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HomeMy WebLinkAboutPermit D97-0260 - MUSICIANS FRIEND - ENTRY AND WALLCity of Tukwila C. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature:_ WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0070 Address: 230 ANDOVER PK W Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: The granting of this permit d cancel the provision of any or the performance of w development permit. Print Name: .0 South Sewer Slopes Storm Drainage: Street Use: Water Main Extension: DEVELOPMENT PERMIT MMISEI *094P5 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 East: .0 West: : N/A : N Streams: OCCUPANT MUSICIAN'S FRIEND 230 ANDOVER PK W, TUKWILA, WA 98188 OWNER SEATTLE FUR EXCHANGE C/0 BEST PRODUCTS CO INC, PO BOX 26303, RICHMOND VA CONTACT KEVIN OTTESON Phone: 206 368 -9668 19524 BALLINGER WAY N.E., SEATTLE, WA 98155 CONTRACTOR M M I SERVICES INC. Phone: 206 882 -3034 16533 NE 80 ST, REDMOND WA 98052 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Permit Description: NEW ENTRY AND DEMISING WALL FOR NEW TENANT OF 17,000 SQUARE FEET. k**************************************************** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: Land Altering: Cut: Landscape Irrigation: Moving Oversized Load: Start Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Permit Center Authorized Signature: Date: End Time: Fi11: End Time: Public: Private: Public: (206) 431 -3670 D97 -0260 ISSUED 09/03/1997 03/24/1998 STORE 1994 SPRINKLERS .0 k********************************************** * * * * ** * * * * * ** * * * * * ** * * * * * * ** *** Ic * **** TOTAL DEVELOPMENT PERMIT FEES: $ 1,331.09 k**************************************************** * * * * * * * * * * * * * * * * * * * * * **** * * * * ** Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. s not presume to give authority to violate or ate or local laws regulating construction authorized ysen for and obtain this \a/ .T� t This permit shall ecome n ll `ard' void if the work is not commenced within 180 days from th date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0070 Address: 230 ANDOVER PK W Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: Signature:_ Print Name:_ DEVELOPMENT PERMIT South: Sewer: Slopes: MMISEI *09.4P5, Permit Center Authorized Signature: .0 N/A `- N Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0260 ISSUED 09/03/1997 03/02/1998 OCCUPANT MUSICIAN'S FRIEND .230 ,ANDOVER PK W, TUKWILA, WA 98188 OWNER SEATTLE FUR EXCHANGE C. /O:BEST PRODUCTS CO INC., PO BOX 26303, RICHMOND VA:.. CONTACT .KEVIN OTTESON Phone: 206 368 -9668 1'9524 BALLINGER WAY N..E., SEATTLE, WA 98155 CONTRACTOR ':M MI"SERVICES INC. Phone: 206 882 -3034 _`16533 NE 80 ST, REDMOND WA 98052 r**************************************************** ** *** ***** ** * **** ******* *** * *** Permit Description NEW ENTRY AND DEMISING WALL FOR NEW.TENANT OF 17,000: SQUARE FEET. (********** 4************************************ *** * * * * * ** * ** * * * * * * * ** * * * * * * * * * * ** Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate), Curb Cut /Access /.Sidewalk /CS "S; Fire'Loop Hydrant: No: Size(in): Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving:Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: 4**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,289.09 4*************************************** * * * * * * * * ** * * * * * * * ** * * * * * * * * ** ** Eng. Appr: .00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: R/3/q-7 This permit shall become null and void if the work is not commenced within 180 clays from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 CITY OF TUKWILA • .0 • Address: 230 ANDOVER PK W 5wfto� Tenant: Status: ISSUED DEVPERM Applied: 08/06/1997 Parcel 022310_0070 ' Issued: 09/03/19 97 *k******w*+**+*****°*k******^************a+***«*x***************4***44+*°++ Permit Conditions: l' changes will be made to the plans unless apprbve•by the Architect Engineer d thajukwila_Building Division. 2 Electrical permits shalj:ba::*tai:nedttrough ~~... Division .. '� work 1)| b 3.:A'' p^'~'°= ' ' =^.wct.v, � All C ��u� 5. Al l welding shalT be d0M' by W.A'B.O' weld pe� in' �ented (U@C'- Sec 3O6(a���) �' - , .=, . � ' , �- All n�th bolting be special insperted��U8C +/ Se ).� 7 8u i l in o'�� e|e � ��mll bs special inspected '/ ' �*� �o o n �- _'� �peu a 6�/ � ` (U�+��.�� �7Ul.�.2)�.'` � '' . ` ` ./ 0. Wh '� �� ' ' ar - Di th special 1n 6 ~r r �p` sh' ll 'b�� �b it+� d '`�he Buld}ng ~'~ .� '�. � ~ ' ~ " . ' ', ' - Di e Qe hml l `con�afn� addroSs � � pr me permit number and' typa �� of' �`n�pe�t�on�bpj���' � ' per , • 9. The Speciat inspector shall submit 'm final signed-report stating stattngwhether the work requirinvspacjal inspection was, , to the::: of the.: inspeutor^s know7edge, in confurmance:` with a` rovad - plans ., and specifications and the appl ioab]e ` ' workmanship pro*1sionS of the U8C. }O. All construction to be done in conformance wi th � ap � rowed plans and 'requirements of th��Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 iun) , and Washington State Energy.COAW(1994 11. Validity of Permit' --The 1ss6anue of a permitor approval of plans, specificationand computations shall' not be con- strued to be a permit fdr, or an approalof, any violation of any of the provisions of tha building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Permit No: D97-O26O Project Name/Tenant: r10`71GIAM'S # ttf✓NA - 11 Value of Construction: 4C5 ,.-._ Site Address: cl3h` ..A eNge PANG U1P Cr1l .uJ City State /Zip: r _ WA Tax Parcel Number: 022310 -- 0070 Property Owner: � v , i - r rLt: FUR a.C64- (a.tvC e Prtm : 13ILL K1ctv1Jt.Y Phone: (Z o6) 251- 3 i o ca Street Address: City State /Zip: Z40 �i i. �,4�f ea (LtNVaIJ 'Wq- cigl3E, Fax #: ( Ca) 251--3222. Contractor: `-- YYl m T -Pr>li Phone: Street Address: City State /Zip: Fax #: Architect: 'QULt�rt� CL + r11Z�iLN IS2. 6. tzcW l'rZr C37 , Phone: (2,0G) 3 Cv $ -- ,` 3 Street Address: I`t'SZ4 P3ALL)iut0?..LAJA`f kI.t?. City State /Zip: WA `1 815 Fax #: / � �Co � �� Engineer: `( rE7 t--rris: titr(,.< jzS W SWtftSOKS epA 'AC c9ou Phone: �,1 (Z' Street Address: City State /Zip: 19 I t ?T Mt,L�` f 1 SA was q81 Fax #: (71)(e)443 4870 Contact Person: V ( (fin ` r It Or m r ■ , , .. �..y Phone: ; 4 1l ,.: =mra 11 r-Ntiii2 Street Address: j qv? Lit Fbb.t wart IJ.'C . City State /Zip: e yid, ct8(55 Fax #: (z ) �(o&- 6 75 '5 Description of work to be done: NtEW (9 AlsPJD P5rittpti..rc vrarl,l, tr ot tJ:tnJ krus - m •-rzr" or I f,oGY' S Existing use: ftRetail ❑ Restaurant in Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School/College/University ❑ Other Proposed use: Er Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes Wno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 'no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) /O 5 Building Square Feet: A � W ' existing Area of Construction: (sq. ft.) i 'l av c.5 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes grno Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUIci VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit ;Numbsr ' Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De •artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicalion ac CT'PI:RMIT.DOC 1/29/97 PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: lit; � i _ � i ' � _ , , , .. Date: + 5 /If?. Print name " 'r ' K� m.i " 0 t " " e' Phone: (Z� 6 a - 0Y(�l� City /State /Zip Fax 1t .%)s - c 5 � 6 St:a t � J� 0151.55 Address �eNz4 134 LUNt2 WA`( N, • ALL COMMERCIAUMULTI-FAOLY TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLL *WING: ' ALL DRAWINGS „DD$ STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTORAL ENG`I EER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTVI:RMIT.L)OC 1/29/97 **; A k**** k **A * *hh*,•kkka **A4 * *A*k *k4 *A A** ** �A hkk:kkA**dr * *•k k *•kA *+; CITY OF. TUKWILA, WA 9 --02bo TRFANSMTT, k* **h *A- **•k�l• kkh*Ak *A•k•k *kk ALFA *k * *5 *kkA**T***IkkA %**4**•1kk *kkkk TRANSMIT... Number: R970O666 Amount: 161.66 10/24/97 16:26 Payment; Method: , CHECK Notation: JOHN ANDERSON Ini t: NAB.. Permit No D97 -0260 Type: .DEVPERM DEVELOPMENT PERMIT Parcel No: 0223.10 -O07O Site Address: 230 ANDOVER PK W ('otai Fees: 1,492.75 This Payment .161.66 Total ALL Pmts..; 1,492.75 Balance: .00 •k* ** * ** *• *• * * ** * * * * * *,A *•* A•k *kA* * *+1 * *k *k * * *• *•k * *A*•* A *A *•f•a * * * * *•kk* ** Account Code Description Amount 000/345.030 PLAN. CHECK NONRES 161.66 5391 9717 TOTAL 161.66 -1 0:-';' - :.•ut . " t *.** *********4**************** * •Ite CITY OF :P************* ************ TRANSMIT . . 2 TRANSMIT , Nuintler: . R9700643.. Amount: 42.00 09/16/97 10. ; Payment Method: CHECK ; Notation: MMI .SERVICES INC . In i t: SLB _______ ---- - -- -- -- - --- -- — — 7 --- Permi t No : D97-0260 Type DEVPERM DEVELOPMENT PERMIT Parcel.. No 022310-0070 Site Address: 230 ANDOVER PK Total Fees: 1,331.09 This Payment . 42.00 Total ALL Pmts: 1,331.09 Balance: . :00 '• Account; 'Code Description Amount 000/322.800 BUILDING INVESTIGATION 42.00 4i$7 09/17 1717 TOTAL 42 00 **** ******.. , . . *.k :.1 < * *� *.** :**' * * * *. * * * * *. * <k* * * *k * * ** ** *** * * * *. * * * *4•k *-k *' * * * * ** * CITY :bF TUKWI WA r TRANSMIT : ** *, * *. *, * **.A *•� * ,*�l lF * * * * ** *0 **-* * * * ** * * *O k *.l•k* . TRANSMIT • hlumb.er: R97QQb3b Amount 484.75 09/03/97 .12:03 Payment Met CHECK Notat hMI SERVICEE,_INC Init: SLB Permit No 'D97- 02b0. Type; DEVPERM DEVELOPMENT :PERMIT Parcel Na 022310 -0070 ite Address: 230 ANDOVER PK W Total Fees: 1 This P+yment 484.75 Total. ALL Pmts: 1,289.09 Balance: .00 k **• ** ,**** h * * ** * * * * * *•n * *Aiti * *i *•k * ** * * * *fit *** * **** ** * *A* * **• * * * ** Account Cade Description 7 Amount 000/322.100 BUILDING NONRES 484 Se S S E P 0 5 1997 7730) 09/04.1717 TOTAL 40430IVIMUNITY DEVELOPMENT RECEIVED .4'.**.**.***• * * *k * *,k* * * **'•k * * * * * *•k* * * * *k* kk** * * ** *!r *k * *'k.k *k * *•k 1 * ** k* * CITY. of : TUKWILA. WA TRANSMIT .. * * ** *fir *k * ** ** ** *. * *k* *7)k* * d•kkk *k•kk* * * * ** *kk *st *k ****k :TRANSMIT Number: R9.700623 Amount: 804.34 08/06/97 083:42 Payment Method: CHECK Natation: SEATTLE FUR EXCH Init: SLB Permit No: 'D97- 0260. Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 022310-0070 Site Address: ;. ANDOVER PK W o ap Total Fee: 804.3.1 This Payment 804.34 Total ALL Pmts: 804.34 Balance: .00 * *•k * *k* ** A* * *• kip • *•k * **, * *k* *** * * ***** *****• Air *•k* * ** 4 k** * * * *M ** *** Account Code .000/322.1.00 000/345.830 ..000/386.904 • 111NTWW:c WWW 'i:. rk..0 NI 'cf Description :WILDING - NGNRES .PLAN CHECK. NONRES STATE BUILDING SURCHARGE Amount 484.75 315.09 4.50 2852 08/07 9719 TOTAL 804.34 Project: - .--- a ,mil U _SJC frS r f 2 l_1 Type of inspection: i = .�r<: Addr , ess: 30 {env Ire (e_ l (j. Date ca lled: i 1 `� Special instructions: 1 ,� c4 - Cc.L.I J �l v2c. �Ic�i (rrnE. Date wanted: 1 _ �_ q t 0 p a Requester: p) e r.Ll No.: 6o),'- ) 4 ,, INSPEC 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspect INSPECTION RECORD Retain a copy with perm! Corrections required prior to approval. / 2 :7 )2/ F - 6) PERMIT NO. (206) 431 -3670 Date: j _ 2 , z/c/o $42.00 REINSPECTIO$( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 11 . , v.e c i Type of inspection: v _ n Address:230 Akciovav Fie., ► w f � Date Date called: 12. _q-. i ----1, Special instructions: /� wanted: I2 - ZG�'qi a. je(/VWt`b tf.-) ,, ,,��,, ma�yy-- t)61( -14A4- Requester: Phone No.: 54{ , c2 .0 -7 r r'� r Pp CO ENTS: ----1, 4. y ., a ��..r�se..��.►► __ J t 4 ,�k'1 ?'e/J. be 6 Mme' 5 t"" , f ✓'.P v r1/4S l INSPECTION NO. INSPECTION RECORD Retain a copy with perms CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ved era l icable t' do � .Corrections required prior to approval if4O 1 Date:, . $42 G . REINSPECTIO ( EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project) • m )c-iaAAZ 1 1-u-r--;•(-/ Type of inspection: f ,c,y-Ne. - r , y ( t '01 Address: • AO Pr tO Date called: i Special instructions: Date wanted: ) 2, . ) \ _ A Requester ---- 1 - J6,0( Phone No.: qc _ tr Li ) ) , C) INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 I I Approved per applicable codes. 7rCorrections required prior to approval. COMMENTS: PrO-Vr Inspector: ki io3G &KN--)E4 on— (NA-4.1-%. 0 Pl g..c-1L.4sA 10.1_3110 VA-c w T1 / of 11 i fIL r 4 P4 ° MAX( tAN Date: ( 11)11 ) PERMIT NO. (206) 431-3670 1 1 $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . .„ c 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: Project: �IkuS c C r n ,cS Type of inspection: wk.., Address: 2 , p-. r UJ. Date called: f rI /1/� Special instructions: Date wanted: ! hIPR /gj a.m. p.m. Requester : Phone No.: Yx • Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with perm! INSPECT, • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO., (206) 431 -3670 Corrections required prior . to approval. COMMENTS: $PrUL (4kO, v M Pr S-1 W pry t t-G u urTio - j • -viG t ,r• -L EN IT" S, G-1 IA (airrillG, w v,Sr F-u 0 • Ik i 1 5 7 $42.00 REINSPECTION. FEE REQUIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: • ,� . AIS5ICJct, 5 f l21er Type cif inspection: (`u.t Lc-mk ( ......— r`r.611j Address: c p nC � 1'I L Date called: 0 -30 -eil Special instructions: Date wanted: ``a) a.m. Requester:„--- . n I _John Pncic S Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . Approved per applicable codes. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permi Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date /(1.— 3/17 $42.0 INSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv d., Suite 100. Call to schedule reinspection. Project: h . . ,...--'„ /V/ (fc / (fret c. l'"refihe , Type of inspecn: Address: Date called: Special instructions: /0 sil-et, /3 T;11---00 Sivte Date wanted: -.047 /0 3 p.m. Requester: Phone No.: r INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NI PERMIT NO. (206) 431-3670 I I COMMENTS: Inspector: P1 Date: /0 _ I 1 $42.00 REINSPECTIOV FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Approved per applicable codes. Corrections required prior to approval. R an. 5 1 ien T rim i s a tio Kai { no Date calied9� i S4= Special instructions: Date want L., q7 ! ; i .m. Requests E Phone Q 1 4 , INSPECTION NO. COMMENTS: Inspector: CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permi 1 CLV 1�T Corrections required prior to approval. - k ')P vr Date: c (206) 431 -3670 q $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No,: Date: Project: ' / ' ,) . {/ ^j T of inspection: o Address: ate called: _ �J Special instructions: Date wanted:, 23--- Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd L #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspect $42 i • EINSPEC ION FEE REQUIRED. Prior to inspection, fe6 must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permi Corrections required prior to approval. Date: 9 .„, (206) 431-3670 ?�3 ERMIT NO. is et: Pct ;t . a nrf tc Yiy t x fill c 14 .. ae wne 1 am pca ntutos u L a .n . Rqe , • 1 ■ iP tf t a im i •g. hn : c,9 1 Tyg Approved per applicable codes. COMMENTS: i pTL . _ 4 (211ftg: '1‘ 4 _ s Inspector: I I INSPECTION RECORD Retain a copy with per 1 fr Date: /02? PERMIT NO. (206) 431-3670 Corrections required prior to approval. / /26 , V(.17 --7 e , / t5 P )- ; 6- tf•'/ cAk7A A , bPz--4 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. Receipt No.: Date: •, r ect: , ��S 1p a of inspectio ss�` Date called: Special instructions: to wanted• 2; "" / 7 a.m. p.m. Reeser:. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 CA Approved per applicable codes. COMMENTS: l + Inspector: INSPECTION RECORD Retain a copy with perm; X/7 f Receipt No.: Date: Corrections required prior to approval. ("te 441 Date: $42.0 +'' E SPECTION EE REQUIRED. Prior to inspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection, PERMIT NO. / (206) 431 -3670 \ l.sz ` Y" Tjr�e of i ect_ ipn; t_ � `�i_.Z. n rm ) Da Iled Special instructions: 9 Dat ant r••1. l telb R ester: Q c- .6 imorg/re,IR,graj ... Phonet 1 t Approved per applicable codes. INSPECTION RECORD Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Corrections required prior to approval. COMMENTS: N �t �€ OF wi\ -(4,.. Inspector: Date: l o ( ) fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: W sAD (F 1.,, ,- 9 „AAA._ Ago Imo (L 4-- :G' LINic A:n o (- - 8� - - rn A-ft-v) + .Ots CUSS it pedal instructions: ci gr.; Q,L.wu:..‘aG P WAD GMtuM(IS V.1 \ -rkirVIA ~ 1 1 (A IQ \'''.: ��n -,.S i '4, w i s Ne e (Le \h- quester l,CU'Th on . �Q oAI r. � t p dy--NG Ty e of fal p G��L.. ` Q C S! . t7C '�: � r ss:a o% tom l Date called: pedal instructions: w /� f M-1 —�-'�- / pm: quester l,CU'Th on . �Q oAI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permi (206) 431. -3670 Corrections required prior to approval. Date:9I 1.7 I 57 E1 $42.00 REINSPECTION FEE REOUIRCD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: ct: �� ! ./. I! 1 0IAl Type of • spectioi: 8 ■... / CI A/ _ I GG��.� t( 2n / Date d r �] � Specia instructions: • - 4 Can Date ted: ' /l o —Cr R uester: Xl L (di —• OK/ / INSPECTION RECORD Retain a copy with perms CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. COMMENTS: DcnistAG tAv. Z— , Szt.A ) vitst9 r- oLttiw. as C i tAl IA . Tit■i N.44-1A— w tTt'S A-r 1 as u LA ► 4.4 kb, pts cusS�'Sl ' Approved per applicable codes. Inspector: ll $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date:c -f / 4 7 Corrections required prior to approval. Date: • Project: mu51tiar6 FriPnd Typpp inspec ti n: ( t i O4tir - ((),mtn Address: Date called: Special instructions: Date wanted: c�77 bn. C l — Is q ? Requester: � n � + Phone No.: O VJ o 1 't• INSPECTION NO. CITY CIF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. $42.00 - INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (5� Date: CI II INSPECTION RECORD Retain a copy with perm' PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: ;. i w A-u .S NtroF i ) coN c— Dh C.F- -1 TWA W ` is A 66.1 NZ ft-MA. f It Vt'•E A Sl'1Arr4rte (L N) s.ta R11-- T/PE c% - r1 l't Pi-P Pp wr . PMa(Z. -jt CZ - i A449 cA -L R it— z1 0SP�`cx - taN I Special instructions: J VC o undi b 5?Je ) 9 • � Date wanted: �j / ((f ''7 a : qqA m. Requester- Phone No.: $ (94" - 014 _c"N Project: s.. , 0 /% f • r i • • 5% �( rG s • `Type of inspec ` � lik IAA I Adce sb Avido Ve is w w . Date called: r 1 Special instructions: J VC o undi b 5?Je ) 9 • � Date wanted: �j / ((f ''7 a : qqA m. Requester- Phone No.: $ (94" - 014 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwilg„)11/� INSPECTION RECORD Retain a copy with permi r' (6 Approved per applicable codes. Corrections required prior to approval. Inspector: c V s_ 31 .... _ Date: 9,./r, 'g7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. PERMIT NO. 1 (206) 431 -3670 PACIFIC TESTING LABORATORIES December 12, 1997 Certificate No. 712 -71545 Dave Larson City of Tukwila Building Department 6300.Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project AddressQ4dover Park West Permit No. Reinforced Concrete Epoxy Bolt Installation Tilt 1.1p Panel Welding ¢.Z• Reviewed by: Robert A. Ross, EIT cc: Bill Kenny Seattle Fur Exchange PO Box 1060 Renton, WA 98138 3257 16th Avenue West, Seattle, Washington 98119 A Division of per; T gon���,n i„,.».,.,. Musicians Friend WORK REQUIRED WORK INSPECTED sident Reinforced Concrete Epoxy Bolt Installation Tilt Up Panel Weld h t; 2 ! 2 1997. • Professional Services Industries • 3257 16th Avenue, West • Seattle, WA 98119 • Phone 206/282-0666 • Fax 206/282-0710 We have completed the requested specialinspections on the subject "project. Our final report, dated November 3, 1997, is numbered FR 15194. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Tel (206) 282-0666 Fax (206) 282-0710 Project Name int/ 5//://,'/V‹ EPse=r /L) Address c .3 4 -, P 1411 '\ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection //I , /' /!rain".. / /.1C,%'(Sur',�} i, A/ A,1 Authorized S ignature y ;..�a�'�.:E +;x^R�;��` + ;�.�h i,•yr'��.'. «:�t .'t);�,,Yr� -' '"�.'T� i�.�w ::'�"r YW"�.�. i,. N'., , �.�;'•. TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM e ) /2 T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No Suite # / Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 • STRUCTURAL CALCULATIONS FOR: MUSICIANS FRIEND TUKWILA STORE SIGNAGE : TUKWILA WA CLIENT: TURNER+PIRSCHER SEPTEMBER 1997 Swenson Say Faget Inc. Phone: (206) 443-6212 RECEIVED 1925 Post Alley, Seattle WA filYffir UT KWILA Fax: (206) 44-348-70 SEP 2 3 1997 PERMIT CENTER 147--.026 1 a • ,GfJdU ..._ , ...., .,..... Swenson Say Faget :1 St rti i trrctl I',Ilg1 It't'1•1rlr; Cot put -anon .7 r. P111 MV 1 6 FOiFf.) D project e-AGNAeiE. • date >Uf� design 1935 Pnst Allt•v • Seattle. WA 98101 • Phone ( °_06) 449 -631°_ ■Fax (20H 443.4870 • • GnNt, d`Ot o G •(4 • - . _..__mi►•ro. _ • Ge. 1! ,- i e h.. to . � _ . : _ s ry;� . Fe. o fix l? i 'K z ,�o Wit .. _.: 1. ..l. I`_Ir:... .T • i _ :77) �iyL 'ro4)G Vim ...• to F. -.- • fir_ • ..;. SL. Gel114Mc. ..... j • N�CEIVED... �. f ...,......... .... ..... . ...... , ..........__CITY - OF TUKWILA' PERMIT CENTER 01 pro!. pro!. no. GS - I sheet j_ Or 16 1. . ' 1 0% .w ..:..:....;.._.;_._,_ ..... . ..:433 t-7116 �-- 19 Z31 * .. .. ..... ..._ ... -- — r Plt,rj a..........,._-' / �' : S So. Nom' . 6,3:fr . , /, ! C 1 • . C� -n -, .. Co r . M T �._.;..._: . , ....�..,..�.y.;...�.. 19 - - -... _.. ......... ... . .. ......... ..... _ f I i . : :. HNC- . 2'� • I : • , zzo Swenson Say Faget A Structural Etigtnet'r111 ur�x�raluin ..... kty . :_..t....:.'1tK. ;. 70 fyu.. '.. ,.... M • : I: T9 1.j... p. — -7 • I t • , r.. _ VR 2i�a -. H ! - 'S F(i5N q •f 43 -47 97 +49 -al date prof. no. project G.N ker �- 10445e- -t f I gGtt>^,e... �.... . j... ... -..._ _ ..... .CITYi OFETli W {LA design sheet 1925 Post Alley • Seattle, WA 99101 • Phone (2081 44:1.9212 • Fax (208) 44:;.4970 • • SEP...2 3 '1997 PERMIT ; • • 1 I I I • -- • F - S C V7 -- j 41: k• • ■r• • ; ---C°7 ( • . I ' I 1 L ," • ty : . • • r: • • , • : • I • : • • ' i : • • t 100"7". 1 • Citittl ; • : : • 1 ! . • • elii• , . ; • : • • ' ---- .. ... , ..;•;:•5.0.(1 1 1 Pro ' t a re2; AZ- • - • 23,5•Ill- • •r• ; 00 t • (g) Z4 - . . . , . . ft) . 1t-a; • ' t ; 6-; : . I • ( RD Fo N. a Lp _ e . (7 FT - 4■432 . , , p .,1A/t5.2: ( ‘19 ', f6.f ; -f: .. A'r;tifj" ..t. 4.1/7. - : ! -l . : ble; . 5 . 4)41i . :5 : -1 ‘,-;2.--0-6 . ' , 9•1 11 ::-V : ic-_ toi. f•cd- . . . ; . .• ..... ....P Zt /4 AtcEtVEti . • EP -2:11.15571: Swenson Say Faget A Structural 11 (•( Corituration flUIC-1A-A1 4,51 project lLet E- - V0 2 -iong_ et-iG -q7 dale design 1925 Post Alley • Seattle WA 98101 • Pho e (2O6)443-212 • Fa J.. PERMIT CENTER' `/ - o I pro). no. C sheet 0 011 43.4870 ...... Swenson Say Faget A St rut•l i11 Engineering Col - it :nlum project 1_.._..:....:.._.__.._._.. _ ...:.....:... ........_:_..- 1:.......__.__. L:...:.__:._ ' n.. • _TV ! t o i .. • Gt,4 { 1�� . .. r(r 2r 7rr1�G.: TSGT�j. 1 _ . I ...... . : F) tO t .... 1447 . (Nn . .. }. l.. r I. , t ' ' 7--- - tom = h�.t3 ...I .. .RECEIVED ......... _. :.._. CITY OF TUKWILA.. ..PERMIT .CENTER.. .. date design pro'. no. sheet 1025 Post AIIev • Seattle, WA 98101 • Phone (20(11443-6212 • Fa,U 061 443.4870 1 ..... ....... 1 __.._.,.: ......_,......... ........ , ..__...._..........__........._ • _ ..... .: i ' , • . ' t--' i ._ Foar LA- 2,e5F Pt Swenson Say Fagot A St rtici Ili al Etiguivcritig C o IIR.)IILUUH soplk el . vre- to *tiJ (,(0 al* Al - • • . • , • • . • • . • • • .,, ' , , • . , • . • • • • " • ... • - • y --, , --- -•-, , • '.. • ..•• . •• .•• -,• . • .. ■ . or 0.6e,_ .L.dt?? Uki ..z.,(• 0 5 t (4'9 ) (0 ) e,fo 140 T-7 [e- . 7 W 10)01 &-rt,,, Virfc, /je (1 /1*& rata krt.- (-1:443d . 1. T'f't f. // r project tue-Nue-t %V OR ..• . . . . ..... . .. • . . • date ijF design , • . • , . 1 ? 4 1' 113 - 01 pro. no. sheet '1 st. 11 0. t C Ildk , 217$ PM =1-G \ 3(, ( 3 project V Wit' 441.r. /N4 , p L : p Q pt- %/MI( Swenson Say Faget A St rue! Ural Engineering Corporation gXH \7Co0t:7 . G,4.)- isseXE oc,00 USA (co Xx•K'0 corn f r~? (ox. L¢ o I - 11)el 9 xze UfetrAikt M11?' i =40 1olox.C.o G° ' = 58 a n-- !vl4o W /4x(o( _ . _ p , .. -- i- ---Z %I Kt Z f'q y 1Z,0`i Iii ✓ , U *IGf r s ltt 0 S -( -47 '7744' - date pro'. no. design sheet 1925 Peat Alley • Seattle. WA 98101 • Phone (206) 444.6212 • Etx 0061 -143-4870 l(e 4A. - rrore* -- GoN -) ±1 g- .4ce-fu►5 .. TO 5t'k. STUB fed Pretvt. PNN5 'tom. W27 TtiAtYE- SHIM. '/k ft-tte7H poi :vele ors �. 4. '+- 4+ • ViO Ar >t , 9TV L �x3x U 4A d' -CCou t ' u /�'� 4S 4G I vv_ c/ .1../ *1 _c t9 - (01')-DRIVE Swenson Say Fa et A Structural Engineering rtng Corporation project 9 Post -1-0-Nsr'L et ( . r.r0� rt - leAt1/4 91vPs . tom' .. 4 °o , G h t t V ' /z" At' A- 0 rr. w r+ rnt'?4► , 'l�rt'h{ i. .. PINS a - ;.`(atop ._((4A,-. 3t, 51 �°_ ON F eketi, N45) ki (.?i "o,c•.... .. (N7r..4eKet IA1 - 5TU05 , .._... - _ ........... 9)2.77 (0 ::: - :.::: 6 -I -a date design prod. no. sheet • n Lox 4 x 3/S x( L3'" 64.'V1 PE- w/. • (i)3 /4 ft-'3z--F 4x4x 3 /e) 01 -7' -roar * ter-. w/ Swenson Say Fogel A Stri (lira! C orporalion M S( L.1 A- J ' ire J O project AI 'YL f f �Ia�rprrrL .. .............. W G GOV '; .. . 8 - c' date design i prof. no. sheet 1925 Post Alley • Seattle. WA 98101 • Ptlttne (2061 443 -6212 • Fax (2061 443 -4870 W Z • _ .; _ r W ........... :.......:........ Oeptit, .;. ........ ......... wto "r2tiT_ _...1. Swenson Say Faget :A SIrncInral Ertgtn('(•r•tng Col • 1 ................. . .............._.. .. ... .... .........j..... ..... _.__. O .�. .J..... • M (}5rcoyv r, project -ru 9 - etizexmiry . 0 - FOPS •42owm art ...._.._._..._. oF au s. :� 1,tt.s .t , 5 Czy6 .. w/ Wirus3i5 /rO sw Z4) , 14 ,1 1)s.'3 4 ..I0 .. 5119T • 4 -I - /1 date /C design _I • j• .W:t(aJ Co:4.:...... • :._.._:..._.._._._ ._..... = A35 F9*it N4 . _ ;w Eft. 51► oft/S. prof. no. sheet 1925 Post Alley • Seattle, WA O8101 • Phone (206 ) 443.5212 • Fax (2051443.487n t. 2k o o.c.- UoA-u eGs P te: IG :: for; w / .... 5 /0' 1 4 6 .pee. h e Swenson Say Faget :\ tit Engineering (•„rlx,raiton project • 1f r R -iv Peo7, r9 flat t • are- • •• : km, ... Ipfl APL. x t?x - �" w /e4). 4 4 OXP .: NON , HiemP 4edar. 9CUpT0 .ecf - �Q�,� • 1 -► -'7 date N r L design Ez) -k eo∎u -_ ........ A-A U - r -. P612 :. - BED DN • _ ... prof. no. sheet 1925 Post Alley • Seattle, WA 98101 • Phone ( "08) 443-6212 • Fax (206) 443-4870 i ■ FILE NAME DATE 16- 6/20/96 SCALE 11/2" x 11/2 Vi SAME GAGE AS STUD - LENG1H = STUD WIDTH LESS 1" STUD PER PLAN OR DETAILS • TRACK SAME GAGE AS STUD W/ r WIDE FLANGES, MIN. I 3 DESCRIPTION MM. SHOOT (2) 5/32"0 DRIVE PINS 1HRU EACH ANGLE INTO CONC. AT STEEL TRACK ONLY CONDITION USE (3) NO. 8 SCREWS { 7p1 ■1 Pi o 5 e STUD WEBS SHALL BEAR AGAINST TRACK WEBS SE (3) NO. 8 SCREWS TO ATTACH ANGLE TO KB [() No. C w 411 4rexotkij STUD CONNECTION AT BASE - SUBJECT TO WIND BOXES I ONE I GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, Fp= 0.75 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. B. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. STRUCTURAL STEEL LIGHT GAUGE STEEL MEMBERS APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR REVIEW DRAWINGS FOR CONFORM„d WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER.PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL•AND SHALL BE FOLLOWED. 12. SPECIAL INSPECTION OF niE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL IN- SPECTION AND TEST RESULTS. CONCRETE CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING) EXPANSION BOLT INSTALLATION GEOTECHNICAL 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE IS ASSUMED AND THEREFORE MUST BE VERIFIED DURING CONSTRUCTION. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF RENOVATION 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL HAVE A MAXIMUM ABSOLUTE WATER : CEMENT RATIO OF 0.58 FOR NON -AIR ENTRAINED CONCRETE AND 0.46 FOR AIR - ENTRAINED CONCRETE. CONCRETE SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE. 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 17. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -80 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -89, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" OTHER FORMED SURFACES 1 -1/2" 19. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL CENTERED 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL CENTERED 20. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 21. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 22. EXPANSION BOLTS INTO CONCRETE AS MANUFACTURED BY THE RAWLPLUG COMPANY AND DRAWINGS u STEEL INSTALLED IN STRICT AL.iDANCE WITH I.C.B.O. REPORT NO,...i514, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 23. DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE "DX- "TYPE AS MANUFACTURED BY THE HILTI CORP. OR AN I.C.B.O. APPROVED EQUIVALENT IN ALLOWABLE STRENGTH. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORTS NO. 1290, 2388 AND 4373. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND AT LEAST 1" TO NEAREST STEEL EDGE. 24. DRIVE PINS FOR ATTACHMENT OF PLYWOOD TO LIGHT GAUGE STEEL STUDS SHALL BE 0.100" DIAMETER "AKN" KNURLED TYPE, AS MANUFACTURED BY ERICO TOOL AND 'FASTENERS, INC. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. T94 -141. 25. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "FOIL - FAST" EPDXY AS MANUFACTURED BY THE RAWLPLUG COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C,.B.O. REPORT NO.4514. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 26. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS'OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1.. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 27. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A. PLATES, SHAPES, ANGLES, AND RODS A36 36 KSI B. ANCHOR BOLTS A307 (EMBEDDED IN MASONRY OR CONCRETE) C. CONNECTION BOLTS A325 -F (3/4" ROUND, UNLESS SHOWN OTHERWISE) 28. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED SEPTEMBER 1, 1986. 29. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 30. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY STATE CERTIFIED 'WELDERS (CURRENT CERTIFICATION SHALL BE SHOWN TO THE SPECIAL INSPECTOR) USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. 31. COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOSt,.:ON THE PLANS. NOTATIONS ON TH� -...iAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A446, GRADE D ASTM A446,.GRADE A WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi Fy = 50 ksi 12, 14, AND 16 GAUGE Fy = 33 ksi 18 AND 20 GAUGE C. WELDING OF COLD - FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 20 XHD 400 STUDS @ 16" O.C. AT INTERIOR WALLS AND 20 XHD 600 STUDS AT 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 16 XHD 800 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 16" O.C. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE -PINS. @ 16" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12" O.C. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 U.B.C. TABLE 25 -G. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1" FLANGES. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS. WOOD 32. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 2x4 STUDS, PLATES & MISC. FRAMING: HEM -FIR STANDARD GRADE 2x6 AND LARGER STUDS AND PLATES: HEM -FIR STUD GRADE 33 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 34. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 35. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN - APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 36. FIRE- TREATED LUMBER AND PLYWOOD SHALL BE PRESSURE TREATED WITH "DRICON" FIRE RETARDANT CHEMICALS OR APPROVED EQUAL WITH FOLLOW -UP INSPECTION PROVIDED BY UNDERWRITERS LABORATORIES, INC. EACH PIECE SHALL BEAR THE UL LABEL OR IMPRINT CERTIFYING A CLASS A /CLASS I FLAMESPREAD RATING, AN INTERIOR TYPE A PRODUCT AND KILN DRIED AFTER TREATMENT (KDAT). EACH PIECE SHALL CARRY A NATIONAL EVALUATION SERVICES REPORT NUMBER. FIRE RETARDANT TREATMENT SHALL CONFORM TO UBC SECTION 207F. 37. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOGS NOS. C -97 AND C- 97S -1. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER urn- O DATE *An PROJECT NAME MusrcIAp.J FRtEN D keleinCia DEPARTMENT: riffeffIREPEPPFIMN* FIRFPRF n PUBLIC WORKS STRUCTURAL R R R�aS- 1 5e,+ -61 X 11 -- DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4 716/ COMPLETE g NOT COMPLETE NOT APPLICABLE Ei COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE I / APPROVED ( I APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) p REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F PER1tr fctA‘rLNAnR DATE ING DIVISION O RD I N APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE DUE DATE (Certification of occupancy required. 1 ACTIVITY NUMBER lytg- O DATE 41 • PROJECT NAME MusrciAwS FRZEN D -tersizig4 DEPARTMENT: BUILDING DIVISION S PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F , } : PLAN REVIEW / ROUTING SLIP L FIRE PREVENTION E STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE - co FsA"C■ '±o V2. T2GT0 l REU $ E10 ,. TUES /TE URS ROUTING: PLEASE ROUTE ) NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS C 1 DUE DATE %/MI CORRECTION, .DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS DATE DATE C • PLANNING DIVISION PERMIT COORDINATOR 0 DUE DATE 61 /40 er l} a1J NOT APPLICABLE 9 NOT APPROVED (attach comments) Q ID�j&lq DUE DATE NOT APPROVED (attach comments) 0 (Cerdf'tcadoa of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER O 012 O DATE q� 6 PROJECT NAME MU5rCZAPJS FRZEN D • kevxso4 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 9 40 IA Is COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE O 1 /9; APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ t 1 CORRECTION. DETERMINATION: APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE (Certification of occupancy required. FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 f L PLAN REVIEW / ROUTING SLIP DATE Vdts, ACTIVITY NUMBER 1,M " 02 60 PROJECT NAME MUSrC!AWS F END • itelfZSZekt DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE " AG COMPLETE NOT COMPLETE • NOT APPLICABLE COMMENTS M t a.007 A 2,1 y 4 3) tie c.d b tic IAA/ Gam curl �'IZ f � c9' TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL N`T DATE APPROVALS OR CORRECTIONS: (ten days) CORRECTION. DETERMINATION: APPROVED n APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DMSION it STRUCTURAL ❑ PERMIT COORDINATOR Q APPROVED a APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) Ei REVIEWERS INITIAL A- DATE 1 . I 1 k -7- REVIEWERS INITIAL DATE C:ROUTE -F DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 1 DUE DATE ( � 1 / -� COMPLETE COMMENTS • REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 0260 DATE 4 43 /9; PROJECT NAME MUSrCZAJ FM S IND b kflaSZoki DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION PUBLIC WORKS Se STRUCTURAL PERMIT COORDINATOR 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE /, M a► NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE I I NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 01.1 DATE 3v/g7 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE ' C I q APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) Q DATE CORRECTION. DETERMINATION: APPROVED n APPROVED W/ CONDITIONS • NOT APPLICABLE El REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) (� Ftorm,4. C.r#imi4.t PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DATE PROJECT NAME Mi/�xctA& Pt2 DE BUII DING DIVISION FIRE PREVENTION IX P2 I ( C STRUCTURAL E S'a5 - q) NA DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE Mr; APPROVED n APPROVED WI CONDITIONS . NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F DATE DATE PLANNING DIVISION Approved ' /ki PERMIT COORDINATO DUE DATE 8 /16 / frig NOT APPLICABLE CI DUE DATE APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (Ccnidwion of occupancy required. 1 • PLAN REVIEW / ROUTING SLIP aA ACTIVITY NUMBER D97' Oxpa , DA *WV PROJECT NAME MVSICTA& FR o e' DEPARTMENT: BUILDING DIVISION ga PUBLIC WORKS COMPLETE COMMENTS ROUTED BY STAFF REVIEWERS INITIAL CORRECTION DETERN I'ATION: APPROVED REVIEWERS INITIAL C:ROUTE -F L FIRE PREVENTION E STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE E NOT COMPLETE NOT APPLICABLE El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUEDATE e j4P /f1 APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) APPROVED W/ CONDITIONS DATE t e iS PLANNING DIVISION' PERMIT COORDINATOR El DUE DATE 8 /•t6/ NO FURTHER REVIEW REQUIRED E DUE DATE NOT APPROVED (attach comments) C DATE r GI (C:rdficadoa of occupancy rsquiicd. 1 ACTTV NUMBER 097 0240 DATE PROJECT NAME Mvstcr S P« l) APPIONallte DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS COMPLETE COMMENTS ' REVIEWERS INITIAL APPROVED n REVIEWERS INITIAL CORRECTION DETERM'Y.ENATXON: APPROVED REVIEWERS INITL J.. C:ROUTE -F • PLAN REVIEW / ROUTING SLIP {c G ' �rr Jr," FIRE PREVENTION. STRUCTURAL APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS APPROVED W/ CONDITIONS DATE DATE aiT sr PLANNING DIVISION' E PERMIT COORDINATOR DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE - 26/ fl NOT COMPLETE n NOT APPLICABLEQ� TUES /TUURS ROUTING: PLEASE ROUTE i l NO FURTHER REVIEW REQUIRE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 17 /c /1 NOT APPROVED (attach comments) 11 DATE D L DUE DATE NOT APPROVED (attach comments) 0 (Ccrdficarion of occupancy rsquircd. sl; ACTIVITY NUMBER D97 • oxio DATE MvStcousv G S �� v' •. PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE APPROVED APPROVED C:ROUTE -F } PLAN REVT.W / ROUTING SLIP COMMENTS ' REVIEWERS INITIAL REVIEWERS INITIAL L • FIRE PREVENTION STRUCTURAL NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) R E V I E W E R S I N I T I A L atttj DATE G / .1 R APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE C DATE gi ° 17 PLANNING DIVISION' 1K PERMIT COORDINATOR DUE DATE 8 /16/ 4 ns NOT APPLICABLE NO FURTHER REVIEW REQUIRED DUE DATE APPROVED WI CONDITIONS LJ. NOT APPROVED (attach comments) 11 DUE DATE NOT APPROVED (attach comments) (C:r9Ficaion of occupancy required. ) REVIEWERS INITIAL APPROVED • w+:n: .. I x'K PLAN REVTW / ROUTEy G SLIP ACTIVITY NUMBER D9?• O%o • DATE o PROJECT NAME MVSZtr & Fj DEPARTMENT: BUII.DL 1G DIVISION FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS tg STRUCTURAL .PERMIT COORDINATOR DETERMINATION CATION OF COMPLETENESS: (T,Th) DUE DATE 8 k ti Prig COMPLETE NOT COMPLETE n NOT APPLICABLE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF 1 1 (If • • by staff, make copy to master file & enter Sierra.) REVIEWERS t • DATE gil APPROVALS OR CORRECTIONS: (ten days) DUEDATE ?AV"; APPROVED n APPROVED W/ CONDITIONS C. NOT APPROVED (attach comments) II CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE e REVIEWERS INITIAL DATE wwa�ss fI ,i R:. o ..1;s14; NO FURTHER REVIEW REQUIRED$ DUE DATE NOT APPROVED (attach comments) 0 (C:rdficadoa of occupancy rcquircd. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL D97 -0260 DATE MUSICIAN'S FRIEND Pa. mk C�i6 rAtot C.o PLAN REVIEW / ROUTING SLIP DATE 8/06/97 FIRE PREVENTION fl PLANNING DIVISION ❑❑ STRUCTURAL ❑ PERMIT COORDINATOR al c DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 8/07/97 COMPLETE ❑ • NOT COMPLETE ? (_4 6-) NOT APPLICABLE ❑ corn [47 nonTp[9 ( e ()A ()p)1C0.-fi l) n %- v ?.11. TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS DATE DATE DUE DATE 8/21/97 • DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. . ,, ,,, ,, ACTIVITY NUMBER D97 -0260 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP L e MUSICIAN'S FRIEND STRUCTURAL FIRE PREVENTION 1 t DETER VI NATION OF COMPLETENESS: (T,Th, COMPLETE El NOT COMPLETE NOT APPLICABLE E • , COMMENTS s2.( ki'ti VALT r.4 -i u t ) , N ja t Nu. -u17 �t�• /AL ,4 - , f Co711140Ar TUES /THURS ROUTING: PLEASE ROUTE APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DATE S- 7-97 DATE VER��� ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE i DATE oz:T; rsi ay PLANNING DIVISION El PERMIT COORDINATOR Q DUE DATE 8/07/97 8/06/97 NO FURTHER REVIEW REQUIRED r DUE DATE 8/21/97 • APPROVED pi APPROVED W/ CONDITIONS H. NOT APPROVED (attach comments) DUE DATE APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE l J NOT COMPLETE COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF l l (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL C PLAN REVT,W / ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL L r ._......1 CORRECTION DETERMINATION: APPROVED E APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F • D97 -0260 MUSICIAN'S FRIEND DATE DATE S1 / 7 powal DATE e DATE FIRE PREVENTION PLANNING DIVISION' STRUCTURAL E PERMIT COORDINATOR Q NOT APPLICABLE DUE DATE 8/07/97 8/06/97 DUE DATE 8/21/97 NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. ) T ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION fl PUBLIC WORKS REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVT RW / ROUTING SLIP REVIEWERS INTIAL L D97 -0260 MUSICIAN'S FRIEND COMPLETE mac. NOT COMPLETE i )(Jove., COMMENTS 7?—e- 4 DETERMINATION OF COMPLETENESS: (T,Th) CORRECTION DETERMINATION: FIRE PREVENTION STRUCTURAL TUES /TXiURS ROUTING: PLEASE ROUTE F.-1 NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master fde & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS PAP ""rr.O P -ACAPC l Co µ PLGA -lia■sl DATE t C DATE APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) DATE • DATE NOT APPLICABLE 8/06/97 PLANNING DIVISION ' II PERMIT COORDINATOR DUE DATE 8/07/97 DUE DATE 8/21/97 NOT APPROVED (attach comments) E DUE DATE (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0260 PROJECT NAME MUSICIAN'S FRIEND DEPARTMENT: BUILDING DIVISION Cl PUBLIC WORKS i i DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THTJRS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF [ l (If make copy to master file & enter Sierra.) .ti4 REVIEWERS INITIAL DATE 64P APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS I I. NOT APPROVED (attach comments) C REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS C REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP FIRE PREVENTION E STRUCTURAL DATE DATE C • DATE PLANNING DIVISION' El PERMIT COORDINATOR 0 DUE DATE 8/07/97 NOT COMPLETE n • NOT APPLICABLE 8/06/97 DUE DATE 8/21/97 DUE DATE NOT APPROVED (attach comments) 0 (Certifreadoa of occupancy required. ) R OBER T FOSSAI1 A S S 0 C 1 A TE•S CONSULTING ENGINEERS October 10, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Griffin: Crys al Kolke Senior Plan Reviewer a:1RFA\97t19"1.doc cc: Mr, Howard Turner Turner+Pirscher Architects 19524 Ballinger Way NE Seattle, WA 98155 A PROFESSIONAL SERVICE'S CORPORATION Regarding: 97-T-19 Musician's Friend (D97-0260) 2030 FIRST AVENUE • SUITE 203 • • SEATTLE, WASilINGTON 98121' • • RECEIVED CITY OF TUKWILA OCT 1 if 1997 PERMIT CENTER Enclosed are the drawings and calculations for your use. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. TELEPHONE: (206) 250.1803 FM: (206) 250-0197 • RFA #97102-19 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The proposed project consists of a new concrete tilt-up entry. Our only structural concern is that the Structural Notes on Sheet S-1 should state that welding will be performed by WABO-certified • welders. Per the direction of Mr. Rick Rossouw, of Swenson Say Faget, on October 10, 1997, we have added a note on Sheet S-1 requiring WABO-certified welders. „ •Crystal Kolke Robert Fossatti Associates Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 • Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, Shellie L. Bates Permit Technician Department of Community Development • Steve Lancaster, • Director John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 (:) dwk:: lFi�' 3�' i.+ ii' kaS7ri.4k`N.'d >4.:'CJd'sv.^; +ix ^.c ;�1Y:..:f.r+;x; : P:V :'r. ?rfa ?:9+';.w'ri'•rnrah'RVa: n:. c 2Ymy4tat rrh.e CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: r 2 77- PLAN CHECK/PERMIT NUMBER: 011- -- OZ GO PROJECT NAME: ri U S . r2( D 1i (OMIZ- PROJECT ADDRESS: Z40 Al \J Z P.4�IC fir T1I(1,w( - CONTACT PERSON: Kd✓IN 0KSAOWNZD U 'HONE: % , -c ke&A REVISION SUMMARY: EaX= 1) tQC2`1' rAcApe PM) L. -- feor t. ttIL. S1rJ ;972- V 7Ula ,L 4"b 11 L T - UP C6uCIeM . SHEET NUMBER(S) A -2.1 A - 3:1 , "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Bldg. Planning Fire Xerlia:+tti atawh.+4 SEP 231997 PERMIT CENTER Public Works 3/19/96 y =�:: Gil >:•2 .:'.l).s "!;tt'M...ro „.•; of kf.".? CiI+: KM 'K'�.�Va.�t•Ca >J!.�.+,�r1YV:•. ref) Y.:., �a. e:.. e.' rCh4» �e�•.. et+ t• .n;eennwvnsrvw.....wFr.H.,e�.:�• war <r Ana+ rertlt.. AlMrrk✓.•. irw ( ”- CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: c l / I�. 7 PLAN CHECK /PERMIT NUMBER: D - 0)4,0 PROJECT NAME: ./14 KS;CI AY; FI i /Rr 9 Ctr z ah PROJECT ADDRESS: ;-3Q A vlJotk - Park-- �/� �I.c (►.✓' 16 1 • CONTACT PERSON: _ i rk/av /V1 r►t.rcv PHONE: 6 I REVISION SUMMARY: ri Wa) +t✓ 41 I la. Gll. l�- REVIS V � � �'l0 vl CST .610 1 e v\a & 40 v at. Gol i( 44 i& n 07 s i taw . G.4 In P.lrcJ 6te 6 In)q t l . Ka S 1 0v■ C_A1.ad Fror\ df3 SHEET NUMBER(S) _ 1- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg. ob Planning Fire CIT RECEIVED SEP 1 21997 PERMIT CENTER Public Works 3/19/96 . DATE: a(Zt) ( PROJECT NAME: N\('( fv) PROJECT ADDRESS: CONTACT PERSON: ( • CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 D A-3coc" REVISION SUMMARY: 9-MOCID / ) 7 SUBMITTED 17 ( 1 \ - 0 1 1( SUBMITTED TO: ) Bldg. Planning Fire REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: "CA -- 0 Z--(00 )1■)Clh PHONE: ? 5 - ) 3 Public Works • RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY 3/19/96 August 27,.1997 Dear Sir: City of Tukwila Fire Department Fire Department Review . Control #D97-0260 Re: T.I. at Musician's Friend - 230 Andover Pk W John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 11 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 t41R71Agi iSw Sok tc:&, 7 ,'tor. xgl o .,'.0 .1..'.n :•Z,M.N :KShIWr. }i FottAf kW(:MNv o... City of Tukwila Page number 2 b .Yf {?i4.�w.. ryt .alcr 5.. v Fire Department Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575.4439 a !':454: At;'Itir:Jt:�'; • .1:1.1 AI City of Tukwila Page number Ktiu6Jn1:6711 SGte..t YlCtir oierktxwien4aarrmarav44 viomaiaviali �'.tzxa aerfaw7X.<. Fire Department Thomas P. Keefe, Fire Chief required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .5754404 • Fax (206) 5754439 V ..... Mural '.Vay ?;*i Page number c City of Tukwila Fire Department : l5"..Att iTJ.fY1+kettit /".W6if.Lr4 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Page number City of Tukwila Fire Department requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered,• breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. 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 901.4.4) In. order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) John W Rants, Mayor Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 cc : TFD file ncd The Tukwila Fire Prevention Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.44.39 " City of Tukwila John VV. Rants, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM TO: File FROM Michael Jenkins DATE August 27, 1997 RE: D97-0260, Plans for new entry and demising wall for Musician Friend's I spoke to Howard Turner today regarding the proposed new entry for this applicant. I informed him that the proposed entry is approximately 10 feet taller than the existing/adjacent entry. I asked him if he would reduce the height of the proposed entry to make it conform to the adjacent existing entry, which he agreed to. Howard will bring in new plans showing the revised entry, at which time they should be approved and the permit will be issued. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 }.�'i.SYi t%.,$, ".4 v1:%pa� tt r ^ ti f . •r tif'•�r.- :?1.nli =ii:' 1^.! Y• 1" lc\: 1:: i�lanh 'AyTF'.wn'.M ^. rest CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: o / PLAN CHECK/PERMIT NUMBER: D — 026C) PROJECT NAME: 1105 (0ANS V7t tcsl - 'T 0230 PROJECT ADDRESS: toga 4? PcV. PAI21C W CONTACT PERSON: ICVvIKI V ' tJ /I4OWA42D Vi PHONE: 36-8-066 REVISION SUMMARY: ADDt✓D c.LooP 4 (ZOJI(-2tOt•S Ct,c3UD u{ A -I.1 CortrtiLf ‘7 AU4.13, 1 1'4 - (P01,V2itull tnrile,tr Nap Pe aue7bY htsns mover) 4p PAN 1Scouv t-11,4 l., r4AM, Bur w /our /41P1/)PPa4TC LL.ovDLf3 OF CO\ft54) prl6c.2 (WI w•A d) -- emu-minuet- e7g ' S -1 We? Pa- P ,512 7 KlasP L c S co ttrtarT oV' tar "4 q q SHEET NUMBER(S) 41.1» S CV S V7 AoPt D "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg, Planning Fire GIN OF E TUKWILA AUG 2 21997 PERMIT CENTER Public Works 3/19/96 :;,•':"'•ri•••Y TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: August 7, 1997 PROJECT NAME: Musician's Friend T.I. PLAN CHECK NO.: D97-0260 Plan. Reviewer: Contact Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments: 1. Turner + Pirscher Architects is listed as the architect of record on the permit application. Consequently, the construction documents of the architect should include the referenced structural details and general structural notes under this title block. At minimum, we require that the structural details and structural notes are submitted on the same sheet .size as the architectural drawings. New sheet(s) to include the stamp and signature of the design professional who prepared the documents. • STATE OF WASHINGTON NOIldIOS30 614011032J2100 39l aN77 - -- 1.38 1114b3d PERMIT REVISION__ 31VQ e 1-6 �avw NI- DRAWN: KLO CHECK: HT JOB NO: Te6 111 GENERAL NOT ALL CONSTRUCTION SHALL CONFORM TO THE 1994 EDITION OF THE UNIFORM BUILDING CODE. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. SPECIAL INSPECTORS SHALL ISE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. FINISH FLOOR REFERENCE DATUM EQUALS (0' -0 "). •tt-,R TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. aUNIT 240 ANDCW 1 UK ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. ALL WOOD N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR SETH EEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS AT 10' -0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH U.BG: SEC. 1082.1 4 10822 ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ. ALAS NOT EXCEEDING 3 ,000 SF. WITH THE GREATEST DIMENSION NOT TO EXCEED 60 FEET. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE I/2" GYP. ED. OR 3/8" PLYWD_ OPENINGS IN PARTITIONS SHALL BE PROTECTED BY SELF CLOS. DRS. WITH AUTO. LATCHES, PER U.B.G. 1083.13 PROVIDE (1) 2A-1013C FIRE EXTINGUISHER (WALL MOUNTED) FOR EA. 3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL EE 15 FEET TO AN EXTINGUISHER T.O. CABINET 60" AFF. MAX. (PROVIDED AND INSTALLED BY OUINER). PROVIDE FIRE ALARM AND DETECTION SYSTEMS ONLY IF REQUIRED BY SNOHOMISH COUNTY FIRE MARSHAL AND AS SPECIFIED IN PROJECT MANUAL. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A FLAME- RETARDANT CONDITION. POST NO SMOKING" SIGNS IN ACCORDANCE WITH THE WASHINGTON CLEAN INDOOR AIR ACT. H.B. 62 ALL DOORS FOR PUBLIC USE AND EXIT REQUIREMENTS SHALL BE POSTED WITH SIGNS STATING " THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS ". CONTRACTOR SHALL BE RESPOSIBLE FOR REMOVAL AND PROPER DISPOSAL OF ALL CONSTRUCTION RELATED WASTE. 91 L_ J L L BD. BLDG. BLK BLK'G. BM. SOT. BUR CAB. CF3. CEM. CH. CJ . CLG. CLR . 0. COL. CONE CONN. CONNTR CONT. C.T. CTR GTSK DBL. DEPT. DET. DIA. DIM. DN. DR 0.5. D. E. EA. EJ. EL. ELEC. ELEV. ENCL. E.P. rl1 BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER COUNTER SUNK FOR SEATUILE PILM E DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT: DRAWING A AND ANGLE AT CENTERLINE DIAMETER OR ROUND PERPENDICULAR POUND OR NUMBER A.B. ANCHOR BOLT ACOUS. ACOUSTICAL A.G.T. ACOUS. CEILING TILE AFF. ABOVE FIN. FLOOR AGGR AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX APPROXIM. 'E ARCH. ARCHITEC .RAL ASPH. ASPHALT EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL 1 EQ. EQUIP. EXIST. EXPO. EXT. FD. F.E. F.H. FIN. FLASH. FLR. FLUOR FOUND. 5810. FT. FTC. FURR GA. GAL V. G.C. GL. CND. GR GP. G UIS. GYP. H0WR HDCP. H0WD. H8. H.C. H.M. HORIZ. HR I-I1. JNT. LAM. LE. LOC. LT. MATL. MAX MFR M.H MECH. MIN. MTD. MTL. N. N.I.C. NO. 44.1.5. HARDWARE HANDICAP HARDWOOD HOSE BIBB HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INST. INSTALLATION INSUL. INSULATION JOINT LAMINATED POUND LOCATION LIGHT MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL MOW EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FURNISHED BY OUNER INSTALLED BY CONT'R FLOOR DRAIN FIRE EXTING- UISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT CR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM NORTH NOT IN CONTRACT NUMBER NOT TO SCALE � Delee MN II' 6=23$7 R EVATODNS O.C. 0/ OPP. PL. PLYWD. PP. PLAM R RD. REC. REF. RE INF. REQ'D. RM. S. 5.0. 501-ED. 51-11. 5HT0. SIM. SPEC. 5Q. STD. STL. 5TOR 5TRUC. 5U5P. 5.4 V. SVC. 5YM. 5/W T.C. TEL. T.* G. THK. T.O.P. T.P. T.W. TYP. U.B.G. UNF. 11AN. 11 ON CENTER OVER OPPOSITE PLATE PLYWOOD POWER POLE PLASTIC LAMINATE RADIUS OR RISER ROOF DRAIN RECOMMENDED REFERENCE REINFORCED REQUIRED ROOM VERT. VERTICAL W/ WD. WDW. U! /0 W.P. W.R W5CT. WT. 50574- SOLID CORE SCHEDULE SHEET SHEATHING SIMILAR SPECIFICATIONS SQUARE STANDARD STEEL STORAGE STRUCTURAL SUSPENDED STAIN AND VARNISH SERVICE SYMMETRICAL SIDEWALK ll J TREAD TOP OF CURB TELEPHONE TONGUE AND 0500VE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNFINISHED UNLESS OTHERWISE NOTED WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT OFFICE 1 ©I � LJ BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION - LOCATED ON SHEET ROOM SYMBOL ROOM NAME ROOM NUMBER 5OO MATERIAL CODES 42 G 500t.1 let No FLOOR/BASE - ®I I \ 2nd No WALLS /WAINSCOT 3rd No CEILING 950 SQFT. F\ , -CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL O -DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION MATCH LINE SHADED PORTION IS 11H8 SIDE CONSIDERED SYMBOLS SHEE NDEX ARCH I TEECTURAL A0.1 COVER SHEET AI.I SITE PLAN/FLOORPLAN A2.1 I/4" ELEV.FLOOR, RCP, ROOF . 43.1 1/4" BLDG SECTIONS A4.1 DETAILS 5 -1 STRUCTURAL DETAILS * NOTES PROJECT DATA NAME OF APPLICANT:. . . . . .SEAFUR EXCHANGE 200 51)). 34TH 51. RENTON, WA 95055 (425) 556 -1300 TAX PARCEL No: 022310-0010 51TE ADDRESS- 240 ANDOVER PARK WEST TUKWILA, WA AREA OF T -I: moo SF GROSS BLDG 5F- 101,515 5F SITE AREA: - SF( ACRES) CONSTRUCTION TYPE. III -N 5PRINKLERED OCCUPANCY TYPE: M TYPE OF WORK TENANT IMPROVEMENT ZONING TYPE cm INDUSTRIAL PARK PARKING PROVIDED (SITE): STANDARD: 116 (9'X209 COMPACT: 112 (85'X 11.5') TOTAL: 228 STALLS NET 01-1ANGE THIS CONTRACT: 4 5TD. STALLS &WIITCHER TO 3 COMPACT. AND 1 H.C: ACCESSIBLE CONSULTANTS ARCHITECT: TURNER • PIR5CH55 ARCHITECTS 19524 BALLINGER WAY NE. SEATTLE, WA 95155 P44 (206)368- 9468 -9558 CONTACT: HOWARD TURNER AIA KEVIN OTTE5ON CLIENT / APPLICANT: SEATTLE FUR EXCHANGE 200 5111. 34114 5T. RENTON, WA 95055 P14:(425)251 -3100 54X5)4257151 -3 CONTACT: WILLIAM KENNEY STRUCTURAL ENGINEER SWENSON SAY FACET 1925 POST ALLEY SEATTLE, WA 98101 54. 15)206) 443 -6212 FAX: (205) 443 -4610 CONTACT: NICHOLAS RO55OUW 2 FILE COPY 1 undo a,_::J that the Plan Check c:: .. su51441 to errors and minions and c. of plans does not e1 IKAN, Ike Volution of any adopted cods cc GRIMM t of contractor's copy of :... .... By Date Penn* i1) grala 1�TiI No, 4 EGAL D C SCR PT O N THAT PORTION OF TRACT 1 OF ANDOVER INDUSTRIAL PARK No. 2 ACCORDING TO 54-15 PLAT THEREOF RECORDED IN VOL. '11 OF PLATS PG5. 68 4 69 IN KING COUNTY, WA LAYING SOUTHERLY OF THE LINE DRAWN PARALLEL WITH THE SOUTH LINE OF BAKER BLVD. AND 459` SOUTHERLY THEREOF WHEN MEASURED PERPENDICULARLY. V IC T'MCAP 5559559 547 EF TUKWUA SEP 2 3 1997 PERMIT CENTER _ SreuaL Tics Rsism • (4661D1N(, SEPARATE PERMIT RE UIRED FOR: LJ II4 ECHANICAL � ECTRICAL Li PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE - - - PROPERTY LINE CENTER LINE OF STREAM / NEW CONTOUR 5) EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER CITY OF TUKWILA APPROVED 0 CT 19 AS 5uit BUILDING VTI! 1.10.060 Or: SHEETS SHEET: A-0,1 RECEIVED SEP 2 9 1997 DESCRIPTION gNa ' i MiRCIESSIt21461211 13g .1.114S3.1 6 6 . f. f. V , 1 , 1 1 31V0 . ,41 1-6 I I >INV IN 1 g DRAWN: KL 0 CHECK: I JOB NO: T96 40 41, I , I I 3 SITE FLAN SCALE: 1"= 20' I REMOVE CONC. TO NEXT N ST A NW T i'I:a J;11 I i: I rE I oo Et-i vRRIGATION:HEADS I WITH CARE TO LEAVE LINE INTACT FOR SEVICE OF REMAINING LANDSCAPE. NOTE: CONFIRM WARRANTY RECL OF SPRINKLER SYSTEM UV OUNER PRIOR TO 8EGINNI WORK IN THIS AREA. iii NEW 41.C. RAMP SEE iD/A-4.1 N.,111 I KIY. 14C. OYMBOL. 4- j L 16I-3" SCORE JNTS ?VTR JNTS MAX.. TYP.- — CONC SIDEWALK— NEW CONC SID , 6'MTL23ATU D • 24" 0.C. pEM3IN 2ALL W/ R-II BATT INSUL W/ /a" TYPE'X' GUM ONE SIDEI EXTEND TO .ROOF DECK OR UNDERSIDE OF GLIB. • I44ILS" TYPICAL 6" MTL 20GA STUD * 24" 0.C. DEMISING WALL 3/ R-II BATT INSUL W/ S/8" TYPE'X' GLUTS ONE SIDE1EXTEND TO I ROOF DECK OR UNDERSIDE OF GLIB. NOT DEMOLITION OF EX 5T3 INTERIOR WALLS IS EXCLUDED F1 11113 CONTRACT. °N. 0 t, 6" MTL 05A STUD • 2 DEMIST DMIeIt4G WALL W/ R-II INSUL W 6/8" TYPE 'X' EA SID 4 PRESILIENT THIS SIDE. EXTEND TO DECK QR UNDERSIDE LIMITS OF CONSTRUCTION H STAN DER BLVD. 1 ?, 1' CITY OF TUKWILA _APPRovFo_ CT 1 6 1997 AS NOiLS BUILDING 117,7,-°' CITY OF Tu.), SEP 2 3 1997 PERMIT CENTER .12 i rt"HCR ON SHEET: 4 -11 OF: SHEETS LIGHT FIXTURE SGNEDUL MARK TYPE MANUFACTURER WATTS LAMPS REMARKS FI SURFACE MOUNTED NUL ITE 40- 196 -1-1O 110 WATTS. (I) F96TI2 /CW/HO F2 SURFACE MOUNTED NULITE 40- 148 -1-4O 60 WATTS (l) 60 WATTS DRAWN: KLO F3 SURFACE MOUNTED LITHONIA DMW 2 S61-10 120 CW 220 WATTS (2) F96TI2 /CW /1-1O F4 SURFACE MOUNTED LITH ONIA YDG 2 481-10 120 CW/ UL 220 WATTS (2) F96T12l0W/HO DESCRIPTION - — 138 1114Pl3d NO181n32i 111-a:13d 31H0 LS-EL-61 I ro NI DRAWN: KLO CHECK: 4T. JOB NO: T9640 REMOVE EXIST'G FURRE EIFS PILASTER AND PANEL SYSTEM THIS AREA. PREPARE FOR NEW SYSTEM ACCOMMODATING NEW ENTRY DOORS FULL WEST ELEVATION 1 SCALE: I "• 20' COLORS TO MATCH EXIST' EsLDG SCHEME I , 1 P Q�dl�' I ct�ci X L ] )_O - ; `MUSICIAN'S FRIEND .1:104 e . 1 I SAW -CUT EXIST. CONC. TILT -UP -; TiSZOrrFlRti 812E OF OP'G W/ SUP. NE Of W T L.R ANC, ALUM STOREFR T T ISYSTEMiTY°. O r p 1 \ D , . r F NEW CANOPY STRUTS TO MATCH EXIST. IN FIT AND FINISH ----- SEE STRICT. FOR COI TIECTION PET. SIM. REMOVE EXISTING CANOPY DECKING TO WITHIN 6" OF REMAINING NEAREST STRUT AND RE -USE EXIST'G "C" CHANNEL END TO FINISH OFF NEW LOCATION OF CANOPY END. PRIME AND PAINT TO MATCH EXIST'G COLOR OF CANOPY. PATCH AND REPAIR WALL TO MATCH ADJACENT SURFACES_ —NEW EIFS oLLESMFTH c- _ F4]c �.�i 13' -6" REMOVE EXISTG HH DOOR 4 FR IE WEST ELEVATION SCALE: 1/4" • 1 -0" \ �I NEW FREFM 26.4 GUTTER TO MATCH EXIST'G DOUNBPOUT T MATCH EXISTg ' 4' -6" 4' -0" W 1 -6 1 d'-0" ' ' TILT -UP PANEL SECURING STRUT SEE STRUCT FOR I CONNECTION AND LOCATION ,—RE -USE EXISTING i MC12xl0.6 FOR CANOPY END. t I M I I I-T ii • P1 H H I i f H T l F2 °REFLECTED CEILING PLAN 1 SCALE: I/4" I'_0n 46' -10. I/2" TO OUTSIDE FACE OF WALL FLOOR PLAN 1 SCALE' I/4 "., • T -0" TWO PAIR ALUM. 3' EXIT DOORS 6' -4" 5' -8" 6' -4" CITY OF TUI % j APPROVED OCT 1 6 1997 AS P {;'iED RUi,!?,;C iu -;`•i 33'_0;. I' .� 31_6" PERMIT CENTER 7 SHEET. OF: SHEETS (E) BLDG ROOF j r L 1 TD-CDGE Oe NEW SIDEWALK O SECTION ACROSS ENTRY SCALE: 1/4 " =1 -o" (2) .5 TRIM BARS TYPICAL. U '5 x 5' -0" DIAL. c EA. CORNER oF� 5°'.L R a, TRIM BARS PER DETAIL G - EXTEND AS PANEL. TO FOOTING CONNEC IONS PER DETAIL D - (3) PLACES EACH LUMN O S E CTION ACROSS ENTRY SCALE: 1 /4 " =1' -m" 33' -0" 13' -6" FINI$I{ °DLAF,i'� �' TOP fx cnna'(i=- _ SYMMETRICAL 16' -6" 4 - 1• 5'-6' 5' -6" 4' -0" O . P TO EDGE OF NEW SIDEWALK_ _ _ J PANEL TO ROOF CONN DETAIL E® 5 THICK PANEL 12 THICK PANEL IN ALL SHADED AREAS EXISTING CANOPY TO SE CUT 6" BEYOND STRUT NOTE.PECES5ES AND CHAMFERS SHALL NOT .EXCEED °4" DEPTH EXISTING TOP OF GONG. PANEL . 25' -8' AFF. (FIELD VERIFY) CHAMFER ALL EXPOSED CONCRETE EDGES WITH 45' 4 MAX. DEPTH OF 3/4 ". TYPICAL. 1'- NEW FOOT'G O SECTION ACROSS ENTRI' SCALE: 1/4".1'-0" EXISTING TOP OF ROOF DECK + 24 AFF. (FIELD VERIFY) THRU -WALL SPRINKLER W/ ESCUTCHEON PLATE FOR UNDER CANOPY BIDDER DESIGNED. XI5T'G FOOT GOY OF TUKWILA APPROVED OCT 1 6 1997 As Pdui aU. LIK3 DiV1SION SHEET: A -3.1 OF: SHEETS I; I' . I i I 1 I 1 � � I , I 6 I 31V0 Lb \ C6=593- i , I �avw , DRAWN:. KLO CHECK: " 1 JOB NO: T9640 (E) BLDG ROOF j r L 1 TD-CDGE Oe NEW SIDEWALK O SECTION ACROSS ENTRY SCALE: 1/4 " =1 -o" (2) .5 TRIM BARS TYPICAL. U '5 x 5' -0" DIAL. c EA. CORNER oF� 5°'.L R a, TRIM BARS PER DETAIL G - EXTEND AS PANEL. TO FOOTING CONNEC IONS PER DETAIL D - (3) PLACES EACH LUMN O S E CTION ACROSS ENTRY SCALE: 1 /4 " =1' -m" 33' -0" 13' -6" FINI$I{ °DLAF,i'� �' TOP fx cnna'(i=- _ SYMMETRICAL 16' -6" 4 - 1• 5'-6' 5' -6" 4' -0" O . P TO EDGE OF NEW SIDEWALK_ _ _ J PANEL TO ROOF CONN DETAIL E® 5 THICK PANEL 12 THICK PANEL IN ALL SHADED AREAS EXISTING CANOPY TO SE CUT 6" BEYOND STRUT NOTE.PECES5ES AND CHAMFERS SHALL NOT .EXCEED °4" DEPTH EXISTING TOP OF GONG. PANEL . 25' -8' AFF. (FIELD VERIFY) CHAMFER ALL EXPOSED CONCRETE EDGES WITH 45' 4 MAX. DEPTH OF 3/4 ". TYPICAL. 1'- NEW FOOT'G O SECTION ACROSS ENTRI' SCALE: 1/4".1'-0" EXISTING TOP OF ROOF DECK + 24 AFF. (FIELD VERIFY) THRU -WALL SPRINKLER W/ ESCUTCHEON PLATE FOR UNDER CANOPY BIDDER DESIGNED. XI5T'G FOOT GOY OF TUKWILA APPROVED OCT 1 6 1997 As Pdui aU. LIK3 DiV1SION SHEET: A -3.1 OF: SHEETS DESCRIPTION SNOIlV3LIN0V 3611 4MY1 .1.341 .1142:13,7.1 31V4 rt Q1 ' >lavw ` y . DRAWN: KLO CHECK: 1-1T JOB NO T`9go40 bcn-o/60 FAINT SYMBOL W/ 4 " WNITE' STRIPE HAND I CA S`t'M8OL NTS 3/4".P-0" -0 .5 {0:053 GRIP FOR LAYOUT ONLY ...NOT. TO BE PAINTED ,� VAN ,-, M 8'_D' 8:_ey. 2 T vAN" TO BE BLOCK PRINTED W/ STENCILED LETTERS '12 ": TALL MIN. W /.A WIDTH OF 5 MM. TEMPLATE LETTERS TO OE MECH. LAYED OUT W/ UNIFORM L5 tR SIZE AND SPACING HAND I CAP STALL NTS 1/2'_'1 -0 85S4D01 VAN ACCESSIBLE BLUE BACK -.. GROUND W/ WHITE SYMBOL 4 LETTERINs �". WHITE LETTERS W/. STD. WORDING PER HANDICAP CODE REQ'MTS AT VAN SPACE (IF APPLICABLE) 2 "'DIASTL POST CENTERED. ON HDCP. STALL NDCP. PARKING STALL NTS 3 " = -0" 2.&10.0I4 4 A 2'_6" RAISED PAVEMENT MASKERS (TRUNCATED DOMES) ADV. U.RNIN s STRIP OF '4" WIDE x'.4" DEEP SCORED JNT. • 2" OL. Cj W! ig LOPE 10 SLOPE r IR" MAXMUM TRAN5R ON NT. 5' -0" � , 4' -0 5' -0': PAINT TOP FACE OF CURB TWO COATS SLIP RESISTANT TRAFFIC YELLOW CUR53 CUT SLOFE X 610 SL N.T.S. 1/4".1'-0" WlY 10'35M04 .5 - REBAR ``. 8" FROM EA. END COUNTERSINK ANCHOR .CAP -. W / .CONK - TOOL TO SMOOTH FINISH PRECAST CONC WHEEL STOP 6 -0" LONG BONDING AGENT'. CONC. PAVING PAWING SURFACE SURFACE WI-IEEE STOF 2.510031 CONCRETE DOME 5" DIA: CONCRETE FILLED STD. STEEL POST, PAINTED 2 COATS "YELLOW CEMENT WASH SLOPE I " . ABOVE PAVING, 18" DIA. FOOTING 5OLLARD 3/4 " =1' -0" 2.810.042 ALUM. $WT DOOR W/ FULL WEATHER STRIPPING POSITIVE.DRAINAGE FROM- BLDG -(MAX. SLOPE 1:50) ALUM. THRESHOLD SET IN SEALANT. W/ SCREW EXPANSION BOLT BLOCKOUT SLAB TO ALLOW SIDEWALK TO BE POURED UNDER THRESHOLD ALUM. THRES1 -4OLD 3 " =I' -0" 8315.031 51-1IM SPACE FURRED WALL BY TENNANT TILT UP corUITY OF T 011A PANEL APPRO D OCT 1 6 AS Na SEALANT EA SIDE CASING. BEAD ANOD. ALUM. STOREFRONT SYSTEM AFF. STOREFRONT HEAD 3 " =1' -0 8.410.112 SHEET: 4 -4- _1 REC ge CRY. OF TUKWItA OF: SEP'L31991 PERMIT STS DESCRIPTION NoIc l d Z1z714 ld lIL.21d '31Hd Lb - 5 FIVIN l DRAWN: CHECK JOB NO T9BO40 , 2 DESIGN. LOADING CRITERIA 10. GENERAL STRUCTURAL NOTES (The Fplloalng apply unless shown otherwise on the plans, CRITERIA ALL MATETTALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE_UNIFDRN BUILDING CODE (1994 EDITION,. ROOF LIVE LOAD 25 PSF MARQUEES 6D PSF HIND SO MPH, EXPOSURE ^C" EARTHQUAKE ZONE 3, Cp.= 2.0 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS. FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR SNAIL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED - :. CONTRACTOR,SHALU PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE - RESPONSIBLE FuR A"ia, SAeETt PhECAUTIONS AND THE MET0 TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY. OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT,.: OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY TIES REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL - DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION. SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. REINFORCING STEEL STRUCTURAL STEEL GLUED LAMINATED MEMBERS CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8 n I' -0^ SCALE INDICATING LOCATIONS OF CONNECTION EMBEDNENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. SHOP DRAWING REVIEW: DIMENSION$. AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL' THERETO. SUBMITTALS SHALL INCLUDE A. REPRODUCIBLE AND ONE COPY; REPRODUCIBLE 'MILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE 'PURPOSE OF SHOP .DRAWING SUBM/TTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT TEE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL /S INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DO(:OMENTS -ARE DISCOVERED ETHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS' ARE 'FROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. .SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE: WITH SECTIONS ne AND 1701 or THE UNIFORM BUILDING CODE AND THE PROJECT. SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL. BE FURNISHED WITH COPIES OF ALL IN- SPECTION.AND TEST RESULTS. CONCRETE CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING) EXPANSION BOLT INSTALLATION GEOTE.NICAL 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE IS ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER DURING CONSTRUCTION. IF SOILS: ARE FOUND. TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH. AT -LEAST 18 BELOW ADJACENT FINISHED GRADE. UNLESS. OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE: 15 16 RACKET. BEHIND ALL RETAINING WALLS WITH FREE DRAINING; GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF CONCRETE 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED. AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. STRENGTHS AT 2, DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION A. SLABS ON GRADE B. FOUNDATION CONCRETE EXCEPT WALLS C. CONCRETE WALLS 28 DAY STRENGTH 2,500 PSI 0.67 3,000 PSI 0.58 4,000 PSI 0.44 MAXIMUM ABSOLUTE WATER- CEMENT RATIO NON -AIR ENTRAINED AIR ENTRAINED CONCRETE CONCRETE 0.54 0.46 0.35 THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL. INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOP SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND 0618. TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19-A-1 OF THE UNIFORM BUILDING CODE. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1,, GRADE 60, Fy = 60;000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL. CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(51, MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES: SPECIFIED IN A.W.S. 01.4 ARE SUBMITTED. 'WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS, IN ACCORDANCE WITH ACI 315 -80. AND 318 -89: 'LAP ALL CONTINUOUS REINFORCEMENT k5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2 -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE 'WITH ACT 319 -89, CLASS. B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 17. CONCRETE PROTECTION (COVER, FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTEER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED 3•• 2" 1 -1/2" 1 -1/2" TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER (.6 BARS OR LARGER, (k5 BARS OR SMALLER, COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 18. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN' ALL CONCRETE WALLS- SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS: SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN-PLACE AND PRECAST. 19 20. NON - SHRINK GROUT SNAIL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED. IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOM.ENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (4000 PSI MINIMUM,. ANCHORAGE EXPANSION BOLTS INTO CONCRETE SHALL BE ^KWIK BOLT II" AS MANUFACTURED BY THE HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I:C.B.O: REPORT N01 4627 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING EQUIVALENT OR GREATER MAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. STEEL 21. STRUCTURAL STEEL DESIGN, FABRICATION,' AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 22. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy : 36 KSI. STEEL PIPE SHALL CORPORA TO ASTM A -53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM. TO ASTM A500, GRADE B, 'Fy . 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 23. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 30 OF THE RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND .BRIDGES, ADOPTED SEPTEMBER 1, 1986. 4. :13.n6.0 - (1 r; i4.4 24. ALL WELDING SHALL BE IN CONFORMANCE ITN A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY STATE CERTIFIED WELDERS (CURRENT CERTIFICATION SHALL BE SHOWN TO THE SPECIAL INSPECTOR) USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S., SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED EARS, 25. METAL FLOOR AND ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHE I:C.B.O. CRITERIA FOR DIAPHRAGM SHEARS SHOWN, PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 26. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A -BOB AND SHALL BE WELDED TN CONFORMANCE WITH A.W.S. REQUIREMENTS. WOOD 27. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, FV 165 PSI. 28. ALL WOOD IN' DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITS AN APPROVED PRESERVATIVE OR (2, LAYERS OF ASPHALT IMPREGNATED BUILDING RAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE DR MASONRY. 29. FIRE- TREATED LUMBER AND PLYWOOD SHALL BE PRESSURE TREATED WITH "DRICON" FIRE RETARDANT CHEMICALS OR APPROVED EQUAL WITH FOLLOW -UP INSPECTION PROVIDED BY UNDERWRITERS LABORATORIES, INC. EACH PIECE SHALL BEAR THE UL LABEL OR IMPRINT CERTIFYING A CLASS A/CLASS I FLAMESPREAD RATING, AN INTERIOR TYPE A PRODUCT AND KILN DRIED AFTER TREATMENT (KDAT). EACH PIECE SHALL CARRY A NATIONAL EVALUATION SERVICES REPORT NUMBER. FIRE RETARDANT TREATMENT SHALL CONFORM TO UBC SECTION. 207F. 30. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED - IN THEIR CATALOG NO. C -97. EQUIVALENT DEVICES BY (OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS. RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS' AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 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PkNSL- Sra e - 100 et.NIEZT, 9'b N C(.cA E. 0 CouNS. co OW -5t0E DF Cot, W � - � �& G'C�; C ' . w r'- .F Ca- jMM . PAfi1Er, c0 f -Tuu4 LQNN�GTIOAI. ti - o' 13ETLUF�N PP-(_ CONth1 »(pa" . Cot.. & FDOT(NG #3 NON- �il{p1 GLUT Foe- .50t n $�A2rNG FfNI Si gB P5e. • t/17 l Le&lvs '4%. CITY OF TUKWIL: APPROVED OCT 16 1567 G * -- ‘ #3.L - HOOK: A-Reny - J . FU LI F P.E` iE:,.. -.: WNFG .:CE WITH THE FOLLOW. ORDINANCES STRUCURAL PEA UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE ❑ WAC54 -2D BARRIER- FREEREGULATIONS THE APPLICANY IS RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF THE QDVERNING AUTHORITY. DaNBto °J "2G1. I DateOW • Sorensen Say Faget,. � i I)1 } 3I1 ii iJ - z C U L _ 1 n z d 1 U X Ill LL 0d) SHEET: e- ; FP 1997 OF: PERMIT Cgsi TS