ULTRASONIC OR RADIOGRAPHIC METHOD. SUBMIT INSPECTION REPORTS TO ENGINEERS NORTHWEST. PARABOLTS: SPECIAL INSPECTION REQUIRED DURING INSTALLATION. ROTE TO IECHANICAL AND ELECTRICAL TRADES -CINTIRATIOR SHAEUggigl T` P SHOWIN L TION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANNICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF 1. MOUNTED EQUIPMENT SHALL OE INCLUDED IN 'THESE PLANS ANO SHALL SHOW LOADS AND LOCATIONS. THESE SNAIL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. CM OF It+,-.ydiLA APPROVED MAY 2) 1988 FOUNtAT 1 ON SCTIOt.S t1 PRELIMINARY pt GINEERS.NORI /14 �.............:,w.nw: c ar•••reiotroto COQ:, M1,..:: .�,'ra...:Z:t7:'1RL.'ke`CO'L'T; ...srrrs',.., . •..,._,.. oc.�e- •r,oifN1►R�r�avw:�......_ `mal APitk 1 A 71 7MS...S••.,l p.S gliprMr,. rr� 1:l 111111111 11111111111 11 I1III1111111I111 1111111111 ,I1I1!111111lijlli!Ii1IIIII' f 1► • 3/2 x 180A. $TL. STUDS AT 16 "o /c Wi 18 GAGE TRACK OP 6c SOT. •--' TYP. EA. 233/2 13'- 6" 7" L 3 1/2 x 2 1/2 x 3/8" (LLV.) CONT. w/ #4 x 3` -0" 0 24 "o /c AUGN w/ r AN INSTRUMENT 1/8j/ 2 1" • K -JSTS. 4 2" i L11-475. <1W. 3 2" SSLAB OVER 26 GA. co co a N o CONN. PER WINDOW WALL MFR. CONN. WINDOW MULLIONS TO SLAB EDGE ANGLE. DO NOT CONN. TO MTL STUDS, TYP. WINDOW MULLION PER ARCH., CONN. TO FLR. FOR HORIZ. SUPPORT ONLY JOIST GIRDER OR WF BM. PER PLAN NOTE: 12" MAX. TYP. AT J.G.'S ALONG 1MNDOW FRAMING N1.0 JOIST PER PLAN CO 2 -12 Iao PER ® 1/4" -8:-I31/2 x 2 1/2 x 2" 0A4 -8 :15x3x 1/4" 3/8' xK2 1/ " W.H.S. CENTER ON DECK VALLEY DETAIL BETWEEN JOISTS BM. STL. I) PER SECT. A -8 1/8V 3/8"0 x 21/2" W.H.S. 0 24 "o /c: IJ v-- 31/2" SLAB OVER 26 GA. FORMDECK ▪ M WINDOW MULLION PER ARCH., CONN. TO FLR. FOR HORIZ. SUPPORT ONLY 1/4 PER PLAN 1/2" r- 4 x 4 x1/4" 0 4'- O "o /c w /'3/8, x x�2�2'�W.H.S. L0 24"0/c x.. • SECTION 3/4" = V-0" 0 A {{ AA SECTION 1 1 3/4" = 11-0" BOLT JOIST CTR'D. ON COL PER MFR'S. RECOMMENDATIONS --I 3/8" w/ 5 -3/4 OL "51 BOLTS IN W18 & W21 BMS. & 4 - 3/4 "9 BOLTS IN 1E EMS. 3/ " w/ 6 x 4 x 0 -8 „ w 2 - 3/4 "91 BOLTS 0 5" GA. DETAIL f 1 /4 4 x1/4" x COL WIDTH 4x34x0' -6" STABILIZER ft 6 x 4 x 3/4" x COL. WIDTH L.L.V. , WHERE JOIST OCCURS 0 COL. 4" K 3 8" x O'-6" WELD It > / 6 x /4"0 4B_ OL.f BOLTS 0 5" GA. Ai3/4 STIFFENER fQ 1 /4J ` I 4 x /2 x COL. WIDTH 1/4 WELD AFTER DEAD 3 LOAD HAS BEEN SECTION 3/4" = 1'-0" SECTION 3/4" = V-0" 4x3/4xO' -6" STABIUZER R _1/2" MAX. JOINT EXCEPT 0 SECT. L - 8A II 6-E.1.3 x5' - 1/4 D II STEEL SHIM PLATES MUST BE INSTALLED IN ORDER TO PROVIDE A TRUE LEVELED JOIST GIRDER BEARING SEAT. OMIT WELD ft ® SECT. L - 8A 1 4 REINFORCING PER WALL ELEVS. P.C. WALL PER PLAN & WALL ELEVS. 22 GA. BENT E -1 2 1/2 x 2 1/2 x V-0" 1/4 3 • 1/4 1/4 1/4 4 x 1/4 x O' -6" STABIUZER N. (TO BE PLACED AFTER JOIST GIRDER IS ERECTED) SECTION 3/4" _- 1'- 0" L LA # OF f'. )LIZ- Peg' F.,6 VC.- I I Oj ' 4- sib "e. kJI <2, - •3,4 <b T� E Fa - cD r' F ..5 _ ijc)�.T ..�f'-'G G. SEE:. PLAN .S - 8 I'-0" 1 SECTION 3/4" = V-0" i r6 x 6 x 1/2 V-0" w/ 3 -2'-6"V. 6 "V. O 3" 3 - 3/4 "Q! x W.H.S. 0 33' G '-6" t. 3x 1/4 x W-6" w 41/8" W.H.S. 0 3" G 2 -1/2 "p Cr) 1 I SECTION CA-8 SAME AS C -8 TS OCCUR ON ONE SIDE OF J.G. (SEE PLAN) EXCEPT LH SERIES JOI PROVIDE 5" SHOE ON -- SERIES JOISTS. SECTION 3/4" = 1,-0" - P.C. PANEL OR SPANDREL PER PLAN , 3' -a' P. SLAB DOWELS '` (GRADE 60) SPACE PER P.C. PANEL ELEVS. BTWN. FUR. JOISTS FOR SUPPORT OF DECK: r 3x21/2x1/4 "ATH• -8& f 5 x 3 x 1/4" AT HA -8 FIELD WELD AT EA. END TO FLR. JOI T TOP CHORD. M1 HOLD 1 1/2" CLR. SECTION 3/4" S2 11-0" P.C. PANEL OR SPANDREL PER PLAN b3. -O,. #4 SLAB DOWELS -I- (GRADE 60) SPACE PER P.C. PANEL ELEVS. FL 9 x 5/8 x V-0" w/ 4 - 5/8"9 x 6 W.H.S. AT 6" GA. EA. WAY 0 EA. JOIST r 3 x 21/2 x 3/8" CONT. (L 24H.)o w/ 3/4"0 PARABOLTS r 6 x 4 x 3/4 x O'-8" TYP. SECTION 3/4" = 11-0" 3/16 BRIDGING PER TRUSS MFR. L. 2 1 2 x 21/2 x 3/16 x 0'-6" w 2 -- 1/2" F ARABOLTS / SECTION 3/4" = V-0" ID x 2/2" W.H.S. 0 24 "o /c L BOLT SCHEDULE WE BEAM SIZE N0. O BOLTS F C8, W10 2 I 3 W16, W18 4 I IMP r IM• M II STEEL SHIM PLATES MUST BE INSTALLED IN ORDER TO PROVIDE A TRUE LEVELED JOIST GIRDER BEARING SEAT. OMIT WELD ft ® SECT. L - 8A 1 4 REINFORCING PER WALL ELEVS. P.C. WALL PER PLAN & WALL ELEVS. 22 GA. BENT E -1 2 1/2 x 2 1/2 x V-0" 1/4 3 • 1/4 1/4 1/4 4 x 1/4 x O' -6" STABIUZER N. (TO BE PLACED AFTER JOIST GIRDER IS ERECTED) SECTION 3/4" _- 1'- 0" L LA # OF f'. )LIZ- Peg' F.,6 VC.- I I Oj ' 4- sib "e. kJI <2, - •3,4 <b T� E Fa - cD r' F ..5 _ ijc)�.T ..�f'-'G G. SEE:. PLAN .S - 8 I'-0" 1 SECTION 3/4" = V-0" i r6 x 6 x 1/2 V-0" w/ 3 -2'-6"V. 6 "V. O 3" 3 - 3/4 "Q! x W.H.S. 0 33' G '-6" t. 3x 1/4 x W-6" w 41/8" W.H.S. 0 3" G 2 -1/2 "p Cr) 1 I SECTION CA-8 SAME AS C -8 TS OCCUR ON ONE SIDE OF J.G. (SEE PLAN) EXCEPT LH SERIES JOI PROVIDE 5" SHOE ON -- SERIES JOISTS. SECTION 3/4" = 1,-0" - P.C. PANEL OR SPANDREL PER PLAN , 3' -a' P. SLAB DOWELS '` (GRADE 60) SPACE PER P.C. PANEL ELEVS. BTWN. FUR. JOISTS FOR SUPPORT OF DECK: r 3x21/2x1/4 "ATH• -8& f 5 x 3 x 1/4" AT HA -8 FIELD WELD AT EA. END TO FLR. JOI T TOP CHORD. M1 HOLD 1 1/2" CLR. SECTION 3/4" S2 11-0" P.C. PANEL OR SPANDREL PER PLAN b3. -O,. #4 SLAB DOWELS -I- (GRADE 60) SPACE PER P.C. PANEL ELEVS. FL 9 x 5/8 x V-0" w/ 4 - 5/8"9 x 6 W.H.S. AT 6" GA. EA. WAY 0 EA. JOIST r 3 x 21/2 x 3/8" CONT. (L 24H.)o w/ 3/4"0 PARABOLTS r 6 x 4 x 3/4 x O'-8" TYP. SECTION 3/4" = 11-0" 3/16 BRIDGING PER TRUSS MFR. L. 2 1 2 x 21/2 x 3/16 x 0'-6" w 2 -- 1/2" F ARABOLTS / SECTION 3/4" = V-0" ID x 2/2" W.H.S. 0 24 "o /c L BOLT SCHEDULE WE BEAM SIZE N0. O BOLTS F C8, W10 2 W12, W14 3 W16, W18 4 43' x�� 3/8" CONN. E w S/411 D AE25N BOLTS PER SECTION 3/4" = V-0" C HOLD Li 1" CLR. P.C. PANEL PER PLAN ADD #4 0 6 "o/c E.W. Ex rE►.;o 1e YO n1 D DFN'GC . PER PLAN iv I- rNOTE: SECTION K -8 SAME AS KA -8 EXCEPT: I P.C. PANEL JOINT DOES NOT OCCUR. -22 GA. BENT ft 21/2" r 1/4 -SEE 5k.c.T. L-Q $ L -e■A STL. SHIM It 1/2" MAX. 16x6x 1/2 x 0 -s �� w /2- #6 x 2'-6"V. 0 4 "GA. & 2 - 3/4"9 x O'-6" W.H.S. 0 4" GA. 0 EA. END OF P.C. PANEL O SECT. K - 8A: 16 x 6 x 1/2 x V7-6" w/ 4 _ #6 x 2'-6"V. 0 4" GA. & 4 - 3 4 "Qrx O'-6" W.H.S. 0 4" GA. 144x4x1/4x0' -9" w/ 2 - 1 /2 "q x 4138" W.H.S. 0 6666 "GAA. --- L I STEEL JOIST PER PLAN JOIST GIRDER PER PLAN CO NOT WELD J.G. SOT. CHORD TO ANGLE, TYP. L4 x 3 x 1/2 x 0' -6" STABIUZER SECTION 3/4" = V-0" NOTE: SECT. NA- 8 SAME AS N - 8 EXCEPT "K" SERIES JOISTS ALIGN PARALLEL TO J.G. OR STL. BM. SEE SECT. D -8 FOR SIM. DETAIL. PER PLAN 81/2" P.C. CONC. SPANDREL r-310" x 2Y2 x 1/4" (L.L.H.) BTWN. FLOOR JOISS A CLR. TYP. F3/2 x 21-/2 H. TO LEG VS JST. LA. END SLAB DOWEL PER - PANEL ELEVS. Pr) - I -E21/2 x 21(2 x 1/4" AT LOCATIONS PEER PLA/ 2 • -1/2 "fix 0'-2_/8" UFORM DECK s. AROUND W.H.S.'e FOR FULL EMBED- MENT INTO SLAB. TOP TRACK TO VS JST. TYP. I "K" SERIES JOIST PER PLAN 13/2" 1 DREAKQdr y�f AGe. Peig .t.4AL.L. EL eV (GQ►1Ti24G i OR..S O PTI TeD PRO` ✓I r)e. TYPe Al2 • 3/16(/2" C4 "VS" OR "K" JST. PER, PLAN r_4 x 3132 x 3/8" CONT. w/ 2 -- /4"0 ARABOLTS 0 N 9 H. GA. CTR'D. ON EA. FLR. IJJO1ST F' G, 1-JALL PER. 1.4ALL eLe.vArION.S ArJO I - w 5 -<71•1T. I.1C.r:. rJ .4/4" C.L.. 6 x 3/8 x 11-0" w 2 - 3/4 "6 PARASOL S 0 9GA. M i 31/2 x 18GA. STL.. JOISTS 0 24"o/c w/ 18 GA. TRACK EA. END 2 - SCREWS EA. STUDJTRACK -" TYP. ALL SCREWS TO BE #6-20 x 7/16" HEX WASHER HEAD SELF DRILLING. 3/4'l PARABOLTS 0 24"o/c. LOCATE 3" FROM C EA. SOFFIT JOIST -.._. V-4" STL. BM. OR J.G. PER PLAN NJorE : F 4LA►JGe OF f'J�TL_ Pere AEG t . J -8 I %2" I.O. ,5LeeVtwo P.G. PVL, c OUT' DL 1 0 N APrEte owL. FL ..er- 1atifT' AO�EfJ Ize -tNJF 5. \PEQ PLA N cv ler K KA 9 ' /,E, K ;I -n" 4-`'4',A.341 .5TL, ')rJ GrIibo € ao t--1PbE0.5 . FACE cDP 7�1P.C. FNL, P RSECT H- c 8 : E- ►-'C, PEg JTL . 45v! {Y) -x :�rwlrw fir.+:. x J51- peg PLAN �Ir.AiC5 P�rZ '-. ;r: ►-1 . & =-_ -- SUSP. CEILING PER ARCH. SECTION J :/4" .3 /Q," j ('. 0" .JOT: pROV!OE re-A? FL. PE .SE.G.T. ecrio0 -51"1 L • 5 RIG•.5 PLAN 4- >3 K - ■SEQ1E..S T.5. PEQ r?l.�N @ c.•?'' . V # 2'a '� ►'� - "�T W hI. PL f�'. �C•�t-4A. I10`��LO I.4C?L_ e.A .5n . '"1, Fe R f LA►' N Co" Q QA PL. A K1 ' -v e tie - PE.r`' FLA1.1 I /2„ MAX. Co" c-)R 1yz{, PEI J. G. riFR. �7 L. Pam. wf GC>..11J. PLR .5ec -T. . c1 57EEL 6M, PER PL•41■J 3/4^ 4... Lu{ 2.. - i i i T (.);- G - 8.�rr• en d 405,4" x 344 0=10" (L.L.V..� w/ 2- ¢. "56 8oL.TS ■4!AY.211 988 Clni J-sT, GIRAER ira2 PLAN) b � - 4" R .4/6' r� W .o 44: 4► fto l_TNS P� r' G. Z-5/4-H Fr WI. - PzoL. •5 /. ;Vz" .3' � . G ©L . PVC P,,A ►� �� - J:a► G IRL,MC ftR FLA . - PER PLAnI MAR I 6 1988 ff'LAki /4." -2 IN 0 1f. fll•, II11 .. I1j1j;!1!1!!!;i j�IjIJ i�i�i�ili�i�l�!Ii�i�i;1ii1I1I1 5 6 r II�Illllll�lll�iil�I I iIII 7 8 Uljl�l�l .J SECTION 4441 1 = I' - 0I{ t jI lli1lliiV! I)I��I1III� 1() 11 ,RI i{I /II {M4FN,11' 1 �r n r H ECA), /5 g c:;, 7/8 x c.7010 /35 7 c-Y.1LY As Rczi'lZ.). JL /1.2 g x -1/8 / - " q /bc-c..7-,5 Sco /5 - `3,151.. " (15 / 1Z- Ns/g." cA C)L T5 (.;.) ICa 4-1 16 ebt-1'..S., " ieDnI__T-..5 c_A.) (.1 / '-1 Co - "d e("3(._ Tz.5 , 7 - 7 7 4 ' / C L STL . ■.5 . frbri • CICD/\//■./. C 7-7 CA/ L!1 2- g. k;r1. f'L.At/ 1,11 5 (...)/_2./oces 0 = c; 1 746 CO" OCks /5L G. 7 of./(....y ar:‘, t t -fzfLAJ lbsr k..// .S- A/9." k./ kJ CDR P-../ 24- 151-1 ■ 4..4.4., et) L7-,..5 t...1 I Go L-../ 1 6 ,e,t- 5. Tr-I=VCAL /-■// G. C c)Nkt E; /---/ 1 c -2.1 1-.1 Z4- .5'71 A 7-/CDN/ 3/9" = /1- (_)" 4._ C)1 r-I c.. °1 r...5 • /=)L.A IN" OPEN/1■1 5/ZE PER PLAN' STL., STUD dc/ZAM/14 PEd ARCH. -------• ,71L FLA 0 r / r6,-/ • rz-k...A/4 1 L I> \ 5" '4'es r/..) 4 77'F'1C_AL_ 1,1F" C ONA/1 4.1 / 4- , ••••■•••••••• L, /c:, i:;k_Ar,„/ JL Co 5/1co r -011 P..// - 1-)Ai''Ai - ,45C)t_r.„3 Z c;b /Drt- . •3/9." CT/CA/ r 5M, PEP OPEA.1//s/ 5/2E PER Pl-AN ■„57-x-, kbr-I . / C.)" „ L 3/z 2//z A 2i4"t (AZ./ 4/V \A■i/ INSMUME/VT) s7-4. M. PE/Z PLAN -- pale PLAN ONO/ 77 C7/./ OE L-1 141 G, PANEL PER. G G A sa.., BM PEK PLAN ERECT/eN PL;i7/1 d"/':;r ey/ROER PER PLAN fIZE E::77 fag CONN. TO p.c. PANEL) - ' t\* rl4 3//g 01-41" CCIVAI L A P.C. tx/ALL. PaR P/V,IEL. IE L EV 5. 1 , #±., / i, , .4 •_:44_____ f. / " / x / " 3/4."45 A O'-e..o" tes/s-65. e ep C7A. 110.- 5L.A5/CE.CK PI PL/4/4 417-- / f+ \-1 7.111 itize M4 X. \r" Y.4." PL A NI 5-n_. /bm. /vex_ PL/4/./ E C. 77 CD SECT/ 0A1 41. _ /J Nhole; )5ALA&Ice C")/z. De7",4/4., PZie, .5447 4-6. 54.-.= C. T 0 yzn MAX. 1-1745A/g0-if/Iitv‘ ' A e_ -775. P/SR FO/J. PL/414 /4.4 I'-c' **/ •3/4" '- 1'' 7' 314" • -FACE OF l.V/A1PCNAI WA LL PLAN t7-? 7.--/C)&/ 57L. -1015r Pk.R. FLA./ ...1c)157 Peg PLAI■J 4z4itra.04.65,ibutotiAac.,„,„ 4-2k. /I As P:eg P444 Q Z.7.4 T/C,/1/4../ 3/4" /g-co• E/40 PO-le SZCi: C-9 (. oA j0/5• Peg PLAN/ C , PE-- PLc.-; CA/c, fv±-51- " 3/3l' : AA(.../4t.lcC A-)e/Z,:s.c...7-, G-8 1,5' - (0" , ,et-7. P,DE YCIIN/ r:) Li/ EN1r3 ,..SA A3 fe 4-4' ,be._-_) rbr--7, pek, W1, c()PF2 \.,E.C.,7-/CD/V •3/q.' =i'-c-)" J T.5. -- fze/<. %es CAFz, 4, 41. A'cs c)1- 7" P./ / $.4,(4.' bc.L.T.-.5 Co .5., ecT7GtJ .3/ q. " 0 r-z-743"s5,+,, 11...can tv• - 4 5/6u 54,, /1-40"AV. 5EczriQij / 775. -51/•1. 5k.c."7: 13i.oCK- Our /t,1 RC. Ft-iL. FOR. St..Ake, 571..7Q P/15 THRLJ /39-4.0" -*(5 51- 3 - /\/ 1. / - " P L n r ,t5)(e) VZ d'&" w/ z•3/4yx 01-43/40" 1.v,t4,5.16 5" C7Ac).. NOTZ.1 PRC:)\110.E. - 7;5. COL./ Wi4 -L :G»j45 . e -4/5c).//e. Tor' OF 5 L4 et, /Loa -57L, evvt, P.110 /571, Reit P1-41.1 lisf/3 X 14", / 510e_ m. - 2-3/410 43°4.75 oz,e.P 3-c,* HJCI r5i.ocK ch.•7* \Tyr: AA.\ RE-64X/ Vol To 144TC.,-1 Ti.. ,5/4, v1IOTI-1 t.v/ SOL7S 775. PAdle P4.44 .34 0 4 / 5 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 H 1 1 1 1 1 1 1 1 111111.1111 11111 1,11111 111111111111111j11111111,11111111111111111111 111111W11111111111 111 111.11 1 101111111111111111111H., 1, 5 C-) 7 8 9 If the mic:ofilmed document is less clear than this 1() 11 v4 12 CI)' APPROVF_D MAYA 1983 ) NO DESCRIPTION DATE • '''v1:. CONN. SAME AS SECTION A - -8 STL BMS. PER PLAN SECTION A -10 3/4" = 11-0" -- R. 12 x 1 x 31-6" w/ 10 - 3/4"0 x 01-5 /16" W.H.S.'s GI 9 "GA. EA. WAY d W J aQ, 5/16 a TYpJc A L TA r P/.. A RETURN at TOP do BOT. 1/2" 5/16 • .—u ST L. BEAM PER PLAN w/ JL CONN. PER SECT. A -9 EXCEPT WELD iL's TO EMBED SECTION B 7-10 3/4" = 11-0" F.P. 13' -0" F.P. C,%1 6 riP.i /4/srar1 sib• PA iN)tr IIM Olit ! afvf A * .SECT /O.AJ • It tdirurAi. SH/M #4:, tee. 0p. • 'S" 446a a/ GrA,1D4L #7444 7 1" �L CONN. FOR EA. STL BM. PER SECT. A -9 STL BEAM PER PLAN SECTION C -10 • 3/4" = 1'- 0" • 1/b" f? 5 , 67Z. ,Ct,vlt.E. a >wAr1 5re./^.14ER5 F.P. 3/8" R. w/ 7 - 3/4"0 BOLTS at W24 BMS. 5 - 3/4"p BOLTS at W18 BMS. 3 - 3/4"p BOLTS at W14 EMS. / PLAN %4" 10 ° G©•IC. ,.KJ &pig L 14 r ..0 mErA s 3/4" = 1,_ 0" TL BM. WEB FLANGES NOT SHOWN ORM CLARITY) CAPE vas. homes" °c ft) 131-6" 546. „v 4'444 cxr) PER PLAN a. STL. BM. PER PLAN w/ 5/8"� x 0'- 21%16" W.H.S.'s at 36 "o /c SECTION BALANCE OF INFORMATION PER SECTION J -8. -10 b i, •WI.4 A *,./. W V. IPL'- 22 eA. 4Ai.v.. %/FAG° «a" vi 4 5C w S Hi -FORb1 .2¢ , /o' F 3a.3ac. cam PG^5/ re. FL 00r £ L L k e zAmcv,v 4{ c.. 3 14: "X 34"),(.340° cc'Pe To ri WII:�3 too T Ck A iVti/ •�. 3/4" = 1' -0'f NO DESCRIPTION DATE ex;),‘ x Oita..�__.�_._,_._ Cl /44,4 /KET/44 PAAI5 #444 META &Rs!6(E Aar,sRFr .? re, 51 .. • CH AA.thl 11‘. 677z/A,JC7jR3 �4." Ca tit FILiLT 'VELD TYFIC.AL STAIR_ EGT0iJS 1111 1! 1W; 11111 1lijil1Hijilililij il! i! lijilililil !I!111iji1i1!i!! li 111j111jiiijil!�I 11 Millf 'f1 hY41l1, 12 �. 5 h '7 R ca 1 () .•••, •.•.. — .+,<+n.•..•,.. a .tr..v+l; +js•E^+�tl�p.t;.nwcess :ur.ar,.as uy t]Wb.tt�mw s•••••.w11arntw4s/•••••• s-. ... .4 Awe- vgaN+l11PN* a^ivr:.rnf M.1r ' .+_< PER PLAN > 1-312x21 /2x1 /4" BTWN. ROOF 'GISTS [PER PLAN] • 0 N r 8 N P EFL P.C. CONC. 6 x 3J 6 x 3/8 x1' -0 "Q w/ 2 - 3/4"0 PARABOLTS AT 9" "H. GA.—� 23_' Wig" < PER PLAN > 81/2" P.C. CONC. PANEL RETURN A TOP & ®OT 1/2." PER PLAN 4 i ROOF JOIST TOP CHORD PANEL POINT 7 ROOF JOIST AT /EA. ?, 92 TO 1/211 PER SCHEDULE • 3/111 7- 30"04r31 2Px 21/2EA 1 1/2" G GALV. AGE & ATTTTACHMENTSEE SCHEDULE D1 ICTCiF CIS; 3/18 2' } F Ma. Min "K" SERIES ROOF JOISTS PER PLAN I-6x4x 1 /2 " CONT. w/ 3/4" PARABOLTS. PROVIDE 2 AT ESA. ROOF JOIST (1 EA. SIDE 0 6" FROM JOIST) & 1 MID-WAY BTWN. ROOF JOISTS. L2 PLAN 1/2 x 2 1/2 x 1/4" AT LOCATIONS PER Tw. EA. END Of •4 SECTION f•• rO otF --11: 15x5x34x V-9" w/ 3/4" x 01- 6" W.H.S. at F -11A: R V-- O" x 3/4 x /1 w/ 6 -Q 3/4"0 4" �b x 0'-6" .H.S.'S 0 9" GA.- 3/4" = V -OFF NOTE: SECTION F -10 SAME AS F - 11 EXCEPT P.C. PANEL JOINT DOES NOT OCCUR 11 FF -r STL. BM. PER PLAN 0 ADD #5 x 4' -0" CTR'D. ON EMBED V JL3 x3x14x1' -0" w/ 2 - 3/4"g ERECTION BOLTS SECTION < PER PLAN > [PER PLAN] 81 /2" P.C. CONC. PANEL 231-p" IL at F — 11 L 40i r: i - ADD/iSx 3' -0' AT EA. W.H.S. ROW otF --11A DETAIL f P.C. PANEL OR SPANDREL PER PLAN .3/4" = V-0" 8- #5 x 2'- 6 "H.0K -11 (4T. & 4B.) 4 5 x 4'-0"H. 0 K - 11 (2T. & 2B.) [ELEV. PER PLAN] TOP BOT. 1/4 V Al s,, at K -11: 2MC18x45.8xO' -9" EACH wif 2 - x 4'-6" ®► iy 5 "GA. V. THRUJPRE- DRILLED HOLES & 4 - 3/4"91 x 0'-6" W.H.S. 0 3 "GA. & 1 - 1/4" STIFFENER a CTR'D. ON CHANNEL at K -11A: MC18 x 45.8 X 1' -0°' w/ 2- x 4'-6" 0 4 "GA. V. THRi 1 RE- DRILLED HOLES, 4 - 1/2" 3/4" g x 0'-6" W.H.S. 0 9 'GA. & 2 - 1/4" STIFF. 'S 0 6 "GA. (NOTE: PROVIDE 4 - 1 /2 "q AIR HOLES 0 WEB OF MC CHANNEL) FA NOTE: SECT. K -11A SAME AS K - 11 EXCEPT P.C. PANEL JOINT DOES NOT OCCUR ON J.G. I-t ----- 2 - 3/4"0 WELDED THREADE=D STUDS 0 5 "GA. 2- 3/4"g BOLTS 0 5 "GA. 0 K -11A JOIST GIRDER PER PLAN — 3" .......slit DTL. k 0 K -11 DTL, k 1 0K -11A 4 N r� N i0 3/8 I/ 6 x 6 x1/2" T.S. _OAK - 11 E x 3/4 �� Q • K 11 1 CTR . OR T.. S. ON J.G. N 6"j SECTION 13 6 x 6 x 3/4 x O'-9" w/ 2- 3/4"0 PARABOLTS 0 9 "GA LOCATE BOLTS 1 1/2" EA. WAY FROM EDGE OF 6" LEG 3/4" = 1'- 0" 2 WELDS PER %VALLEY TOP CHORD PANEL PT. TYP. EA. ENO OF 112 X 2 1/8 .F /\\ ADD D,2 x 2 x 3/16" �/ 111 TS 6x2x3/16" 1 \ SPLICE CTR'D. ON ' ROOF JOIST ONLY / 1 • _<WELD EVERY 1/2"2 7"'C -' VALLEY 11 2 G GALV. AOOC DECK. SEE SCHEDULE 0 I SECTION .�- - - - "K" SERIES ROOF JOIST OR STL BM. PER PLAN r 3 x 3 1/4" w/ 3/4 "g PARABOLTS 0 24 "o /c L PER SECT. A -11 AT LOCATIONS PER PLAN 3/4" = V-0" BOLT ROOF JOIST CTR'D. ON COL. PER. MFR. REQUIREMENTS 2 -. 3 /4"0 BOLTS --- P. CUL &/T. 11 R (PER PLAN] JOIST GIRDER PER PLAN 3/4" R. 3/4" !e TOP & BOT. x COL WIDTH E0. r:Q. R 41/2 x 1/2 x 2'--O" JL3 x 3 x 1/4" w/ 3 - 3/40 BOLTS r�P .AWMIII fa= - 4 1 �I 1 '/4 SECTION 3/4" = r -0" II DETAIL k • r6 x 4 x 3!4 x COL. WIDTH (L.L.V:) WHERE JOIST OCCUR of COL. T. . COL.. PER PLAN w/ 1/4" CAP 0 TOP DETAIL k1 PER PLAN [PER PLAN] ••c -8, 1/2" L— ,12"o/ 1 1 /2" x 22GA. GALV. ROOF DECK — MC6 x 12 BTWN. ROOF JOISTS at C --11A FIELD WELD TO J.G. OR STL. BM. PER SECT. N -11. 1/8 EA. JOIST. Tw. SECTION JOIST GIRDER OR STL. BM. PER PLAN 3/4" = V-0" DETAIL h -11 at H -11 ONLY L 1,. .OFF 1F -0FF ST1_. BM. at SECT. H -11 ONLY—, PER LAN] N W i7■0FFF11111 STL. BM. PER PLAN 1/4 r8x4x1/2xO' -8" 4 #6 x °- 6 "H. A 1 - /2"o /c & 1 - #5 x 2'- 0 "V. 1F 8" P.C. PANEL BEYOND 0 H 11 ONLY 5/16 Ft 4%2 x 1 x 2'-0" !i _.. 11 —.. —it — I II 11 11 11 ( 11 - j 44/2 FIRST W.H.S. 1 1" MAX. 0" ADD 3 - #4r 0 4" o/c 1 SECTION -I PILASTER BEYOND SECT. H -11A ONLY 3/4" = V— 0" Ft 6 x 3/8 x 2'- 0" --� STEEL DECK PER PLAN JOIST GIRDER PER PLAN '- O" 014, V-0" 8" P.C, CONC. PANEL NA P.C. WALL PER PLAN & ELEVATIONS 1/4 ll—' 1..- __-.11 E 11 11 I II II II ___6� 6 E EMBED PER SECT. H -11. SECTION 5 x 1/2 x V-0" SHIM It T.S.4x2x3 /8x 2'- 0" r DETAIL PER SECT. A - 11 TYP. EA. ROOF JST 1/8 2" CTR. WE-5 ON £A.S1UD i/8 V1'F_ 24.. NOTE: BALANCE OF INFORMATION PER SECTION N -11. �IJ SECTION STL. BM. PER PLAN '2 IN Q 3/4" = 1' -0" 1 1/2" GALV. DECKING ow- /1/2"9/- -1 1 /2 "0=12"o /c 1/2"16 WELD EVERY VALLEY END OF ROOF JOIST 11/2" GAL' /. Sit. DECK MC6 x 12 BTWN. JOISTS 1/4 l>2"--12" STL. JOIST PER PLAN SECTION JOIST GIRDER OR STL. BM. PER PLAN 3/4" = V-0" MC6 PER SECT. N -11 1,-O" ROOF JOIST at E -11 BOLT JOIST PER MFR'S. RECOMMENDATIONS STL. BM. EXTENSION at E -11A (SEE SECTION Q -11) Ft 4 1/2 x 1/2 x 2'-0" II 11 11 • • • DETAIL 3 /4FF = 1' -0FF 81/2" P.C. CONC. SPANDREL STL BM. PER PLAN w/ CONN. PER SECT. G -11. STL BM. PER PLAN 8" P.C. CONC. PANEL --- DETAILS PER SECT. 8 - 11 —4 2 x 2 x 1/4" AT 12 "o /c (SEE PLAN) w/ 2" OF 1/4" FIELD WELD EA. END 172'0/ \ 17.0/c T.S. 6 x 2 x 3/16" AT 6' -O "o /c AT EA. END LAP TOP FLANGE 2" OVER TOP CHORD OF ROOF JOIST & COPE WEBS & BOT. FLANGE AS REQ'D. ■ T.S. TOP FLANGE TO ROOF JST. 1 23' -O" WELD EVERY VALLEY SECTION STL BM. PER PLAN 3/4'' >D 1' -0" L 'i " IiH i11I 111p111111111111i1 !IIi11111H11;I1111I 2 - Amor. rJn.- 2 - SCREWS EA. STUD /TRACK. TYP. ALL SCREWS TO BE #6 - 20 x7/16" HEX WASHER HEAD SELF- DRILLIN R 3 x 1/2 x O'-8" w1/ 2- 3/4" � P. BOLTS at 5' GA. 18 END 1/2 STUDS ®24' - . TRACK EA. 2" x 16GA. CONT. STRAP w/ 2 - SCREWS AT EA. SOFFIT JOIST 3" CTR. 18GA. STUD 0 6 "o c UNDER T.S. -- 6 x 2 30L ID FULL DEPTH BLKG. BTWN. SOFFIT JOISTS AT 12'o/c "4.2 1 2 x 21/2 x 1/4" AT 6'o /c (SEE PLAN PER SECT. A -11 3/4 "g PARABOLTS • 24 "o /c. LOCATE 3" FROM EA. JOIST PER PLAN SECTION 3/4" = 1', -0FF 1 11111111111111111 1111111111111111111111111111111 1 1111111111 5 6 7 8 EQ. SECTION STL. BM. PER PLAN SUSP. CEILING IPER ARCH. 3/8" WELD R PER SECTION 0 -11 !!� ANIL T . BM. w/ END DETAIL PER SECTION 0 -11 S.G. OR STL. BEAM PER PLAN 3/4" a 1'- 0" 11111111H ll1111W 111111111111!1 16 1 1 MArI "FP'A. l 12 S Aritk i0 SECT. Q -11 at E -11A ONLY 1/4 3/4"g BOLTS 0 5 "GA. 4" 4 x3/4 x 08-6" STABILIZER It (TYPICAL) SECTION 3/4" = 1' -0FF 1- - -1%2" STEEL ROOF DECK TOP PLATE at CHANNEL SPLICE ONLY. (SEE SECT. G -12) MC6 x 12 PER SECT. G - -12 - E EA MC6 x 12 PER SECT. N -11 ® /Z. MAx. 1/4 V4'12 11 OM ' I II TOP CHANNEL & W.H.S.'s PER SECT. N -11 L.- P.C. WALL PER ELEVS. MC& $ IZ (STWNF JOISTS SECTION 3/4" = l'-0" 6 • P UDDLE 1MELD • ro/c 1/4 2-12 DTL. BTWN. JOISTS [PER PLAN] Q �A• g 2 JOIST NOTE: SECTION N -11A SAME AS N -11 EXCEPT: t) STL. ROOF JOISTS FRAME INTO WALL .) DECKI NG N 5 G ISTURNEED 2 ONLY. 90P ON SIDE OF WALL OPP. ROOF JOISTS. SEE SECT. D -11 FOR SIM. DETAIL & INFORMATION. SECTION 3/4" = V -OFF orz C8 x 13.75 w/ 3/4"95 x 0'- 6" W.H.S. 0 1 - 0 "o /c DO NOT SPLICE C8 P.C. PANEL PER PLAN cinY OF 1'PPR01!r: ■11AY 1988 pH ✓A.. ` >1S104 - :s)Na1 MAR 6 19,88 No DESCRIPTION DATE ROOF (.9 Qs on_ 'Ct. !:' or(.... .,9._-a"I .•jet. /J CvEY VA'. -LaY /it• LTA MC Cok/:z -. "T'YPT (Cam\ 7'Y /°E ,� CC,Nn/, i i </�� PLAnTj F'. C • FA/V<..)KEL Pee: WALL CLEv'r /o/4.5 _1 f-.■ _ I JL 5TL • - /c) /ST E R , °LAN /=L A /J/ '4 "G c ;n/n./. f ANY 1 co d T ' %S x " 1- /' A.// •/4 '' 0 PAIA.ac)L.r�S @ co „C.R, (E/-76E/-3 Co''/- -, //,/,) 77 N/ .3`9 " t ,'_ C,,, MAX. #4 LA VC.e -DF c.c7N,/h/ , T YF'C 1 •_:TL. -_J 7-.5 • f Etc' F't_AJ A /='E ALAN /✓�` IL se C rio/V \51f. C T/ OA,/ `...5f (— /CF P , 3/4, - / . - 4_0 r r'E, o r- /C'.X~_ . @ S" GA fr kz" MAX. /b l-1. PE f a A n/ C T /CQ/`./ /-e R � l•.. � VA T nn/.S z - X4" ' O- 7S *,l/4'KE pyFAG , e.g'T '314 "! CO /L. P C)LT. PLAh/ c. c 7� On/ /'- C?" S r //� F n/E /E' PeR .SEC_7': Q- M J ,/ r1C Cgw /... FIE2 .�$eG 0- // NU7- .5NC7jJVV • cLA /ry �TL . PE k' PLAN/ C_ roe E R /°l_A NI /v /o r E • F = E ‘ ' cr/cN o -r/ G'2/�E/2 O/./N . rt -) ''aE DOE „'S / C�/,,,e/3 a � C T iQ/J -374 " _ . - O " CA1,41∎W C�PUCC //4. " st.5TL, "[pee Fti4 /43 cyrL, J2 ~P�c' PLAA/> P G . P/L , n�..� . c_dr /=c,,e CLA /Ty V IJ z 2 Xg o- i,� --- L Co ; CIO r s3/4 X O' - 8.1/ 2. " wl iT E /N‘e2. a.L/' >=r3 7-CD R TYPE (v) CON/ V. 0\ \ r-7G Co x /•2 C:..On/T -� COPE @ .✓.STS ,4_5 f & Q ” PAbAL /C E ,�/�%FU�'r'-/AT /Qi EA TYPE V GC"NN. ,4 J L C a K x i.a c)'- 7,, (L .L.V.) '3/4- x ' " tS x •Zi -CD" , 4-1 ,2 -#-S,, S'- 0"1-4.�.3"GA, i A/3/D/-3 RF //JF' PEA f NL . eL_Ev5 "3/41-" rL . s...5/4/r-1.5 l,J'= -.0Et3 /n% PC-AC cox %4 le o' - (5%,2" c.cDA.A1 'c' • • /9. : /•- C),. G W !MU Z LU LU CC I.- 'U o Clui cc � o Vs) >itn >pav Lu D-Rag W t'3 Q Y ts, CO OF TPVIPLA iPPf 0VED MAY 2-) 1983 H ilili1!i! i!li,!i!i��ii!�i{��ii��il�lili� l +( ►►!j!i► !i! l{ll �i! i 2 ? %1 5 6 7 a 9 10 ' If the microfilmed document is less clear than this MITER 4 r—! T"P. b G►v[.S To .I Fut SLAL co uN.Act E 0 CO. • 0,-0" • <30'-0"> 13'-6" FACE OF OPNG. 10'- 0" (TYP. U.N.O.) A -17 TYP -ADD 2 -'CoT. 2-#(c+Y c•NT, 4- (TYP U.N.C.) 2- #, ,• GOVT (IE.•) *5L,I„` (TIT U. ei4 "c_v. (TYP. U, N. O.) �----- A79 2 - #? T -2 #7 T coNT. ( ±F c) 0 4 14 ', H. U•N.o.) go- • ;I ADD 2 -loY, (IE,F.i 2- 60i.CONT. (1E,Fi (TYP. U,N.o.) 1411c. (TYP. U .1, o.. ) cotr. ADS 0 islt 1111.111 5 5 .C7: FA-/ 1 a'-o" Em Cur- OFF. #C� ( ree, 2 •1t.5 H. (E. F.) y ` •1 - lti -"`5 V. (Co �,%)I 7�/P. ReJAJ, e 4-''6 V, (,K ,�,r. 5= o "-J4'i !y. r(5 e 14" - +•a. h (T''P. U.N.O.) • SSG eJEGT, 04-( 14"°. (TYP• u.N.n.) 2._--1$5 coNT 1 - .44 r— e 7YP, Dwc.S. TO 5.o.y. SEE SECT. I k e 4"c, V U,N.U) J API? 2 - 4.7-r L -47 T. 60!,.1-T (IE�)- 4 H. (TIT. U.N.o.) -7 ✓. GOVT, - -- 9- ±r5V.(4- N) TYP. 1✓NF e - 4- 2 7 V. (2 c . F) 2' -(0' JAM 0 l:.0 , c SEE -5EGT. G -7 SEE SECT. K -11 K - 11 2 2 - 4 ' T , co'mT, (I E. F. (TYP. U. ?1.0.) -(*T Yr. 14N' G.V. u. 2._ #& �. cow-. (I E. F.) -- # 5 11 II c. (TYP. U. N.o.) - -- - -_— SEE SECT. K 14""c. H (TYP U.N,O.) (TY U•w.o) Hj!E. - - L- 6' R. CONT. (1 . r, 115 tt14" .H. 4 ( TYP +J. N• C r coNr. (; E. . _-- 4 G 14'S v. ( TYP. 2- 5 R. I.NT. (15.r. 5 APO 2- 'RCPT. E.F.) -2- lu.T. coNr. <51 -O„ .AIZ Cu7- oFF I 45@ice: "41 H. 7YP, u,,,J,o.) 5 �6Z 05 a / 4 " oc. N. C -TYR f, SEE SECT. K--11A ��cGT E-7 I3 iI 81 O" 8.402 CuT- :D 8'- O'' 8'4 # Gut -C7F/� '°5e )4"2 H, C TYP u, r-.b o. ) # 5 C !4'� --s TyP ) REJti1F. PER Pt.JL. # 2 SEE SECT. K - -g A 4- S e 14"°4,v, (TY?. U.N.O.) - # rJ ( `4" H. TYP• U,I'J.o.) coNr. IE.F) 4 ,(ADD 2 - #7 T. I E r) ;r-- -� 2- •i T coNr (I E. F.) _______ 4 5 e 14-'1°C-V. e 5@ ;4"°6 H (TYP. U. K1.0.) - ,, 4-. (TYP. ;.i. ts+. 0.)) # c C 11" c. (TYP. U.N.o.) ADP .,•1! 15. r ) 2 -5 2 -#7 (3,. cokiT. j; E.,)-) 2 - *5 T coNr *4e i41 - "OCV. 145 ' (TTP. �1. N. o,) 4 �--i `(T'YP. cEE ScGr G-7 2 - # . D. coNr. (I E. F J L!.i 6 REINFORCING PER PANEL [jJ Z 9i C 2- r. ccNr. (1 E.�.) SEE SECT. K - [a PivL..Z. `7A 1 14 iI ec V. (TYR U.N. o,) g I4" c H. --t (TYP' J. N. o.) 2- #Co P3. Gor.JT (iG• i T. coNr, 14"1.1-1. (Tyr. (TYP. U.N.v,) - - -- * S G 14'' V. (TYP. ?• (c B, coNr, - -1- SEE SECT. K ---11 A SEE SECT. K -6A REINFORCING PER PANEL 7A i 2_4k co T. cOlir. �* 5 14-"°c, 1-+. (TYP. J,N,O� '(- CO 7. ceiNT. (1 E, #5 C 14 (TY?• A02 2-ttepr. -.( 2 - # c- T; `c!JT' ( I # 5 C? I 1 (TYP. ADD iiiiiINI t ---r c-OI.,r. (I 5, F.) 5e j4., H. rgel e I4' -V. TYP. U.N.o.) _ (TYP, U. N. o.) t3EE. SEcr. 5-7 2_4e5 !41 AD7 2 -s 69T. (IE.F 2- loT coNT: (IF.r) c.c) SEE SECT. K - 11 SEGT. -7 2..If 5 6. Uit1T. 8 I E.F. SEE SECT. K -- 11 SEE EGr. E -7 • LJ SEE SECT. K -0 SEE SECT. GO OFlJ; Lf APPROVEl0 1928 m REINFORCING PER PANEL M H I I I !1l1!11II1!II t 11[111111111 11IlljI I!I lI I 1111iIT1111;II 1 11111 W 5 Fa 7 8 9 NINO IN 12 REINFORCING PER PANEL s \ , - sS% .%'Q` MAR 16iij NO DESCRIPTION DATE ' f 4 JOB NO= ?, 7-I ; DATE _ -7- DRAWN = -rcz SHEET �OF 13 0,-0" to <301- 0 "> 13'- 6" H'°c H ( TYP. U. 1,G.,) �'EC EGT. E -7 1-87-77 7(F' SEE SECT. K -11 13 u14 cc.. H. (TYR (TYP. U.^1.0) TAP. 1 T 2 -' T. r_oNT. 4"c.V. TTP, u.U.o,) 2 -S H. \ \ SEE SGT. E -7 AE ) -1.11(77. GCNT'. Cr4 "c.v. (TYP. U. r` G.) 2_i6, .CONY.(IE. SEE SECT. f K I1' 2- (m P. U.m.o.) iL 4f�v. 2~ T GoN1- _ at r2 C: 14"cc..v. 2 - " (o B, coNT. (; E.F) SEE SECT. K -11A 14 SEE SECT. G -12 12;' c.I •P- FLi► -ITH tJ/ **4L I '1 C. (P'' °� r f M s EO vEc1s. 12" iU"O F1 c rrl HOOK. Apc 2-4(p T, (Heil...) - #(GT. cow-. SEE SECT. K -11A—\ (TyP. ;;.N.c,; ,App 2 -loT GON1" (1 a'.)-1 r ~ #& 5. CoNJm 2- #5r. co.lr. E,F. # 4, c, l4' ' V. SEE SECT. K -8A tr c� L 14" 2, H. •4 @14 "e. v. 2 -sr5 GoNT. ( 9EGT. E -7 17 ^1r L 5� JEcT E -7 SEE SECT. K -11 SEE SECT. / K - �3 I I C 2 - #5 6. cON1r. ' S e, 14-'12. H. G, g- cok1T �, II o T _.._ �c, L II �. (Tyr, u. N. ?0 REINF. PER PANEL E (�? REINF. PER PANEL E 181 i 1r \ SEE sEicr. E -7 16 REINF PE2. PANEL_ 151 SEE SECT. K -11 ADD 2-46,7". cONT (1c.F) cj e I ¢1 G H. r r C 14�� C, V. U 2 -•-7 a, color (l E.F.) ---- " aL ( . -- _ - _ -_ _ _ 5 C I I " A 17D 2 - # 7 T --'.` -- ---- , ---.,� Aria 2 - # r. 2- */ T. Go'NT. (1E.F,) -- I rl4''G14. _ _______ 5eI4~':�ti`. NII 2 -ASH. IS. P.) _t 111111 2- '16 GoN.17 1E,F - 2 -#9T, 60t.1-r, (� E.F)... 111 r s cT, E7 SEE SECT. K - 11 SEE SECT K -S c.ir u iii .vi {L 1 A['PROVED MAY w 1938 2� I REINF. PER PANEL E REINF. PER PANEL • 01-0" 1 _40.<30'-0"> 01-0" 01_01 24 REINF. PER PANEL El eAs-ANGE of REINF P5>~ PANEL- [221 r -8; BTU o OD o ©O (U oeo•404,0* et* I' I 0 ©(000 CD000000 00 0 O0U0 0 28 MIAMI \ 5 cC rjEGT. 3_7 caaDa dib0IDaomoo [.?.2 IZEitJF. PER. PANEL fr •r • 11' OD 25 REINF. PER PANEL [4] REINF. PER PANEL ! 26 )1!:or* 0-"Z .1§-454M-451FIrgrn i f fl 52 RE-INF PEg PANEL 12:71 '2n 1 111 1 i 1 H 0 t6Tw.,m... 11,111 1 H111 11jIII�1IIjll1 11,1111111111111 pH 2 74 4 2 - #5 v. (1E.F` 1 i0- ICV, (4 PULL HT) - 2-°-5 T. CCNT• (IE.r k4 e i2 "c, a 4" s . ......... • M4�g..�Fi #4 @$ S.v• 1 ! !2."‘c'. 'SLE vEL7 THRU wALI_ y� I 72." I.G. L.EEV Ca)OOOOO Cs�®oOJo 2,...1$ 5 3. OoUr, on3 400004F40)00900 60 4D 40 40 4D 6D 4 404040ao 'Co on ®00 •�.m+.�.w.� r.. sisa sEE yEGr• -- I O -*-10 •v. (r; (4 PULL Hi.) E31KSINP. PtR PANEL 11 1 1111111111,111111 i111i1,1111111j11111111,111111111 5 6 7 8 101 - bA I_A Nc E" OF 2 , I N P. PI`• ,v/A NSI- L�° L .J r� 1 _TI-+RUJ WAL L- ' -i/ i /2 "1.D ��LEGVc C O C C O O 0000d000mooao®ooa000 27 SEE �r T'• 8 -? -� V. (4 F U L i.. 1 -r- ) cacooLeaugLmang 1. PANEL ELEVATIONS SHOW INSIDE FACE. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 3. PROVIDE ADDI1TONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH f FOR I Z ONTAL TRIM BARS EXTENDING 2'-0" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL HT OF PANEL. 4. PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL ADD REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONGBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. 5. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON-- SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. S. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 1/2 ". SEE ARCHITECTURAL DRAWINGS FOR LOCATION. VERIFY ALL PANEL THICKNESS WITH ARCHITECTURAL DRAWINGS. 9. PANEL CONNECTIONS FOUND ON SHEET S -18. 10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 12. REMOVE ALL WELD SLAG; AROUND EMBEDMENTS EXPOSED TO WEATHER AND SAND- BLAST. PROMPTLY PAINT WITH 2 COATS OF RUST -- INHIBITING PRIMER PRIOR TO FINAL PAINTING. Ijl! I;Illjllljijljllljlllj�Illlli11 ;111111111111111 9 10 1) u *ur aV,twuu'r 12 E54 REINF. PER PANEL 'If IN 26 CITY OF fl_i MiLA APPROVED MAY,2.) 1989 JOB NO= 87016 DATE ' 3 -7 -e8 DRAWN ' iT. LAI �:.n.�- ., =. k`I ;�^`y:kC'dia.bc ••.t '.,. .. ...... r •. r.a'n4,7". -‘Pr:tgir•riVr.. t • " ' • REINF. PER PANEL • 7A A-17 TYP. RE1NF. PER PANEL 7 13'-6 (r- 0" 40_1=1.> Pq & C6) r- r- FT! KE 1 NJ PER PANEL 1_33 REINF. PER PANEL Ld 4 REINF. PER PANEL b), REINF. PER PANEL. 1;1 33 g E'IK1F. PER PANEL. 1 •Olo •••■•• .1.16.••■••■•■•■=. t 1•••■•.011. .1•1••••••• 411.11■•••• ■•••■••••• • -E 011.0../••■■•■•••■••••■ 41111111111111111111111111111111111111111111111111 fJ REINF. PER PANEL[] -3-91 REINF. PER PANEL E Ank. 1111' 11111111111111111111 2 111111 111111 is-61 REINF. PER PANEL LI REINF. PER PANEL REINF. PER PANEL[] ......1.1.1.111■10.1,•■■■■■■•••■•••••■••■••■■ APPR OVIII0■•• REINF. PER PANEL 1111111t11111111111111 111111111 1111111111111111111111111111i11111111111i1111 IIIH111111111111111111111111111■H 4 • 5 . 6 7 .. 9 I I 1'1 —4-4,-- 12 8 a CH MAR I 6 1983 JOB NO: DATE DRAWN' CHECK : SHEET NO OF 116 _oviip3tY-Co> to 13_ 6„ r 16-7 T'-r7=' O c 1 42 REINF. PER PANt1 [1] n 43 �rJ REINF. PER PANEL [ 7 I & 7A REINF. PER PANEL 1 1 I±Ei REINF. PER PANEL F91 I- 0 r.� ,..nrwQ�.'S�iY1tiAfR hr•.� . 5J REINF. PER PANEL E. 1IiIJI111111 liW 11 i111.11 ,1t1II1l1l1lHT,111I 11111111111111111111111111111111,IIIIIIIIII 111111i111111111111 I���I�f „1,•. 2 1 44 REINF. PER PANEL[ r ak i, S h 7 8 ;mac If the microfilmed document is less clear than this i REINF. PER PANEL' 61 of / pprovLD MAY,Z, 198a i 9 I1 1 1j11 1 1 'I!'' 1 `'I'III1I111111111'I 1 n 11 12 I" s !'- 2 40.7 ,- X!`:efi'N'tY}',91a :4 2- #5, EDGE BARS. U.N.O. ELEVATION e 5 x 3/8 x 0'-6" w/ 2 - #5 x 2'- 0" at 4 "GA. & 1 - 1 /2 "¢ x o' -2" W.H.S. PLAN �BENT It4x1 /4x 0 4 (1/4 BEND) ELEVATION EDGE BARS PER PNL ELEVS. 3/4 0 PLAIN BAR THUS: C +.1 - 3/416 x 0' -- 6" PLAN PLAIN BAR CONNECTION A CONNECTION 8 1/2" P.C. CONC. SPANDREL -- 2- #4 [ 4 -#4 [ AT 2 "o /c SPACE 2' -a' ADD 4 - #3 J 0 4 "o 4 - #7 x 3'-O" a 15° ® 2 1/2" GA. 2- #5x2' -6 "H. O 21/2" GA, M : 4. • • it i 1" a CTR'D. 2 3/4" FROM INSIDE 1/2 FACE OF PANEL Q 8 1/2 x 3/4 x 0'- 5 1/2" LOCATE INSIDE FACE OF It FLUSH w/ INSIDE FACE OF SPANDREL. TYP. P.C. PANEL TRIM STL DISCON 1 INUOUS AT EMBED CONN. TYPE "A" SEE P.C. PANEL ELEVS. 1 - #5 x 2'- 0" V. CTR'D. IN P.C. SPANDREL / L-8 x 6 x 3/4 x O' -6" (L.L.H.) LOCATE INSIDE FACE OF 11. FLUSH w/ INSIDE FACE OF SPANDREL `/.� • �iI ,911] 11� NIP 1`11 ,1 Dlt . h -h 6 x 1/4 x O'- 8" RANDOM FIBER REINFORCED BEARING PAD 1" R w/ 4 - #8 x 8'- 6" V. CTR. #8's VERT. ON 1" It AIR RELEASE HOLES MC18 x 42.7 x 0' -7 1/2" LOCATE INSIDE EDGE FLUSH w/ INSIDE FACE OF PANEL 2 -8" ADD 7 -- % 4 1 0 4 "o /c ABOVE & BELOW EMBED TO MC18 TYP. C ADD 1'- 0" BEYOND #3 0 4 "o /c EA. WAY BLOCK-OUT EA. WAY C r 1/4 2 3/4' DETAIL h -- h NOTE: CONTRACTOR MUST ACCURATELY PLACE ALL EMBEDDED ITEMS. CONNECTION --I3X3X 1/4 X 0'- 6" W/ 2- #5 X 2'- 0" 0 3" GA. CONNECTION • 4. X 1/4 X 0'- 6" W/ 2- P X 2'— 0" O 4" GA. C EDGE BARS PER P.C. PNL ELEVS. -1 2 1/2 X 2 1/2 X 1/4 X Cr- 5" CONNECTION BENT BAR PER TYPE "B" CONN.— e 4 X 1/4X0' -6 "W/ 2 - #5I—X 2' -0" 0 3" GA. • 3/4" 0 X O' -6" PLAIN BAR J 3 X 3 X 1/4 X 0'-6" W/ 2-#5 x 2'- 0" 0 4" GA. OUTSIDE FACE CONNECTION D 8 1/2" P.C. CONC. SPANDREL 4 -µ4C ADD 4 - #4 io 0 4 "o /c ABOVE & BELOW EMBED 1 /2" 1" LL w/ 4 - #8 x 4'- 0" VERT. MC 13 x 31.8 x W-6" TYPE "C' CONN. SEE P.C. PANEL. ELE 10 NOTE: BALANCE OF INFORMATION PER CONN. TYPE "H" N 81/2" P.C. CONC. SPANDREL 5/2" x 1/4" x 0'- 5/2" RANDOM FIBER REINF. BEARING PAD L6x6x3 /4x0' -6" METAL SHIMS -- It 6 x 3/4 x 0'- 51/2" ADD #3 0 4 "o /c EA. WAY 3 - #4 [ 4- #4 [- - r f CONNECTION - #4 E • DETAIL j Q 4 X 1/4 X O'- 5" E CONNECTION • DETAIL j2 -2n { IIIIIIIIIIII'1 II�IIii� H111111,111 it IIIIII;11II1!IlIi11!�IiI i 2 1Ijl1i1111jllljl1Iji1ll111111Ijl1IIIIIjI1IIlllj11111 Ijl1i1l I1III1IIIjII►; ��Ijilljll i�ljlji�l ;Il!II;I�III;IIIIIIII�( J h 7 8 9 1() 11 Wbf"""",. 12 "7 rt. t& rsi:s, I v\1 0 S/L 7 FENCE ,l- EROSION /SEDIMENTATION CONTROL 1. The temporary erosion control system shall be installed prior to all other construction. 2. Where possible, maintain natural vegetation for silt control. 3. As construction progresses and seasonal conditions dictate, more siltation control facilities may be eaguired to insure complete siltation control. There- fore, during the course of construction, it shall be the obligation and responsibility of the Contractor to address any new conditions that may be created by his activities and to provide additional facilities over and above the minimum requirements as may be needed. 4. Temporary siltation ponds and all temporary siltation controls shall be maintained in a satisfactory condition until such time that clearing and /or construction is completed, permanent drainage facilities are operational, and the potential for erosion has passed. 5. All disturbed land areas left for 30 days or more shall be seeded with a mix and by a method approved by City of Tukwila Department of Public Works. RIM 7 l9 � ---"- /8..?3. ` ` -yam.- . - ..`!9 „ ` -`N.`"` _„ - I 1 - `e ■ 7-o c 1 ti \ \ • --- - `�� N \�, y\ ter`' 1\ `, \ • ° . \ /8.59_ • BUILDING 8 F.F. ELEV. 19.50 • • 44 O 5• C8 7 "YPE jl • • /720_ et L / q 5t /75� /609 /4 \ \: C8 TY,'E /mil Ge. /5.96, /E. //4� • /8.24 BUILDING 9 F.F. ELEV. 18.50 /C 72 GENERAL 1. All materials and work shall be in conformance with the 1988 Standard Specifications for Road, Bridge and Municipal Construction published by the Washington, State Department of Transportation and the Washington State Chapter, APWA except as modified by the Construction Standards for the City of Tukwila, King County Washington (Construction Standards), or as noted herein. 2. Existing Utilities -- Existing utilities shown on the plans have been plotted from the best information available to the engineer. Accuracy and completeness are not guaranteed. It shall still be the Contractor's responsibility to locate any existing utilities, which may conflict with the Contractor's operation, whether shown on the plans or not. 3. Inspection - The Contractor shall notify appropriate departments for required inspection services, or testing prior to putting any utilities in service, City of Tukwila , Department of Public Works. 4. No silt laden water is to be discharged from the site without passing through an erosion control system. 5. The Contractor shall schedule and control his work so as to comply with all applicable ordinances to prevent any hazards to public safety, health and welfare. 6. Streets and adjoining parking areas shall be kept free of dirt and debris on a continuous basis. 7. An approved copy of these plans will be on the job site whenever construction is in progress. 8. The Contractor shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during perfo. rnance of the work. This requirement will apply continuously and not be limited to normal working hours. 9. Pedestrian and vehicular access to occupied buildings shall be maintained at all times except where prior written approval from the building owner has been obtained. 10. Fill material gradation and placement methods, and subgrade preparation shall be in accordance with the soils reports title, "Report of Geott chnical Investigation Proposed Phase III Developmen', Gateway Corporate Center, Tukwila, Washington ", dated August 26, l987 and "Report of River 1:,ank Stabilization Study Proposed Phase III Development, Gateway Corporate Center, Tukwila, Washington ", dated August 7, 1987 prepared by Dames Sc Moore. ti C 8 TYPE 27-48 " /c.=.z /350 / /.F 9.210 • /8 " //V /E. 8 76 - ?d 'OUT ri,/.nq /5 8.4 2 .4 "7NINEw) 36 L/ 2? 1vNc.1) 0.30 2 "K 4" O F OR EQUAL </0'0.c. MAX) ._ _■ 2' "X0''i /490. Jo/ iv ,c7 - F/LTER FATeR /C CAP2.4,7/ /40 O/t" EQUAL) SECURED TO POST ,7$ N' QU /RED FOR SUPF2R7" - /'/-/ %�ASNEb 6/4YEL OR PEA 6R,41/EL ,11 EX. 6i?O1.,//vO ---« ,BURY FABR /G /END w/ ' vEL - lb 070% /533 0.70% ` /2.1 /F /6' ONC.Q/O.e.(/% 75LF2,r "CO 0.72% to. `6 /5.75, /G. // A / .. t1J. Y/ /6.73 /6/9o' /4/3 •'4.'. lolo F1'. S.D. /Yt/ R /,41 /57e /E: 7 45 - 24•2/V1'NEWT/) 42 /7 SO /x 50 /824 `: 768 /700 BUILDING 10 F.F. ELEV. 17.5 /l . a0 - /7 SILT FENCE DETAIL 8LDG FE-1 ,:%y,Q /�S, N.T.S. 7 /7'3'T0 S.'Aic .'<6 COMP,4CT - S'Ti't c CErN CONC. .S /0 l,VA K j/ ! 1 Frrgc/OEL) CEW %GONG. C //48 / / / / fi t_ --. _-. - - - - -- - - - - -- - -- 7/4.• \•r- otp0koo ... / °o ///v %/ %W AV/ // !/ _ /// I i • // /Y/I/o _i!:.. • /705 \ /756 Ca TYPE I L;. L- /5772 /6. //5S- - /e9 /.f /2 ""CO,vt.�O60% ' -a ,4 °2-e- X737 /,3 I S'A!d/ CUT f M /9TC/i/ C'X /ST 6:9,70e 9DE i I 4447tH EX ce/9B FC ELfh %a'?�- /W,477477/61' CU9.19 /7 ELf!! /4. /7'STL7 sr,/a„ /!o • CO•t 1/:46'T ST.4'ZL ' 2' EfTAa0E0 CEA") I-..i 1 CONC. CC/APB \ \ I /9 , 4Y! /ti: 12" W Nf. 9TCN EX. CURS FC a /6.82" 1 „ J 0 J O r L Le-caw/0,060T"/ AsP*: CONC c." ASS 8. -4"C04'11" OF. PTN ,SS'// 7?9EA.re0 •,95E 9 7""C- -- --- - CO/YiP4creD ,4•74 4. - SEE 6ENERAL NOTE /0 TYPICAL PAVING SECTION 1 " =10' •11111 - Jl ...was co h'ATCN EX. CU!PB___ _ EL. ELEV. /6 9 t NOTE: I I ." /' / V \ . , r I ALL OOWN5P0UT5 9' FOOT /No LIRA /N5 SN/1L L B e CONNE.^r -O TO THE STURh1 D ?A /N 5 BYSTE/`'.. • PLAN 1"=40' 5Z67 j111111111111111 H111` 11101111I1111111j11111111111111J111I11111111111111111il 11111111111111111 11111111111111l1l111 .111 1111111111i111111111111111111111111 4>rH -.I "L. (LEI! /7 1 \ \ \ NMI ANIL .ter -°Ift..% C11 OF TUUV..WWiLA 4.1' g °!(R\ APPROVED , \Y 1988 NAB E WILSEY& HAM ENGINEERING AND PLANNING SERVICES Public Improvements • Land Development • Transportation �... ,,. �..- . r • tilbwfult,Le -111‘40. ,U V.14404944100jOIC4t4UVoreM : ry >., ... 2503 -! 3GZ, } 4 • i 36. • - __ MI6 _.......^ • ../r rte' • STD. /xqf_ 1 Y A 7 f9SSE/YIe -CY • w /4/.97-E/F PJS7 /ND /6'4770S' ✓�9L r/C .SEE f %Fr'E . 9/9:07ECT/GN 6'CAN3' FeR CONT /NU,9T /ON r w e '/e A/476g- 2%2' "001 e-..5T /C 1Y47en' /YIETE JT -E MEC//i9N /CAC. BUILDING o 'v0, T/A,°, ro/v F.F. ELEV. 19.50 .SS S7C/6 /E /564t .SEE' /weer, rQ/v /C..74 /1f/9NS FOR D7/' /T /NU,?. %rON • • • • • • • • • • • CG EsINOI/T • • ♦ 2% ?- "G1oMEST /C ww•9 r w ,14d -7 YT .SEE' .'Y1E47/9.•V /CA4 /°c/9/v_ FOR ee F /AE. 7f/.7/C0tAi/E BUILDING CPNT /NU'9T /ON ,°LAYS FOR CcW7W1//9T70•4/ F.F. ELEV. 18.50 SS. 57u13 ' / 4061 8 "GATT 1/AL 1/E SEE /YlEr.�/rrN /CAL .4C.47/1/5 FO/4' CON7 /NU.9T /DDS/ • 4' 0 CL ANOcIT /Mr /NO /64r ? 1//9Z1/6- SEE /7,9E eekillTECTXN '4*VS /OR a2N'7WN44977ON BUILDING 10 2/ /c' 2D/JMEST /C iWRrer meref? .5EE /1.'Er,40W/CA4 /7c/9/vs Few CONT /NU49T /GN F.F. ELEV 17.50 5. S. STUB /4g- /2.9/ ,ScE,W,CH.9N/G7Z lle.9/N5 VR CONT /NUAT /ON r- - - --� / 8 ".D. C.' /. f' ••••••. .w ^.0770MJ .: •wcirivo 1tJX.P1%1i97..ume ..n..... • w.n aM•*. 'MAK•4f,'X:dAiP'1407R;arrW: °,v< /9E.!OCATE EX /ST / ;f /7/WAN/VT ,9SSE/kZer/ZY r i uf(i/RYV!�{'l /}S .�nCti!}/M'Y4LAIa • • r .- S/39 /4//rZE/P ,° /T ,°EFi C /TY Df 7-1/x v /L.9 ST4 PLAN !rY-9 15 /Q: 2 $72 F /RE.,/YDswre755EN/BL% /#/#439/6.977.04/ /FiETf,q E /3'L.F4 /E. /e.70 / \_ CL E.4N0[ /?" • Y,E,e /p_Y Ex/57/Na z.-,70.5 L CCAT /oNS /NvERTS 1- 0NSTit"UCTYoN • 12,. W ,/ ■ sMir .... 1 I /// /V \\ /' l_1 T- • \ \ \ • \ • / i � r {` 1 1 \\ • / _... " •\ PLAN ,11;i -; •.. �E`.- ;•.�...�.. .;;•.. ,SEE- .SKEET C- / 1DR 61E4/E419L NOTES lli;1 llillllill1 11111H 1111111 •li!lW I1 11111111111111H111111111111111111111111111111111 111 I; 1II 11111ii lllll,i1lli1l1l1ljli1lIilllli 3 /, 5 F 7 $ 9 10 4crofiiaed,4ocument is leas clear than this STO. F/RE fli/D/PANT ASSEMBLY RE/Y/Ol/L- eX /ST BCDit.'O/ E /NSTRCL /2 F z8 "TEE BC /4 L,9N6E f} 2 cOC.Y /NG CITY OF MAO APPROVED MAY -•,1988 SANITARY SEWER & WATER SYSTEM PLAN :_ WILSEY& HAM ENGINEERING AND PLANNING SERVICES Public Improvements • Land Development . • Transportation /.6-81 -- 4.60 / -ea y.• XMuY l+ii',KI«'1 ✓J!..kT..wT.'":t :Vr.!^'J:. WIR 7Mat.'llcr.•.••• =. !?ti"..M.176.An"W'vo+•xY.•tir ,ur,*✓,... na- ,,..w,Krcrv, :I.n...HNi7.WeaM,.' 77 4211 AC glib,tabkvuV:nrw,.ao..o,. landscape plan 1.L ' Pt./-,N SEE SHEET L -2 FOR PLANT LIST PLANT LIST PERIMETER LANDSCAPE AREA Srmboi Quantity Botani cafi Comae!' Name Trees AP 9 Acer platlnoides ' Emerala Queen' Emerald Queen Mapie AR PPT AM 2 Acer rube urn Red Maple 12 P :,nus cerast I era 'Thundercloud' Flowering Plum Acer pseudoplata•lus Sycamore Maple OF 16 Pseuduts)ga rnen;iesu Douglas Fir frasinus crceisior kimbe:l) Europ•an Ash Shrubs EA 13 Euonyrnus :,Lila slla6e d Euooyrnus LT 96 POL 233 Grouasd [_rarer ormox Lrgustrun japonicwr, 'Texanu'n' tt•a'leat Privet PriWILK la7rocerasus'Ol o Luyken' Otto Luyken Laurel Hed-ra het English Ivy Cod LAwn (sec specs) Ndtrve C.r•w M1t (see specs) Site 2K-3•• BB 2 -2K" BB 2" 6)i 2" BB 3 -1G' BA BB 5 Cal. 5 Cal. 1 5.19" 4" Pots Canditinn PRELIMINARY CITY OF 71011,0 APPROv •!)• MAY/2) 1988 WILSEY& HAM ENGINEERING AND PLANNING SERVICES Public improvements • Land Development • Transportation === COUNTY TRA)L F-A.SE MENIT . -- E.xV5j'iNi0 -To r � �i (T-(1;7) F YDIZO3EEv TR,i "// N. -rIvE & R A A710N MEET -- ! co 'T � Uc,C7 ELF V -- +3. �C��,TINca VE.G► i N 71- -iiS .a.►ZEA TG' KFM.°•iNI 3 DF -17LT SHEET L -1 MATCH LINE SEE �STIN[� -fRE E S -T0 Iz�M6IN '1 rr- ----- -- ,.M ��.•■••■■ Ofto worm °UV/AMISH RiVEII�� *AO" =MIN dit/SIMENINOINIBIO monstro k°° Ar. ( (tA CI\ I -♦ B t .= = \7\4' ° KEY PLAN of tt G GATEWAY ORIVE . t'eroArmoYP./Ait1eAPOINKO .A4., .40 M UINI.S ..wR•.,. "1.2 AeNt 52-2:3), 52.6)7 2. D F 15L__T 3DF Oily OF TLii.; .i!LA APPROVED MAY ? f 1988 PRELIMINARY WILSEY& HAM ENGINEERING AND PLANNING SERVICES Public improvements • Land Development • Transportation �} r : Y- rir .J+/.drP7C.f.FY.:NA.X�P'b';c^xt luv" PVC' %W�Ai ^- ,'+i4/ °.9.. ..orvaraotro DIQO' WY'K�M1 i11 1/[ a.mook'!G.�..'{M19nv )' miff- V sir-• SYM. PLANT NAME Trees Acer ei_rcinatum _.. Vine _ Naple: T2 Acer pal.matum 'Threadleaf' Japanese Maple SIZE COND. G' -8' 3' -4' lit. T3 Acer platanoides 'Emerald Queen' 2 "C. Emerald Queen Maple T4 Betuia pendula 'Jacquemonti' Jacquemonti Birch T5 Pyrus calleryana 'Red Spire' Red Spire Pear TC Prunus serrulata `Kwanzan' Kwanzan Flowering Cherry T7 Platanus acerij of is London Plane True 2 "C. 2 "C 1. 1/2" 2 "C. Cont. BB 1313 BB 138 1313 Shrubs Berberis thunbergii Japanese Barberry Euonymus alata 'Compacta' --Compact Winned Euonyrus Gaultheria shallon Salal S4 Photinia fraseri Photinia S5 Pieris japonica 'Mountain F; re' Mountain Fire Jaj:onica S7 ,- S8 Prunus lusitanica ----Portugal Laurel - - -. Raphilolepis ovata Ovata Raphiolepis Rhododendron 'Hexe' Hexe Azalea 5 Gal. 2 Gal. 1 Gal.. 3 Gal. 15"--18" 5 Gal. Cont. 24' -30' Cont. 24' -30' Cont. Cont. - Cont. Cont. Cont. • Cont. S9 Rhododendron 'Unique' Unique Rhododendron S10 Viburnum Minus 'Spring Bouquet' Spring Bouquet Viburnum - J NOTES 3 Viburnundav dii. 24 " -30" Cont. 18 " -20" Cont. 2 Gal. --David Viburnum Groundcover. G1 Cotoneaster dammeri 'Lowfast' 1 Gal. Cont. Bearberry Cotoneaster G2 Vinca minor Littleleaf Vinca 4" Pots Annual Beds: Species to be determined by Owner v '1-1 s . , . ' -7 � '� ;-s. �. •l f-= f,-".� : e lam' - 4_T__ 1. LOCATE, PROTECT AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES AND SITE FEATURES PRIOR TO CONSTRUCTION. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ANY SITE FEATURES FOUND IN THE FIELD 13L-T NOT REPRESENTED ON T11ES2 PLANS. VERIFY ANY DISCREPANCIES WITH ARCHITECT. 2. VERIFY ALL QUANTITIES SHOWN ON THE PLANT LIST AND PLANS. IF DISCREPANCIES EXICT BETWEEN THE GRAPHIC REPRESENTATION MW NUMERIC TOTAL, THE GRAPHIC REPRESENTATION SHALL RULE. 3. ALL PLANT MATERIAL TO BE SPECIMEN (VITALITY. WITH FULL, SYMMETRICAL TRUNK AND FCL•IAGE, UNLESS OTHERWISE NOTES. 4. BERMED AREA CONTOUR LINES SHOWN ARE RELATIVE TO EXISTING FINAL GRADES. BERMED AREAS ARE TO BE GRADED SMOOTH Az\'D CROWNED 6" ABOVE LAST CONTOUR SHOWN. 5. INSTALL 24" X 24" PRECAST CONCRETE PAVERS AT LOCATIONS SHOWN PER OWNER APPROVAL. r ,'� 5)(1T:,--t-.7) Building Seven {-- br> t7r-; N At-- • 1 ✓YV 121+��SEIC TuksE, r _t4) Building Sever — Landscape Plan 1 "'- Z o' - a. -1. I�IjI�I�II1 I�I�II�jIII�III11j tIII�III111'I iII�I�IIltiil�l�l�1 1 1�!�II1�1�1�1�1��1 i, 6 7 8 9 !F rho ran..AF41mad Ann..wwnt 4o laaa nlanr than this 1'1 RECEIVED MAY 2$ en BEDFORD PROPERTIES •F DES'ta ND _, _. GATE - DRAW DATE -- CHECKED DATE REVISIONS 417111, -- ' :. r rte" ' , '?'4'Jt.., : ;__ -•<_ k::`- I , _ , , : - ! & _ :" !&_ 4--.-1 en L.J, v.) af .C.-) Li) z LIJ LIJ < < 0 > w a 0 Ce V 0 -. 1. L) Lin Q < - J L.LJ -�-- < c LLJ (1.) ' < • D (3 1."-, Ot t5C• ^'rawtf 5„ds.xt. •r4,1,1ters pA ^ +'ME d'W1,-$10 �. h.M[tS ?∎•..,.1 w�ge.p._ 206 322 t446 L.1 SHEET NO PROJECT NO.