Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D2000-204 - BED BATH AND BEYOND - TENANT IMPROVEMENT
BED BATH & BEYOND 400 STRANDER BL D2000 -204 Project: Type f I spection: I Address: Dat called: Special instructions: Date wante 2........0/ a.m." Requester. Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: Co /a/// ._ El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ''Jfikraea-rAkop t '' � I'*, .41T :r.A?'D,'.�i@Wi.0 tl%5+' .5! . ot., 6: 41 vi%s`liitE:l�a'F'"*sit ^Nea abiLakdt 4 )1;44. Zo.tiA..,0+;.: .ar;hnc L �.r.in`ai:tifird . ?,;1F�.«, ,+t. r:li 1 : 11 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 022310 -0070 Permit No: D2000 -204 Address: 400 STRANDER BL Status: ISSUED Suite No: I_sued: 09 /21/2000 Location: Expires: 03/20/2001 Category: ARET Type: DEVPERM Zoning: CM Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetland::,: Slopes: N Streams: Contractor License No: MARKECW066NU OCCUPANT BED BATH AND BEYOND Phone: 400 STRANGER BL, TUKWILA WA 98168 OWNER THE SEATTLE FUR EXCHANGE, INC. Phone: 206- 246 -7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 CONTACT Phone: 314 -821 -1100 CONTRACTOR • Phone: 503- 255 -0977 COLLEEN BREITENSTEIN 10877 WATSON RD, ST LOUIS MO 63127 MARKET CONTRACTORS (WA) LTD 10250 NE MARX ST, PORTLAND, OR 97220 j ' k*kk *:k k k k k *:k**k *k *kkk *k*kAk * ** * *:kk*kkkk k *k kkkkkkk *kkkk k* *k* *kkk kk k*k***kk * *k *kk *kk* Permit Description: REMODEL OF EXISTING RETAIL SPACE FOR NEW TENANT (BED': BATH AND BEYOND) k*k*:kk:** * ** k *•k•k*k*k**k * *kkk* k * * **k ***kk k kkk*k ** *k* kk k k* *k*k* *•k *k kk*****kk k* *kk*k k kki: Construction Valuation: $ 1,087,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Start Time Land Altering: N Cut: Landscape Irrigation: N Moving .Oversized Load: N Start Tinie: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N •k•k•Akk•k : kck**k k **k*• **kk* ****k:kAk•k•k***kk* k:kk **kkk* *kkk ***k kk kk*kk *k** * *k*kkkk k ****kk k TOTAL DEVELOPMENT PERMIT FEES: $ 9,782.90 *• kk• k*• k: k• k* kk* kk* A•kAkA'.kAk•k*k *k* *k * **•k!k*** * AA **k•k�1*** * *kkkk *kkkk••k*•k•k* k•kk.k **k•Ak*kA* Permit Center Authorized Signature: 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 perform rice of w r; I any authorized to sign for and obtain this development p emit Signature` WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK :. Print Name: l iO u., AR0 1,4e.t., This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or• if the work is suspended or abandoned for a period of 180 days from the last inspection. DEVELOPMENT PERMIT No: N 04frOr /0,4, Size(in) .00 End Time Fill: End Time: Public: Date: /op¢ 0D (206) 431 -3670 Eng. Appr: N Date: 104a) // bty of Tukwila Parcel No: 022310 -0070 Address: 400 STRANDER BL _quite No: Location: Category: ARET Type: DEVPERM Zoning: CM Const Type: Gas/Elec.: Units: 001 Setback_.: North: Water: N/A Wetlands: Contractor License No: MARKECWO66NU OCCUPANT OWNER CONTACT CONTRACTOR Signature: Permit Center Authorized Signature: DEVELOPMENT PERMIT No: Print Name:_ jI2. J�..53/3 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISC. (206) 431 -3670 I' Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: D2000 -204 Status: ISSUED Issued: 09/21/2000 Expires: 03/20/2001 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: BED BATH AND BEYOND Phone: 400 STRANDER BL, TUKWILA WA 98168 THE SEATTLE FUR EXCHANGE, INC. Phone: 206 -246 -7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 COLLEEN BREITENSTEIN Phone: 314- 821 -1100 10877 WATSON RD, ST LOUIS MO 63127 MARKET CONTRACTORS (WA) LTD Phone: 503 -255 -0977 10250 NE MARX ST, PORTLAND, OR 97220 *** ** *•k * * * *** ***• k***• k***• k******k*• k*****- k****' k*********- k* :4 **k***-k *k********* *******•k, Permit Description: REMODEL OF EXISTING RETAIL SPACE FOR NEW TENANT (BED BATH AND BEYOND) k*• kk•. k****** k**** k*• k**** *•kk ** *•k*k * ** *** * *** * *_kk*** *: *****•• k* *k *** ****:k* *•k* * * ***:k* **•kk *, Construction. Valuation: $ 1,087,000.00. PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate)- Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N Flood. Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Date. End Tina: Fill: End Time: Eng. Appr: Size(in) .00 Public: N Private: N Public: N **:*• k* k************•*** k*****************• k*** k**• k: k****- k• k** ** *k * * * *•k * **k* * **** *k * *•k **k*: TOTAL DEVELOPMENT PERMIT FEES: $ 9,782.90 : ****************************************** k**** ****** * * * * * * * ***k *k * **k * ***** ** ***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. 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 performan'e , work. I am authorized to sign for and obtain this development pe »j 7/2/1 ,6) This permit shall become null and void if the work is not commenced wi.hir 180 days from the date of issuance, or it• the work is suspended or abandoned for a period of 180 days from the last inspection. V 0 N 0 W = -J w 0 2 g Q, ° ' 0% Z 1- w mo o '. O N' o = U L - 6 0 ui Z w N .: k imala. ‘ Address: 400 STRANDER BL Suite: Tenant: Type: DEVPERM Parcel #: 022310-0070 CITY OF TUKWILA Permit No: D2000-204 Status: ISSUED Applied: 06/22/2000 Issued: 09/21/2000 A************************.******************* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. When special inspection is required either the owner,„'.: : architect or engineer shall not the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special • , inspection,reports shall be submitted to the Building Division In ",,.6 timely manner. Reports shall ceshtairi project name t number and type ' of inspection being performed: 3. The spec3a1 inspector shall sUbMit a final signed 'report' stating/whether the work'requiring,special inspection was to the best of the inspector's knowledge, in conformance '.:- with -approved plans and specifications and the applicable = workManihipprovisioni' of the UBC: 4. Any new ceiling grid.and fixture installation is ' • required to meet lateral bracing requirements for Seismic , Zone 3. , • . •• 5. Partition. attached to ‘ceiling grid must be laterally braced if aver' eight (8) feet in 'length. . 6. Anyxposd insulations backing material shall have ,a Flaine Spr,ead Rating :of 25 or less, and material shall bear identi-, fioWon'showing the 'fire performance rating. thereof. . Al to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Editton)as amended, Uniform Medhanical Code (1997 Edition)„, and Washington State Energy Code (199/ Edition) . 8. PlumbI:ng permits shall be obtained through the Seattle-King Counti of Public Health. Plumbing will inspected by that agency, including all gas piping (296-4722J: 9. Notify the City of Tukwila Building Division prior to , placing any concrete. This procedure is in addition to any requirements for special inspection. 10. Validity of Permit. The issuance' of a permit or approval of plans, speci f 1 cat foni, and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the'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. 11. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (248-6630). 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building inspector. z r42 00 coo co ul 0 . w ZiE 0 z uj 0 (0 0 - (a I- w u_ 1 6 z -co c.) o 13. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 14. All permits, inspection records, and approved plans shall be available at the Job site prior to the start of any con struction. These documents are to be maintained and avail- able until final inspection approval is granted. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5) . 16. All high-strength bolting shall be special inspected (UBC - Sec. 30 6(a) 6 ). 17. Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). -•'• • ,,• „.„ • • • . . . • • . • • • • - • ec-7 • "r! , Description of work to be done: EM C> t7 — oF ex tST MCI K tfils. 1 L. S FPNC F t Cat 5> 1-1 k$t`Cotir77 N It1 ()se sr-oor M Existing use: in Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 171 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: 1E1 Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes X no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? f3 yes ❑ no Existing fire protection features: asprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: +1,6 6 5 existing I Area of Construction: (sq. ft.) 4-1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Project Name/Tenant: v7 5A' 4 331 =YoN ► Value of Construction: I og7 • DO, 00 Site Address: City State /Zip: -4 0 0 ST1Zi'•N9E1Z 13 L._.\02, TL L ILA ,LCA Tax Parcel Number: OZ - a 310 - DO Phone: 4 f . 2. ..4 'Sob Property Owner: t Ef k01 . K5AL Street Address: - 0 • H City State /Zip: AN \A S' Surfs 3 6Vf_Lvup LAJA Fax #: Contractor: . 5 Q k I f.3tr - 1 2 Phone: Street Address: it It City State /Zip: Fax #: Architect: GAS G oC��aTt�N INC. Phone: 1.-f-. `� 1 1 t 60 Street Address: loR 1jukou City State /Zip: s�LoUts, 6)312 Fax #: ..-3 `E 8zt 4-!(QZ Engineer: SAt i E_ b As5ovE Phone: Street Address: ‘ , )% City State /Zip: Fax #: Contact Person: co c_ 2 , 151 1T hts -1� f s Phone: 3 l 82-/ l o0 Street Address: 5Am. e A<s A5ovr City State /Zip: Fax #: k ii. 3 2 1 �I CQ2 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKW, Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. CTP ERMIT. DOC 1/29/97 APPLICANT REQUESTFOR PUBLIC :WORKS SITEICIVIL PLAN: REVIEW.: OF.TH (Additlonal`reviews maybe determined bythePubllc Works Department)..,:: ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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. Da�a =i olcc plat 0 D12Il�tio 0 it Applic lion Volk:Ws) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature;, r Date: 6 2Zl0 3[4, ( 135 8 0 Fax '� , r. `� ,s .r. 36 � Co '} " ---- Print n a . r " t-1 c, K, ., � -*,: -, ' ',.Pp„oge: Zoto Address 2-10 N . (0 S'_. "E 32-0 Cy/State/Zi 6', u. `(2' IS 3 1 ALL COMMERCIA► fl 'ILTI MILY TENANT IMPROVEMENT/ ' ERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE Fe LOWING: ➢. ,-• ALL DRAWINGB TO tIE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ''' S1`RUCTURALEMINEER 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 : ❑ ,r3 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 I-- w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change X of use only) 11. Location and gross floor area of existing structure with dimensions and setback 0 0 12. Lowest finished floor elevation (if in flood control zone) co tu 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- W 9 ). co u_ w ❑ 23 Floor plan: show location of tenant space with proposed use of each room labeled 2 ❑ ® 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. co — �� = 171 11 w CI Vicinity Map showing location of site I— _ z1— ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O l ayout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w w rack. Structural calculations are required for rack storage eight feet and over. D 0 U ❑ �, Indicate proposed construction of tenant space or addition and walls being demolished o co ❑ ® Construction details = W ❑ ® Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of LL— water supply to sprinkler vault with documentation from contractor stating supply line will meet or Iii Z exceed sprinkler system design criteria as identified by the Fire Department. v F- � ❑ ® Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. O z �1 ❑ 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. CTPERMIT.DOC 1/29/97 SdSYra:::J,;� .2:i:e:'...... ,,._,.,.. . ✓.w;rtz3'.,a�YCC.. Jbo:Yr: t 1j da 611 Mal t am l ima Pm. ma Pftvmtnt , r , t•r , w • liVei .l+: :� ni ! 1'(C"¢ L h .:; ,�' �! lf+ s is , { i : , , � ,^ 9 . • ' d 1 l " ` t ! f• � t . � r:Il :;Ir1%'71t1 sra*w4,,V *s it''p: • • f,ttp F.1C� 5'i' •r..;,r~y.Y.•rl rr'f. �p „T R' "7�'"�j'` !R' ".'t") * * * * * * * * ** * * * * * * * * * *, ** ******** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** CITY .OF TUKWILA. WA TRANSMa:1 •k* *.*** ** * *** *d47 ** *.k*,*.k. k * **�*a� * *1„ *•h *fir * *,. -h *h•k*** **, ****.* TRAI4SM1: Number: R0100091 'Anioun 94.00 01/24/01 09:38 Pavment Methods CHECK Not a at r on: MARKET .CONTRACT In - i t: TLI3 Permit No D2000- -304 Type; L DEVELOPMENT PERMIT Parcel No 02.310 -0070 site :Address: 400 STRANDER ,13L Total Foes: 9.876.90 94.00 Total . ALL Pmts: 9.876.90 Biel ance: .00 * ** ** * * * ** * * * ** •** * * ** * * *A * ** * * * * * * * * * * * * * * *** * ** *fir *•k* *fie * * * * * * ** Account 'Code Descr i o t i on Amount 000/34t .830 PLAN CHECK - NQNRE5 94.00 .1825 01126 97.10 TOTAL. 94.00 T'; J r, �.:i •tr � }. f J 1 • _...... M.......,.... ti ? r I �i4 l ' iP act r. r : t. • r„cs V't; IaKV..e•.'af:4 }1,i At; L ;A'e,, � .t %i,� tal ,tt.1T•:�.5» �.•rayhe��w:`� �.Ya.,'� :.t _J c ._f. {k.Lu`4 �t/ JlL 2drCt :'4 4k*A k, 4•h•k:l*4;444*1. *;rk *:t••F4 4*4i. tik*44k4t 4; 45t: 44• k4• k4*k *44.44.4 *kk4'r44*44it 1 Cr1•Y or TUKW3:LA. W A - Tl ?�ANsm1T• , 44h4••t* 4.44.4***** ***4***.,* *•h *:�**:ti. *; * **4*444kk ***4**4444:444 ** TRANSMIT Al(,mber•e .R 4 x0363 Amount: 5 t,l(.X10 99/21/'.00 99:46 Pavmen.t Method:, CHECK Notation: Mi RKE1 CtlNTU(CTD Init: .TL13E ermit No: 1);'000•.20.4 Typev - UF•VPERM DEVELOPMENT PERMIT Parcel No: 022310-0970 Site Site ,Address ". 400 STRANDED 13L Total Fees: `,,713 .90 Total ALL Pmts: 9,782.99 13al anrn; .00. **•*•***4•; 4a4A 4* 4* 4•* 4*4 **** t4* i4 *4 *4•** A. 444114 *.4 A4:A.A 44 4r 4A 4 :1 *+4* Acrourlt Cade De r:r 1 pt: i an 0.00/3n400 ;$A Amount �ur.11��r :�: ». lka�lR�.� is 36,.3Q 0004386-.'904 a fATI f3 _ ». »,_._ +'_ IJIILDrtlkl, Ut1 yR`( "1�(fiRi,l:.._.... »......... . jt Jt3. .44440/ wa a.V;, {ktir r. ts�Fw.; x, ,r.Sr�'�i:h,•il; ave Ca) p U N • W • O W g -J D. a LU Z W W• Da O N; W W j Li. co . Z, 0 Z ** * * * * * * * * * * * * * * * * II * * * * * * * * * * **** ► c *** *********** * ** ** ** **** ** ** ** CITY OF TUKWILA, WA . . L * * * * * * * * * * * * * * * * * * * * * * ** **,(W******** ** * * * * * * * * * * * * * * * * * ****** TRANSMIT Number: R9800305 Amount: 1 :37 Payment' Method:`CHECK Notation: CASCO 3'852.10 06/22/00 nt : WEWER Init: Permit•No D2000 -204 Type:-DEVPERM DEVELOPMENT PERMIT Par. ce l No: ' 0070. " -•.0 Site Address: , 400 STRANDER BL This Pa' menu Total Fees: 9,782.90 Y 3,852.10. Total ALL Pmts: 3,852.10' . ,,; Balance: ***************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * 80 * Account Code Description 000/345.830 PLAN CHECK - NONRES 85ount 3,852.10 &:: ct: = �� /T f ►ns e lion: llna- - V I A ( r ,. Ctnr,b, ' , 5 0 I want: / 0 a.m. (r.7) Special instructions: C< // 2hoi,<rs Q. JI.co Of O.'6�1V�!• 2...(-6--41:3/3/q ester: 1 rleut* ` Phone: (0 - 11 K -- 3S'OR INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, Approved per applicable codes. COMMENTS: Inspector INSPECTION REC .D Retain a copy with permit Corrections required prior to approval. Date: — 3-67 El $4.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'gyp. � �F, GSabv '_.M "st<ett :t10 t.. . 4w,da.0 1 Pro ect:8++JJpp 5 Typ Ins a lion: Address: f o Dat gilled: 31 7 I c) 1 Special instructions: It '' nU � fZ 1 i� SsiL) - Date w nted: 3 � � -?3( I a.m. p.m. Re tester PhQ b - $ "3 / C @( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION REC �..b Retain a copy with permit 02000 - Z <( PERMIT NO. (206)431 -367 ❑ Approved per applicable codes. yj Corrections required prior to approval. OMMENTS: 0 $47.rEINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente�r Suite 100. Call to schedule reinspection. Receipt No: Date: f 0 4 of t: cite TyppofIns i f �. Q , 1 Address: 1 100 frant.�r ei i ci? DAddfeSs: called: -A7-01 Special instructions: D to wanted: a.m. 84- 27 - O/ 1 p.m. qtzit p k e___ P _oo[Q - "7 - 3 ' INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPrCTION REC Retain a copy with permit COMMENTS: !on 4:; ►mptov-e.r oink 6sin Z350 "fp 050(0 ?# tZ000 -zoo PERMIT NO. (206)431 -3670 Corrections required prior to approval. Insp 4_jZ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: H 46 •,,,;.d :m1.4'. ra 'a7kridl+,tlbr'U.fB' ay.4Ydk.!.4ait4;..%; 00 to rn w 9 w � 1LQ s w z z l 3 �. O— w, o : ti 0 Project: 1° 11 of Inspection: /- Address: ((� ra -mac..- i3 „ci Date called: ..3�/yo t °_ Special nstructions: Date n d: /„7 f D / a.m. (p.mj Regy+ X Phone: ,:2V & —4 9 ) Y -. 35- a" Approved per applicable codes. INSPECTION RECbliD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Corrections required prior to approval. COMMENTS: Date: $47.b0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid _ at 6300 Southcenter Blvd., Suite 100. Call fo schedule reinspection.'''' Receipt No: Date: 1 3R` gibe atizA.WW : i ,n,...sskw:.tiirP•1St .,:.�.Fr_ Yh v7d; air. 5:.{ x.,, raa�. ivn�c ,hwikiilkl3l'.S4:o'.:i.uu4Y6 Y.e4th7,44:141 { '. t ! ui 0 o 0 -- ; o W W I-- V ! LL I .. Z . 01 t� / COMMENTS: / ) 4 , ' / _fp,,./ 6,, 7 x„ „mil ,, -- hA ,e,a 4 — 5 /a6 . ? r 27 / ,5 .,`r � ,�s= �� .' >4.e 7127 lac., h rt.d a 3 L ,9,.t, j 5 1024..." Special instructions: / - ?°0 • ` - k - c,_€- L2i..1,1 . "/l a.m. p.m. 51 / a /, k_ /tee. / .,6 2 4f21. .//f /7-7 5 / a'j�p - t� ar ( 512,1_,.. 4 S � X7 C%& I/ D 1"j (2,_4.4v O fr--o U' 1 / 7 . a .Z. 6tvc,--e-- /./..t..(2.— --i-e /i / 6 'ice GI (_/� rw1-ri. n I J 17 !/ I 5 „n- : /O/9t,, da „f" b /ack. .n.g. del6 I- 16 -P41) G l ,fi°p-e-1 u f / `in, We a e Project: Type of Inspon: "d V Address: Date called: Special instructions: / - ?°0 • Date wanted: 7� Z/�— a.m. p.m. Requester: Phone: •,• INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicabicodes. Corrections required prior to approval. f "t--1 n .00 � Date: $47 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: /, INSPECTION REC Retain a copy with permit I • (206)431 -3670 Receipt No: Date: Ana'. a'. 5 ' ,,' arett r. tail 1alark . tat . ttib: ? x e' ` 454At .,olAir ,4444 a t: • ktrr ,ti.: niCuAr' `:Ri t 6 iun31,41.s 4kigs,,Vatz on.: p 2.00 () .Z0 PERMIT NO. (206)431 -3670 red prior to approval. am n_ t1 r - ..9 i on° (? Ccvt 5r/1 or Psfirnaf co-i- F 5he 01V-t-A2 [n(?t4 fl ct l ni',) 4 t Li - lot - rTIA sht al �f"�- ,� bin { Q hao by e l . kfUe 7- O • WO --- +I) he_ GO Cct cQ , ' 3(3x7 01 . 1 VU, I (ndA,( A (ton S2 S 1 (Oh ()v n /.'QPQ (M 210'n& at-e co nri n Late t U l CI 63 Inspecto INSPEC $47.00 REINSPECTION FEE REQUIRED. Prior t at 6300 Southcenter Blvd., Suite 100. Call to sche Receipt No: Date: r ���•3�....�:x.P y ,...:a - *.�. �..!w'?, �d�.;.:. ��ro..: r.. sx.. .+„:.�....:s:eah.,- 'r.�:r.:.'� tssrr...� =' afar .��,:p`- "�4��;€adtoa..fluieve . 1, �ktilii 'a.t `i%r1?+�biraw'2 inspection, fee must be paid u e Pr j ct: k. . 4 1 u n C e of Inspecti T t an�l ; n lci - Address: y on 'c Savr 61 vd Date called: a ) 4- -Qi r i j Special instructions: Date want - 10 ( a.m.) o`Z -[� ! - p.m. nester: a n f;e<< (9h ICY:)n IM tAQ Phone: . a t--e co m 1..th. b COMMENTS: P pt1 et n+ ha�D rO Ill c�i? a bore t) i -- � m n. tl ref o4-, 14 1 1 . 000 +7 t2oc e2. I 5r)7 dfr .1S - t; Mate G0 1 S ,f 5h P•P.t m e-t-t) ( n t n a ► nl' 4 tie►r1r' lot gtr, ,(! h e aY) -- 4 -- ;,..., D \ 0 kaa bp,n f)Ue- x c1 . i o r-i- -. +0 be 60 Lk 313p of . 1 VAL I ((nom . w Q Sk r (9h ICY:)n IM tAQ . a t--e co m 1..th. b 7 .___ ex- ( --(Am / .,:, r Inspects "'i^^. 1 .�r: r 1 � n i GI/c'. ro � � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 n Approved per applicable codes. n Corrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche u ethspection. Receipt No: Date: • 44st otet•Se kkotkitt a tem a. 04Z;1 +- 'M:itAf 3;.us.. 1ti+ • s. �. 3ss •�'-- �= �:u!i�iM`x.U00.+Y`;Zi' +'�utkkF.ik +•iStF'l' ..c 7ewr; {�dt Vkrt"M`!'draw3Sa�.rc re 2 c)0 coo W = J co u_ W 0 '. gQ . W ' Z z� 2 0 0 H W I— U r . U. 6 z w N z COMMENTS: a - ` >E'c' n Typ of InspeEtiopj \ : n k (5 v ) C\ r‘ [' tn -rI r.. I Date c Iled: z� Z ) Special instructions: C I a rn I Ghh1r� 1 /1t.d rtS) p.m. �• t�P4S --k or Y)u‘ 1 � 1 � Phone: ZOh 4 4S .c ( - 6 . ° ) 1 1 �•' H P 5 - . P . 4 ` 4 V Wt A \ ) 40; 1•e \AConc O v1 t.4 i r �tr,� r Q. 1 `4.. f l yin, I )- So\ � A ;� n U�h. s 1 (1P 4-DA 1 ,"L h err arrio► - — -P" E' 414[10($ 1 titv‘Id (, t 11 1 .SS OP ProjetC (��� �t7-� a - ` >E'c' n Typ of InspeEtiopj \ : n k (5 v `'," v A. ddrress: L (0 3 S1.( 'r✓td , e,r Date c Iled: z� Z ) Special instructions: C I a rn Date wa ted: / 2, Z�/ p 1 rtS) p.m. Regg,P,est r. 111 Phone: ZOh 4 4S .c ( - 6 . ° ) 1 1 INSPECTION NO. INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 02000-lay PERMIT NO. (206)431 -367 Approved per applicable codes. corrections required prior to approval. Inspector: Date: 2 k ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: f�ta.,w,.A , .'r 4' .;'�'1�� - �- -- + .,y; ...l dSr`�LS��i�*`��� ; �i`.. t'' s'> "?�•� uutY��7.1;?'mi�i+.a;�r aFT �}l�Ri�•t.;'��.a - :+:al��.,:al.�a�s%NC +. :;t[rtatu�b Project Type of Ins.ec ion: Address: ° Date call -d: Special instructions: 2.; v 1..7 A._ Date wanted: �� Requester: ''!" Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a pproved per applicable codes. PERMIT NO. Corrections required prior to approval. 2.- 4 :00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ... �iis an:.::sas.4_, fti:,.., vustiC'r� tdti i.ai GS M4:441.14,4444%: ■abli...a!gof 1- Q t� CD CO W w O '. 2 g -J Nom` = d ` W . Z 1=0 z 1- O Ni CI W.I. w I I 0 • LLI Z ' to . 0 Z COMMENTS: PV`1 0Y' S)\- ect�h, -)-- f 1 l-. r Address: 5' 6/ ue/. .� Jp1/ lo Y1 Gtl l vx " Q rOVe �� � y p.m. Vf(AVY11ln So 041\ fkJ d In V oo4 i)ara )Lt c leer - ap rover, Phone: /?66 NS 9 - (ac(1/ • '40-C S I■. (1-0- I r\c = SO (4 r hei O 11 rod T ¥ava f/ IC* -( - apprnv -ii-- ee(`>i er.104 Type of Inspection: /24.ii.rf l-. r Address: 5' 6/ ue/. Date called() v u 0/ Date'4vantecj: a�a / %I a.m. Special instructions: Q��� � �- o � i "4 i. p.m. R equester: Phone: /?66 NS 9 - (ac(1/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RE Retain a copy with permit Inspector: ._t Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite. 100. Call to schedule reinspection. Receipt No: Date: n. z A,W4:;{ !,F 51.Q uaBCia+" . aka: 4; {dlik>ri`o��+•.i(t,trv..a +.tr.1 ; :Li/,ao ..yd':t Sr+. fN 'co O` W W: . CO u- u i g = al- I- O' • Z I- U O W W` I0 O ILI N 0 INSPECTION NO. proved per applicable codes. INSPECTION REC Retain a copy with permit ado- oo PERMIT NO. -g3 Projectii, e i t^ Ad s s: { Special instructions: -�I w 7 Type of Inspection: Frc1 r � Date called: Date wanted: a.m. • p.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -36 0 Corrections required prior to approval. COMMENTS: 0 Cf 4e, T a-Ns u1 a4 1 COm pI -e -14r6r #, Gr 3 1\ 6 wrk — con p i-e4e f el/J.4 C Inspector: Date: r1 ) /111 © ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .: N'".1:� + an..'.A'3��,�` 5 •;�3 . �S1lJ�d���i.::�':wLia��"� +�:.iidir5w 1�:i��r"./Sa'�ii�ifJ c�. i�', �: K . ItGb :'Sr�SeSkx�2XLL'r�t�+Ctii��..F ell'.- 4�tiYii�k' aid:::i1+`3•p6t ars�a t ii id, wN tdaa .:a ssn�.+t.wl .;k c.s.<i' � . >.:sT,.>urai•U&ss�Jlf.:iA�- + V ( to to W N LL; g P. lL O 2 uj 0 V N i O — 0 I- W W u. O u. • 1 Z ` U N . Z Projecf c_ Special instructions: Date a t d: v2 a.m. p.m. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Typ (Inspection: Date called: pproved per applicable codes. ■ INSPECTION RE D Retain a *copy with permit Corrections required prior to approval. N Date: PERMIT NO. (206)431 -36 $47.00' NSPECTION FEE REQUIRED. Pripr to inspection, fee must b a paid at 6300 Southcenter Blvd., Suite 100. Call to sched lle+Peins 1 action. Z 2; re 11 U CO W =' W0 HO Z � 11J Lu U CI O N o I— = u �` 1- H ti Z '; co O z Project: �� T o f Inspection: / �7,i "1 _ Address: C/v US�Lt�►e� s Date calla): rI (-2/is a( Special instructions: // l PX , �c� CS alai '.. <A7 -\ e6- Orr Date wanted:, .?//(,1.?//(,10 U a m. R_e (y). Phbne: y INSPECTION REC Retain a copy witht0ermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Receipt No: G A-m/9--,3-71 4 14 7/ ! / 1 rs .fI— j— C,/ W � IL-dew& Approved per applicable codes. /hi Corrections required prior to approval. Yin= E.$47. REINSI'ECTION'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: a rclt.4s Met ei io'r. s �.u�la= t ?:nkY;�X+ak%% ls% Ya ua r rrvr+a%. Project . 4 / °) Type of Inspection: i Address dam^ IS i�/ ate calle � V Special instructions: T et— Date wanted� G// � � �.� C p rte Requester Phone: INSPECTION NO. INSPECTION REC • • Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 3670 PERMIT NO. (206)431 Approved per applicable codes. Corrections required prior to approval. COMMENTS: eeee. 4n s-4,- 7 t) .*"c �9 0 $47.00 REINSPECTION • ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .... �t• :4 ,Nd...aa,a..: 1 , h?'�i1S 43`11)rfr " . tiikSr..rr ?,xx ta7antaY.a. raitJfi >,ra { i C.i:�.'.: Project: Q '�� e of Inspection: / sz Address: 5 8 b J Date ca Special instructions: CC _� �� o,5 i tiler ` Riv '� d — v ''�l� cum Date c J ) e : Ca . m p.m. Re � ' es er: < < e� Js c f Ai' a_ Snia one: adto - yS -1 y/J INSPECTION RECO f Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2u6v -LO L/ 4 P. PERMIT NO. (206)431 -36 14 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 5 dv /() 2 C-► '. ->/ d 1- f7 -.//, 4' x-f dJ $47. 0 REINSPECTION IprE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ._e> i :.15 ., *-1A YA ,r1:4 .�1V4:4 61 �l,Ss,S Y lauy�A�a�9+*xti i a„ ,�,a.dvcAult. :,fi1 ,y'i�titiis PERMIT NO. Special instructions: Date called: 2 0 Pho C - ( / J J � ! (206)431 -3 Approved per applicable codes. Corrections required prior to approval. Inspector vaic. $47.00 REINSPECTION FEE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule etr ins•ection. Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Ty .fl section: 7% •4ir `y a _' ? cKr _A.k'LL�'4.s„[.''- ���,.-ghsgkSaSb4Y 'a. x`11 wH tt.Aa�1t':at+lk #i.6¢iiitud.,iuv +:'•j7 Z W V Wig W w LL' W O; LL Q ` La- 3 I•- O Z w C.) =' D f— w W` LL. i" _0 Ui F- I t O 1- Z Project: ,_..w.,( o f AA Type of Inspection: -1 / 77 11 Addr ss: Date ed: Special instructions: Date wanted: �� � ��'' Requester: '"' Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 7 . Orel -fl-� - tr te 7") A d c e4e- el . ..s SCi/t ,fl) s /IC it-►'P „,a4-1,e1 Inspector: Date 07 E Approved per applicable codes. /P/dc $47.00 REINSPECtIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RE ' D Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. xv,Y3.0t Project: T Type of Inspection: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 K Approved per applicable codes. El Corrections required prior to ap6roval. COMMENTS :. 7 .�7 C dr z $47.0b RtINSPECT! ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j6 "" ' CES t «aazL3pr�"sa� :CW cr�s d k" 1• 1'.,1 ... t-v 4• iavi; 3 U to W N u: w O tl' co d ! F 1- O Z uj U C3' D H O .. Z ' I= I ' O ~ Project: Type of I pection: Date called: Date wanted: Requester: Phone; Address: Special instructions: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: 47/ I i lJYil /� G4 JYyi Inspector. a Date: 11 $47.00 REINSPECT! EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " •.Y 44.0,FaiA t+'.',.:fi?ti$7{efiH4;98d$ 3.1 •4 ;i6:4,141 r�2 to g W M U. 0 }} N �! I— W Z �;, LU 0 t- w W z 11 1 = z COMMENTS: Approved per applicable codes. Q INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , - C'4'L e /0/ ut cA4fC- Inspector: , 1D ow-2N 9 7. PERMIT NO. Project: Bed ed P ali m/0 4 Address: Special instructions: Type of Inspection: f 11 rs-Q Date c ICdo / Date v/yante : 66/ ( a.m.) /P-49/ p.m. Requester: Phone: ei — vsc / (206)431 -3670 Corrections required prior to approval. /dam l t D 4v,--/°w,':7e. lra-e / /'2-0. 5 / 5s c./e0 5 C.t4 e 4,-/4•:4 ,-/4f r ..5"‘ f!' /So 'h TT9 4 Date: El $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ��� � a•3. � .,r,..j �..., �S'. �•;e^'�i A�,r�ts�,..�` -7i. :l �+_. 1YiwXa39fPakta ' 36YabR1:QaCi..v:}i'ffa4 vb4t l+k6ax�`ta,�."eriAi�G, Z UO W =' to w w 0 ; Q : O U O ', 0 E 0 I— tu i. 'L•0 w z i co O . Z Project: I -cm - Address m 5K Special instructions: (.40€ -11 a✓r%r -• ?te.a-S-C- Ty of Inspection: /1 Date calle • U Da( an e : Re ueste . �Q-� Y £5q (o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [pM (206) Approved per applicable codes. INSPECTION RECOKD Retain a copy with permit Dzvw-z PERMIT Corrections required prior to approval. COMMENTS: Re" }� M 9 P )7a/ $47.00 REINSPECTION'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: iiirckAr dfMu64,tu!;r vrrid'f. ` im�a.i2`t'tl+�'Iw,ts::k Pw'ect: ' � ,f Be ye-v � T p e of In l pecra ?. vfrt6 p c � C i A e � ,--, e : - skirt C./ rsiV Date call 1 17/00 Speci I instruc ions: QG � Mn—/- u 7/ c sdA/S ,'r- fIke Date wanted. g Q a.m. 0 p.m. Requester: Phone/ 9s....: co / 7 I� �1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter'Blvd, #100, Tukwila, WA '9818 ■ INSPECTION RECo Retain a copy with permit webb PERMIT NO. (206)431,-3670 Ej Approved per applicable codes. Corrections required prior to a COMMENTS: S / /a — 1 4 /? 1; t (f 4//SA . 1E-''� :a".t C th 0 / j?//X� , ' f _ pm.a / /2 /)-i S _e.e_ _,A,_ ❑ $47.00 REINSPECTIONFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t Y.a '041, Gtifatk.. '6Ar]3tAv k.1`✓' a xWiaS'3na' it: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 kr Approved per applicable codes. amuttia1ct?tt"`ukomz: I , INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 i ' te ro3ect: 25 , 3 Add ss: Is la3 F. 1464- (,(I Special instructions: Type of Inspection: Date Balled: / /10 /0/ Datc w nted: int/0 ( Re nester. a .m. p.m. Phone: ZoL . '39 .3 . Corrections required prior to approval. COMMENTS: loOr - Ali 'Roo wr►s ,� recl h approved Co El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: we Y:i�a.t+. Yee[«°.' w�mtae.�iS.ti'1�tur..�.v,4chv've , ;i , CC 2 � N W e W J N »- W O LL to = 0 : . !- W. W 111 0 0 I— = W V ~O Z 111 N. — I o z n Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Project: , / Address: 90i) 5t der &VC/ Special instructions: Type of Inspection: �a/l /gyp Date called: J / /ioo, Date wanted: / / Re � / /d t ster; / aa-r Ca. m:) p.m. Phone: Sa3 - 3/y '7/ (206)431 -3670 gj Corrections required prior to approval. COMMENTS: a44- /Ti ill Inspector: n $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. !Receipt No: Date: iFiu is ;b9..:n} 44 'I. ;.na'' {dLSi i ..�Six.a V! . t7. n`Vii Projgc�: p + _ t ' 1 �� RSpe Type of�ction: Coif -46-e_ •V1 `'v Ad r ss: � BL Date alled c t - fit Special instructions: • 4 ' e I be `�h �` '�n ion - Qo0r W s....; , n Date wanted: �' _ a.m. Requester: ` _ 0 � t Pho� 1 1. q - cj" 11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable code COMMENTS: , Nee", 5 Inspector: INSPECTION RECO Retain a copy with permit Corrections required i prior to approval. PERMIT NO. (206)431 -3670 ►� y>A,"" are ,:±14 e>/ n ee' r t/I 1 42 P I J J6'Y `!9 I/ S C1-4/14_44/ 3 g 6 " (0 5e%' Date: ./i4 tJ 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y'';. ra:'xtide4Mita E41a6r; o4'im('xnz i #`aii +'S 4 Wel&:3.E tI :. . z ' : HO Z 1— u j 2 U 0 O N 0 I_- W O • w z co rz O z Project: Type of Inspection: �t� Add �.s'S Date called: Special instructions: Date wanted: �j... P.m. Requester: Phone: Approved INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: ' ,.�•� -- t 6) C1(, r�- Glib -1/ N! 2- li" ' 4 Inspector: Date :, `3-g f per applicable codes. PERMIT NO. (206)431 -3670 'Corrections required prior to;approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to.schedule reinspection. Receipt No: Date: i'i/Y!k.a5tb4�iLr`d.�SJf� +b i It , i ∎iv.ii4i14:4. P4A{4: dh'W'(u`t to O u, J i w 0 ca a 1- al 1- O Z I uj p 0 I- w w tll = f 0 l z Project' e I _I f 0164 rl Type sPe 1 '" ! �") J • Vy ss: Dat( A /�,/� Special.iristructions: Dat me : a• y Requestet.• Ph o�:G37 Li -- 75 7 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ' 7 r; -iq .?ye 0 AW __ iLc1 ALiL 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: kill 4Y. r,rrait0.iS+44&4LC..agmtacux...aa.� :hoigrr . k'°."t i+ :�4ur,n.t ...Hii.wwi<�rt4:,N =:f4�N:iFLWS 444'6* srarldis i:.s;eSf15 t4' d ^:, +a i 1W.,+ ),ti .e„s,e.v.k; ua s.- v3:d`1 a.. ,A-:,3 ti:tit ;. 00 CO W CO u., W O! u . N D O O ,U p ON 0I) w uf - w z O I..' z Project e d / 77 ! ( (� Ty of Inspection: cow Q 08 stikEtn6624, f� l� Y/Vdr Da a ser�clle • / /G l 6 mo Special instructions: Date an l � _ oo .m Requester: 1 i f , _ ( 3°3)31 q 9s7/ Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431- 3670 Corrections required prior to approval. COMMENTS: +kyr) ovv. (,0 c C3IA; }\ 4 ,10 , 14) LO-A — fit? Inspector) `:� Date: 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I 1 Date: y + -,-,, ti J � , .,, , 1 Yav7.e.Ym4`6.0. •n e ''.1a;t. -... ,1;, . , ..-ri"?:.a.,raca.: ...11.14st:L $ ..a: '� --n t.itnrs.Le = i1s 1„6., &6. ;. hSrrii`: yr. S n 3tdliS ,Cabta a 4ah': f Wtky tsfl tr r cii M V i 0 co s w 0 LL 3 F- W� 0 11J 'Li O N 0 I— LLI l w al Z ' 0~ z olect ,Type of Inspection: ; `' Address: Date cal ed: Special instructions: Date wanted: 1 p - 20 — CAD p.m. Requester: Ke v in H-ON . Phone: 7LIC - 2.11 - 552-0 E Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1 00, Tukwila, WA 98188 17LCCp -Z dLl PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: r v� e s -\ tiy) (1 ' 01 15 at4 ; - \ e ' rrc o r oh C kel •P I to ( � � c� Ur A roc k I t 1I wti , t$ i L,) ° t\ NICI Inspecto Date: 1 ^' -.20....00 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L . r ��y'. a na rr.:mw�n it i raordttr rS tdA.+�.t 2r ni. L *sF c6 0 Wi W =. : co I J F- w aa d LLQ CO W Z I- O Z w W ! . D Q C ' ) 0 1- w W i u_Z w 0 z Project: Be fir 4i Type of Inspect Date called: Framing i2- 19^0C) Address: yoo Sfra,nr/o4- 1/V. Special instructions: 4, CJL -7iGf h' 2C ` f G Date wanted: cab � er - � 0 P .m. Request er: N oGoa.rd Phone: (5n3).;(q - 957/ . INSPE TION NO. CITY OF TUKWIIA BUILDING DIVISION INSPECTION RECORD b 2.000 -20 Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: 44//3 , 3 4 e Ad ll e 4./ /J P ���Q ./e flit./ ? d'7c Inspector: Approved per applicable codes. Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: s.tisk4aat 1 a5 e...ri' vit..i4#. ti :: a2; {iii uiigkih 1411." myac! ' �y+aa"4}Y:ku+l."IIa4a"it`.I�E 1;[�"�"".i�tEairp jidw F;tw oj ec: ,....„ , 1 604 pd Type of Inspection: cV Address: ' 141 5 \ -eicrnclo A RI Date called: t t 3D- 0 60 Special in ( 0" 14 i e I'? A , Date wanted: ‘2.4-11 CO Requester: 140 \r(a>8 Phorle: il. 5 vr\r, er sa-re, per ..; rov\c\e F-AcorAQA ieVe--\6■11 a-c. \Oar 'cc \l■ . Inv\ ( 4 ray" C OW tr e C) - r COMMENTS: ot INSPECTION RECOc Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION? 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. • ) • l• • / / PERMIT NO. (206)431-3670 orrections required prior to approval. El $47.00 REINSPECTI F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. ■ Receipt No: Date: 4;•••44 '44 4141 W44 .•44. 0.4■46 COMMENTS: � 9 7 7 r v l �n P t r) vv. \.) � T��pe (1. Itss1 eo\ C mild _ nhe 1 dd essi ) � S'tYr(VN Fac Date called: 11-30 Do Date wanted: R►• Special instructions: Requester: Phone: 0 ,,-L c x.) 1 : v, - -elk 1 v1�y,r,\ re v‘ S■ov. r S1 r LC I, ,&, t'-'� 4 Y 10rr LA/ \ e G.IAC v mil r` P � PC 10 \ , t hS � PC��1(1N Y�r ti o1 k or ituc. \ wo \ F,4-9.‹. \ c \-- i . `I? - t A Proj 'Yn �� � ��� � T��pe of Inspection: �Y'A VVI 47 dd essi ) � S'tYr(VN Fac Date called: 11-30 Do Date wanted: R►• Special instructions: Requester: Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISICZ C)C 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. fl Corrections required prior to approval. Inspectorl 461 ec Date:', 4.1_00 El 647.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: �4a�tt2�xx+lte' cfuS.Ssa�� ucwl►,ixa:'mi'. aunt +..v.+.. } aJ...s�..:� , :v >.A.� SAq' Oat u.;`•, m.,,. 1. a: ru�,....v,.f��t2.�v4,��ay..ut�5 . Prod t: itc Type of Ins ection: Address: I y' d 5t ? 1 1 /J/ / ?t Date called: / - 3 -C / n S pecial instructions: Date w ,J)d: a) a m• Requesters hr-'1.-e./12-44.," hr-'1.-e./12-44.," Phone: 03 3/ 4/- 2J5"7/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 63 00 S outhcenter Blvd , #100, Tukwila, WA 981 Approved per applicable codes. yin INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Or 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: ai 3ait,,,u't 441..54;t4 dS4Y"yia.a akb sm.! 4.::;i 114:21 ti.vat W ` to 0' N w N IA '. W 0 g CO 3 ' . I!J! z LU D O, . N; 0 1 W W ui Z U cn H O z Project: J Type of Ins ection: 0- €51#41 :2 Ad ress: Date cal ed: 5 Special instructions: Date wanted: a.m. • ' ,lea ^2 -Qo (P Requester: Phone: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 COMMENTS: / / -e s7 0 pill � '1 l Inspector: Date : / Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: atria . A l i3R.tgA0 " Project: }� t Bed ' Type of In p 'Alec t- Rbc i . T I f'1 - L'Cfe\ Address: Lion 5* n d ' ee Date called: I 0 - 2 - 0 1 ) -rte Special instructions: Date wanted: /O — 2'/ -00 ©m. Requester: t-i/Jcl Ibra &e ti) mot P one: Z(AA — Z"77 ,- $fib I INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspecto 1.1:11„, Z GOO - ZO PERMIT NO. (206)431 -3 Approved; per applicable codes. KCorrections required prior to approval. COMMENTS: O ) l K . -4-6 w1 V C 4 -A-G r�Q IUD 1� s I � P 64 ApwcIsivA6,wei t PUP 'bu e : 3o i r< Date: I O nO n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , It9� .. �I{}.�15i r.w r'uv1.:u._ .�..J.vvC�r.u....f,tY.�w�1:�`Ni M � ...... .r :;.rCi: n��,•1.: ', .......,;i:.el4.zri »Y:,i+ iii., 91, A: �n. t: ��3; 1' i. fi. i!>+ k1! fv„ �. U+ 1 q: N: tiA0- k.l�a;,�ilh:l4ek.lGS:w.ai�rk n idlmtSFwe °:fae12.Sn..1di7$s, 3+ik+{3. ;. ti.u1461N „ wFfri,r.e.; z C.)! Co U) W N LL! a J LL. Q N d UJ I— li— D O U N , .O GH III al z . U Et. 0 Z ;S✓ ti try. Project Name Address L-1O0 ' fC./4 "/OOL. 1 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: c! Fire Alarm: a )) 4 , tAA G- •.1ood & Duct: Y alon : A/ onitor : A r-7� !re -Fire: Permits: Authorized Signature FINALAPP.FRM - t T 4 + YUt�4?''i"''.�' ��r'Nia•W19��w r'+�r'�''4 V+rITIi')vi.yxl . . City of Tukwila Fire Department --E/) gAr`tt q /3r dn0 1/4 ,... / 0.-kk IA / TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Fine Chief Permit No. J ,20Gx -2o Suite # D to Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Ti , Ti r ii Li orri DEC - 6 2000 PERMIT CENTER STRUCTURAL CALCULATIONS BED BATH & BEYOND TUKWILA, CASCO CORPORATION 10877 Watson Road St Louis, Missouri 63127 KPFF CONSULTING ENGINEERS, INC. 2800 N. Central Avenue, Suite 1010 Phoenix, AZ 85004 Project No. 100082.1 FOR PREPARED FOR: PREPARED BY: November 2000 EXPIRES fir DEC 1 3 2000 REID MIDDLETGI oaf' IMIliMegan STRUCTURAL CALCULATIONS FOR BED BATH & BEYOND TUKWILA, PREPARED FOR CASCO CORPORATION 10877 Watson Road St. Louis, Missouri 63127 PREPARED BY: KPFF CONSULTING ENGINEERS, INC. 2800 N. Central Avenue, Suite 1010 Phoenix, AZ 85004 Project No. 100082.1 November 2000 Calculations for Job: Bed Bath & Beyond Address: Tukwila, WA (These calculations apply to the job at this address only) Client: Casco Corporation Job Number: 100082.1 Index to Calculations Sheet: Item: 1.1 .1.2 Design Criteria 2.1 2.12 Framing 3.1 3.5 Foundation 4.1 4.11 Lateral Analysis 5.1 5.5 Miscellaneous 6.1 6.9 South Wall Lateral Analysis m Copyright 2000 . kpff CONSULTING ENGINEERS, INC. PHOENIX, ARIZONA • Consulting Engineers 2800 North Central Ave., Suite 1010, Phoenix, AZ 85004 1010 Phone (602)264 -1010 Fax (602)285- DESIGN CRITERIA PROJECT: BED, BATH & BEYOND. CODE: 19411 UNIFORM BUILDING CODE FOR NEW ELEMENTS 1964 UNIFORM BUILDING CODE FOR EXISTING STRUCTURE 3 SPECIAL INSPECTIONS: SECTION 1701: o 1 - CONCRETE ( a 2 - BOLTS IN CONCRETE 1 4 - REINFORCING STEEL Nu. uj O 5 - WELDING 2 OCCUPANCY: u. .c MERCHANDISE, RETAIL STORES: O w , Z � DEAD LOADS: r z t a l i' ROOF - WOOD FRAMED : PSF !� o? BUILT UP ROOF AND GRAVEL 6 lO N'; BATT INSULATION 1 '� H SPRINKLERS 2 w W` SUSPENDED ACOUSTIC CEILING PLUS LIGHTS 2 H 6" X 14" PURLINS AT 8r O.0 2 5 W Z GLB @ 24'0.0 1 5 V y 2" PLANKS 5 5 f= MECH / ELECT ALLOWANCE 2 E LIVE LOADS: MISCELLANEOUS ALLOWANCE 2 TOTAL ROOF DEAD LOAD = 24.5 PSF OTHER DEAD LOADS: PSF STUD & GYPBOARD WALLS 6 8" MASONRY WALLS 60 STAIR LANDINGS, 3" CONCRETE ON 10 GAGE PAN 40 ROOF LIVE LOADS: 0 TO 200 SF TRIBUTARY AREA 20 PSF 201 TO 600 SF TRIBUTARY AREA 16 PSF 601 SF OR MORE TRIBUTARY AREA 12 PSF .u:6.....l��r:12;n.J.yl '�' • :^ •. ; " V�•Y�u31}:dN64 C\YL:'ii.:iL6E`a�.Yi'+Gt �..�'y- ili)Y�'S' Wl�LtiC1 1. • ..� n • w1t9L 4LbY444.4:.4'.w4,Wad , ' . 444Ze444i441 '44441144 Otc'J f x WIND: ME Consulting Engineers 2800 North Central Ave., Suite 1010, Phoenix, AZ 85004 DEFLECTION: LIVE LOAD: TOTAL LOADS: STEEL: CONCRETE: WOOD: SOIL PARAMETERS: MATERIAL DESIGN STRESSES: CONCRETE: REINFORCING: STEEL: STEEL TUBE: STEEL PIPE: BOLTS: ANCHOR BOLTS: ANCHOR BOLTS: WOOD: DEFL =L/240 DUE W DUE TO 1.0DL W DUE TO 2.0DL W DUE TO 1.0DL 3000 PSI 1010 DEFL =L/360 I => 4.69 *W1 *L ^3 /E (5WL ^4/384EI) TO K *DL + LL + 1.OLL + 1.OLL + LOLL FOR NEW ELEMENTS OF STRUCTURE, 100 M.P.H. EXPOSURE C W = qs * Ce * Cq * I = 25.6 * 1.19 * 1.2 * 1= 37 p.s.f. FOR EXISTING STRUCTURE 15 p.s.f. SEISMIC: FOR LATERAL ANALYSIS OF NEW CONCRETE WALLS, ;'!:O Ntt. 3. gI V = (Cv *I /R *T) *W = (0.54 *1 / (5.5* D3 *24 ^.75)) *W = 0. But not less than V= .11 *Ca *I *W= 0.11 *.36 *1 *W = 0.04W .,. cc V 4;1.5 Ca s / R.) w 2 x 0,'b6x 1/5 /3-.)w = 6 ,16 �•-► Cco� ��, FOR NEW ELEMENTS OF STRUCTURE, ZONE 3, Sd V = (ap *Ca *I /Rp) *(1 +3 *hx /hr)W =(1 *0.36 *1 /3) *(1 +3 *24/24)W = 0.48W FOR EXISTING STRUCTURE V = K *C *W* Z= 1 * 0.1 * W* 1= 0.1 W = V 1500 PSF ALLOWABLE DL + LL BEARING PRESSURE 2500 PSI SIDEWALKS, SLABS ON GRADE Phone (602)264 - 1010 Fax (602)285 GRADE 60, FY = 60 KSI A -36, FY = 36 KSI A -500, GRADE B: FY = 46 KSI A -53, GRADE B: FY = 36 KSI A -325 -N SNUG TIGHT A -307 OR A -36: FY = 36 KSI A -325 OR A -449: FY = 81 KSI OR 92 KSI DOUGLAS FIR -LARCH NO. 2 1. I => 3.125 *W *L ^3 /E 771 ......7 ,f 1 I /1 I j I im64a ➢..�. wia1�: �tiri � a G.� ''� -r „../ I , ,,,,, , .... , 1 ,/, I I ,/ 1 ,„, I J� I - I �' U) V © 0 k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Pax (602) 285-1010 — ,.. Iroject V.) f:, e by RG sheet no. e, 2- date a loo 0 -FS \ 3 \ ,LIC, "..) 4 i3...( job no. 1,0 0 01 . \ .k)NN,...\..... . [ I : v. -'. L ,{ _ _1 - - _ ..I.. _I ---} i I" 1 . 1 t I ,..).• ° ..- ft-kr■-4._•• v•--eA. [ i --- -- — .-.- [ ....i. 24.A i n - _ - — \ z_ i - i -11 , Li z‘..1,. • - ....1...1J f t . N,-43,-----t,c I 1 .,J4.1. 1 - i. 1 I i _ , I t T Z'.)‹ I . ''.. ' ,..,\e.. L3 • P74 I. - 1 — 'AO A ... -0... r i 31. .- 1.- ) ' . -+ \ k 0 . ‘ •€CAN-4.1- ' • I i . 1 } ; I 1 -1 i. 0&...,,e- ) - . 1 k-- \i 1 i• 1 . i _5.-(2..9„. i i .::'' W i- A k •!■1: i-- 91 . i • W '-cic- -.:-.. ,1 1/4- • 1 (101 1..N -I I ■ - G -- ci \ -1 -I E 4 '6\... ci-5. S Vs\ • 1 — ; V . ) - It - t 1 I 1 --- ao f i,s- . • i •••,- 7 ' I - T.: ( )--c''' ' , Z5 i ; ! ■ , 1 ! 1 1 • . -■,- tk ;S 4 i 4 1 1 o r .. 1 . _ ! 't . , _ i 1 1 ■ • i i 1 T . _i.. i ■ i i .J. 1 1 1 1_ , t i . 1- .-S 1 __. ...._ I. ---1 J _ ,. _ .. I \ _.._ _ _ ... L _ ......_ _ - i ..._ • - • .... _._ —___ J_ ...., --1- _..._ i _J__. ,f20.4-..,,•-• ... I 1 •• 1 WA I I *.:- I ._...... , , i s- ----f. -- w_ --- I - , 4 ... gie i_. _i • 1 1 t .1- , . , . \I w_ . . I 1 911., 1 1 i I \ui . . B. Si ' - e • 1 4- -- ._.,.. ..„ I , -1-, a -..." i .-1 I " ; I i 1 i : T 1 . .4 i - i • Z.,` , , , .,. T ' .t ,. i Iczo e..o.. _ .\,-teg__,--- , i • ,.-- 7 - B t , 1 rL , I i W \ 1 , 1 ! •-;.- ' . , 1 vi-- ! , , - + _. .1 ,..._i lroject €, el?), .....--.. by RG sheet no. a 3 k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date 6 /00 job no. 10 00 9z ,, \ _ Ii ' I •1_;,,,...c?...9.._ L \-\• 1 i t ,ij I 1 —_ i .. t..w......)_ 1 ct, 11 -- .. ._...&,c,..,QL z Nr.r.,:u.ol Co 3 I , , 1 7: - 1- i - 1 . 0 •PP," 1 ---.1.- , , g )?4:04. i... 1 1 , 1 p_.,- 7.9 I , I I ! ‘ . c I \ff* i , ; , .., --■.-- , .. ...... re,.-- i". , ... . . 4. • 1..2 . \ ., _........ . ___._ ......... --- { - -- I i i ...._ 1 c ........._ _........ L 1 ..g:).4...... i 1 .1 t 1 1- , \( —Totr_.... - ‘10 1 Q 3-e- ... .. i_ \)3 1 1 . , 13 .... 1.11,. _ l . _ 1 __ _____.1 to_ ____ ----- ______L___________ t?(A-lo,•37 1 ` ° • it I -- 1 . . _ __ _. ____ . _ , . is:*,_0,44.70..9,... 1 L -- t -- .0\: , . ..1k-i I T . _ .)-4-.A, 1 • ‘.. • , 1 1 I E \ __ 4A I i ; _ ,,, 9_ ca.• ) (Ja.zb. :i* 13 (,) 1 , (a. .... j 1 I 1 3 ''''/0 1 . i. i . _ 1 , 1 , • -; ae. 8 -IL - 3 z Z , I ! ,•• , ; , --i 4 i I t .? C7 , ...1 c■ a* e f s - -1 1. I 1 ' r - — .________ --"' ---- . _ A - ___. • ___ _ ____ ......... ........ . _ _ ! I i i , 1 _,_ .---4 1 ... i I [ i .1 I 1 1 i I 1 1 • 1 __I _ _ ! 1 --t- 1 ..., .........._. ....___. I 1 . .... 1 ..).... 5 ..X._..' , - -1 .C9..... ..kc.I.O i I 1 --T 1 - I/ i ..i --- . .._ .__ H . i - 1 , t - - • v.i 7 c- 1. - ; . ' t -4 -- .. , , , ! . U.3 . 7.- 53 1/ + . r- . : . . 1 1 , . , ! : . . . , • , . i . .. . . • . . _._ _ _. ...__ ......_ . . ........ RN! " 1•••••1 woject / eS e> e, .._.„ by RG sheet no. - ZI 3, ‘ k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date \\ /00 k_k Ism _FL v.1(2,. job no. t 0 0 o 9 Z , 1 Co430.-\- liii _ 8 X IN ....,\ ZA ......_ 2.. L _____ W L. 1 4 x C:\ • %S.". ___ _ 6,S i"Nr 41 Yr / 0 1 3 LAS i A. 01 1: 0 a : 26 I I I ST ( t1/4- TrT I x = ii k 1/4 k. GY z • 1- G "4... A \ ,‘ + 15, 3 HI - - x ) , i C 1-11 rim — . - il z ,3- (-\ e - sc. ICJ -- , L + a 2 = ..i..° I a 2. 1 al — + Z 4 ZI,S, \Az. 1 51 _ -to I ; o & q.,G c. ,X0, 5" - 2. e SO t %t2A (\Ir.. 103) 0,1. 3 .,..., .. . 1 2.'• -t- _t $ . Pk 1 ....,.... - t Iv. S. rr i LL ! I I .. . .. a — 0 t t 1 _ _ ' ... ..._._ __ _. ___ ,--' u 7, 4' _____________ ..__ ____________ 1 t V I 1 1 - I I. I i I : i 44) til _. .. i n• _ e I - .. I I, T?, I _ ____ ._.._.... ___ ._. .... _ . _...___ ...._....._.._ ---- --- __ _ __ __. .c., II I _ ,.... ,.. . _ __ ____ ____ .. __ _........ ....... _ . ___________ _ ____._ —3.-- . .... __. ___ ... 1)1 ; ; L 1. , 11 i ----, , 1- V k 7,7 -t. , oroject — by RG sheet no. 2 ( 3 . ?- k • ft Consul Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date /00 Job no. 3 ..... i. - I� TZ I XI k C _I_ 1 1 7, '3 • i 11 e L I . _ I 01 I 14 0,14 .Iv.k4.1.. .. _ . e 1 + 1.6. , A NI i I i ..F . . • . 0 O I i I 1 IIX ..,... ........ I % -- - ___ . I I o 2 LA \ 1_15:0 r _ ____ . 3 A .3 X_I-0Y- 5.3- • _ 3 4- x _. _ -- T — ill _. _ _ _ K-----. I 4.--- --- ------- I ! 1 —.- -- - — . _ Pa I z KPFF CONSULTING ENGINEER:. 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802- 284 -1010 802 -285 -1010 FAX !w. 810300 User: RW0e012e, vr► 9.1.2, 22-MR10i0. WW2 (a) 1911340 ENERCALC Steel Beam Design Page 1 s :lralfemp•ecw:BBB Description General Information Steel Section : WI6X26 �.. Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads I DL LL ST Start Location End Location 01 DL @ Left DL • Right 02 DL @ Left DL @ Right Summary *****"22' LINTEL UNDER FIRE WALL 01 0.588 0.326 7.000 16.000 23.00 ft 0.00 ft 0.00 ft 22.00 ft 0 2 LL @ Left 0.690 LL @ Right 0.890 LL @ Left LL @ Right Using: W16X26 section, Span = 23.00ft, Fy = 50.0ksI End Fixity = Pinned - Pinned, Lu = 22.00ft, LDF = 1.000 _.ASluaL Moment 69.421 k -ft fb : Bending Stress 21.712 ksl fb /Fb Shear N : Shear Stress N /Fv Max. M + Max. M- Max. M @Left Max. M Right Shear @ Left Shear @ Right Center Den. Left Cant Dell Right Cant Dell ...Query Deft @ Reaction @ Left 8.37 Reaction @ Rt 8.04 Fa calc'd per 1.5.2, Mir > Cc 8.373 k 2.135 ke1 0.107 :1 DL Maximum Only 69.42 k -ft 55.85 -0.00 8.37 k 6.91 8.04 k 6.58 -0.713 In -0.576 0.000 in 0.000 0.000 in 0.000 0.000 It 0.000 6.91 6.58 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 03 8.37 8.04 8.37 8.04 04 Title : BED BATH EYOND Dsgnr: RG Description : Scope ST @ Left ST @ Right ST @ Left ST @ Right Allowable k 5.49: 78.450 k 20.000 ksi 8.37 8.04 0 Wft k/ft k/ft k/ft 06 Date: Max. Deflection Length/DL Deft Length/(DL +LL Deft) 50.00ksi 1.00 29,000.0 kai «- These columns are Dead + Live Load placed as noted -» LL LL +ST @ Center @ Canker 69.42 -0.00 LL LL +ST @ Cants -@ Cants Job 0 100082.1 Z. 3, 3 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I Fy Load Duration Factor Elastic Modulus 07 k/ft k/ft k/ft ft ft [Trapezoidal Loads I Start ft End 11.000 ft Start 11.000 ft End 22.000 ft Static Load Case Governs Suess k -ft k -ft k -ft k -ft k k Force & Stress Summary I -0.713 -0.713 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 In k k -0.713 in 479.4 :1 387.2 :1 [Section Properties W16X26 I Depth Width Web Thick Flange Thickness Area 15.690 in 5.5001n 0.250 in 0.345 in 7.68 In2 ,.7. Weight 1-)cc I -yy S -xK S -yy ar 26.09 #Ift 301.00 In4 9.59 In4 38.368 In3 3.487 in3 r -xx r -yy Rt 6.260 in 1.117 in 1.360 in WOW, W. w�MMp: Y. n» u.• aaw .f.�n+n+nswrc..r.+..xnw....�» KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602 -204 -1010 002,285 -1010 FAX Iton 61000 User latooso1 I, w &t3, 234141011111l (e) 11133411 BERCALC Steel Beam Design Pape 1 sAnttemo.scw:688 Description • DL ON WEST WALL OPENINGS (3) [General Information Calculations are designed to MSC 6th Edition ASO and 1097 UBC Requirements Steel Section : W12X40 �.. Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads 1 Depth Web Thick Range Thickness Area 0 DL LL ST Start Location End Location Summary Up W12X40 section, Span =15.008, Fy = 50.Olai End Fixity = Pkx)ed- Pinned, Lu =15.008, LDF =1.330 Allorvabls Moment 14.374 k-ft 99.604 k-ft fb : Bending Stress 3.322 Iai 23.018 tai tb / Fb 0.144 :1 Shear N : Shear Stress iv1Fv [Force & Stress Summary 1 Max. M + Max. M - Left Max. M Max. M 41) Sheer @ Left Shear fa Right Center Defl. Left Cant Deft Right Cant Defl ...Query Den Q Reaction 42 Left Reaction Rt Fa cale'd per 1.5-2, 0.471 15.00 R 0.00 R 0.00 R 15.00 R 0 2 03 3.833 k 1.088 tai 0.064 :1 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together «- These columns am Deed + Live Lad placed as noted --» DL LL LL +ST LL LL +ST Maximum Only ,11 center ALCMs. _Wants. 14.37 k-ft 14.37 k-ft k-ft k-ft k-ft 3.83 k 3.83 k 3.83 k 3.83 k -0.085 In -0.065 0.000In 0.000 0.000 In 0.000 0.000 R 0.000 3.83 3.83 K•Ur> Cc 11.940 In 8.005In 0.295 In 0.515 In 11.80k2 3.83 3.83 Weight I -xx I-yy S-xx S-yy 0.000 0.000 0.000 0.000 Title : BED BATH WORD Dsynr: RO Description : Scope 04 70.448 k 20.000 kat -0.065 0.000 0.000 0.000 3.83 3.83 40.08 0/R 310.001114 44.10 In4 51.926 in3 11.018 Ina 05 Date: Fy 50.00ksi Lad Duration Factor 1.33 Elastic Modulus 29,000.01ml 08 Max. Deflection Length/DL Dell LsngUV(DL +LL Defl) 0.000 0.000 0.000 0.000 r -xx r -yy Rt 0.000 In 0.000 In 0.000 In 0.000 In Job 0 100082.1 Beam OK Static Load Case Governs Stress -0.085 In 2,779.8 :1 2,779.8 :1 k k [Section Properties W12X40 1 5.126 In 1.933 In 2.140 In KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602.264 -1010 602 -285 -1010 FAX Rom 610000 Uar KW.010123, VW &t3, 22440 VNi►32 0)1N343 BEKCAIC Steel Beam Design Page 1 s:Voteme.ediw:BBB Description * PARAPET +WIND ON WEST WALL OPENINGS (3) L General Information Steel Section : W12X40 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End [nation Summary #1 0.240 Shear N : Sheer Stress N /Fv Max. M + Max. M - Left Max. M Max. MCIRight Sheer @ Left 4.58 k Sheer Right 4.58 k Center Dell. -0.543 In Left Cant Dell 0.000In Right Card Deft 0.000 in ...Query Den 0.000 ft Reaction Left 4.58 Reaction 6 Rt 4.58 Fa calc'd per 1.6 WUr > Cc Depth Width Web Thick Flange Thickness Area #2 11.940 In 8.0051n 0.295 in 0.515In 11.80 1n2 15.00 ft 0.00 ft 0.00 ft 15.00 ft 0.330 4.576 k 0.555 ksi 0.021 :1 -0.036 0.000 0.000 0.000 0.30 0.30 Calculations are designed to AISC 0th Edition ASD and 1N7 UBC Requirements I Fy Iced Duration Factor Elastic Modulus Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Minor Ms Bending Title : BED BATH 'POND Dagnr: RG Description : scope Date: Job # 100082.1 50.00kei 1.33 29,000.0 ksi [Distributed Loads #3 #4 Using: W12X40 section, Span =15.0011, Fy = 50.0ksl End bdty = Pinned- Pinned, Lu =15.00ft, LDF = 1.330 Aauaf - A$awable Moment 17.159 k-ft 45.794 k -ft b : Bending Sows 18.888 iai 49.875 ksi lb / Fb 0.371 :1 219.321 k 26.600 ksi #5 #8 Beam OK Short Term Load Case Governs Stress Max. Deflection Length/DL Deft LengMU(DL +LL Dell) #7 kt k!ft k/ft ft ft [Force & Stress Summary I «- These columns are Dead + Live Load placed as noted -> DL LL LL +ST LL LL +ST !Mama Only - @ Center AltSrsater A cants AI carte 17.16k -R 1.13 17.16 k-ft k-ft k -ft k -ft 0.30 4.58 k 0.30 4.58 k Weight 1 -xx I -W S-x( S-yy 0.000 -0.543 0.000 0.000 0.000 0.000 0.000 0.000 4.58 4.58 40.08 #/ft 310.00 in4 44.10 1n4 51.926 1n3 11.018 1n3 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in r -xK r -yy Rt k k -0.543 in 5,042.4 :1 331.3 :1 Section Properties W12X40 I 5.126 in 1.933 in 2.140 in 4 KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802 -254 -1010 502 -285 -1010 FAX Steel Section : W8X24 Center Span Left Right cant Lu : Unb raced Length DL LL ST Stad Location End Location Summary , 10.50 ft 0.00 ft 0.00 ft 10.50 R Minor r Axis Bending I Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #1 02 03 04 0.240 0.333 scope: Rev: x10900 User IMV41012/1, Vi, 0.1.3, 224u0110, VYI,32 (e)1SPAS EINERCALC Steel Beam Design Page 1 stmt mp.scwB88 Description "'WIND ON LINTEL W /PARAPET AT NON BEARING SIDE [General Information [Distributed Loads Using: W8X24 section, Span =10.50ft, Fy = 50.0ksi End Fbity = Pinned - Pinned, Lu = 10.50ft, LDF =1.330 Allowable Moment 8.228 k -R 23.421 k -R lb : Bending Stress 17.522 l el 49.875 ksi ib /Fb 0.361:1 Sheer fv : Sheer Stress fv / Fv Max. M + Max. M - Left Max, M • Right Shaer • Left 3.13 k Shaer Q Right 3.13 k Reaction 5 Left 3.13 Reaction 5 Rt 3.13 Fa calc'd per 1.6.2, Mir > Cc Depth Width Web Thick Flange Thickness Ares 7.930In 6.4951n 0.245In 0.4001n 7.08 1n2 3.135 k 0.803 kei 0.023 :1 0.13 0.13 Weight 1 -xx I -yy S-xx S-yy Title : BED BATH / YOND Dswnr. RO Description : Calculations are designed to AMC 0th Edition MD and 1997 USC Requirements II Fy 50.00ka1 Load Duration Factor 1.33 Elastic Modulus 29,000.0bl 138.214 k 26.6001cei 3.13 3.13 24.05 *ft 82.801n4 18.30 1n4 20.8831113 5.635 1n3 /5 t:8 Dab: Beam OK Shod Term Load Cue Governs Stress Max. Deflection Length/DL Deft Length /(DL +LL Den) [Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Madman _404!_ Center A Canter ALScliBilL .'1 - 8.23 k-fl 0.33 8.23 k ft 0.13 3.13 k 0.13 3.13 k Center Deft. -0.308 in -0.012 0.000 -0.308 0.000 0.000 In Left Cant Den 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Den 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Den 5 0.000 ft 0.000 0.000 0.000 0.000 0.000 in [Section Properties W8X24 I rxx r -yy Rt Job A 100082.1 Z, -G -0.308 in 10,187.2 :1 409.5 :1 k -fl k-ft k-ft k k 3.420 in 1.608 in 1.760 in KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802 -264 -1010 602 - 2864010 FAX Ron 610700 Uwe 1M400126.1Ar 6.1.3, 2}.Mor16M. V. i82 (o)1NSN MERC I.0 Steel Beam Design Pape 1 I s:VuUemo.ecw.BBB Description LINTEL UNDER FIRE WALL (General Information Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads U DL LL ST Start Location End Location 01 Summary ' 0.450 W1E0128 section, Span =18.008, Fy = 36.0ksi End Fixity = Pinned- Pinned, Lu =18.00ft, LDF =1.000 Albwabk Moment 19.281 k -ft 21.548 k -ft fb : Bending Stress 8.030 ksi 6.739 loll fb / Fb O.qd :1 Shear N : Shear Stress fv I Fv Force & Stress Summary U <e-- These columns are Dead + Uve Load placed as noted -» DL LL LL +ST LL LL +ST ifiRiMefli _Da.. ALQII0111f. @ center -e CCan- _Wavle. Pax. M + 19.28 k-ft 19.28 k-ft Mex. M - k-ft Mac M lit Left k-ft Max. M Right k-ft Shear UM 4.28 k 4.28 Shear • Right 4.28 k 4.28 Center Defl. -0.129 in -0.129 0.000 -0.129 0.000 0.000 In Left Cant Dell 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Del ag 0.000 ft 0.000 0.000 0.000 0.000 0.000 In Remotion Left 4.28 Rescton Rt 4.28 Fa calc'd per 11-2, K'L/r > Cc [Section Properties W16X26 U Depth Width Web Thick Filings Thickness Ares 15.690 In 5.500In 0.250 in 0.345 In 7.68 in2 18.00 ft 0.00 ft 0.00 ft 18.00 ft 4.285 k 1.092 ksi 0.076 :1 4.28 4.28 Pinned - Pinned Bm Wt. Added to Lads LL & ST Act Together Weight 1-xx I S-)o( S-W Title : BED BATH 8 ' BOND Dsgnr. R.G. Description : scope Calculations are designed to AISC 6th Edition ASD and 1997 UDC Requirements Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 kW 02 03 04 05 56.484 k 14.400 ksi 4.28 4.28 26.09 #/ft 301.00 in4 9.59 in4 38.368 Ina 3.487 In3 Max. Deflection Length/DL Dell Length/(DL+LL Deft) r -xx r -yy Rt 06 Job N 100062.1 Date: 07 Wt klft k/ft ft ft Beam OK Static Load Case Governs Stress k k k k -0.129 in 1,676.8 :1 1,676.8 :1 6.260 In 1.117 In 1.360 In W- V U) W W '. CD W O P. W 0 . uj U ON O Hi W W H V; Li-. 0 U ' F= =1, s:ro i3 cil, E3 , - ject by RG sheet no. 2,9 k • ft Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 /00 date job no. I 0 00S a., \ 0 1....■1 • 1.4), .1 .. k e., -elL CNJ - . iP 416 C "411. - - k.x.) F- X - %' P ) 'L o i l 1_11 4,C , 3y 1 ___.... •-tk e- I IIII 41 t • 5 . 35', 3 f rs 111 I d. A ■ I f l 11 4 • i ., ,... •tx | 0.,5x„)_, It . t o I 1 | a , , | | | | ! | 'J | | | | ! | | ._.._ ___ ..______ __. _ , __., . T �� | I | | | i i | | ' | I | | | ! | | ! i | | ■ ! | | | | ! ! / | | • ' i . . I � I ! | I LHHHh± IT ., i ' • .■■ • .4.1' ' KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 8023844010 802.285 -1010 FAX 1_, Ort: 1110100 Uwr.,sAFOa1s, v.0.1.0. 77404000 Wb102 (q 1011340 WERC LC Steel Beam Design Pape 1 s:4n temo.ecw:888 Description • 19' OPENING AT SOUTH WALL rai Information Steel Section : TS8X4X1 /2 Center Span 24.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft W : Unbraced Length 24.00 ft [Point Loads I Dead Load Uve Load Short Term Location Summary 01 02 03 04 05 2.200 18.000 Using: TS8X4X12 section, Span = 24.008, Fy = 46.0kal End Fbdty = Pinned-Pinned, Lu = 24.008, LDF =1.330 _AGIIIL A ISSII5 le Moment 27.143 k-ft 63.176 k -ft fb : Bending Stress 17.349 kat 40.379 ksi 11)/ Fb 0.430 :1 Shear Iv : Sheer Stress N /Fv [Force & Stress Summary Max. M + Max. M- Left Max. Max. M M • Right Shear @ Left Sheer @ Right Area 27.14k-ft 2.47k 3.57 k Reaction @ Left 2.47 Reaction Rt 3.57 Fa calc'd per 1.5-2, KC'L/r > Cc 3.000 12.000 3.574 k 0.447 kei 0.015 :1 Depth 8.000 in Weight Width 4.000In 1-xx Thiclmess 0.500 In I-yy S-xx 10.401n2 s-yy Pinned-Firmed Bm Wt. Added to Loads LL & ST Act Together Title : BED BATH YOND Degnr: RG Description : scope Calculations are designed to AISC 5th Edition ASD and 1017 UBC Requkemsnts Fy 46.00ka1 Lad Duration Factor 1.33 Elastic Modulus 29,000.0 kei 97.888 k 24.472 Iasi «- These columns are Dead + Lho Load placed as noted -» DL LL LL +ST LL LL +ST OnN -@S @ Center @ cant @ Cants 2.54 27.14 k -ft k -ft k -8 k -8 0.42 2.47 k 0.42 3.57 k Center Den. -1.154 in -0.121 0.000 -1.154 0.000 0.000 In Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Del @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 In 0.42 0.42 2.47 3.57 06 Dab: Beam OK Short Term Load Case Governs Stress Max. Deflections Length/DL Deft Lengthl(DL +LL Deft) Job 0 100082.1 0 7 k k k R k k -1.154 in 2,378.6 :1 240.6 :1 [Section Properties T88X4X1 /2 I 35.33 0/ft 75.10 in4 24.601n4 18.7751113 12.300 in3 r -xx r -yy 2.687 In 1.538 In IMMO KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802 -284 -1010 802 -285 -1010 FAX L( ibr 510700 u.r. KW 0101211, wr 5.13 Z145011/11, N1532 111115411INEROLC Steel Beam Design Page 1 II e:1ND'Jemp.scw 888 Description *WEST W. COL. CAPACITY [General Information Steel Section : TS8X4X1 /2 Ceder Span 24.00 ft Left Card. 0.00 ft Right Cart 0.00 It Lu : Unbraad Length 24.00 ft [Point Loads I Deed Load the Lad Short Term Location 18.000 12.000 Summary Sheer fv : Sher Stress tv /Fv Max. M + Max. M - Left Mix. M MaxM�Right Sher @ Left Sher @ Right Center Deft. Left Cant Deft Right Card OM ...Query Dell @ Reaction C Left 2.04 Reaction • Rt 2.90 Fa calc'd per 1.1.2, IC'Lh > Cc Depth Width Thickness Area 01 1.710 i 8.000 in 4.0001n 0.500 in 10.401n2 02 #3 04 #5 2.383 2.898 k 0.362 ksl 0.016 :1 Pinned- Pinned Bm Wt. Added to Lads LL & ST Act Together Using: TS8X4X112 section, Span ■ 24.008, Fy • 46.Olml End Fbity • Pinned-Pinned, Lu • 24.008, LDF • 1.330 AOowatlla Moment 21.971 k-ft 83.178 k-R Ib : Bending Stress 14.043 tai 40.379 tai ib /Fb 0.345:1 [Force & Stress Summary I «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Ma durum Only _Weak. Alireaola. 21.97k-ft 2.54 21.97 k -ft 2.04 k 0.42 2.04 2.90 k 0.42 2.90 -0.935 in -0.121 0.000 -0.935 0.000In 0.000 0.000 0.000 0.000 In 0.000 0.000 0.000 0.000 ft 0.000 0.000 0.000 0.42 0.42 Weight I -xx I S-xx S -yy Title : BED BATH : YOND Description . Scope Calculations are designed to AISC 0th Edition ASO and 1997 UBC Requirements 1 Fy 46.00ksi Lad Duration Factor 1.33 Elastic Modulus 29,000.0 ksi 97.888 k 24.472 tai 35.33 #/ft 75.10 in4 24.60 In4 18.7751n3 12.3001n3 2.04 2.90 r -xK r -yy #6 Date: Max. Deflection Length/DL Den Length/(DL +LL Den) Of Job N 100082.1 z L C d,2. #7 k k k ft Beam OK Start Term Load Case Governs Stress -0.935 in 2,378.8 :1 307.9 :1 k -ft k -ft k -ft k k 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in k k [Section Properties TSSX4X1 /2 I 2.887 in 1.538 in KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802.284 -1010 802.285 -1010 FAX Mc 610110 u.. KW 010170. Vs, 5.1.3, 224un.11N. VIS►u _ 00116340 CIEIMALC Steel Beam Design Page 1 II s :\rn tsma.ecw:8B8 Description * COLUMN AT NON BEARING SIDE W/O KICKER [General Information Steel Section : TS8X4X1 /2 Center Span 24.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbreced Length 24.00 ft [Distributed Loads I DL LL ST Start Location End Location 0.135 12.000 [Point Loads I Deed Load Live Load Shod Term Location Summary 1.934 18.000 Using: TS8X4X1/2 section, Spen = 24.00(1, Fy = 46.Oksi End Fbdy = Pinned-Pinned, Lu = 24.00(1, LDF =1.000 __A�W_ AYnVVaWe Moment 17.765 k -ft 47.501 k-ft b : Bending Stress 11.355 kW 30.360 kai tb / Fb 0.374 :1 Sheer N : Shear Stress N / Fv Max. M + Max. M - Left Max. M 42 Right Sher fa Left 2.50 k Shear f§ Right 2.68 k Reaction Left 2.50 Reaction Rt 2.68 Fa calc'd per 1.0.2, K'LIr > Cc Depth Width Thickness Area Pinned- Pinned Bm Wt. Added to Lads LL & ST Act Together *1 0 2 *3 04 01 * 2 * 3 *4 *5 [Force & Stress Summary I 17.77 k -ft 8.000 In 4.000In 0.500In 0.760 12.000 2.859 k 0.33214 0.018 :1 Weight I -xx I -yy S-xx 10.40 1n2 S -yy Title : BED BATH YOND Job * 100082.1 Dsgnr: RG Date: Description : 2t g t 3 Scope: Calculations are designed to RISC 11th Edition AS0 and 11107 UDC Requirements I Fy 48.00kel Lad Duration Factor 1.00 Elastic Modulus 29,000.014 73.600 k 18.40014 *5 * 6 *6 07 k/(1 kM kilt ft R 07 k k k ft Beam OK Short Term Load Case Governs Stress Max. Deflection Length/DL Deft Lenglh/(DL +LL Defl) 44- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only Canter Arnim G GMs Cants 2.54 17.77 k-ft k-ft k-ft k-ft 0.42 2.50 k 0.42 2.66 k Center Den. -0.830 in -0.121 0.000 -0.830 0.000 0.000 In Left Cant Deft 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Den 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in 0.42 0.42 2.50 2.66 35.33O/(1 75.10 1n4 24.60 in4 18.775 in3 12.300 in3 r -X( r -yy ear Samas m .War -;m , ,, at n;'C^araw`raf+n�. or amw ",1, wm •�nxrr nas..' Srs 'g�t°9^^ O $e...¢. K www, k k -0.830 in 2,378.8 :1 346.9 :1 Section Properties TS8X4X1 /2 I 2.687 In 1.538 In IYMO KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802 -284 -1010 802.286 -1010 FAX Ibir 610300 Urn kW.Oe017e, v. 6.1.3.724Rteee, Winn (a) 11040 etEI1CKC Steel Beam Design Page 1 e :lrelremo.scw:BBB Description COLUMN AT FIRE SHUTTERS [General Information Calculations are designed to AISC nth Edition MD and 1997 UBC Requirements Steel Section : TS4X4X5/16 Center Span 25.00 ft Left Cant. 0.00 R Right Cant 0.00 R Lu : Unbraced Length 0.00 ft [Point Loads I Dead Load Live Load Short Term Location Dead Lad Live Load Short Tenn Location #1 [Moments I Summary ' 0.800 13.000 2.600 13.000 Using: TS4X4X5/1 6 section, Span = 25.00ft, Fy = 36..0ksi End FF := Pinned-Pinned, Lu = 0.008. LDF _ANIL Allowable Moment 7.499 k-ft 8.622 k R fb : Bending Stress 18.787 kW 21.600 ksi fb / Fb 0.870 :1 Sher fv : Shear Stress fv / Fv Max. M + Max. M - Left Max. M • Right Sher @ Left 0.87 k Sher • Right 0.50 k Depth Width Thickness Area #2 #2 0.673 k 0.269 tat 0.018 :1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 #4 Tine : BED BATH 8 'OND Dsgnr: R.O. Scope #4 18.000 k 14.400 lal # 5 #5 #6 #6 Date: Fy Load Duration Factor Elastic Modulus 36.00ksl 1.00 29,000.0 ken #7 k k k ft #7 k-ft k -R k -ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Dell Length/(DL+LL Dell) [Force & Stress Summary I «- These columns are Dead + Live Load pieced as noted -» DL LL LL +ST LL LL +ST I mllm Only �S�t l c&01r AD - CDSams 7.50 k -R 7.50 k-ft k -ft k -R k-ft 0.67 k k Center Deft. -2.145 In -2.145 0.000 -2.145 0.000 0.000 in Left Cant Deft 0.000In 0.000 0.000 0.000 0.000 0.000 In Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Gusty Deft G 0.000 ft 0.000 0.000 0.000 0.000 0.000 In Reaction G Left 0.67 0.67 Reaction G Rt 0.50 0.50 Box Section fails 1.8.1.4.4 with Depth). $ T1 [Section Properties TS4X4X5 /16 I 4.000 In 4.00001 0.313 In 0.50 Weight I -tot I -yy S-xx 4.36 In2 S -yy 14.81 #NR 9.58 In4 9.58 In4 4.790 In3 4.790 in3 gettemmesozgastwavrestrc m14� k� wsfSS R :. 0.67 0.50 r -xx r -yy Job # 100082.1 k k -2.145 in 139.8 :1 139.8 :1 1.482 In 1.482 in 7K 2,9 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF 'THE DOCUMENT. - _ NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE P". IS DUE TO THE QUALITY OF THE DOCUMENT. -04 ••••■••■■•••• 6 • 1 I EIM Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 roject i?) by RG date .14 /00 sheet no. 3 tk job no. ‘000 _.._4. 4 L I ..:77- 1 , • 2.4b ..--t. ..-.1 - - . 1 1 I 1 .1 , .- • +- ei r f - - Nsc-arl 1 1 1 L_ • i 1 4. ...I.. I. +- ■ 1 ._, _...r.. I _ _ - , I L. ‘ ) _..... M T,_ ____. ! !R N . , I ',.... ... 1. -I.-.. I I II. i IN j 1 OW \*'••-- :." ° ' t ) 9 Ri X 2- 0 = V't ( t3 - e% k i —I- I _. a. A i. 1 . .7.--A.9 } 0 ' x Vt4 Q17. — , ) ....W59... .`_._... C;71- • 1-- ...- c I, \ -4 .; ....1 X c„ --••_7\7\rtzej ...\ --. e , A47> ,J..5) --. ,..4... ......_,....___..--f--- J I I — -C--t‘•- ‘-&-- ttr ; •-• 4. ..1--- ; • i 1 i I , ! , r , ' , :4:44514 - , D- O ; Q; us' W w 9 0 U.' uj 0, 2 g a 7 a ILI F- 0 Z ILI„ D 0; C.) 0 e 0 . 0' Lir co 0 ; z . toject Z 6 6 -- k by RG sheet no. • ft Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Pax (602) 285-1010 date /00 ... N .mit:(\.) *11... 0 ‘.3 e l e .....\ \. Job no. o oo g ‘ t Z \ ) _____ ;),__•_. _.c-1,_. L),1___.). { i _....F9_9_____. 1' s. ._. Ir I ,.1. N k fa 1 ■1 1 1111 M a v1 E.,_ N- -c__ -c-- = hg. e..■C't v e . i I - A I 0- - I ‘-s "\ , ■ 3 - . I low:. o 0 1 I L 1N I I ,1 1 . . 0 . - \- - :. - -gov s , % \ Nre e..... - 4 i I IF • M { L ....____ A__ ..... _ • -.-1 t ......_.... _.. _W. • I- • •\._ . I T 9 -,..,.,-----. ... \ 3 „ I [ ______ _ ___. _ ._ 15-°° )C -5 .4.TAAA -I k,LS . _ e _ -s•.._. z__...w.■....__. C.r..4....- - _____.. " I 1 . ._ __ iolect B fb cZ2.) „...... by RG sheet no. 3 , Z , I k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date /00 0 t) ( t S e G OA Job no. i I 3.. C.... b . ,4a., u r1 flu H /J-1 12.‘ 1.) \). DT .. X Z 11 1 _.3 50 . . _ - X 4 -------, . _ 1 11 I Mil 111 . IIII A e -(:• cANNi i 11 1 I ri _ _ .. . , , . 1._ 1 . _ _ _.__________ . _____.. ___________ ___.______._____ f 4 • ' - KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602 -264 -1010 602 - 285 -1010 FAX Rev. 510300 User: K Cantilevered Retaining Wall Design K 0000128, Var 5.1.3, 22-Jun-1090, W102 (c) 1083 -90 ENERCALC escription RET. WALL AT OPENING INFILLED rl eria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem • 5.50 ft = 0.00 ft • 0.00: 1 = 6.00 in = 110.00 pcf • 0.0 psf Design Summary Total Bea ng Load = 3,051 lbs ...resultant ecc. = 3.09 in Soil Pressure © Toe = 1,051 psf OK Soil Pressure @ Heel = ' 467 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,372 psf ACI Factored @ Heel = 609 psf 0.0 psi OK 34.5 psi OK 85.0 psi 4.38 OK 1.56 OK Footing Shear @ Toe = Footing Shear © Heel = Allowable = Wall Stability Ratios Overturning Sliding = Sliding Calcs (Vertical Component Used) Lateral Sliding Force = less 100% Passive Force= less 100% Friction Force= Added Force Req'd = ....for 1.5:1 Stability = 700.0 lbs 236.3 lbs 915.4 lbs 0.0 lbs OK 0.0 lbs OK Footing Design Results oe eel Factored Pressure = 1,372 609 psf Mu' : Upward = 181 0 ft-# Mu' : Downward = 39 0 ft-# Mu: Design = 142 1,649 ft-# Actual 1 -Way Shear = 0.00 34.52 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Soil Data Title : BED BATH & BE.YOND Dsgnr: R. G. Date: Description : Scope : ow o1 ear ng = 1, 00.0 ps Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 35.0 Passive Pressure = 210.0 Water height over heel = 0.0 ft FootingliSoil Friction = 0.300 Soil height to ignore for passive pressure = 0.00 in fc Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S e Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Top Stem Stem OK ft = 0.00 = Concrete • 6.00 # 5 18.00 • Center = 0.643 892.5 1,648.6 2,563.2 24.8 85.0 23.40 6.53 72.5 3.00 Job # 100082.1 313 Page 1 II s: \rg \temp.ecw:BBB Footing Strengths & Dimensions f c = 2,500 psi Fy = 60,000 psi Min. As % = 0.0012 Toe Width = 0.52 ft Heel Width = 3.50 Total Footing Width = 4.02 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Design height Wall Material Above "Ht" Thickness Rebar Size Reber Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force @ Section Ibs= Moment....Actual ft-#= Moment Allowable = Shear Actual psi= Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Reber Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data psi = 2,500.0 psi = 60,000.0 KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602- 264 -1010 602 -285 -1010 FAX Lb Ray. 510300 thaw: K1M050125, Vat 5.1.3, 22- Jun•1899, W1n32 (c) 1983.90 ENERCALC Cantilevered Retaining Wall Design escription RET. WALL AT OPENING INFILLED Summary of Overturning & Resisting Forces & Moments I Item Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = Resisting /Overturning Ratio OVERTURNING Force Distance Moment lbs ft 739.4 2.17 Heel Active Pressure Toe Active Pressure = -39.4 0.50 700.0 O.T.M. = 1,582.3 = • 4.38 Vertical Loads used for Soil Pressure = 3,051.4 lbs Vertical component of active pressure used for soil pressure ft 1,602.0 -19.7 Title : BED BATH & BYOND Dsgnr: R.G. Date: Description : Scope : Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel Adjacent Footing Load = Axial Dead Load on Stem= Soil Over Toe Surcharge Over Toe Stem Weight(s) _ Earth Stem Transitions Footing Weight = Key Weight Vert. Component lbs 1,815.0 Job # 100082.1 Page 2 s:kgltemp.ecw:BBB RESISTING Force Distance Moment ft ft 2.52 4,573.8 0.00 28.6 0.26 7.4 398.8 0.77 307.0 603.0 2.01 1,212.0 = 206.1 4.02 828.4 Total = 3,051.4 lbs R.M. 6,928.7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Mg Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 by RG date /00 job no. sheet no. iJ \ ` ` \ �Q[� �2�� ` `~�-` | | L � L^ - ; p+c i [� 7 | ! / ' ' i � ! 1 ` ! i ' | ! (\ ! ' / �»�t ! [��� | 1, ` 7 -� ----- -----�- ' / | i i ! -� -^ -^ �� t' � -^ -^ | L . L ~ .' | | | � | | | | l L - . L L | 1 ' ' | | : i { -------- ! ! | / ' I | | ! �-= __-__ -_- | | / i ,��, � � � / \ | — \� �� | [� I. - -_- .._1.. 1. _, | _ _� | . | / | � | | | ' i | C� -- (3 | i i - - `` � ' ! 1 i � f | � | | i ! | | | | . | | ---�-'' ,- / ----T-- . „-- 1 - - � | . 1 r 1 [ | | | | � | } / ' -- '-. ^-..^., ~-^ X ^^~ ._^_. ` `. '. .~~-.X , '~._'� ^ )u^u— --__ � _ / �r � | ____ __ � ��'-~ | ' ' � i ' | � L � . | ! '--F~ . � �� �-_�_______�-�_`�__ ___��__ _ °"`^-`--` ~ / / / / / / / 1 - z� --------' T -- v - - | 1 i � ' | | | | ! 1 i i i | / r r . . r s.. | | ~ \�-�� � ��� __ � �'__'LL�� � � L __ l __'-__ ! ' ' t r t - - T --~----�'— ----�--��—- -- | \ . | \ | ! | ! / | | | i , --�-'��— � | —_---_ �' l__ _-l-_' / I | . . � . . • / ! | t ! | | | i | | / | � / i | i | ! ! / ' | | � | . | | -__-,__,_�'______^ ' ' i k ~� / | �� ���m�% x�� ___� . ^ ' ' / '/ / / | i { • | TTT. 1 7 1 pes III ~MOO PL I I I I I 11 - ---k- LI{ 1 _- 1 - --1-- -1--- Hr4 -- 1,__ L - - L - ,31 I I I I I - - r - SCAM 1M • 1-0r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. © o - — ( 9 - — - - - liZ?vc • ma ▪ Low 41,4 1.0.1 frffli Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 roject 1?) by RG date /00 sheet no. \ A I I job no. ,Opo'F3Z, i I 1 ' i , •• . - 4 .---s'Ns•..ik.... 1 1 i .\ i 1 • ; , , , -i• , : , . . .- .-13 .s L I ,) \ — --- :-. — 2-... 11 1 2 -?-:.!,.. s r-- 1 i • • . 2- , , I ■ ; , ' ' ! I.. 1 — 1 : , , i 1 I , 1 i 1 1 I L i I _H - 1 .1 ‘.. 1 i.... \ \ 0-.Pt 0 jV ? I \ )• - Lt../... \- I t ' ' ''' ..I... . f.. _......._..._ 1 k I I I I 1 - .4 \ e-....P.1 c,,, ......,.. _,,,L,-.v ,... .s.,-.,..-- ......9., 4 ! ....,_ I 1 , , ... 1. 1 i L --: 2.2 X +_ ■pl_ xi 2 1 + i.. -11-..c, 1 I ' 1 , ; 1 , ! i ; 1 1 ____ ___••____, •_• • _.• _ 1 -,----••••••••.1 c 6 I- „.„ ..S1 , • ..... 1 I ' 1 1 I I 1 t ■ . .., I ' I i j 4 i I 1 ; 1 I i I 1 - • - I I 1 1 I • I 1 I .i. , i 1 .1 1 - WcA9- I :\ N 7 - - - j idAlt - 1-5 ' -", 1 I I I I - 1 i 1 I 1 i I '. 1 • T -1•• Vo c kod.'&. 1 i ; i I [ cm • 0...m. , ____ ___I ......_.L..1 ?._ __.1 Ziti* I i •I -- I I • .! . i --, 1 -T 1" --- 1z A_L.‘_9) i ..... _I_ Z 1 9 ■ 2 1 ( )C , ] . l 21 C ?.1. 1 : -. 1____,. 1 -- -- -1-- 2,10.613_ i 1 — 1 1 ., _ i _ 0 t 2 ki 1, I 1._ , 1 __L._ • 1 I 1 i 1 1 '1. 1- 1'9 - 0 ,s1 2. 1 \ I I t i 1 9 ,5 1 • I 1 21Z- , _ 1 1 , r r 1 r .] I, ■I, , , ; ; ; 1 ; , 1- i 1 I 1 1 1 ..._ .i. I.. ; , 1_ 1 1 ; _ i qk ; L . 1 . 0, , t - e..)c\* . r•-c 1 W ; • ; I I I i i I : : i l • ' ' • 1 - ! . l 4 _ 1 1 • ;-\-. :Pr% 'cr■ ' l..%-e41. eb\ li t k i :A I ro l kk,T -1 .; • ; i• .1 4 i 12. ; , ,5: __iy,.. , . .■,,,R-ssi\is,.‘,.N 1--k\k.. ; LNe'.,r,..9. 1944.,.....L, • ! i , 6.-s\HTc.r.ki..._....,. .,. ; , 1 1 , z& z1/4.., 1 r- , - r . , . . . : • ' • ' • .C. 4* j .:, / .. i \ P - 1 12.-- 1. 3 4 . 1. " - ' . ( Q 13 -. \ b.....I. .. .. ... . . . . '.P T' . 1 ' : • 1 :' . . : . - KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, A2 85004 602- 264 -1010 602 - 285 -1010 FAX Rev. 510300 User. Kw.000128, Vet 5.1.3, 22-Jun•1999, Vdn32 (c) 1003 -99 ENERCALC Concrete Shear Wall Design -a e 22 G 'A ' A Page 1 s: \rgltemp.ecw:BBB General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements m c ac or e . ae oa eig Applied Loads Wall Analysis Footing criptlon • Concrete Weight 145.000 pcf Live & Short Term Load Combined Short Term Lateral Loads... Load 24.400 k #1 Analysis Height Wall Offset Wall Length Wall Thickness fc : Concrete Fy : Rebar Effective Depth Vs : Story Shear Ms w/ Lat Right Ms w/ Lat Left Uplift @ Left End Uplift Right Vu = Vs Factor(s) Vu : Applied Nu : Axial Mu : Moment vc *.85 vn:max = 10 ummary Bottom 0.00 ft ( datum) ft 22.000 ft ' 6.000 in 2,500.0 psi 40,000.0 psi 17,600 ft Bottom 28.35 k 652.8 k -ft 652.8 k -ft Bottom fc 3,000.0 psi F y 60,000.0 psi Rebar Cover 3.500 In - Footing Thickness 12.00 in Width 2.000 ft Height 24.750 ft #1 Vertical Loads... Dead Title : BED BATH & BEYOND Dsgnr: R.G. Date: Description : Scope : Seismic Zone Min Wall As% for Bending Overburden Weight Live Short Term VU 39.69k Horizontal As Req'd 0.14in2 tN ∎D •C \o''Nc''''). cv_ Vertical As Req'd 0.09in2 Mu : Actual 913.85k -ft -E-x& ica 2 Z Bending As Req'd 1,94in2 e a Footing Dimensions Dist. Left Wall Length Dist. Right Total Ftg Length Kern Width k 3 0.0000 0.00 psf 9.93k 9.93k 39.687 k 26.96 psi 55.27k 913.85 k -ft 133.530 psi 300.00 si P psi psi psi psi > ),( o r 0.000 ft 22.000 ft 0.000 ft 22.000 ft 3.667 ft Vertical Job # 100082.1 Hartz. ft to g. to W CO u. W o g J` u. F- W Z _ O ' W ul U 0 O — 0 t-' W W U I O . lil Z o Applied Loads KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602- 264 -1010 602 -285 -1010 FAX Rev: 510300 User: KW050128, WI: 5.1.3, 22•Jun•1989, Wn32 (e) 108399 ENERCALC escription General Information o a Tta eig Concrete Weight 145.000 pcf Live & Short Term Load Combined Short Term Lateral Loads... Load 11.500 k #1 Analysis Height Wall Offset Wall Length Wall Thickness fc : Concrete Fy : Rebar Effective Depth Vs : Story Shear Ms w/ Lat Right Ms w/ Lat Left Uplift © Left End Uplift Right Vu = Vs' Factor(s) Vu : Applied Nu : Axial Mu : Moment vc•.85 vn:max =10 ummary Vu Horizontal As Req'd Vertical As Req'd Mu : Actual Bending As Req'd Footing fc Fy Rebar Cover Footing Thickness Width 6 Bottom 0.00 ft ( datum) ft 16.000 ft 6.000 in 2,500.0 psi 40,000.0 psi 12.800 ft Bottom 14.37 k 320.2 k -ft 320.2 k -ft 5.65k 5.65k 20.119 k 17.47 psi 40.19 k 448.21 k -ft 91.680 psi 300.00 psi Bottom 20.12 k 0.14 in2 0.09 in2 448.21 k -ft 1.31 in2 3,000.0 psi 60,000.0 psi 3.500 in 12.00 in 2.000 ft Title : BED BATH & BP.YOND Dsgnr: R.G. Description : Scope : Concrete Shear Wall Design G A - ' A Height 24.750 ft Vertical Loads... Dead #1 psi *k a \Z` . C \ Ni- Calculations are designed to ACI 31896 and 1997 UBC Requirements Seismic Zone Min Wall As% for Bending Overburden Weight Live Short Term Wall Analysis psi psi Wq�g \ 7.7-115' o1't- Footing Dimensions Dist. Left Wall Length Dist. Right Total Ftg Length Kern Width Date: k 3 0.0000 0.00 psf Vertical Horiz. 0.000 ft 16.000 ft 0.000 ft 16.000 ft 2.667 ft Job # 100082.1 Page 1 s: \rg \temp.ecw:BBB psi ft Wall Data Wall Analysis KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602- 284 -1010 P'! 602 - 285 -1010 FAX Rev 510300 User. KW050128, Var 5.1.3, 22Jun -1999, WIn32 (e) 1983.98 ENERCALC General Information eig Concrete Weight 145.000 pcf Live & Short Term Load Combined Applied Loads Short Term Lateral Loads... Load 5.500 k #1 Analysis Height Wall Offset Wall Length Wall Thickness fc : Concrete Fy: Rebar Effective Depth Vs : Story Shear Ms w/ Lat Right Ms w/ Lat Left Uplift @ Left End Uplift @ Right Vu = Vs • Factor(s) Vu : Applied Nu : Axial Mu : Moment vc•.85 vn:max = 10 Vu Horizontal As Req'd Vertical As Req'd Footing fc Fy Rebar Cover Footing Thickness Width Bottom 0.00 ft ( datum) ft 12.000 ft 6.000 in 2,500.0 psi 40,000.0 psi 9.600 ft Bottom 7.65k 162.8k-ft 162.8k-ft 3,000.0 psi 60,000.0 psi 3.500 in 12.00 in 2.000 ft Concrete Shear Wall Design Vertical Loads... Height Dead 24.750 ft #1 2.80 k 2.80k 10.715 k 11.14 psi 30.15 k 227.88 k -ft 71.915 psi 300.00 psi psi psi psi psi Bottom 10.71k 0.14in2 -#V \"L"•0.. . ��\.- 4'9 0.09 in2 Mu:Actual 227.88k -ft �� °� a.w� �Z - -) '> o.8 0 Bending As Req'd 0.88 in2 Title : BED BATH & BFVOND Dsgnr: R.G. Description : Scope : Calculations are designed to ACI 318-95 and 1997 UBC Requirements eismic ac or Seismic Zone Min Wall As% for Bending Overburden Weight Live Short Term Footing Dimensions Dist. Left Wall Length Dist. Right Total Ftg Length Date: k 3 0.0000 0.00 psf 0.000 ft 12.000 ft 0.000 ft 12.000 ft Kern Width 2.000 ft Job # 100082.1 Page 1 s:lrgltemp.ecw:BBB Vertical Horiz. ft 0 §1 rn CO W CO W ; iL Q co d; 2 ILI m rn 0 WW H LL c) Z S = O H 2 Poo KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602- 264 -1010 602 -285 -1010 FAX Rev. 510300 User. MW.080128. Ver 5.1.3, 22•Jun•1509, Wn32 (e) 1983 -99 ENERCALC escrlptlon General Information eig Concrete Weight 145.000 pcf Live & Short Term Load Combined Applied Loads Short Term Lateral Loads... Load 3.300 k #1 Wall Data Analysis Height Wall Offset Wall Length Wall Thickness fc : Concrete Fy : Rebar Effective Depth Wall Analysis Vs : Story Shear Ms w/ Lat Right Ms w/ Lat Left Uplift @ Left End Uplift @ Right Vu = Vs • Factor(s) Vu : Applied Nu : Axial Mu : Moment vc•.85 vn:max = 10 Vu Horizontal As Req'd Vertical As Req'd Mu : Actual Bending As Req'd Footing Bottom 0.00 ft ( datum) ft 10.000 ft 6.000 in 2,500.0 psi 40,000.0 psi 9.600 ft Bottom 5.09k 103.9k-ft 103.9k-ft 1.42k 1.42k 7.132 k 6.68 psi 25.12k 145.43 k -ft 63.870 psi 300.00 psi Bottom 7.13k 0.14in2 0.09in2 145.43k-ft 0.56in2 fc 3,000.0 psi Fy 60,000.0 psi Rebar Cover 3.500 in Footing Thickness 12.00 in Width 2.000 ft Title : BED BATH & PGVOND Dsgnr: R.G. Description : Scope : Concrete Shear Wall Design A' . A Height 24.750 ft #1 Date: Calculations are designed to ACI 318-95 and 1997 UBC Requirements Vertical Loads... Dead eismic ac or Seismic Zone Min Wall As% for Bending Overburden Weight Live Short Term k Footing Dimensions Dist. Left Wall Length Dist. Right Total Ftg Length 3 0.0000 0.00 psf psi psi psi psi 0.000 ft 10.000 ft 0.000 ft 10.000 ft Kern Width 1.667 ft Job # 100082.1 Page 1 s:\rg \temp.ecw:BBB Vertical Horiz. ft ' ' U' N g; 0 tut co W J' _ a I- W; O z t- 0 N' 0 I- W w C) i O " u Z, U =f O ! Z KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 602 -204 -1010 602 -285 -1010 FAX Rev: 510300 Um KW.013012S, Vet 6.1.3, 22-J,r 1MM, VYMl12 (0)100300 ENERCALC Tilt -Up Wall Panel Design Page 1 s:Vn 1.ma.ecwBBB Description General Information Calculations are designed to ACI 311411 and 1007 UBC Requirements Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Max Doti. Ratio Concrete Weight Lateral Loads Wind Load Point Load ...lose type • Lateral Load • ...distance to top ...load ...distance bot BBB NEW PANEL Loads 1 Wall Analysis 1 Summary Basic Dell w/o P-Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P -Delta Moment Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing 14.75011 2.000 ft 6.000 in 4 12.000 in 3.000 In 150.0 145.00 pcf 37.000 psf ibs ft Seismic 4/ft 11 ft Seismic fc PM Width _ Tide : JACKSON S ET GARAGE Dsgnr: R.G. Date: Description : Scope: 2,500.0 psi Seismic Zone 40,000.0 psi Min Vert Steel % 0.900 Min Horiz Steel % 12.000 in Base Fbdty Wall Seismic Factor Parapet Seismic Factor LL & ST Not Combined Using: UBC Sec. 1914.0 method-Deflections are iterated Parapet Weight Counteracts Middle 0.081 15,314.8 0.0 0.081 16,3911 16.887 in 18.000 in Verdcal Uniform Unif ...eccentricit rm LL y Con LL Seismic "r Pkgnifier Wind "r Magnifier For Fact ored Load Stresses Atimok End 0.078 in 14,829.2 in# 0.0 in# 0.078 in 14,686.0 in-4 For Service Load 0.058 10,9392 0.0 LOU 10,978.4 Parapet Bar Spacing Rd : Parapet Bar Spacing Re : WIND SEISMIC 1111 0/ft in Iles Iles 1.000 1.000 Job N 100027 3 0.0020 0.0012 25% 0.4800 0.4800 Deflections Mara 0.061 in 11,830.7 InE4 0.0 in# 0.011 in 11,672.4 in# 16.867 in 16.687 in Wall Design OK 14.751t clear height, 2.00ft parapet, 6.00in thick with #4 bars at 12.00in on center, d= 3.00in, f c = 2,500.0psi Using: UBC Sec. 1914.0 method...Deflections are Iterated Factored Load Bending : Seismic Load Governs Service Load Deflection : Wind Lad Governs Maximum Iterated Moment : Mu 15, 391.82 In# Medmum iterated Deflection 0.061 in Moment Capacity 22,755.15 1n 4 Deflection Umi 1.180 In Seismic Wind Mn • Phi : Moment Capacity 22,755.15 in# 22,187.01 in4E Applied: Mu Mid -Span 15,391.82 in# 14,885.00 in Applied: Mu C -4 Top of Wall 1,169.28 in# 1,132.20 in# Max Iterated Service Load Deflection 0.06 in 0.06 In Actual Deflection Ratio 3,067 :1 2,884 :1 Actual Reinforcing Percentage 0.0056 0.0056 Allowable Max. Reinf. Percent = 0.6 • Rho Bal 0.0186 0.0186 Actual Axial Stress : (Pw + Po) / Ag 9.44 psi 9.44 psi Allowable Axial Stress = 0.04 • rc 100.00 psi 100.00 pal KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802- 284 -1010 802 -285 -1010 FAX 1_: ce: 51woo Nw: KW-00012$. VM..13, 22 #tNS, 11%32 (a) INERCALC Description BBB NEW PANEL [Analysis Data E 2,850,000.0 psi Spross/ 72.000 in3 n = Es / Ec 10.18 Mcr - S • Fr 18,003.0 in-0 Fr Multiplier for egrt(fc) 5.000 Fro 250.00 psi Ht / Thk Ratio 29.50 Rho: Bar Reinf Pct 0.0309 Values for Mn Calculation... As:eff= (Pu:tct + AsFyyFy a : (AsFy + Puy(.85 fc b) c =a/.85 !gross !cracked 1-eff (ACI methods only) Phi: Capacity Reduction Mn • As:eff Fy (d - a12) 'Additional Values I Loads used for analysis Wall Weight Wall Wt • Wall Seismic Factor Wall Wt • Parapet Seismic Factor Service Applied Axial Load Service Wt Max Mom Total Service Axial Loads [ACI Factors (per ACI, applied Internally to entered loads) I ACI 9.13 9.2 DL ACI 9-13 9-2 LL ACI 9-13 9-2 ST • ....seismic = ST • : 1.400 1.700 1.700 1.100 Scope : Tilt -Up Wall Panel Design /' 'c) 1 72.500 pal 34.800 pat 34.800 psf 0.00 lift 679.89 N/ft 679.69 0/ft ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Shod Term Factor Seismic 0.224 hi 0.351 in 0.413 in 218.000 in4 15.52 In4 0.00 in4 0.900 26,213.60 k►# Rol_ ' 2doC COQ N � x oo � • �O ccZ _ �02 we9.v• W a 0„„,. c oA Psi tA �4 o � "►x Lei \ 99 C 3 /L%' \ocak\b @ 6 "o , C - s c- L cc ,-•eo -tA Ly woo c\i`-. \ 16 rs-■ C. 3 ` - 0 . L ^ Title : JACKSON $. :ET GARAGE Dsgnr. R.G. Date: Description : Factored Loads Applied Axial Load 0.00 Lateral Wall Weight 951.58 Total Lateral Loads 951.58 Wind 0.218 in 0.342 In 0.402 in 218.00 In4 15.22 in4 0.00 in4 0.900 24,052.23 ko0 Wind 0.00 N/lt 713.87 0/ft 713.87 *ft 0.750 UBC 1921.2.7'1.4" Factor 0.900 UBC 1921.2.7 "0.9' Factor 1.300 =b1-0 .b0 Job 0 100027 Page 2 II s :lm .mp..cw:BBB 1.400 0.900 CO LL W O; g ( a _ Cy W: ,z P o. z I•- LU � p 10 N � 1— IU I H I-- 0 U 1J N z KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802.284 -1010 802.285 -1010 FAX Rev: BIOKO Us * Vor 6•t.,224MI1111. PAM2 Concrete Shear Wall Design Description BBB NEW PANEL General Information Total WaN Height 24.750 ft Concrete Weight 145.000 pct Live & Short Tern Load Combined Applied Loads Short Term Lateral Loads... _Low-. 81 11.000 k Wall Data Analysis Height Wall Offset Wail Length Wall Thickness tc : Concrete Fy : Reber Effective Depth Vs : Story Shear Ms w/ Lat Right Ms w/ Lat Left Uplift fa Left End Uplift a Right Vu = Vs • Factor(s) Vu : AppNsd Nu:Axial Mu : Moment vc•.85 vn:ma =10 Summary Vu Horizontal As Req'd Vertical As Req'd Mu : Actual Bending As Req'd rc Fy Reber Cover Footing Thickness Width Bn 0.00 ft ( datum) ft :22.000 ft 8.000 in 2,500.0 pel 40,000.0 psi 17.800 ft [wall Analysis I 14.95 k 323.9 k -R 323.9 k-ft k k 20.927 k 12.15 psi 55.27 k 463.39k-ft 147.314 psi 300.00 psi Bottom 20.93 k 0.14 in2 0.09 in2 453.39 k-ft 0.96 in2 3,000.0 psi 60,000.0 psi 3.500 in 12.00 in 2.000 ft Vertical Loads... Haight_ —�— 25.000 ft #1 Psi T11N : BED BATH 3 'OND Dsgnr: R.O. Description : Scope Seismic Factor Seismic Zone Min Wall As% for Bending Overburden Weight Pfd Footing Dimensions Diet. Left Wall Length Dist. Right Total Ftg Length Kern Width Short Term k Date: 0.000 ft 22.000 ft 0.000 ft 22.000 ft 3.687 ft Job # 100082.1 Page 1 s:lreltemp.ecwv.BBB Calculations are designed to/ACI 311.15 and 1157 UBC Requirements r 0.100 ..1�t4ak 3 Vs�c� S \MCP 0.0000 0.00 per \ V4 \Ai.■ Pa [Footing I Vertical Horiz• Vec,,et ..Mf�w.. real. s.. �+ au.. ww' wgv....... Nr. �+: vw...« w... ww�+ ww+ wwew++ ��• �.�•o-m..�.....uwru.rw.....�.�,q KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 86004 602-264-1010 602 -285 -1010 FAX R v: 510300 Urn. KW-13101X wr 3.1.3, 224n111e. NI K12 (0)11113ie B*RCALC Description BBB NEW PANEL [Wall & Footing Stability... Total Vertical Loads Overturning Moments... No Lateral or Short Tenn Loads Lest & ST Loads Applied to Left Lest & ST Loads Applied to Right Resultant Ecc. Fom Centerline... No Lateral or Short Term Loads Lest & ST Loads Applied to Left Lest & ST Loads Applied to Right `Overall Wall & Footing Stability I Lateral Applied to Left Lateral Loads Applied to Right One -Way Shear Check • Let End of Footing Right End of Footing Bending Design @ Left End of Footing @ Right End of Footing Min. As % _ Soil Pressures Static Soil Pressure @ Left Static Soil Pressure @ Right ACI 9.18 9-2 DL ACI 9.18 9-2 U. ACI 9.189.2 ST ....seismic = ST : 0.0014 1.400 1.700 1.700 1.100 Concrete Shear Wall Design O \, 7 Service Loads 45.86 k 0.00 k-ft 338.80 k -ft 338.80 k -ft 0.000 ft -7.388 ft 7.388 ft Soil Pressures w/ Shod Term Load Applied To Left @ Left Side of Footing @ Right Side of Footing Soil Pressures w/ Shod Terre Load Applied To Right @ Left Skis of Footing @ Right Side of Footing Overtumina Moment 338.80 k-ft 338.80 k -ft Ma 0.00 k-ft 0.00 k-ft gMlice 1,042.19 1,042.19 0.000 psi 0.000 psi ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor ..wcwrmms+�mru 4q WSPI IOAKI.'•N.\Y1Rii1 Tide : BED BATH F fOND Dsgnr. R.G. Description : scope BB 0.00 psi 0.00 pal ACI Ea. 9 -1 64.20 k IMAM 4,232.19 psf 0.00 psf 0.00 psf 4,232.19 psf 0.00 k -R 0.000 ft Resisting Moment 504.42 k -ft 504.42 k -R ACI Eq, 9-1 1,459.06 psf 1,459.06 pat Allowable As S Read 0.0014 0.0014 Date: mss Job 9 100082.1 ACI Ea. 9 -2 8 9-3 93.113 psi 0.750 UBC 1921.2.7 "1.4" Factor 0.900 UBC 1921.2.7 "0.9" Factor 1.300 Page 2 s:lrallemp.ecw:888 64.20 k 474.32 k-ft 474.32 k -ft -7.388 ft 7.388 ft Stability Ratio 1.499 :1 1.499 :1 As uses 0.284 in2 0.299 1n2 ACI Ea. 9-2 89.3 5,925.06 pat 0.00 psf ACI Eq. 9-2 893 0.00 psi 5,925.06 psi [Soil Pressures I LACI Factors (per ACI, applied internally to entered loads) I 1.400 0.900 I W ; Ir k. 0. C. to W ! co U. W O .. g J u` Q, r.1 a � W Z O Z � p O N '' 0 I- 111 UJ' U. • Z U N' O Z ..., iroject e *5 "Q by RG sheet no. 5 \ k ff Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date 4 /00 job no. \ 0 pot 8 2, \ \-kte.,■.-0,.....t.:, tA., .., -"J..' --\-- ii _ 1 , i f ..1 I ___ ___. ..... -- _ I. ___ ._._. ___ _ _. ___ _ --] _ I I , . . ; ..._..._.. • ------- \Kr— t l — __ _ _ ___ ..... v...ip _ _ __ ______ _ 1' ___ --.. ___ _ ____ _ ' _ _ ----- --"-- t 1 -7\--• 1; _ _ I _____ \ ____I 1.- L ---f 1 . ....--•- ,...r ___ ____ _ ___._______ _ _ _ _ CAN..!..5 ____ _ _..... 1,..1....e.xsI _____ _ _ ___.... _ __ 1 .._,. k i I _ Ii _ _ z'A —/- ___ _ c ___. l I 1 1 --- ___L_...__. ''. , A:.■• _7.-7. ______ _______ __ _.... 1 1--- . ; ; • • T . •t _ 1 L.K...(.7 .-- 001:4_1r- vs:. 0. ca Tocre ---4 i I r t 1 Z.) +- i , 1 1.‘2 1 --r- T [3 Q_ 0 __ _.i . . I/ , ; i • ---t [ . , . . . . , 1 ; I . . _1 i 1 H 7 [ [ • [ • . • , • • [ • . . i • • • • • . . • • • . : . 1 . . . ! • • ,• . . . , . . „ KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802 -284 -1010 802 -285 -1010 FAX Rev: 610200 u.r KW 060126.Vr6.1.3.22- ACMEM,wiO2 _ (C)1662-M ElERCAIC General Timber Beam Page 1 s:4uVemc.ecvw.BBB Description General Information Cakulations are designed to 1997 NDS and 1997 UBC Requirements II Section Name 402 Beam Width Seem Depth Member Type Lad Dur. Factor Been End Fixity Ipoint Loads Deed Lad Live Lad ...distance Deflections Center span -. Deliecdon ...Location ...Length/Del Bending Analysis Ck 31.887 Cl 1.100 Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction BEAM UNDER MECHANICAL UNIT 250.0 'be Ibe 10.500 ft Summary Span= 24.001, Beam Width = 3.500in x Depth =11.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow ib 426.67 psi Fb 1,138.50 psi Le Rb 3.500 in 11.250 in Sawn 1.150 Pin -Pin M, V, & D @ Specified Locations @ Center Span Location = el Right Cant. Location = @ Left Cant. Location = 250.0 lbs Ns . 13.500 ft 0.375 I 2.6 k-ft 7.0 k-ft 2.82k-ft at 13.440 R 0.00k-ft at 0.000 R 0.00 k -R 0.00 k-ft 7.00 N 9.52 psi Fv 109.25 psi J241412161 Total Load -0.366 in -0.366 in 12.000 ft 12.000 ft 786.7 786.74 [Stress Calcs I 0.000 R 0.000 MAIL 2.62 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.38 k 3.432 in2 109.25 psi 0.25 k 0.25 k 0.00 ft 0.00 ft 0.00 ft Center Span Left Right lever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E lbs lb. 0.0008 Reactions... Left DL Right DL Title : BED BATH a fOND Dsgnr: R.O. Description : Scope lbs Ibs 0.000 ft 24.00 ft R R 900.0 psi 95.0 psi 625.0 psi 1,600.0 ksi Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Lu Lu Lu lbs Ibs 0.000 ft Sxx 73.828 in3 Area 39.375 in2 CI 0.000 S oc Regl 27.67 in3 0.00 in3 0.00 in3 @ Right Support 0.38 k 3.432 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -R 0.00 k -R wiil ean9tal.W010.6..'• MS. ItV Yrgr ,4A.'!t ' ir...V•e'NN•pwwy.,,, Al owable lb 1,138.50 psi 1,138.50 psi 1,138.50 psi 0.114 in 0.114 in Shear 0.25 k 0.00 k 0.00 k Date: 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Maximum Shear' 1.5 0.4 k Allowable 4.3 k Sheer: C Left 0.25 k @ Right 0.25 k Camber: @ Left 0.000 in @ Center 0.549 in @ Right 0.000 in 0.25 k Max 0.25 k 0.25 k Max 0.25 k -• Y^,• nrrr.. w. ta.. s» �m. �" �7 +Mxn'n »nrv..ro.- .. «.«.:. Deflection 0.0000 in 0.0000 in 0.0000 In Job S 100082.1 Beam Design OK Total Load 0.000 In 0.000 In 0.0 0.0 0.000 in 0.000 In 0.0 0.0 !be Ibs 0.0008 Query Values r z W 9 3 - UO ; co o{; N 1W N u.. W O -J u- Q! rn = 0 . I- W I-- W uj 2 U O . to 0 W w - U. 1 6 w z: O 1- z KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802- 284 -1010 802 -285 -1010 FAX Description Ram ■Oak Vam Ist • 0.3k BEAM UNDER MECHANICAL UNIT tom. teori. elwor l.N MY= - 0.711 Wu ere •0.3k Title : BED BATH f YOND Dsgnr: R.O. Description : Scope : Date: Rev: 110700 1b.r tW.0101211. Vr 0.1.3, f ..M .11N. WW2 (0)1NIM MRCP= General Timber Beam Page 2 erg.t.mp.ecw:B88 [Sketch & Diagram I ,I III III it t1111li•11111111111111111=•111111• II III s, Iif ''' 111M■1111===■1•111111 II IIP II :d I•li•MMI=NINII111■1 di, 11 ,.,:I i III 'I',.:',':.tit�ti��� b.ast111111111111MIMMIII11111111111111 III III III I 111.111111MNI III III III I .3La11111111111111111111111■11M111111= I I I I I I III I 3fiIIIMIIIIMINIIIIIM11111111111111111 III " III III I it.l1111li•li•111111111111111111111M III III I II I L.111111- -1111111 3L'1111111111111111/111/1 b:111111■!" III 3ta -'II it b NV ' II II 1.ar H IIl Lair' II 1I 'II Mk, 11 II III ' i 3 i ■ 1 1 1 h . 1 ! ' I I ' I I I II III i3L�ir 11 III i3Lai. ! I I iLi•11=111L ai111111111 Id1 i.IW♦=111li♦■1........_ � �ia♦ V�bi� I�iia ibir� 7_ ■MI111111_ 7=111111111MIIIMI III 7�� HI T\•♦ti♦ II 1 . -- II! ''‘Ol 1 1 III I III 7 ili.. III III',, 1 I'. I HI ' II II III AN IG II III Am I! J I W■ li 4111111■ 11 II 411111111=111 1 lu1111111111111111111 1i irIMMIIl• 11 .J11111111ii♦111=1 —.111111=111=1111.1111111.1 yawn/ow (In) Loaron Plafter (11) Job N 100082.1 .00 KPFF CONSULTING ENGINEERS 2800 N. CENTRAL. SUITE 1010 PHOENIX, AZ 85004 602-284 -1010 602- 285 -1010 FAX Rim 810300 Urn I0N-0E01211.1hr 0.1.3, 22du►1NO, WW2 (a)1•3.N ENERCALC General Timber Beam Pegs 1 s: r \tema.ecvw.BBB Description General information Calculations are designed to 1997 NM and 1997 UBC Requirements II [Deflections Section Name •.76x40.1 Beam Width 8.750 in Beam Depth 40.500 in Member Type Glulam Lard Our. Factor Berm End Fbdty Lenph Uniform Loads Canter Left Cantilever Right Cantilever Point Loads Dead Load Um Load ...distance Summary 1 Spins 63.008, Beam Width = 8.750in x Depth = 40.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Mm. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,310.23 psi Fb 2,256.06 psi Canter Span... Deflection ...Location ...Length/Defl Bending Analysis Ck 19.865 Cv 0.752 @ Center @ Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 500.0 Ibs lbe 28.000 R Le Rb DL DL DL 1.250 Pin -Pin 500.0 lbs Ibe 35.000 ft Dead Lim -2.540 in 31.500 R 297.6 0.000 ft 0.000 Max .Moment 460.51 k -ft 0.00 k41 0.00 k -ft G Left Support 43.27 k 209.818 ln2 206.25 psi 28.85 k 28.85 k GLUE LAM BEAM W /MECHANICAL UNITS 600.000/ft . 0/8 1/It 460.51 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 449.71 fv 122.12 psi Fv 206.25 psi 1.024 1 460.5 k -ft 449.7 k -ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - E18 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 650.0 psi E 1,800.0 lei !be Ibs 0.000 ft at 31.500 ft at 0.000 R 1088 .1s881 -3.760 in 31.500 ft 201.07 LL LL 11 ,pm,a0,n0n;ww.rr Scope Reactions... Left DL Right DL Tkle : BED BATH P ' - 'YOND Dsgnr. R.G. Description : lbr lbe 0.000 ft 63.00 ft Lu ft Lu ft Lu 300.00 0/ft //ft 0/ft 43.3 k 73.1 k a Left 28.85 k @ Right 28.85 k Camber @ Left 0.000 in @ Canter 3.811 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear. 19.40 k 19.40 k Left Cantilever... Deflection ...Length/Dell Right Cantilever... Deflection ...Length/Defl Ibs lbe 0.000 ft Sxx 2,392.031 in3 Area 354.375 in2 CI 0.000 Svc Req'd 2,449.47 in3 0.00 In3 0.00 in3 G Right Support 43.27 k 209.818 in2 206.25 psi A1120149/12 2,256.06 psi 2,256.06 psi 2,256.06 psi Bearing Length Req'd 5.073 in Bearing Length Req'd 5.073 In Date: 0.00 R 0.00 It 0.00 R Ibs lbe 0.000 ft Job 0 100082.1 Overstressed in Bending 1 Max 28.85 k Max 28.85k 1.41L 1.2181 0.000 In 0.000 in 0.0 0.0 0.000 in 0.000 In 0.0 0.0 r. lbe Ibs 0.000 ft [Stress Calcs KPFF CONSULTING ENGINEERS 2800 N. CENTRAL SUITE 1010 PHOENIX, AZ 85004 802-284-1010 802-288-1010 FAX Itav: 510300 UunlIW003125, Vot 6.14. 224111.15550M•32 (e) 11163411ENEXCALC General Timber Beam Page 2 sArn■lemp.ecw.B88 Description GLUE LAM BEAM W/MECHANICAL UNITS [Query Values 1 M, V, & D SpecMed Locations • Cenbr Span Location • • Right Cant. Location • Left Cant. Location ■ mum Num • WU Wm • he • 2LU 403.i4 dtuot • 4.75031 0.00 ft 0.00 ft 0.00 ft Moment 0.00k-ft 0.00k-ft 0.00k-ft 1bna• • UM Wu • rt = 208k Tide : BED BATH r YOND Dsgnr: R.G. Description : Scoffs Shear 28.85 k 0.00 k 0.00 k Date: Deflection 0.0000 in 0.0000 In 0.0000 In [Sketch & Diagram 1 - " 111 1114J11114.11111111trillILL:1114LIMiLM:111111.441110&2111 • . , 17■ II , TIlgoilIMIIIMINIIIMMIMIMIS11111111111111M■I , , 1 – 11 1 1111111=■111111111111■1•111111111M ,t11,11L • ,11111 itiii – .111111111111.1=11111111.11momm 4161•111111111111111111=111111111111111111=11•111 I II I II I MMINIM1111111111111111M1=11111■116.– III III I LLSMIIIIIMI■MIIIIIIIIMI•11111111•11111111611– 111 1 =1111111111•1■=111111111=1=11111111111111111111111111111111m,–.1 Luau Abp Member (I) ::/1111.:6=itiiiM got:1PP' LL16111111MSEMIMIIP ;:bin1111111111MV" 1 11 ' 11 III ' .1 1111 '11 =Mr 111 .11 kallif II III III !III III . III idt MIL 11 III 11 ALINIL..11 III , ULLIIIIIL. III III =MN 11113. I I I I 11 ilk:JINNI'''. III -.Lila/m/16a 1 II t3J1111■11Miki... I II — ' 0 AMIIIIIIMia:SiMi.jiMI ' 1 I -- ' 1 11=M■IIMMI 7 anal' ii111:7•,: I I III " ! 1 i "OM MIIII I 11 1111111M1 11 I II gli■ I 11 1111 I I 111 11 11 1 .A.A., 1 1 1 1 l'1.1111IN 1 1 Aft ■I 1 1 .411111IMINI I I 1 A1111E1E11111 11 , ...111•1111111118•=1 11 '...41■1=1111111111111 ,tigailINIIIIIIIIMIIIIIIIIII Show Load Local y DMIsotlan (In) mMcmntsr (1) Job # 100082.1 tumgrtof-•*1 fin rolect 'be & b RG sheet no. s -4. k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264 -1010 Fax (602) 285 -1010 • t date 1 /00 Job no. I b ( o O ` l ° . 1 L�1 VW . _ — 'f\ t t '3O ■ ■ 2-i 0 1 41 Ill ■ es e ‘ le E..... 1 K- il ■ ■ ■ ■ ■ _. - w FO"' 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264 -1010 Fax (602) 285-1010 Enli Consulting Engineers MaNVIA )roject c6e eiwav by RG date Job no. Vo 005 Z 100 sheet no. .. roject 0 6 6 by RG sheet no. k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date 1 /00 \-- _ k---opc--, job no. 10008Z •‘• / 7__?_X ■ 3 ___ r I I 1 I I 1 I _ .. _ I I\ • _ V_ __X33_ ) - N� j It -- . 1 _ _ % -) – 1 - i- ( /4C 1 i _ Z. I - • ■ a ,.), 11 . Q.....Ki-v .... ,i\1/4.....,,,. I 6 !Lk. _ — ,t' 0 , 0 i--4 * z.. = _ I • 1 kt Il U , 1 1 co.". ... I , I 1 • <I- - 0 I o I 1 i 8 x x J '-k e I ......—.........- .....„. I % \ 1 i•-1 , 4 f __ I _ – I ._ ._ r — __ _ r ......._.. ____ _ __ _ _. __. ___ _ _ . _____ .______ ____ ____ __ ____ _____ ........ ........... _ _ . ____ _ _ _ i _ • ___ . ............... ____ _ _ _ _ _ ... ....... _ _ roject p e RG sheet no. 3 K f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 __L date ") NC/ 1-..N\ -- S (< eN \ — r -V \ —\)>% \, job no. :h- i I 4l ■ , \ . f —.sll 1k +++rrr • • RI . Z S i I , I '•k+ • g_ I I --J i -I I g.-;- i I X 1 . (3e . .1 441 I to sakA 0 1 L .4 f I , ! - tar \,P II 6 , q-1 K 1 . 2. e Z. • 111 • 1 I �I e ( ., r 5 Arocs - I 7._ ■ s e . . :-., —21- sTg._. _t Li r.r1. .7 , 1 i I 1 ; ;c''1( 1 I I I I' 11,1 lei i { j 1 Q i I i i 1 1 1 ! L 1 __ L — , ti _____ _______ ___ ______ ___ _...........___ _____. _ • ......._. ......... j 3 j ( r I ' I i I I � i I i..,c,p._.. j i I I L I ; fie?; I 1 -41 I i u _ , L e.."..."., .1.,......._ .___ 1 i754t..cl, ----1 \ ..- (. 9.ect) .7_1_ _z. _ _.. 0A.Z... _ ...... ____ P 10122=V•ww*,' WO, project f ie? e' by RG sheet no. 4" Lk k • f l Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date \ 0 /00 1..s.c---N-e_,... tz ,, \Acl .,....,.. s 1 ,.. 1 job no. \ 0 a o8 2 v \ ik- SOQ ■.),) iN.\.\_, .1 1 1 • 4.A.... 1 SI , , Le--___LS-__ _AL gki IIIII T .3 1 C1 ) \A. .,, _ 111 a il ■ ..5 H ,l . • • ._ 1 III I — 0 . c___.4‘..\` 1 1111 ‘,..„..,,..,7 r ..... 1 I IV i Z LO _ ...... _ ___ ...._............. . _...... ...........____ _ ._____ NMI P.! 7 *Jed ;2) e e. . - - , • by RG sheet no. 6 , 5 k • ft Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date 0 /00 1■ s' -4 \ N, ... Mak \--" k.* =k1 P Job no. k o o 92 ,. .._ _ 7". k '-'■ X ,,....„ 16 c i _ • I I Xl c„....„...J,Q..., .. sz • bo V- 1 - . -.i• 0 •(•,\C•fse - A AS0 I ....Y• , W.R..1 1 I __ 11 , 0,81 1 Xi. 4 Z , Z LVINN•-• 1 .. / • k \ ... .. - ________ _ ---\ i 4 I f i � i i !' Li i 1 i .1i t 10170 r p. _ F--- ' L 4 1 1 ■ 71,'3 , x 4 •ok.61:-.-- .. ... ._ 1 v . is! i ' i r! ' I 4 _ 1 Cl M _ - - - I . -- - _ 1 ".'. _ ± „ ____ ___ _______ _ -- _ - _ -- _______ r L__ • _ _- i V _ _.... i 1 1 2:12=52216=11153=4112.10V 2 Jo 0 CO LI w w • u., LU • < ill a w z p, • ui 2 3 DI— • 0 Z u e) 0 .xoject e era) __, ' by RG sheet no. 6, L k • f f Consulting Engineer., 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 date )t, /00 ... k \e f\-k3c-N-\.....s, s \..S Job no. vaooe .0 4 ± - 1 1 -- • ■ ..... . ■ d 11I zme 2 „ 4 r J. I I tns i . C — YI R:111: p _ icti _ I Col "Zigj C - j 18 I 1 N 4 a 1 i do 6,8i _0 3. 1_ 1 ► . 181,1 ...? 1. ( .4_I . Via..a. X A__.'t st a el 3,0 c 1.tt 3- Z - Z 7I SO I . 2 •r-C4a, i Ca_ . \ O ' ' We-Q.. \I — i 1 ,1 d I b i Xi —n ,A 1] ±. , , i 1 - �a' _IC 4 (�I i i I �' --- r \a_D :-- 13k-k , „ \,• .... g . , --- -- "----- _______ ------- r I, ..� .... ....._......_ 4 I I @ I • 1 I 10 oc) ... .. . . " ... ti . _ _......... 1 Zq 1-4-- _ "7 • rolect S$ b RG sheet no. {' k - f f Consulting Engineers 2800 Cennue, Suite 1010 Phoenix, , A Arizona a 8500 85004 Phone (602) 264-1010 Fax (602) 285-1010 date 1 0 /00 1 �., , . ����� g\ L Job no. \ 0009 Z , _.__...._..._-_._____. _.__ -- _- ______ L_i__.___ -_. _ _LL 'elm -'o P F %S to .1 , IN r f Eo ice' >_ % — %)-,..S. oF _ Q.. l) 13 i"-- \ k,..1— .X V) \ _43 k S Tr \ 1•) \ 6.., P ' NG. 4.1 _i, _di . O VC. u1-O �C ' ! L , i4= 2 — ■ I " � l I l t i- 2 2 N Na I 1-' co a _ ■ C z I 1 � 1 I —JN I r ii ' ( - - I 16 C ti ii , • LIII T , -= I" fl - _ 2.... g--.s 1 -z -- -,,-cam 's -_ _ ___ - -- = Z2Z i�12.7.---- __ cow • - --- n_ .. _ __ .._ p ! ' Ti l � .d r%4 ..... . isr I /0 111 ____ _ _..._._.._._.__ - - -_- - - - _...._..... e-,• — .- r_._.-Ce..T.N j ! 191 1 I +A — I I -2 7t I ! co I — - 1, _�?Q 3 ■ Z . - _ __ _____... _ -. v { (1. - - - -"\- ..14... ..... l_......__ _f ..... . .. ____ ___ .._ __.. —._ 5 2 _. ...- y ..._.._ 1 ... ct._C7 N.- - .._............_.�_. -... oject t e B ---. RG sheet no. C e 8 k • f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 _jy) date 1 /00 k....A \ NV et \--• Job no. 10 00 SZ, 1 0 1 11 1 U e 6 3 x —..,-- ) ...1 z 1 - * A. ItA A 1 0 rz 1-- 1 ... 4-1 — " X at.- • . o ‘- * v FIT] k.o 0 vc—;--t- • t 2 ; )(__ uil (AI :1-4- ca 6 s I ij j /II I 433 1 4 ,... 1 ,k.....a. 64-ee.... — 3 '3 0 - , ' Li ...... 4 i 4 I - 13 a ill' J C- T ' = - \ - 0» I Hs. air . • I - - - — \ — -— I 1 I I I - 1 ......._._,........... _ ... — . _ . .........._...._ ..._ _ __________............._......................_............ - ' --- ---- • " ...._... _ . o ect 68 6 by RG sheet no. �' k f f Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264 -1010 Fax (602) 285-1010 date l / job no. \ 0 00 2 , .■1 Me 24-1 II .■■ Go, z X 3 °-� . X r � s, 3 1- -. a� ■ ■ ■ u1 1' `, ��'b0 �LZ 9 ' W Oc eM i 3G r ® ■ `L` - .1 Q �. g • I ..... _... ...._. _..--- _._.....__._ ......_. t . ...._ ._....- ___ ___ - ..._- -._._.... .._- _- r 02/05/01 NON 14:29 FAX 314 821 3813 CRC- rINIEJM;n VII. CUPINC POEX uN. Ie CA. IIIDIN[ 1RACX — NM PIAIL. UN NEW NU INN1 TOAMC OPNI IWt 24' X 1A' ACCESS 00011 (R6300) (OCYOND) OETICEN XICJTLNS • - M1 4OEOJIA A 10' [LC. OCTAECN XITKERS CUMKI.O W/ 3/ LIRE mcATCn P1.040. 1ICATMnln *on ROLL WATCOPR0000n MATeNIM. f110001 WOR VI.NT AT OCT11. CLADS M PAICXIT — f• AND H to. PARAPET __ SUPPLEMENTAL DRAWING 8 BED BATH & TUKWILA, WA CASCO CAD e. PRESSURE IREATOIT 1■0000L0rxNn w/ 34' CAT MADE PLYwII. urCATNINC T.O. FRAME EL 35 -O A /A' CON PLTWIOL SNEATNINO MCMeRANT. 11 AOIIN: /OC'iNID MT.. O1E100 P IWIO2. On AAXNO IN e n' O.C. 4 SCOCWS Al , - � ,{11111DI{ CACN '.TU D i new CMU InrILL % ' '.[C'JIMUL'1. U*GO 'UN rulcn¢D NEW 5014 MOXMAIIIkI MENDER EEC CASINO PRCCASf CONE. I �� 0HIC1 A Trot; VANEL —. IIJ I •CAUT. ROOFING. CANT AND MTHINn TO MAIN. REI'MA AA NCOVIDED NOIC: PNOMUC romMEO METAL MGNINC KI.OETI In SI- YPI. TO S AT PA .A. PI.AIC flO. 0 AT /ACH ANC Of Or poor tocAcA - SQIJ CH WALL fFT \FEN GRIDS PARAPET NICKMN 0 11*-0' D.C. SLI. UIL A SHEET A1.3 1DCOJIe D 1A' O.f.. OCTACCN NICACAT COVINW W/ 3/4' rSTC TREATER rt YMn. •AICATIINA AND ROLL WATTAPARnnNe MAILAIAL rumor 10'.1U' VYNI Al VENT CARD Of CNICIICT •r .�•'�' PAC- FINI:INiu MI Tni. C0TIN0 1 1, PARAPET ' DEEN o e' - o' sEE Ac..a A BHT ~ ~ I 1 I Olt i TiA3 DXtO1 /A' TO AT COLUMNS SEC SMIIC.T. T(WOO. (OCYONO) PHONt: 314 -521 -1100 _ ••. —• 1/3 EXTERIOR GRADE PLYWOOD sNEATNINC MIL. COUNTCPFLAVIINn MEMORANC (OI1/1Nn A RACRCO TO [moron MOUP A'J RCOUIDED fo n WIARICRTGIT AND WAILIIPMUUr CCAI • 'AsnNC Poor r(AMtAr. ANU ROOfINO MATENIAL Mr,1nfv AS NEOWN FOR W NAMING FOR FII ATTA Of NEW PANAI'tl MEMHMANF POUTING AYfACNEO TO EXISTING ROOF AS XETINIRFO FOR wtAINPRTCNT AND WATCRPROOf SEAL RED ITECT mown: rIIRIEO METAL LLA::HINC WELDED TO OIL. SW. TO S.M.A,C•N.A. PLATE e7 no. D Al ■ACH ANCU NCW NAIA MFMRCR SCE DETAIL A SNI AO.t NECKED BY WES I WAI I OETWEEN (;;RIDS [:,.2 AND 6 CRICKET DETAIL AT SOIJT WALL AND WEST WALL 03 _ REF: M.1. M3 SOURCE WA us MONO . RAWN BY UMK 121003 RECEIVED FEB - 5 2001 BUILDING DEPARTMENT 10877 WAIOTIN ROAD Sr. LOUIS, MO 5317/ PROJECT MANACERS 02/05/01 MON 14:29 FAX 314 821 3813 CASCO v PJ h 11 a Ca • 00 - \ • a` G'\ • ■ 0 ss N kNN 90 0 n., TA I O S. - MOM ROM m'-cr */- NO 1. St :PAU ." ( P DAM A SUPPLEMENTAL DRAWING 9 BED BATH & d� ,tQ TUKWILA, WA I R. SHAW 0E1 1,00NOT40 NAL OF RECORD HALITE H. SIbAW PHONE: 314-821-1100 00 A DRAWN BY CHECKED OY 12 1002 ND WEST WALL [ 02 'SOURCE: Vex 1. W f ON 1 U S 2W N LL 0 2 IL 4 N/�yy V W Z `.. W W 2 p, C) 0 , 0 # ui Z. O uK a Ittl .LV 1t1 odc{t15 l I L 1 .L - VN'cici "70 0 • 1'TOA fRIHI m Ave . 11 V • 5 413 1d 5M3Z105 CI* E '01 70 19 • 3IV'Id „ir/Ix„5x.b "b 'XVW „I 'LI "1NO7 x ZZxOI 'DIN "9 'CMG 1-19Y3 Ol M32109 ZI* 59NIMV?JQ (i�')/M d117 »ZI CI '91 'Id?JfLL'�31I1i'h{V Nadi 13d`dT�Vd 'L . 'SONS 1.4109 •Sa(LLS O1NI aN3 t17V3 IV IV ZJ39NVH 'XVW 99(14 NOSdW1S/M ifilf2 2000 NORTH CENTR PHOENIX, ARIZONA PHONE (602) 264 -I FAX (602) 285 -1011 [PROJECT N❑, IOOC PROJECT BED BA' TUKWILA 6M3ZI% CI* (Z)/M AllY IIILIA - - aw rim) WAN '9 V 11 ''''0 .91 • )IVVZLL 'V9 91 '..9 "GI '9N01 „9x CAS) A' I . x.E 'T 'S ?l3�171�1 /M dVTtl3/�O 1411-fid 9N1151X3 - ' '70 i ION Od .91,' • 081x9 2W 171 70 ,A ® .i► /Ix„fix„i► 1 'S 'MI5 LL5 M V3 Ol 943215 Zlat (E) 'GI '47140.1. NW O IO 9NI15Ix3 'Z "0'011. '1N07 x .ZI X '`d9 CI 'ZI 'V9 TiVM 11-4911 ! U r Engineers AL AVENUE, SUITE 1010 04004 .010 ) )82.2 TH 4 BEYOND WA. CI 11111. • __ II 1 Q —_ _ .._._ 4, 0 kb., ..... , ci �� lam: ��� U II II , II 9 -r rn i II�d� EM t-- 0 n�o WI. iffirri A / I \ COMMENTS _ JAN 1 9 2001 AVAIMIIILNIMMIPIII , , , �\ © WI v -- SK5 -2) CHK. DRN, GN *X'dW I ,,e- v , C 1 W IMLC I oa -oi U NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 v CD m 0 N A ei Xl A 2 I, 3 \' T1 7 - o 0 L n n 0 O 0 IJ N • v 11� v .,17/1-1 /1 -1 IC f /Icj01 \219Nd �'I a► V A v v 4 v IM v NMI! P I�� FtW v �J GP IMIUI • • • . . d 'b /I v Q/I • v 0 z < X QI XWL 1 11 Q - YI L Qlal9 1Y INOc4d�5 "1'N31V'i 13d�v 'XVW .1 '5Z '51109 9N01 „4 x 4+.Z /I (Z) 'CC '319NV ()V1 1 1) SN0 „91x8 /5x9x5'1 'IC d '1 '51109 LOGY 0.17/6 (MN 31VTd - 19S .91 x .Z /I or ')1930 dOOd 9NI151X3 'bI ''SOUS O»NI aN3 H 1V SM32175 El* (Z) /M .. '7'0 .91 ®�I7b211 'd9 AI .9 '91 '7'O „Ab I L'AIXA71^1 'LI 'anus H7V3 01 SM3a75 El* (4)/M dry, „z I x - V9 ZI •9r I) „9 I I I ''N7•111. ".1.N09 x „ZI x 'V9 El '51 J L 1 - anus V3 1V 5M3Z175 zlst ( '7'0 .A • 9N01 .9x (/V 11) .b /Ix „5x.5 1 "El 'sl1IO9 cosy 0.4/5 (z)/M 319NV 9NI173NN07 9N01 .9xb /Ixbx4"1 'II '70 .A • .1P /Ix.i X.4 1 OI '7O ,Q • 3.LY1d .t7/Ix,.5x,b 'b 1N07 X ZZx01 0191 'Q 59NIMV?JQ 1V2i(LL7311H7W 213d 13db'Zrda 'L '70 „9 • 51109 fre1Hl ..i' /5 (6) - 9 '9N0 - 1 ,', XA /5x01x0I si. '5 NI"1?J(id 9N115IX3 'b 'G19 9N115IX3 '6 - aN0).351 NW(fl07 9NI1SIX3 'Z 1'1V1.4 'V9 1NV!, '1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 U) CD N lint By: KPFF Consulting Engineers' 602 285 1010; N SECTION A PROJECT 18" MAX. a 1/4 —IN —IN CANOPY SUPPOR PROJECT NO. IOOG 2800 NORTH CENTRA PHOENIX, ARIZONA E PHONE (602) 264 -10 FAX (602) 205 -1010 BED BATH 4 BEYOND TUKNILA YVA. 6. 8" x 9" x 1/2" PLATE AT BOTTOM B 1/4 V CONNECTION. 6" x 6" x 1/2" PLATE I " LR. AT TOP CONNECTION. ""f. CANOPY BOTTO MEMBER. . EXISTING CONCRETE COLUMN. SECTION D TTOM CONNECTION S 82.2 AVENUE, SUITE 1010 004 l 0 Jan -18.01 12:13; Page 11/12 I. 1 /2 "x8 "x 14" PLATE. 2. T54 "x4 "x I /4 ". 3. EXISTING 3/4 "4 BOLTS. 4. (2) NEVI 3/4 "0 BOLTS EPDXY V' I TH SIMPSON SET OR APPROVED EQUAL. 5. 6" EMBEDMENT MIN. C 9. CANOPY TOP MEMBER. 10. $2 CLEVISE V /4 "4) A5O1 BOLT. II. 5/8 "4 THREADED ROD. D EWHME JAN 19 2001 REID MIDDLETON, INC. REV. SECTION G A CITY 1 \ COMMENTS 1/01 DATE 1-0c1-01 DRN. HLG CHK. • SKS--S 0 O rn e w W. W u. N -4 III al D O ; o ff' . 0 I- W W` I I 0 ti t Z ' O Z ant By: KPFF Consulting Engineers; sent 'TAN. 10. 2001' 4: 31PMEnaineers; • I. EXISTING WO013 PLATE. 2. EXISTING 1/4" PLATE. S. NEW IO" AIDE x 5" HIGH x 5/16' PLATE. 4. (2) 3/4 "4) T1.R1RU BOLTS ® 5" O.G. 5. T5 GOLUMN :' 6. ROOF DECK. 0 EXPIRES 10 10%2 602 285 1010; 802 288 1 10;1 SOUTH WALL PRO CT BED BATH $ TUKWILA WA PROJECT NO. 100 C001 MONTH CENT PINE OW •Orl- FAx 01010 006 - 101 • 92,2' BEYOND Cssofft $1. .E1 * AVENUE. MATE 1010 010 Jan -11 -01 10:53; Page 7/9 Jan -9 -01 1 N0, 6768 F, '( /Ure STEEL COLUMN T • ROOF CONNECTION E V UE E JAN 19 2001 RE rigniuuLt► DRN. HLG CHK. SK5 -6 ent By: KPFF Consulting Engineers-- 802 285 1010; SEAL I. 4" CONCRETE SLAB ON GRADE 8. W/ 6x6 - W2.9 x W2.5 W.W.F. OVER 4" A.B.G. q 2. ADJACENT FINISH FLOOR OR 10. GRADE. 5. (2) #5 CONTINUOUS. 4. #4 ® 18" O.G. 5. 6" THICK CONCRETE WALL. P'c = 2500 PSI 6. I' -6" ?. #5 ® 18" O.G. 5' -6" RESTRA I NE17 RETAINING YVALL AT YVEST ENTRANCE PROJECT BED BATH 4 BEYOND TUKWILA WA. PROJECT NO. 100082.2 1111= Consultkg Engineers 2800 NORTH CENTRAL. AVENUE, SUITE 1010 PHOENIX, ARIZONA 65004 PHONE (602) 264 - 1(10 FAX (602) 285 -1010 Jan -18 -01 12:14; DOWELS TO MATCH AND LAP VERTICAL REINFORCEMENT. EXISTING FLOOR SLAB. #5 ® 18" O.G. EPDXIED W/ S I MPSON SET (OR APPROVED EQUIVALENT) INTO EXISTING SLAB. o ��C� uk JAN 1 9 2001 REID MIDDLETON, INC. REV, A CITY' / I \ COMMENTS CHK. 1 /01 Page 12/12 • DATE I- Oct -OI DRN. HLG SKS -4 z oo rn o ; ca w uw O J Imo — W ? H O Z I- LL! j ' U 0 O N '_ W H rz o lL O Z ent By: KPFF Consulting Engineers:.. 'JAN. 10:2001" 4: 31 PM `n9' I. EXt5TINb 11000 PLATES. 1 2. EXISTIN6 114" PLATE. 5. NEW 10" WIDE x q" H161.1 x 5 16" PLATE. 4. 5/4". THRU BOLTS ®5" O. . (4 TOTAL /CONNECTION) 5. TS co1.UMN. 6. ROOF DECK. EXPIRES 10/10/o 2 602 285 1010; Jan-11-01 10 :53; CO2 295 1010;i Jan-9-01 1!"-12; NO. 6766 L PROJECT NO. 100082.2: nut mom 115 -10 PROM' BED BATH 4 BEYOND TUKWILA WA, l( • f f Efiii.++s 1100 NORTH CENTR&L AVENt4. Su1TE 1010 PHOENIX, ARIZONA 04 ROIL Ma) 164 -1 10 STEEL COLUMN T© ROOT CONNECTION Y, b/ JAN 19 2001 Page 8/9 y/w liff!it II ID DRN. Ht,G CHK. SKS -5 ent By: KPFF Consulting Engineers; Serf. -3 10, 2001 4 : 32PME^9ineers C. ' S C'. 802 285 1010; 602 2B5 1,1010; • Jan-11-01 10:54; Page 8/9 Jan -8 -o1 •`•22; NO. 6768 P. 8 /Y /s _ • , I. EXISTING WOOD PLATE. ' 2. EXISTING 1/4" PLATE. 3. NEW 1/4" PLATE x 10" LONG STEEL- GOLUMN T AT SOUTH WALL PRO C SED BATH 4 IUKWILA WA PROJECT NO. 100 EYOND —04 —o1 DRN. MLC. ROOF' -GONINEGTION A Owner's liar . x Contractor Architect x Building Dept. x Engineer Report Number: 002 Inspection Performed: Resteel Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd., Southcenter Job Number: Client: Market Contractor's Architect Contractor. Market Contractors Engineer: Inspector and Date Inspection Results R. Bogle Visual inspection of rebar for retaining wall and footings for NE corner of building lines 2.1 to 3 and between 11 -22 -00 lines 0 and P. Rebar from Birmingham Mills and 60 grade. Concrete canceled this date. Rebar as per plans • 01 1'0 ROSENAU & ASS CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 ' Toll Free:(888) OTTO-4-US Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 ' WABO Registered Agency ' A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT D two :-2c 00 -538 Reviewed by: it /R) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner i s Re x Contractor Address: 400 Strander Blvd., Southcenter Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 00 -538 I Report Number: 1 002 I Permit Number: I D a.csod - 4 Test Date Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor. Market Contractors Date: 11 -16-00 Inspector: C. Bechtold Inspected the resteel and placement at 2 footings at approx. 6.75 G to H per detail 1/A8.1. 4 footings J line 6 to 7 per 16/S3.1 south side exterior curb. Resteel is grade I 60 I , as specified, from Cascade, Birmingham Placement Data Batch Weights Supplier: Stoneway Cement (sack/type/lbs.): I /I1 470# W/C Ratio: Mix Number: 3100 Sand (lbs.): 1498# Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1913# 7/8" Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: tailgate Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.) Required psi (f c): 2,500 Water (Ibs. /•al): 28.8 gal. Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4W 59 50° 197 216171 Cast Samples: Compressive Cast Samples: Weather: I Sunny Slump Range: I Date Samples Picked Up: 111 -17 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -23-00 7 6x12 28.27 29.87# 90,510 3200 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural ` I Conforms I Does Not Conform Cooles to: ROSENAU & ASS CIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: onfonns I x I Doss Not conrcum I�/ t" I' Dom' -flit 41 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner 1,5 P in . x Contractor Architect x Building Dept. x Engineer 0 1 TO ROSENAU & AS` JCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 . Toll Free:(888) OTTO.4•US - Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 . WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT RECEIVED Report Number: 001 DE 0 7 2000 Inspection Performed: Concrete - Cancel . i UNITY Project: Bed Bath & Beyond Permit Number -0-2, 606 15 I Address: 400 Strander Blvd., Southcenter Job Number: 00- Client: Market Contractor's Architect: Contractor. Market Contractors Engineer: Inspector and Date D. Reid Concrete pour canceled. 11 -6 -00 • ._ • Inspection Results Reviewed by: 4 iZe This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner'} /ta r. x Contractor Address: 400 Strander Blvd., Southcenter Architect x Building Dept. x Engineer Inspected the rested and placement at r l �' —. Y Job Number: I 00 -538 I Report Number: I UU1 I Permit Number. %7 �2a� Project: Bed Bath & Beyond Architect Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor: Market Contractors Date: 10 -27 -00 Inspector: J. Abson Inspected the rested and placement at Slab fills at line B grid 6 to 7 at approx. line 6.2; grids A.4, A.6, B + B.2 per detail 2 on sheet S3.1 Resteel is grade I 60 I as specified, from China , Data Batch Weights Placement Supplier: Stoneway Cement (sack/typeAbs.): I/II 470# W/C Ratio: Mix Number: 5000 Sand (lbs.): 1552# Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1952# 7/8" Total Yards Placed: 5 Aggregate (size/lbs.): Placed Via: Wheelbarrow Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.)* Required psi (f c): 2,500 Water (lbs. /gal): 165# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 5 5 73° 60° 359 171638 Cast Samples: Cast Samples: Weather: I Indoors Slump Range: 1 5" Date Samples Picked Up: 110 -28.00 Comments I f•..".i....... I r 1 fl NM Conform I *Discarded • 0' � f0 ROSENAU & ASS DCIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 TeI:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: I Specimen Number 1 2 3 4* Test Date 11 -3-00 11 -25-00 11 -25-00 Field Cure Age (Days) 7 29 29 Size (In.) 6x12 6x12 6x12 Area (Sq.in.) 28.26 28.31 23.31 Weight 29.72# 29.78# 29.74# Max Load (Lbs.) 63,740 108,150 113,160 Strength (psi) 2260 3820 4000 1 Conforms I x Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform X X This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 _ RrwiuvIMELI FILL''14071WHI.. '_1£MM't..mwra„ !r.!at!mp?'.rv. ?wvmnx wrN+••: r. a�X..am..,�umR +!5xnuruc+a,�+s.ti :« a*rser._ems!r.�««f.ro^v,xwa+::mi a ti,nrn tt Fa e4s.,+cf+a»'•.•yir,�9ta?':reR Z re w U to 0 N W , u . 2 w Oi Z d: � O F- W W ' D O 0 22 w W , 0 ; ti Z ' rz 0 ~' Z 12/28/00 TSU 17:32 FAX 314 821 "13 CASCO CORPORATION or CASCO Ltd FAX COVER SHEET DATE: December 28, 2000 TIME: 5:35 PM TO: Dave Larson City of Tukwila Building Dept. FROM: Daniel M. Kirchner PHONE: (314) 821 -1100 CASCO FAX: (314) 821 -3813 or 314 - 821-4162 I RE: Bed Bath and Beyond Tukwila, WA Number of pages including cover sheet: (3) Message: Dave, Please see attached drawing and Hilti DX fastener data sheet with indicAtion circ'tr of allowable tension and shear for the X -EDNI pins installed at the mezzanipe framing per our discussion of 12/27/00 CASCO has estimated the shear loads to be 160 lbs. Wel. with in the allowable shear circled. Please review this drawing and data let me know if this would fulfill your requirements. Please let me know A.S.A.P. If you have any questions, please contact this office at your ear lest possible corn :. CC: JGG, JTM, LFD, MJP, NAR, FILE (999636) Randy Kelly Market contractors (206) 277 -2769 (206) 872 -959C Kevin Jones BBB (360) 387 -0975 THIS FACSIMILE TRANSMISSION IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY r WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED. CONFIDENTIAL, AND EXEMPT FRO vi DISCLOSURE UNDER APPLICABLE LAW. If the reader of this transmission is not the intended recipient, or the employee or agent responsible to deliver it to the Intended recipient, you are hereby notified tnat any dissemination. distribution, or copying of this communication is strictly prohibited. If you have received this communication In error, please notify us immediately by telephone and return the original transmission to us at the above address vii the U.S. Postal Service. 10877 Watson Road St. Louis, Missouri 63127 CASCO CORP lj 001 Tele: (206) f31 -3678 FAX: (206) i31 -3665 (314) 821 -110) FAX (31x. 1321 -4162 Descriptlon Fastener Type Shank Diameter in. (mm) Min. Embedment in. (mm) Hollow ':MU r Grouted MU �� 1R" (12.7mm) Mortar oiM lb (I N) 70 (.31) tee Ib(kN) 90 (.40) lb (kN) 130 (58) Ib k 150 (.67) rJoint lb shell 115 (.51) Ib kN) lb( ) lb (M) Dome Head Nail X-DNI 0.145 (3.7) 1 (25) 35 (.16) 65 (.29) 45 (.20) Dome Head Nail X -ZF 0.138/0.146 (3.5/3.7) 1 (25) 35 (.16) 65 (.29) 45 (.20) 70 (.31) 90 (.40) 125 (.56) 120 (.53) 115 (.51) Rat Head Nail X-CF 0.138 (35) 1 (25) 35 (.16) 65 (29) 45 (.20) 70 (.31) _ - - - 1/4' - 20 Threaded Stud W6 0.145 (3.7) 1 (25) 35 (.16) 65 (.29) 45 (.20) 70 (.31) 90 (.40) 130 (.58) 150 (.67) 115 (.51) Drywall X ZF22P8T 0.138 (3.5) 3 /4 (19) 30 (.13) 60 (.27) 30 (.13) 50 (.22) 75 (.33) 95 (.42) 90 (.40) 105 (.47) Heavy Duty Dome Head Nail X-ALH 0.177 (4.5) 1 (25.4) - 890 (3.96) 1100 (4.89) r - 125 (.56) 145 (.65) 175 (.78) 150 (.67) 1a /e (34.9) __ -- 490 (2.18) -- 260 (1.17) 260 (1.17) 250 (1.11) 260 (1.17 Description Fastener Type Shank Diameter in. (mm) 1/8" (3.2mm) ' 3/16' (4.8m) 1/4` ( li.4mm) 8" (9.5mm) 1R" (12.7mm) 3/4' (19.1mt Yeneion lb (kN) Shear lb (kN) Tension lb (kN) Sh r lb (N) Tension lb (kN) Shear lb (kN) Te ion lb N) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) She lb (k Dome Head Knurled Shank X -EDNI 0.145 (3.7) 110 (.49) 230 (1.02) 455 (2.02) (1.8 800 (3.56) 620 (2.76) 0 .60) 680 (3.02) 850 (3.78) 605 (2.69) 500 (2.22) 54! (2.4; 1/4' - 20 Threaded Stud Knurled Shank EW6 0.145 (3.7) _ 490 (2.18) 540 (2.40) 55 (2.45) (2.76) 550 (2,45) 665 (2.96) 540 (2,40) 640 (2.85) Heavy Duty Dome Head Nail Knurled Shank EDS 0.177 (4.5) - _ 330 (1.47) 665 (2.96) 670 (2.98) 935 (4.16) 800 (3.56) 970 (4.31) 1030 (4.58) 995 (4.43) _ w 3/8 " Threaded Stud Knurled Shank EW10 0.205 (5 2) - - 800 (3.56) 750 (3.34) 1020 (4.54) 1500 (6.67) 1150 (5.12) 1540 (6.85) 890 (3.96) 1100 (4.89) _ _ Dome Head Nail Smooth Shank X - DNI 0.145 (3.7) -- r 360 (1.60) 490 (2.18) 510 (2.27) 590 (2.62) 670 (2.98) 655 (2.91) 750 (3.34) 690 (3.07) - _ Heavy Duty Dome Head Nail Smooth Shank DS 0.177 (4.5) - _ 390 (1.73) 795 (3.54) 620 (2.76) 625 (2.78) 780 (3,47) 780 (3.47) 560 (2.49) 810 (3.60) _ - Drywall Track Nail Smooth Shank • ESD16P8T 0.145 (3. 7) "" -" 250- (1.11) 530 ' (2.36) 330 (1.47) 575 (2.56) 330 (1.47) 6211 (2.76) 270 (1.20) 480 (2.14) - Dome Head Nail Smooth Shank kV 0.138/0.145 (3.5/3,7) 140 (.62) 400 (1,77) 240 (1.07) 425 (1.89) 335 (1.49) 480 (2.14) 530 (2.36) 565 (2.51) - r _ - Knob -Head Nail Stainless Steel X•CR 0.145 (3.7) 300 (1.33) 270 (1.20) 500 (222) 450 (2.00) 570 (2.54) 480 (2.14) 560 (2.49) 5211 (2.31. •. 500 (2,22) 520 (2.31) Heavy Duty Dome Head Nail Smooth Shank X-ALH 0.145/0.177 (3,7/4.5) -- _ '� _ '^ r 640 (2.85) 74: (3.31) 680 (3.02) 990 (4.40) 290 (1.29) 68 (3.0 12/23/00 THU 17:33 FAX 314 821 '13 CASCO CORP Powder Actuated Fastening Systems DX Fastener Technical Data Allowable Loads in Concrete Masonry Units Notes: 1. Allowable values are for the fastener only; connected parts must be investigated separately. 2. Allowable values are for fasteners installed in concrete having the designated comp • essive strength at the time of installation. 3. Allowable values are based on a safety factor of 8:1. 4. Multiple fasteners are recommended for increased reliability. Allowable Loads in Steel Notes: 1. Allowable values are for the fastener only; connected parts must be Investigated separately. 2. The fastener point must penetrate thnr the steel to obtain allowable values, except as noted (see note 7). 3. Allowable values are based on a safety factor of 5:1. 4. Multiple fasteners are recommended for Increased reliability. 5. Refer to "Recommended Fastener Lengths for Steel Base Material" on page 15 foi application limits. 6. Loads based on ASTM A36 steel except X -AL -H data based on ASTM A572 Grade 50 steel, 7. Values for 3/4" steel thickness are based on penetration of 1/2 ". 22 ^ q OMR 1 lilri Product Technical Guide 1( 1 1003 41 3.2.: 12/28/00 THU 17:33 FAX 314 821 'S13 CASCO CORP ) K: \Bed Bath and Beyond\Cunstructiun Oncuments\999636 TUKWILA, WA\JUNKA71`.“Wg Thu Dec: 28 1,7: 2g: 36 2000 - ,.. • C7) I ci . I )( ,9' • w F f 12 —, 31 . / cm n • rm Cl) > 0 2: CO r :! rrl CD m (7.) _L C3 Ln rn 0 CD CO -In 2Ff CT) --I —< r - 0 C (I) C) rri C) C l) NJ C gi 002 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ K \3ea E Poot•N' Fee Note 41 :771 , E(7111111116;;UPATTITTAII 7 l0 �113� 5 17 11. -e ale 0pW� uir WOW lA tibia• at CO M IAoeine • naa wort) 7071 k f P Po i j TS FOOTG IN A ND OE Sf NIM G i c� G FRAMING WALL _1 ` P TAL DRAWING 3 unit A, w,1 TEI G9Pdd 0a9Gosae09 : 01 *Yp5001 * Jt91 @RthrgO • M/WWWW.tO Y ,ten y . * m Ns w, vnry nn•. w u w .Man. . wA1supp -3 (Ng Thu Oec 2 16: 14, ;0 2000 9 i R 1 j V sA ti tA 1 els CI C DRaWN .g O•K RC a En of Vs i F ri P RECEIV JAI` 25 200 BUILDING' DEPARTMENT @21M( 0 Ian woo AhAO !1.W L 11V•l171 mar MmAtt111 I Cavia8btC 1 : 1 NINIANSW :MOMOH1WOaJ 90 00 ee -D3c Q • cC H D 00 CD 0 J CO W c W O . G Q a LL co d � Z . I- O W W 0 O - 0 I- W H I= W Z = : 0 1-- z FROM : OTTO R'OSENAU IMO OTTO ROSENAU & ASSOCIATES, INC • Construction Inspection & Material Testing 13747 M.1.143n. Way South, Sol* Wothington 9611114216 USA • Tel: (206)72(141W • ToU Fro: MS) OTTO•44,16 • Fos: 6306)72:1•2721 YAM WIF5913914 • WAIN) ROW*, Agony • MA Accrulltod liborstory • Webs* otow.olotoosoats.com Fax Randy ComPail)/: Market Contractors Fs= 253-872-0590 Phone: Re: Bed Bath & Beyond — Final Fermit # D2000-204 2 I Comments OK? FAX NO. : 2067232221 Feb. 26 2001 02:15PM P1 From: Jeanne Pages: 4 DM= 212e401 0 Urgent Review 0 Please Comment 0 Please Reply This transmittal is intended for the Individual/agency so named and may contain proprietary or other information confidential in nature. If you received this transmittal in error, or if the delivery of this document to the individual/agency so named is in error, please destroy this document In Its entirety and notify the sender immediately. FROM : OTTO ROSENAU ilenn OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(208) 723-2221 • Website: www,otforosenau.com WBE W2F5913684 • WA80 Registered Agency • A2LA Accredited Laboratory 26 February 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Bed Bath & Beyond Address: 400 Strandar Blvd. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Structural steel erection /welds & bolts 4. Epoxy grouting 5. Fireproofing (to industry standards) 6. Masonry infill Sincerely, OTTO ROSENAIJ & ASSOCIATES, INC. "lianne L. P Report Manager JLP /jp Enclosures ce & fax c: Market Contractors FAX NO. : 2067232221 Feb, 26 2901 02:15PM P2 AmemmenmeiNt Permit Num Job Number: 0 M 6C_ x Prnlect Menage x Contractor Architect x Building Dept. x Engineer x Regency FROM : OTTO ROSENAU Report Number: 011 Inspection Performed: Epoxy Grouting, Structural Steel ErectionNVelds, Nailing, Final Walk -Thru Permit Number D2000.204 Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd.. Southcenter Job Number: 00-538 Client: Market Contractor's Architect: Contractor: Market Contractors Engineer: KPFF Inspector and Date R. Hardy 2 -22 -01 OTTO ROSENAU & ASSOCIATES, INC, Construction inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725 -4600 ' Toll Free:(888) OTTO.4 -US ' Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 ' WA80 Registered Agency ' A2LA Accredited Laboratory Permit Number 02000 -204 CONSTRUCTION INSPECTION REPORT R. Hardy Permit Number D2000 -204 2 -23 -01 Performed visual inspection on the following: to: FAX NO. : 2067232221 Feb. 26 2001 02:16PM P3 Inspection Results Performed visual inspection of welding on the following: 1. Retrofit existing canopy, grid 7/8 to F. 2. Parapet lateral support, grid A/6.2 to 6.8. 3. Main entrance canopy, grid 7/F to H. Typical welds channel to channel, channel to angle brace to angle to channel, rod and clevis angle to clips, clips to channel, tube steel beams to column, tube steel beam to tube steel beam. All welds acceptable as per AWS D1.1 -2000. Reference details SKS-2 dated 1 -09-01 KPFF (01 A.5). WABO certified welder. Tom Donohoe (exp. OfOCT01, 446506 DOUD) Conforms Epoxy anchor grouting: gads G & 7, canopy plate to existing column W diameter x 8° threaded rod. Holes inspected prior to placement for depth, cleanliness and position. Epoxy placed was Simpson Strong Tie ICBO ER #4945. Method of placement in accordance with Manufacturer's recommendation and procedures. Nailing: Plywood roof for canopy lateral support at grids 71F to H and A/6 to 7. Screwed with #14 at 6' on edge and 12" In field. Welding: In process welding of dips and seats for canopy west entrance at grid A/6 to 7. AU welds acceptable as per AWS 01.1.2000. Non - conformance items: Two holes on canopy plate at G & 7 were not drilled to proper depth. Resteel in way; will be redrilled. Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rasenau & Associates, Inc. Reproduction cf this repot, evoept in full, without written permission from our firm is strictly prohibited. Page 1 of 2 • FROM : OTTO ROSENAU FAX NO. : 2067232221 Job Norma: Bed Bath & Beyond JOb No.: 00.33!! Report No.: 01 Feb. 26 2001 02:16PM P4 Conforms Except As Noted R. Hardy Permit Number D2000 -204 2 -26 -01 Final Structural Inspection: Performed visual inspection on the following: Welding — grids A/6 to 7, 7/A to 13: 1. Retrofit existing canopy. 2. West entrance canopy Typical connections: tube steel supports to tube steel beam, clips to rod and clevis supports, channel to angle, channel to channel, angle to canopy supports. All welds acceptable as per AWS D1.1 -2000. WABO certified welders: Larry Bluhm (48 0036 BUJ) and Tom Donohoe (44 6506 DOUD). Otto Rosenau & Associates, Inc. CONSTRUCTION INSPECTION AND MAMMAL TESTING Epoxy Anchor Grouting.— grids G & 7: Canopy plate to existing CIP columns. 2 each 3 /," diameter x 8" threaded rod placed. Holes inspected prior to placement for depth, cleanliness and position. Simpson Strong Tie gel placed (ICBO ER/I 4945). Method of placement in accordance to Manufacturer's recommendations and procedures. All structural inspections are complete and acceptable. Conforms Thls report applies Only to the items tested or reported and is the exclusive property of Otto Rosenau & Associate, Ino. Reproduction of this report, syceapt in full, without written permission from our firm is strictly prohibited. Page 2 of 2 .:: :K.w; � 01 10 ROSENAU & ASS(�IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT /0 24 Report Number: 004 Inspection Performed: Project: Address: Client: Contractor. Inspector and Date N. Plouffe 12 -7 -00 G. Macomb 12 -11 -00 D. Helgeson 12 -14 -00 Copies to: Structural Steel Erection/Welds, Epoxy Grouting Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors Permit Number: Job Number: Architect: Engineer: Inspection Results 00 -538 On site at contractors request to inspect welding grid J /6-7, ref. KPFF fax from 11 -17 -00 as to 2 1.4 "x5 /8xCont. Plate welded to W beam at lintel pattern 1 /4 intermittent fillet welds staggered on 4-12 pitch. Upon arrival work not complete. I checked welders card for WABO compliance and reviewed documents. Welder using 7100 Ultra shield wire from ESAB with Blue shield 8 WABO welder Ronald A. Jones, exp. 10 -1 -01, #84- 3995 -JON. Also need detail from engineer as to proposed plate for roll up door placement and welding requirements. Welds need to be checked visually on next visit as well as NCR item. Continued field weld inspection from 12 -7 -00 O.R.A. visit on J line W16 beam section lintel. Field welds of 5/8" continuity plate to bottom of top flange were visually inspected. The welds were acceptable except as noted below: *South beam west side had 5/8" plate on top of flange not at underside of top per revised detail 10/S3.1 Need to have a bearing plate at top of beam for CMU welded 3/16 2 at 8" both sides per the 10/S3.1 revised detail from KPFF. On site for epoxy #5 bar installation. Areas inspected are as follows: along 7 line C -line to D -line and D -line to E -line. Inspected to detail 10/S3.2 approved plans contractor needs 8" min. depth at top of tilt up panels and 5" min. depth at columns. I witnessed holes drilled, cleaned and #5 bar installed with exception of top of tilt up from D -line to E -line due to contractor was only able to achieve a 4 "depth due to what appears to be resteel horz. Obstructing drilling process. Now awaiting word from engineer for acceptance of 4" depth in this area. Epoxy type used Hi -Tech structural Gel Fast ICBO#5424. Reviewed by: /f% 1YL1<L�/tGJ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 RECEIVED CITY OF TUKWILA JAN 1 0 2001 PERMIT CENTER Owner x. Contractor x Architect x Building Dept. x Engineer 01 10 ROSENAU & ASS(�IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT /0 24 Report Number: 004 Inspection Performed: Project: Address: Client: Contractor. Inspector and Date N. Plouffe 12 -7 -00 G. Macomb 12 -11 -00 D. Helgeson 12 -14 -00 Copies to: Structural Steel Erection/Welds, Epoxy Grouting Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors Permit Number: Job Number: Architect: Engineer: Inspection Results 00 -538 On site at contractors request to inspect welding grid J /6-7, ref. KPFF fax from 11 -17 -00 as to 2 1.4 "x5 /8xCont. Plate welded to W beam at lintel pattern 1 /4 intermittent fillet welds staggered on 4-12 pitch. Upon arrival work not complete. I checked welders card for WABO compliance and reviewed documents. Welder using 7100 Ultra shield wire from ESAB with Blue shield 8 WABO welder Ronald A. Jones, exp. 10 -1 -01, #84- 3995 -JON. Also need detail from engineer as to proposed plate for roll up door placement and welding requirements. Welds need to be checked visually on next visit as well as NCR item. Continued field weld inspection from 12 -7 -00 O.R.A. visit on J line W16 beam section lintel. Field welds of 5/8" continuity plate to bottom of top flange were visually inspected. The welds were acceptable except as noted below: *South beam west side had 5/8" plate on top of flange not at underside of top per revised detail 10/S3.1 Need to have a bearing plate at top of beam for CMU welded 3/16 2 at 8" both sides per the 10/S3.1 revised detail from KPFF. On site for epoxy #5 bar installation. Areas inspected are as follows: along 7 line C -line to D -line and D -line to E -line. Inspected to detail 10/S3.2 approved plans contractor needs 8" min. depth at top of tilt up panels and 5" min. depth at columns. I witnessed holes drilled, cleaned and #5 bar installed with exception of top of tilt up from D -line to E -line due to contractor was only able to achieve a 4 "depth due to what appears to be resteel horz. Obstructing drilling process. Now awaiting word from engineer for acceptance of 4" depth in this area. Epoxy type used Hi -Tech structural Gel Fast ICBO#5424. Reviewed by: /f% 1YL1<L�/tGJ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 RECEIVED CITY OF TUKWILA JAN 1 0 2001 PERMIT CENTER x Project Manager x Contractor Architect x Building Dept. x Engineer OT t0 ROSENAU &ASSCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 005 Inspection Performed: Epoxy Grouting Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd., Southcenter Job Number: Client: Market Contractor's Architect: Contractor: Market Contractors Engineer: Inspector and Date Inspection Results N. Plouffe On site to inspect epoxy application as per 10/S3.2, grid 71C -E & grid 7 /H -K. Reference our report of 12 -14-00 12 -15-00 (D. Helgeson). There are locations where resteel in existing concrete wall prohibit 8" embed of #5 vertical dowels. Verbal OK from Engineer to install at 4" embed with two by the number of dowels. This is the case at grid 71C -E throughout and H -K as needed. Horizontal resteel #5 at 18" long to 5" embed OK. Paperwork from Engineer for embed depth remedy in route to site. Contractor used Hi -Tech Structural Gel Fast ICBO #5424. A. Novikoff Inspection of epoxy grouting canceled without notice. 12 -18-00 Reviewed by: 00 -538 # /.;7/ Ag' ,1 / 41.er,a This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 IL01 .v x Contractor Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with Resteel is grade I 60 I as specified, from 1 11 -23-00 Batch Weights 7 6x12 28.27 29.87# 90,510 3200 ASTM C39 X 2 12 -14-00 Placed Via: tailgate 28 6x12 28.29 29.97# 159,070 5620 ASTM C 78 3 12 -14-00 Yards 28 6x12 28.29 29.87# 156,640 5540 ASTM C 109/109M 1-4 4* 4 Y]" 59° 50° 197 216171 Cast Samples: Cast Samples: Compressive X Weather: j Sunny Slump Range: 1 Date Samples Picked Up: 111 -17 -00 Comments Flexural i ennferms 1 x Does Not Conform Job Number: I 00 -538 1 Report Number: i uuc i r i•..e,,.,. , Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 00 -538 1 Report Number: i uuc i r i•..e,,.,. , Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor: Market Contractors Date: 11 -16-00 Inspector: C. Bechtold Inspected the resteel and placement at 2 footings at approx. 6.75 G to H per detail 1/A8.1. 4 footings J line 6 to 7 per 16/S3.1 south side exterior curb. Resteel is grade I 60 I as specified, from Cascade, Birmingham , Placement Data Batch Weights Supplier: Stoneway Mix Number: 3100 Cement (sack/type/lbs.): 1 /11 470# Sand (lbs.): 1498# W/C Ratio: Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1913# 7/8" Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: tailgate Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.)* Required psi (ft): 2,500 Water (lbs. /gal): 28.8 Rai. Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4 Y]" 59° 50° 197 216171 Cast Samples: Cast Samples: Weather: j Sunny Slump Range: 1 Date Samples Picked Up: 111 -17 -00 Comments 1 e.111f•1.n■ 1 X 1 Does Not Conform 1 01 .'0 ROSENAU & ASS' CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory *Discarded • CONCRETE REPORT • Reviewed by: e tip // / r.7--. y This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 c� N G ' w W H (a IL. W } 0 ca J. u_ a 2 F- 0 uj U 0 co O WW = V ` I I 0 U co Z Job Number: 1 00 -538 1 Report Number: 1 003 1 Permit Number: 1 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 00 -538 1 Report Number: 1 003 1 Permit Number: 1 Test Date Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contrador. Market Contractors Date: 11 -27 -00 Inspector: D. Reid Inspected the resteel and placement at Retaining wall and footing steel at NE corner and (3) exterior footing pads at north end per engineer approved plans and RFI's to be faxed to O.R.A. Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Glacier Cement (sack/type/lbs.): I /11 399# W/C Ratio: Mix Number: 1944 Sand (lbs.): 1595# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1840# 3 4" 46.6 oz. Gilco Total Yards Placed: 9 Aggregate (size/lbs.): 127,220 Placed Via: chute Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.): 69# Required psi (f'c): 3000 Water (Ibs. /qal): 148.6# 28.29 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 5' 62° 48° 097 220285 Cast Samples: Compressive Cast Samples: - Weather: 1 Clear Slump Range: 1 5" Date Samples Picked Up: 1 11 -28-00 Comments Upon inspection of retaining wall and footing steel at NE corner, found 40 grade steel. Contractor (Howard) got verbal ok from engineer (Rossia) to use 40 grade. Also verbal ok on mix design from engineer pending 3000 psi at 28 days. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -4-00 7 6x12 28.33 29.79# 92,350 3260 ASTM C39 X 2 12 -25-00 28 6x12 28.29 29.81# 127,220 4500 ASTM C 78 3 12 -25-00 28 6x12 28.29 29.90# 126,940 4490 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms 1 x Does Not Conform • 01 10 ROSENAU & ASSC 3IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) 070.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 ' WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT *Discarded Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 ,J MMW^ °"9.v��1tNHb }F li J ~ W 0 '. g -J LL 1 - Z I— 0 . Z t III al U 0 , 0 I-- W uj Z U. CU Z : F - O~ Z Specimen Number Test Date Field Cure Age (Days) Size (In.) . Area IL (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -18-00 7 6x12 28.27 30.00# 130,560 4620 ASTM C39 X Sand (lbs.): 1451# A Admixtures (specify) Max Slump Allowed: 5" A Aggregate (size/lbs.): 1850# %" 1 16.5 oz. Gilco Total Yards Placed: 15 A Aggregate (size/lbs.): Placed Via: Wheel barrow A ASTM C 78 Vibrated: Yes F Fly Ash (lbs.) Required psi (f c): 3000 W Water (lbs./gal): 14267# Sample Data Y Yards S ASTM C 109/109M Air C Concrete A Ambient T Truck T Ticket Cast Samples: 1 1-4 1 1 4 4'A" 5 51° 4 45° 2 212 2 221455 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 Interior Slump Range: 1 4" ± 1" Date Samples Picked Up: 1 12 -12 -00 Comments Slab on grade grids N.5 to 0/2.1 to 3 -new slab to existing slab. Column and base plate at grid 0 and 3 was backfilled with subgrade material for about 4' to bottom of new slab. This is not in compliance and engineer of record will issue a change notice. Notified contractor of cold weather protection. 1 ^- -a ---- I D o 1 r...s....... 1 firma Nn+ ennfnnm r Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at R Job Number: 1 00 -538 1 Report Number: 1 004 1 rermn rvumoer: 1 Project: Bed Bath & Beyond A Architect: 400 Strander Blvd., Southcenter E Engineer: _Address: 4 Contractor. Market Contractors Date: 12 -11 -00 I Inspector: R. Hardy /G. Macomb Inspected the resteel and placement at R Resteel epoxied anchor grouted with Hi Tech Gel, ICBO ER#5424. Holes inspected prior to placement for depth, deanliness and position. Method of placement in accordance with manufacturers recommendations and procedures. Resteel is grade 1 60 1 , as specified, from B Birmingham Placement Data B Batch Weights Supplier: Glacier C Cement (saddtypellbs.): I /11 517# W W/C Ratio: 0.514 Mix Number: 3200 S Sand (lbs.): 1451# A Admixtures (specify) Max Slump Allowed: 5" A Aggregate (size/lbs.): 1850# %" 1 16.5 oz. Gilco Total Yards Placed: 15 A Aggregate (size/lbs.): Placed Via: Wheel barrow A Aggregate (size/lbs.): Vibrated: Yes F Fly Ash (lbs.) Required psi (f c): 3000 W Water (lbs./gal): 14267# Sample Data Y Yards S Slump C Air C Concrete A Ambient T Truck T Ticket Cast Samples: 1 1-4 1 1 4 4'A" 5 51° 4 45° 2 212 2 221455 Cast Samples: Cast Samples: Weather: 1 Interior Slump Range: 1 4" ± 1" Date Samples Picked Up: 1 12 -12 -00 Comments Slab on grade grids N.5 to 0/2.1 to 3 -new slab to existing slab. Column and base plate at grid 0 and 3 was backfilled with subgrade material for about 4' to bottom of new slab. This is not in compliance and engineer of record will issue a change notice. Notified contractor of cold weather protection. 1 ^- -a ---- I D o • 0'i 1 ROSENAU & ASS CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • AWN Accredited Laboratory CONCRETE REPORT Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of ! +R�xr,.o4R+t'R�'. ,4W, :'.^ �RwF? '7CwFiC`:R.'�tigpr,.wstiaa➢^> rear. �.:,, y- y�. R . si ? ' *n...wrx�rm.?vf:�w�nsmrw.-. 26 February 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Bed Bath & Beyond Address: 400 Strander Blvd. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Structural steel erection/welds & bolts 4. Epoxy grouting 5. Fireproofing (to industry standards) 6. Masonry infill Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Report Manager JLP /jp Enclosures cc & fax c: Market Contractors 0 - 1 10 ROSENAU & ASS 'CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Permit Number 1 D2d00 2 04s Job Number: 00 -538 RECEIVED FEB 2 8 2001 COMMUNITY DEVELOPMENT r x pro ject Manager x Contractor Architect x Building Dept. x Engineer Report Number: 010 Inspection Performed: Epoxy Grouting, Structural Steel ErectionlWelds Project: Bed Bath & Beyond Permit Number: " w Address: 400 Strander Blvd., Southcenter Job Number: 00 -538 U Client: Market Contractor's Architect: 0 0 Contractor: Market Contractors Engineer: N 0' Inspector and Date 01, 0 ROSENAU & ASSC ;;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Inspection Results R. Hardy Performed visual inspection of the following: grid 7/F to H; parapet Lateral support; typical connections: C w 0, 2 -16-01 12x30 continuous with 3 #12 Tec screws at each stud; 3x5x1/4 angle to 8x8x1/4 tube steel beam and clips to 2 ?* tube steel beam and channel 4x4x1/4. IL J D tight 8 each 18 gauge straps vertical with #12 Tec screws; all A307 bolts in snug g ht condition. All welds as per cn O AWS D1.1.2000. Reference detail SKs -1 dated 1 -4-01, Nick H. Fett, KPFF Engineers. Certified WABO welder I W ', Larry E. Bluhm, exp. 4 -1 -01, #48- 0036 -BLU. Z , R. Hardy Performed visual inspection of epoxy anchor grouting on the following: panel /column retrofit, grid G and 1. #3 2 -20-01 horizontal at 18' on center with 4' embedment; (2 each) #5 vertical at 6' embedment. Holes inspected prior to placement for depth, cleanliness and position. Epoxy placed Simpson strong tie, ICBO ER#4945. Method of placement in accordance with manufacturers recommendations and procedures. Resteel is type S, grade 60; Mill source: Birmingham and Mexico. Performed visual inspection on the following: Epoxy anchor grouting: grid Alb to 7; canopy plate and tube steel assembly, 4 each holes inspected prior to placement for depth, cleanliness and position. % diam. threaded rod placed with Wejit anchor by Stahl method of placement in accordance with manufacturers recommendations and procedures. Welding: retrofit existing canopy grid 7/H5 to P typical connections rod and clevis to clips, plate to channel and plate to angle, stiffner to channel to angle channel to channel. All welds acceptable as per AWS D1.1 -2000 • Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 RECE ED FL3 23 '2001 BUILDING DEPARTMENT ' � LL' E-0 Z1 w Lu U 0 0 I— w W `. t— V ` LL lij W ,. O x Project Manager x Contractor Architect x Building Dept. x Engineer x Regency Project: Address: Client: Contractor: Inspector and Date R. Hardy 2 -22 -01 R. Hardy 2 -23-01 01 10 ROSENAU & ASSN: CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 011 Inspection Performed: Epoxy Grouting, Structural Steel ErectionlWelds, Nailing, Final Walk -Thru Permit Number D2000 -204 Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors Permit Num4Lit 2 Permit Number: Job Number: Architect: Engineer: Inspection Results Performed visual inspection of welding on the following: 1. Retrofit existing canopy, grid 7/B to F. 2. Parapet lateral support, grid N6.2 to 6.8. 3. Main entrance canopy, grid 7/F to H. 00-538 KPFF Typical welds channel to channel, channel to angle brace to angle to channel, ro to channel, tube steel beams to column, tube steel beam to tube steel beam. All welds acceptable as per AWS D1.1 -2000. Reference details SKS -2 dated 1 WABO certified welder: Tom Donohoe (exp. 01OCT01, 44 6506 DOUD) Conforms Permit Number D2000 -204 Reviewed by d and clevis angle to clips, clips -09-01 KPFF (01 A.5). B n:o BUltrr L) NG DEPARTMENT Performed visual inspection on the following: Epoxy anchor grouting: grids G & 7, canopy plate to existing column %" diameter x 8" threaded rod. Holes inspected prior to placement for depth, cleanliness and position. Epoxy placed was Simpson Strong Tie ICBO ER #4945. Method of placement in accordance with Manufacturer's recommendation and procedures. Nailing: Plywood roof for canopy lateral support at grids 7/F to H and N6 to 7. Screwed with #14 at 6" on edge and 12" in field. Welding: In process welding of clips and seats for canopy west entrance at grid N6 to 7. All welds acceptable as per AWS D1.1 -2000. Non - conformance items: Two holes on canopy plate at G & 7 were not drilled to proper depth. Rested in way; will be redrilled. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 2 Job Name: Bed Bath & Beyond Job No.: 00-538 Report No.: 011 Conforms Otto Rosenau & Associates, Inc. CONSTRUCTION INSPECTION AND MATERIAL TESTING Conforms Except As Noted R. Hardy Permit Num„ x „ .e' 2 -2 &01 Final Structural Inspection: Performed visual inspection on the following: Welding — grids A/6 to 7, 7/A to B: 1. Retrofit existing canopy. 2. West entrance canopy Typical connections: tube steel supports to tube steel beam, clips to rod and clevis supports, channel to angle, channel to channel, angle to canopy supports. All welds acceptable as per AWS D1.1 -2000. WABO certified welders: Larry Bluhm (48 0036 BLU) and Tom Donohoe (44 6506 DOUD). Epoxy Anchor Grouting — grids G & 7: Canopy plate to existing CIP columns. 2 each' " diameter x 8" threaded rod placed. Holes inspected prior to placement for depth, cleanliness and position. Simpson Strong Tie gel placed (ICBO ER# 4945). Method of placement in accordance to Manufacturer's recommendations and procedures. All structural inspections are complete and acceptable. uk_ RECEIVED FEB 2 8 2001 BUILDING DEPARTMENT This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 2 of 2 Me Owner x xl Contractor Architect Building Dept. Engineer • ar, 0"' 10 ROSENAU & ASS,_ CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: 1 00 -538 1 Report Number: 1 008 1 Permit Number: 1 Project: Bed Bath & Beyond Address: 400 Strander Blvd., Southcenter Client: Market Contractors Date: . 1 -19-01 Supplier: Cadman Mix Number: 501080 Max Slump Allowed: 5" Total Yards Placed: 5 Placed Via: chute Vibrated: Yes Required psi (f'c): 3000 Sample Data Cast Samples: Cast Samples: Cast Samples: 1-4 Weather: 1 Clearing Date Samples Picked Up: 1 1 -22-01 Yards 5 Architect Engineer. Contractor: Market Contractors Inspector: R. Bogle Inspected the resteel and placement at 1 Truck loading dock footings at NE comer of existing building. Rebar as per approved plans Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Cement (sack/type/lbs.): I/I I 4001E Sand (lbs.): 1469# Aggregate (size/lbs.): 1140#'/: Aggregate (size/lbs.): 304#'/: Aggregate (size/lbs.): 456# W Fly Ash (lbs.): 70# Water (lbs. /gal): 270# . Air Content Slump 5 Concrete Temp 70° W/C Ratio: Admixtures (specify) Ambient Temp 41° Truck No. 221 Ticket No. 190898 1 Slump Range: 1 4 " -5" Comments Confomns 1 x 1 Does Not Conform 1 TEST RESULTS Specimen Number 1 2 3 4 Test Date 1 -26-01 2 -12 -01 2 -16-01 2 -16-01 Field Cure Age (Days) 7 24 28 28 Size (In.) 6x12 6x12 6x12 6x12 Area (Sq.In.) 28.32 28.29 28.32 28.32 Weight 29.60# 28.58# _29.71# 29.78# Max Load (Lbs.) 72,730 118,230 117,890 113,560 Strength (psi) 2570 4180 4160 4010 Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Conforms 1 x Does Not Conform X X RECENED FEB 28 2001 \ Oir BUILDING 1 Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 2 QQ � V O to W= J W0 J H LU ZF- 1-0 Z1- iu U 0 N' 13 I- W W' H r . U. O • Z 0 = : o Z x Project Manager x Contractor Architect x Building Dept. x Engineer 01 10 ROSENAU & ASSC ,IATES INC., Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com D2ab 2" Inspector and Date R. Schaefer 1 -18 -01 • WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 008 Inspection Performed: Epoxy Grouting, Structural Steel Erection/Welds, Resteel, Fireproofing Project: Bed Bath & Beyond Permit Number: cC 111 Address: 400 Strander Blvd., Southcenter Job Number: 00-538 Client: Market Contractor's Architect: U O Contractor: Market Contractors Engineer: N 0 w w LLQ N d: I I- - _ ` . Z �! ZF- ', 0 I- a. w W O f , t1 z . Inspection Results At contractors request arrived at site to perform visual weld inspections of the exterior awning (small) brackets at the southeast section of the building; Mr. Richard W. Douvier, #54- 7359 -DOU, exp. 4 -1 -01, is the certified welder of record. The previously welded and inspected awning brackets are to be revised. Removal not yet begun. Spoke with contractor and re- scheduled inspection for tomorrow morning. At the two roll up doors, in center of building south end; the contractor requested thickness readings of the fireproofing which has already been applied. Requested, from contractor, the UL paper work which thickness required. Performed thickness readings at all 3 columns and the over door web /beam, per ASTM requirements average of column SFRM is 2' /e ". Beam is 1'h ". More information required to state if conforms or not. B. Robertson On site to perform welding inspection at column canopy brackets at main door. Work conforms to approved 1 -19 -01 drawings and AWS D1.1. Welding personnel is consistent and has not changed. Also on site to perform spray applied fireproofing inspection at column line L. Thickness appears to be thicker than industry standards. Please see attached thickness data. Conforms R. Bogle Visual inspection of rebar for loading dock on NE corner of project. Rebar 60 grade from Cascade Mills for 1 -23 -01 walls. Also visually inspected epoxy grouting of dowels for same loading dock. Visualy watched hole being blown clean before epoxying started. Holes dean and dry and proper depth. Epoxy Epcon (G5) applied to holes after brushing of holes. Holes 6" in depth. Work as per approved plans. Conforms R. Hardy Performed visual inspection on the following: frame for store front; grids A/4 to 6, 7/A5 to C, 7/E to H. Welding 1 -24-01 and bolting: dips to tube steel mechanical supports to T.S. beams, tube steel beams /new and existing columns; existing top plate on tube steel columns to new bent plate; dips to existing tube steel column. Wide flange beams connected to clips with A307 bolts. Bolts in snug tight condition except at grids 7/A to C. No fasteners in new bent plate to existing beam. NOTE: *3 dips were welded to W.F. beams; 3 bolted point per clip verses 2 on plans 10/S3.2; holes not slotted as per 10/S3.2. Will need engineering changes. Grid 7/A to L All welds acceptable as per AWS D1.1.2000. Epoxy anchor grouting of'/. diam. all thread x 8" with Rawl Chem Stud Anchors top and middle of wall. Holes inspected for depth, cleanliness and position. Method of placement in accordance to manufacturers recommendations and procedures. Conforms e ept as noted. Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproducti , is report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 RECEIVED FEB 2 2 2001 COMMVMUNITY DEVELOPMENT q,,,Imfir.eWP" x rt'rm• rws+ ee erifret Ae+ et�nw.`. �Yw .0.+nw+w.a..r.�...- ,....a._...s Job Name: Bed Bath 8 Beyond Job No.: 00-538 Report No.: 008 R. Hardy Performed visual inspection of anchor bolts' /." diam. all thread x 2" long at 32" on center tied to reinforcing 1 -24-01 steel and grouted in at top 8" as per revised plans 7/S1, 1 -23-01 and 8 /S1; grid 2.1 /M to N, 1/J to K, 1/E to F, 1/C to D. Conforms R. Hardy MASONRY: grid 7 infill 6" CMU were placed without special inspection. City of Tukwila wants a letter from 1 -26-01 engineer that wall infills are per plan. Engineering (KPFF Phoenix) wants a letter that O.R.A. testing agrees with plans. NDT testing will be performed. Please see attached. Does not conform Performed visual re- inspection of 9 bolted connections on grid 7 /A5 to C. The A307 connections are in snug tight condition as per AISC 9 Edition. Conforms B. Robertson On site to perform pachometer testing at masonry infill line 7/H to N.5. Reinforcement was found at 4 foot 1 -30-01 intervals vertically in masonry infill over length of section. Horizontal reinforcement was detected at top and bottom of section. Work appears to be consistent with approved plans and specifications. Conforms R. Hardy Performed visual inspection on the following: 1 -31-01 1. Grid 7/A to C and N5 to 6. Welding of clips to new wide flange as per engineering change notice dated 1- 31-01 KPFF Engineers. NI welds acceptable. 2. Epoxy anchor grouting of threaded rod %" diam. into existing CIP wall at grid A to B and 7. Epoxy placed is high tech ICBO ER#5424. Holes inspected prior to placement for size, depth and cleanliness. Method of placement in accordance with manufacturers recommendations and procedures. Conforms R. Hardy Performed visual inspection of welding on the following: 8 "x9 "x112" plate to tube steel for canopy hangers (3 2 -1 -01 each). All welds acceptable as per AWS DI.1.2000. Certified WABO welder: Richard Douvier, exp. 4 -1 -01, #54- 7359-DOU. Performed visual inspection of epoxy anchor grouting of canopy plates to wall at grid 7/A to C. Holes inspected prior to placement for depth, deanliness, and position. Product placed Stahl Wen -It capsules, method of placement in accordance with manufacturers recommendations and procedures. % dia, threaded rod x T embed, Conforms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 2 of 2 Otto Rosenau & Associates, Inc. CONSTRUCTION INSPECTION AND MATERIAL TESTING ..,eaum.,,,y`bs+a t "Y mmfts.4wvt7bd 4molm *mw!eronr;, •,,•a*n..w,+- ...T,,.,« .... ............. n ,,.�. n ,w UQ N to tit co w w0 2 j J` u. a. UJ 2 0 D O cn O t—+ 111 u U. r- 0 III 0) PAGE OF 01 . J ROSENAU & ASSOCIATE!' 'NC- 6747 M.L. King Way S., Seattle, WA 96118 723-2221 Phone (206) 7254600 or 1-(888)-0TTO -s-US (688 -6487) - Fas (206) J, PERMIT0: .• 3 1 3 Location ditg. ovaries S©i u - isNr PROJECT:_ ADDRESS: CLIENT: KIPPP CONTRACTOR: ARCHITECT : G DATE: /-1— C1 eJ/ MSPECTOR:J, .43aegA - 4-ei _JA 1 Z FIREPROOFING THICKNESS DATA P16 PRlH,dR d dezy 34 s'E e4J. ? /!QC'8F4 / pG /'X. cotaf1N Oe2 cc�tt/ iYR.2 6"Q Data Sheet for Thickness of Material on Beam of Column litttittt: I 11111111 II11111111 mullet; 4 5 6 t 9 10 it 413 41 3 12 Pass Fail Vett Required Thickness re. $ ' N W wO g Q co g 11J w D, O 1— W uJ u. cu U y F- 1 -,, 0 ) Weg:44..rx l r z 2.64 /o Mraidar Cr?*.t zoc, 459c0ii/ C t r`1 roei.g.) (C v9 4 5L sea This Sketch is intended to be a conceptual aid. GLY Construction is not a design professional and assumes no design liability from the information contained herein. f cm 0 ,..,... ,.`` L- I sI SCALE 3 o 09 M GALL LANDAU YOUNG CONSTRUCTION COMPANY, INC: JOB ps'r4 d LI'l t'7 TITLE 'DWG. NO. 1DWG. BY: x Project Manager x Contractor Architect x Building Dept. x Engineer Report Number: 009 Inspection Performed: Epoxy Grouting, Structural Steel ErectionlWelds Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd., Southcenter Job Number: Client: Market Contractor's Architect: Contractor: Market Contractors Engineer: Inspector and Date 01 .0 ROSENAU & ASSC.JIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 Toll Free:(888) OTTO.4•US Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 ' WABO Registered Agency ' A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Inspection Results 00-538 R. Hardy Performed visual inspection on the following: 2 -7 -01 1. Epoxy anchor grouting; grid 7/A to D, top row tube steel with plate for canopy. Holes inspected prior to placement of 3 /4" diam. threaded rod for depth, deanliness and position. Product placed Stahl Wejit Capsul, method of placement in accordance to manufacturers recommendations and procedures. 2. Welding grid 7 parapet lateral support assembly welds clip to 8x8x112x2A tube steel and tube steel to roof base plate. 8x18.75 channel bolted in snug tight position with A307 bolts. Clips for canopy plates. All welds acceptable as per AWS D1.1.2000; reference detail SK5-1 dated 1-9-01; Nick H. Felt, KPFF Engineers. WABO welder Richard Douver, exp. 4 -1 -01, #54-7359 -DOU. Conforms Reviewed by: ��,:' e rae/ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 I Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -11 -01 7 6x12 28.29 29.84# 131,940 4660 ASTM C39 X 2 2 -1 -01 Max Slump Allowed: 5" 28 6x12 28.32 29.74# 179,320 _ 6330 _ ASTM C 78 _ 3 2 -1 -01 28 6x12 28.32 — 29.69# _ 172,520 6090 ASTM C 109/109M 4* Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 3 4" 58° 55 7207 241862 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 Clouding over -rain 1 Slump Range: 1 Date Samples Picked Up: 1 1 -5-01 Comments 1 n....s......" I .. I rinaa IJnf Cnnfneni 1 1 n...s......" 1 .. Musa Wnt Cnninrm r Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 00 -538 1 Report Number: 1 oob 1 remit rvumuer: 1 Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor. Market Contractors Date: 1-4 -01 Inspector: D. Johnston Inspected the resteel and placement at In foundation infills at south wall for new columns. An engineer of record stamped detail was on site and rebar placed accordingly. The Tukwila Building official was called per his inspection record dated 1 -4 -01. Resteel is grade 1 60 1 , as specified, from Cascade Placement Data Batch Weights Supplier: Glacier Cement (sack/type/lbs.): I /II 517# W/C Ratio: Mix Number. 3200 Sand (lbs.): 1451# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1850# %" Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: Tailgate Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.) Required psi (f'c): 3000 Water (lbs. /gal): 267# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 3 4" 58° 55 7207 241862 Cast Samples: Cast Samples: Weather: 1 Clouding over -rain 1 Slump Range: 1 Date Samples Picked Up: 1 1 -5-01 Comments 1 n....s......" I .. I rinaa IJnf Cnnfneni 1 *Discarded 0 10 ROSENAU & ASS' CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: g;3; �e r�tf This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 0 to N W (A 11 W Oi u) F W Z H O Z 2 U ON O W Li- _ O. uj z, 0 Z Job Number: 1 00 -538 1 Report Number: 1 UM 1 rermr Numoer: i Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 00 -538 1 Report Number: 1 UM 1 rermr Numoer: i Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor: Market Contractors Date: 1 -8 -01 Inspector: R. Hardy Inspected the resteel and placement at 1)retaining wall west entrance grid A/6 to 7 ref. detail A -10 enigneering change dated 1 -8- 01 KPFF Engineers. 2) sidewalk and infills grid 7/A to Q. 3) stair B footing grid P & 4 ref. detail SK.B dated 12 -29-00 EVCO #5999007 Resteel is grade 60 , as specified, from Cascade Placement Data Batch Weights W/C Ratio: 0.51 Supplier: Glacier Cement (sack/type/lbs.): 1 /11 517# Mix Number: 3200 Sand (lbs.): 1451# Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1850#'/+" Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.) Required psi (Pc): 3000 Water (Ibs./' al): 267# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3 % 56° 46° 208 242024 Cast Samples: Cast Samples: Weather: 1 Overcast to mist Slump Range: 1 4" t 1" Date Samples Picked Up: 1 1 -9 -01 Comments 1 f!wwin..... 1 v 1 Mum Net Conform 1 x *Discarded • 0' 1 i 0 ROSENAU & ASS ' CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: ,1Tr��'/' G Specimen Number 1 2 3 4* Test Date 1 -15 -01 2 -5 -01 2 -5 -01 Field Cure 28 28 Age (Days) 7 Size (In.) 6x12 6x12 6x12 Area (Sq.ln.) 28.27 28.32 28.32 Weight 29.90# 30.04# 30.10# Max Load (Lbs.) 130,210 177,410 178,580 Strength (psi) 4600 6260 6310 I Conforms 1 x Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform X X This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 , et 9 ±M ', 0:4111 Ve," }ITP.J.7 A !NW emptw R!FS19''ttil∎!?Ctf C3 0 y 0 w W .1 • u_ u i 0 g a` Nd . �W U 0 '. O o W W! Z 1— — uj Z! U = '. O I— Z Job Number: 1 00 -538 1 Report Number: 1 007 1 Permit Number: I Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at 1 Entrance slab on grade grid 7/F to G; 71G.5 to H Job Number: 1 00 -538 1 Report Number: 1 007 1 Permit Number: I Test Date Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor: Market Contractors Date: 1 -10 -01 Inspector: R. Hardy Inspected the resteel and placement at 1 Entrance slab on grade grid 7/F to G; 71G.5 to H 1 -17 -01 Resteel is grade 1 60 1 , as specified, from Cascade Placement Data Batch Weights Supplier: Glacier Cement (sack/type/lbs.): 1 /11 564# W/C Ratio: 0.51 Mix Number: 3310 Sand (lbs.): 1365# Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1780#' " 28 Total Yards Placed: 14 Aggregate (size/lbs.): 29.42# Placed Via: chute Aggregate ( size/lbs.): ASTM C 78 Vibrated: Yes Fly Ash (lbs.) 2 -7 -01 Required psi (f'c): 3000 Water (lbs. /gal): 250# 6x12 Sample Data . Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3' " 56° 46° 208 242024 Cast Samples: Cast Samples: X Weather: 1 clear Slump Range: 1 4" t 1" Date Samples Picked Up: 1 1 -11-01 Comments DOes 111.0 Is....s wen 1 v Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -01 7 6x12 28.32 29.25# 117,290 4140 ASTM C39 X 2 2 -7 -01 28 6x12 - 28.26 29.42# 154,490 5470 ASTM C 78 3 2 -7 -01 28 6x12 28.26 29.13# 155,290 5500 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms 1 x Does Not Conform *Discarded o: 0'. iO ROSENAU & ASS"'CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: onfo ....., 1.°.., �.°, Jy,*( FMUw .•v+YMYM+..1'"Ms 7A'45tfANl,�PWRp+^�YxM�.q � Crms I x 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Z mo w : 2 I ' 0 0 u) 0 WI J �. N LL. w g Q V_ d. � Z D U 0 O N 0 w u.. L11 O ~ z wm Owner x Contractor Engineer: Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with ASTM C 39 , Grout Placement Data Grout Batch Weights Supplier: Quikrete 5000 Mix Number: Prebagged mix Cement (type/lbs.): Fly Ash (lbs): Sand (lbs.): Water (lbs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): ASTM C 109/109M Observed the masons laying block at 1 Mortar Placement Data Mortar Batch Weights . /: Cement: Water (lbs. /gal.): Mix No. /Type: Mix No. Sand: Other (specify): ASTM C 1019 _ Sam . le Data Required psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): Masonry Prisms - grouted (ASTM C 1314): Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): ASTM C 1314 2" Cubes (ASTM C 109/109M): 1 [`nnfnmut 1 Does Not Conform Comments x Owner x Contractor Engineer: Architect x Building Dept. x Engineer Observed the grouting of Infills, near loading dock (NE corner), witnessed epoxy dowels for top of wall, window infills Job Number: I 00 -538 I Report Number: 1 uuz 1 ret Mil I UMMI. r Project: Bed Bath & Beyond Architect: Address: 400 Strander Bldvd., Southcenter Engineer: Client: Market Contractor's Contractor: Market Contractor's Date: 1 -15-01 Inspector: R. Bogle Grout Observed the grouting of Infills, near loading dock (NE corner), witnessed epoxy dowels for top of wall, window infills Resteel is grade 1 60 as specified, from 1 Cascade 1 Resteel and positioners in place and secured 1 , Grout Placement Data Grout Batch Weights Supplier: Quikrete 5000 Mix Number: Prebagged mix Cement (type/lbs.): Fly Ash (lbs): Sand (lbs.): Water (lbs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): Mortar Observed the masons laying block at 1 Mortar Placement Data Mortar Batch Weights . /: Cement: Water (lbs. /gal.): Mix No. /Type: Mix No. Sand: Other (specify): _ Sam . le Data Required psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): Masonry Prisms - grouted (ASTM C 1314): Masonry Prisms - ungrouted (ASTM C 1314): Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders mac 21 -16): 2" Cubes (ASTM C 109/109M): Weather: 1 Date Samples Picked Up: 1 No Samples Cast Comments ..•._ __ ..---• .•� .__�_ 11_..,,1. 1 1 Conforms 1 x 1 Does Not Conform I O' i 10 ROSENAU & ASS ,CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 Toll Free:(888) OTTO.4•US Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency A2LA Accredited Laboratory MASONRY REPORT • Reviewed by: `� ) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau &Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888-OTTO -4-US - Fax (206) 723 -2221 it 2 0 ' w ' J 0 }} ; g J . u. Q (2) co Z1- 2 uj 0 o co 0 — o1- = W 1— U 1•" O . tl! Z ' O I— z Job Number: 1 00-538 1 Report Number: 1 003 I Permit Number: I Owner x Contractor Engineer: Architect x Building Dept. x Engineer Observed the grouting of Window infili at top of wall, near loading dock (NE comer). Epoxy dowels previously inspected Job Number: 1 00-538 1 Report Number: 1 003 I Permit Number: I Project: Bed Bath & Beyond Architect: Address: 400 Strander Bldvd., Southcenter Engineer: Client: Market Contractor's Contractor: Market Contractor's Date: 1 -16-01 Inspector: D. Lyal G ro ut • Observed the grouting of Window infili at top of wall, near loading dock (NE comer). Epoxy dowels previously inspected Resteel is grade 1 60 , as specified, from 1 Cascade 1 Resteel and positioners in place and secured 1 Grout Placement Data Grout Batch Weights Supplier: Quikrete 5000 Cement (type/Ibs.) Fly Ash (lbs.): Mix Number: Prebagged mix _ Sand (lbs.): Water (Ibs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): _ Mortar Observed the masons laying block at 1 Mortar Placement Data Mortar Batch Weights Supplier: I Cement: Water (lbs. /gal.): Mix No./Type: Sand: Other (specify): Sample Data • Required psi GroutlMortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): 40° 30° Masonry Prisms - grouted (ASTM C 1314): Masonry Prisms - ungrouted (ASTM c 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (UBC 21 -16): 2" Cubes (ASTM C 109/109M): 1 Conforms j Weather: 1 Overcast Date Samples Picked Up: 1 No Samples Cast Comments ^66.e. ACTIA 11ae4h,,1 1 leer& 1 1 Confonna 1 x 1 Does Not Conform I COMPRESSION TEST RESULTS Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with ^, ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 1 Conforms j Does Not Conform — 0 ". 0 ROSENAU & ASS''CIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT Reviewed by: �� � 71%d Qa This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888-OTTO- -US •- Fax (206) 723 -2221 ....cam- r § ^ •.. = rroa / `#,t1`?h°,1?"?A . 4w3! N`, xr�t">' tss� +r!ttML'K+*Rxmmvn+*es- «nr+5•r Y.y�.:.M.....:,ae 'il u- tQ = W H = Z � 0 Z t— LU W U 0 0 D . 0 1- ' tu H I ! U. W Z U =` Z 01/26/01 FRI 12:20 FAX 314 821 3813 CASCO CASCO CORPORATION M CASCO Lb. FAX COVER SHEIET DATE: January 26, 2001 TIME: 12:21 PM TO: Kevin Jones Bed Bath and Beyond Randy Kelly Market Contractors FROM: Daniel M. Kirchner CASCO RE: Bed Bath and Beyond Tukwila, WA Number of pages including cover sheet: (3) Message: Kevin, Randy Please see attached signed and sealed sketches as requested concerning the south wall and stud framing If you have any questions, please contact this office at your earliest possible convenience. CC: RRS, JGG,JTM, LFD, NAR, File 999636 THIS FACSIMILE TRANSMISSION IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT 15 PRIVILEGED, CONFIDENTIAL. AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this transmission is not the intended recipient. or 'he ernployee cr agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution, o• copying of this communication is strictly prohibited, If you have received this communication in error. please notify us immediately by telephone and return the original transmission to us at the above address via the U.S. Postal Service. 10877 Watson Road St. Louis, Missouri 63127 D2600 -->691-7 FAX: (360) 387 -0975 FAX: (253) 872 -9590 PHONE: (314) 821 -1100 FAX: (314) 821 -3813 or 314 - 821 -4162 RECEIVED JAN 2 9 2001 DEPARTMENT (314) 821.1100 FAX (314) 821 -4162 X1001 o o: CO 0 CO w • u. w o g Q : to z t= o z F-t o ; o w w U. E_ 0 : ii z : O U1/ AU/ U.L. rzl - 1L: L1 TWA J11 621 461i 6i K:, \Red Bath and Beyond \Constructs OCuments \999636 TUKWILA, WA \suDD °5.r -- N, Fri Jan 26 12:06:45 2001 r 41 m CROSS SECTION SUPPLEMENTAL DRAWING 5 BED BATH & R>p.E,. 4� TUKWILA, WA i U tf 0 0 t RE":, Y£ E AR T R ' PH R. SHAW TATS OF WASH INCTO PROFESSIONAL OF . RECORD 17/0-1 N RNnW 11I Ni; 314 -811 11110 6' -3" +/- PAWAPET Crft ,Hp! I M, ANT/ h5.6 76'••O" NCH 'hriArri /LEP. 10877 WA1M)N RING ST 101115, MJ R3177 PROJECT MANAGERS , K: Vied math and Deytirltl \Construct y Documents \999636 TUKWILA, WA \supp -7_ wg Fri ,.an 26 13: 15: 36 2001 V11 /a" ALLTI•IkEAU W /NU r r'r'OXY INTO PANr1 W/ MIN, I.MEIEU PER MANU1. \ 1.1 (CA) 2x2 CLIPS •~ rYPICAI. TOP TRACK — ATTACI w/ 3/8" AI_LTIIRFAD rr'OXY INTO f ANEL_ =' EVERY OTI.IER RAY 11 (C:A) 2x7 CI IPS TYPICAI ••\ 14 (CA) CRC 1 1/4 STIrrrNr R CON T. — . - -- E90(FOM 'RACK' 1 St I UN CUNC. CURE JAN 26 2001 11:24 / III. 1 l)la CON( . t'AN1:1 I! r L.I.1 .5. WALL ---a= C CI-IANNE.L 16 (CA) S IUD`; 16" 0. C. cL9N! � CO � ` rncl•1 STUD Cl If'f F.D i0 wALL /l oc r 1ztM .IOIS I FRONT VIEW E.I.F.S. WALL DETAIL REF.: A4.1, A4.2 SUPPLLMENTAL DRAWING 7 BED BATH & TUKWILA, WA armassesammatatirtfit TOP or WD RIM JoIS 6" C - CHANNE:L 18 (GA) STUDS 16" 0.C. ca 1f' A :HE D TO STIFFENER W/ AI 1 THREnr) ATTACHMENT NO 1r IFIt S111- H.N1- COFS THEW PUNCH 1 TOLL IN S II.1US AND ATTACHED 10 ALL I II:LA1) BY WALL CLIF S NOTE: ALLTHREAD TD DC COUAL 10 I.C.L.0 LS NO. h424 111 TCCI STRUCTURAL CE.L C:PDXY SY S 11. v1 H1.1 1: OFF OF CJR6 Irn�, OFTAII APPLIES AT ALL NEW E.t.r.S. WI IL•Itt A 1 fACrIEMENT TO FXIST. CONC. 1 \NFL IS REQUIRED AND A1t1 AS WI II-HT NO S 1O11FFRONT OCCURS SOURCE: / VER.1.99 DRAM BY UMK CHECKED 6Y LI.1) Gi ^6v R. SHAW WASHINGTON OF KOOK RAI F I I r,. ',u %w I IIUNL: 04 NONE CCaECC :oe17 wAiseN ROAD ST I Allis, MO c:1127 PROJCCT MANAGES 1 314 821 3813 PAGE.002 evavor - C/ T10 PA•ILL /AFT w/ NM. 14470 FLA W. DETAIL 04 ON SHEET A5.3 SUPERCEDES DETAIL 03 ON SHEET A5.3 1117 0 4f'lt'(r. Al ALL M• Elf t. " M trot ATIAOIt•CNT 10 77177. CMG. 10Id001AM My AN.Ar. ANCAC •D V11lorrl Nl 777101* E•I.F.S. WALL DETAIL 04 - RQJ 44.1. AA1 101.1I■E VEl 171 /QE. SUPPLEMENTAL DRAWING 6 BED BAH & • O rw o 11w 41nw. TUKWILA, WA FNC- RWROLU MT:. UAW ` ∎ -• W 4071/110 110 Nfl 1 CA. RVHICH TRACY 7700447 nu. aN 7/2' COMCNI NUA1D ON 0/74 (747 PI 00A711747 7- 71 777 *COPY 71C• PLATE. ON NCw 7417 141711 407041'0 Nn. SIVOS • •o01. ArmcNC • U.C. 4 nR OC■LWW AT CA L1I STUO 417• C•U 741111 sit y1N117T. 11•C7 104 770770 1 141 0461.1104 741711747 1'NCCAST 774117• PA44rL .. .1474110 NTL MS NORIC. 74/47707 • 0' -0 0.7. 4 1741 5CRt•47 Al [ACM 1 11411.1 747.7•+X7 •1'1_ 1111.1M• • IA 0.7. II. OOHS -rnfo UtT. W1AT1046 - ors w/ i wall. 07 . Nr10747: 31.1 -D'•'1 -110* •Z1te ESSIONAL OF RECORD RALPH R. SIIA. I. . rmosIJ7C 1RIAILU •OODLAO7N w'/ 3/4 7711 lw*OC 7LL'w0 161(077447. i � T % T* -r• /1• ant Toulon RMIA NON r V- I[NRNANC rLAS 000044' AIWA 0 W - 0 . 0 C. 070 On. A n1; Set ET Mk. (AMMO LAS/NO i \ r WIANC RMrI•C AT IAO4U TO Dram; Row AS µp AM 70177101704» 1201 NF• 7714 Nf•NU1 7tt D(TN7. A f11S NPR/ (71ST. RWrINO. CANT AND 1LASN1+O TO NN4 441'NN 170 IC:0UN(7) 44017: •170447): r71N(n M IAL rualt40 wt4 W11 0'4411.0 *f TAM ANTIC 01 4771741717117 - • NCR .710 *1107170 TO CIOS10477 eons YA•CL 107 o• +•. (CAI ANo.rR • •'O' DA. A17.40 711J0 .4/ +ILO %U111 91NA .1 1/4' tom •- b0T.1wr :A*C•41• • 744. 4 111711 CCMC. outfit Nnwi1 4762 DTI.. 1 /A.1 1 TYPICAL MINI. 7011 601.174. .� (4.r.7. ANU CONC. Poet 7.041707 17 SOUTH WALL CTION ® PILASTER REF: A4.1.A42 ]01110 VEIt.1J1 03 KIK V W @L.0 174177 WATSON N11AG ST. 10U1.4 1/0 63127 PROJECT MANAGERS Report Number: 003 Inspection Performed: Project: Address: Client Contractor. Inspector and Date R. Hardy 12 -5 -00 01, 0 ROSENAU & ASSC ;;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Structural Steel ErectionNVelds Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Architect: Engineer: Inspection Results Reviewed by: RECEIVE iCtt)— DEC 2'7 2000 00 -538 DEVELOPMENT T Performed visual inspection of welding on the following: 1. At grid 7 and M, 7 and N; repair of tube steel columns. 2. At grid J/6 to 7 beam to lintel at opening flange to plate and horizontal plate to vertical plates. 3. At grid 6.5/A to C 4 each 3.5 "x3.5 "x5/16" tube steel columns to base plate and top plate and top plate to existing beam in mezzanine. Certified WABO welder R.A. Jones, exp. 10 -1 -01, #84- 3995 -JON. All welds acceptable as per AWS D1.1.2000; reference details 16/A7.1, S2.2, 1 and 3/S3.2 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproductid eport, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 0 u. WO 1L Q 'CO 3' O N W W; 1L HI — O ti l Z` , N 01 ; Owner x Contractor x Architect x Building Dept. x Engineer Report Number: 003 Inspection Performed: Project: Address: Client Contractor. Inspector and Date R. Hardy 12 -5 -00 01, 0 ROSENAU & ASSC ;;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Structural Steel ErectionNVelds Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Architect: Engineer: Inspection Results Reviewed by: RECEIVE iCtt)— DEC 2'7 2000 00 -538 DEVELOPMENT T Performed visual inspection of welding on the following: 1. At grid 7 and M, 7 and N; repair of tube steel columns. 2. At grid J/6 to 7 beam to lintel at opening flange to plate and horizontal plate to vertical plates. 3. At grid 6.5/A to C 4 each 3.5 "x3.5 "x5/16" tube steel columns to base plate and top plate and top plate to existing beam in mezzanine. Certified WABO welder R.A. Jones, exp. 10 -1 -01, #84- 3995 -JON. All welds acceptable as per AWS D1.1.2000; reference details 16/A7.1, S2.2, 1 and 3/S3.2 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproductid eport, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 0 u. WO 1L Q 'CO 3' O N W W; 1L HI — O ti l Z` , N 01 ; x Project Manager I x Contractor Architect Building Dept. x I Engineer OT 10 ROSENAU & ASSL IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tei:(206) 725.4600 • Toll Free:(888) OTTO.4•US Fax:(206) 723.2221 Website: www.ottorosenau.com WBE W2F5913684 WABO Registered Agency A2LA Accredited Laboratory Inspector and Date D. Johnston 1 -9 -01 • ?IntileattEnnannesamm..—______ CONSTRUCTION INSPECTION REPORT Report Number: 007 inspection Performed: Epoxy Grouting, Structural Steel ErectionNVelds Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd., Southcenter Job Number: Client: Market Contractor's Architect: Contractor: Market Contractors Engineer: Reviewed by: Page 1 of 1 Wh 00-538 Inspection Results Observed the drilling to depth and cleaning of holes for epoxy grouted rebar in 2 wall infills on "north elevation" (line 2.1 between M & N). Epoxy used was CIA -Gel 7000 R. Hardy Performed visual inspection of welding on the following: south wall canopy supports grid 71L to 0; 6 each 1 -10 -01 plates with tube steel to existing columns top and middle of wall column. All welds acceptable as per AWS D1.1 2000 certified WABO welder. Richard Douvier, exp. 4 -1 -01, #547359 -DOU. Ref. detail SK5 -3 dated 1 -0 -01 KPFF Eng. RECEIVED ,l "^! 3 0 2001 cowtilk.mt"TY DEVELOPMENT This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Keproduction of this report, except in full, without written permission from our firm is strictly prohibited. W' e)§' g ` IL , 0, g N_ W ` ZF LU 2 ,O , C 3 W W:F O W z 0 z IGOI .v x Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with Resteel is grade 1 60 1 as specified, from 1 1 -15 -01 Batch Weights 7 6x12 28.27 29.90# 130,210 4600 C39 X Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: chute Aggregate ( size/bs.): Vibrated: Yes Fly Ash (lbs.)* ASTM C Water (lbs./gal): 267# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp ASTM C 109/109M Ticket No. Cast Samples: 1-4 1 3 %" 56° 46° 208 242024 Cast Samples: Cast Samples: Compressive X Weather: 1 Overcast to mist Slump Range: 1 4" t 1" Date Samples Picked Up: 1 1 -9-01 Flexural 1 ea-A f/,m . 1 y 1 Does Not Conform 1 x 1 f`nnfnr n. 1 fleas Not Conform Job Number: 1 00 -538 1 Report Number: 1 uus I rerun' rvumoer. r Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at 1)retaining wall west entrance grid A/6 to 7 ref. detail A -10 enigneering change dated 1 -8- 01 KPFF Engineers. 2) sidewalk and infills grid 7/A to Q. 3) stair B footing grid P & 4 ref. detail SK.B dated 12 -29-00 EVCO #5999007 Job Number: 1 00 -538 1 Report Number: 1 uus I rerun' rvumoer. r Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor: Market Contractors Date: 1 -8 -01 Inspector: R. Hardy Inspected the resteel and placement at 1)retaining wall west entrance grid A/6 to 7 ref. detail A -10 enigneering change dated 1 -8- 01 KPFF Engineers. 2) sidewalk and infills grid 7/A to Q. 3) stair B footing grid P & 4 ref. detail SK.B dated 12 -29-00 EVCO #5999007 Resteel is grade 1 60 1 as specified, from Cascade , Placement Data Batch Weights Supplier: Glacier Cement (sacidtype/lbs.): 1 /11 517# W/C Ratio: 0.51 Mix Number: 3200 Sand (lbs.): 1451# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1850#'/: Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: chute Aggregate ( size/bs.): Vibrated: Yes Fly Ash (lbs.)* Required psi (f'c): 3000 Water (lbs./gal): 267# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3 %" 56° 46° 208 242024 Cast Samples: Cast Samples: Weather: 1 Overcast to mist Slump Range: 1 4" t 1" Date Samples Picked Up: 1 1 -9-01 Comments 1 ea-A f/,m . 1 y 1 Does Not Conform 1 x • OT I'0 ROSENAU & ASSL3IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT • vi■V Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1 �S. M 'IV",C,9ff'OTA@?"�'•.'fi(?�4<ss; 14Yt7Y.YF!**fa re W. U 1 t i '. o 111 U 0 ; 0S ;0 l- W W; H U!: U. r', 0 : •Z O Job Number: 1 00-538 1 Report Number: 1 007 1 Permit Number: 1 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at 1 Entrance slab on grade grid 7/F to G; 7 /G.5 to H Job Number: 1 00-538 1 Report Number: 1 007 1 Permit Number: 1 Test Date Project: Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor. Market Contractors Date: 1 -10 -01 Inspector: R. Hardy Inspected the resteel and placement at 1 Entrance slab on grade grid 7/F to G; 7 /G.5 to H 1 -17 -01 Resteel is Grade 1 60 1 , as specified, from Cascade Placement Data Batch Weights Supplier: Glacier Cement (sack/type/lbs.): I /II 564# W/C Ratio: 0.51 Mix Number: 3310 Sand (lbs.): 1365# Admixtures (specify) Max Slump Allowed: 5° Aggregate (size/lbs.): 1780#'/." Total Yards Placed: 14 Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): ASTM C 78 Vibrated: Yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 250# Sample Data .Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3'/." 56° 46° 208 242024 Cast Samples: Cast Samples: X Weather: 1 clear Slump Range: 1 4" ± 1" Date Samples Picked Up: 1 1 -11 -01 Comments .._ -.___ 1 -- 1 ^__.. .._. .._..f_� 1 .. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -01 7 6x12 28.32 29.25# 117,290 4140 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural 1 Conforms 1 Does Not Conform Copies to: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 01 10 ROSENAU & ASSLJCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: �i • jam//. ,�,�1/�- e'4d w W U O (ow J m u _ W O . Z � W U � 0 P- O - u U U. ~ O '' • W Z U O Z x Project Manager x Contractor Architect x Building Dept. x Engineer Report Number: 006 Inspection Performed: Epoxy Grouting, Resteel Project: Bed Bath & Beyond Permit Number: Address: 400 Strander Blvd., Southcenter Job Number: Client: Market Contractor's Architect: Contractor. Market Contractors Engineer: Inspector and Date Inspection Results R. Hardy Performed visual inspection of epoxy anchor grouting on the following: grid 7/A3 to B5, 7/F to H. New 1 -3 -01 columns to existing footings. Holes inspected prior to placement 3 4 diam. bolts for depth, deanliness and position. Hilti HY 150 epoxy Gel placed, ICBO ER#5193. Method of placement in accordance to manufacturers recommendations and procedures. #16' type S 420mpo resteel placed below column bases as per engineering change notice dated 1 -3-01 Cascade Mills. Base plates grouted with non shrink expansive grout, reference detail 13/S3.1. Inspection notice #9 City of Tukwila dated 1 -3-01 D. Reid Inspected resteel at new columns to existing footing along 7 between A.5 and B.5 ok per approved plans and 1-4 -01 RFI dated 1 -3 -01. Resteel along 7 between F.5 and H.5 ok per RFI dated 1 -3-01 with slab dowels only. Slab section for ramp at K to J and 2 to 2.1 per manufadurers recommendations with #5 at 6 each way tied to foundation wall. RFI # to be faxed to O.R.A. office. D. Reid On site for rebar epoxy. Contractor not ready for inspection. 1 -9-01 • 0110 ROSENAU & ASSC3IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free :(888) OTTO -4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Reviewed by: ( / �• This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 00-538 RECEIVED JAN 19 2001 COMMUNFTY EVELOPMENT �i21 r-ti�f V ' W 0 Q - W uj U O N4 a L— W W LL ~ 0,. liJ Z V N z r Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 00 -538 I Report Number: 1 005 1 Permit Number. I Test Date Project: Bed Bath & Beyond Architect Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor. Market Contractors Date: 1-4-01 Inspector: D. Johnston Inspected the resteel and placement at In foundation infills at south wall for new columns. An engineer of record stamped detail was on site and rebar placed accordingly. The Tukwila Building official was called per his inspection record dated 1 -4-01. Resteel is ' rade 60 as s • ecified, from Placement Data Cascade Batch Weights Supplier: Glacier Cement (sack/type/lbs.): 1/11 517# W/C Ratio: Mix Number: 3200 Sand (lbs.): 1451# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1850# 3 4" Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: Tailgate Aggregate (size/lbs.): Vibrated: Yes Fly Ash (lbs.) Required psi (f c): 3000 Water (lbs. /qal): 267# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. _ Cast Samples: 1-4 3 4" 58° 55 7207 241862 Cast Samples: Cast Samples: X Weather: 1 Clouding over -rain Slump Range: 1 Date Samples Picked Up: 1 1 -5-01 Comments I f■nnfn..nat 1 v 1 Dew Net Conform 1 x Specimen Number Test Date Field Cure Age (Days) Size (In.) icv. Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -11 -01 7 6x12 28.29 29.84# 131,940 4660 ASTM C39 X - ASTM C 78 ASTM C 109/109M Compressive X Flexural 1 Conforms I Does Not Conform 0'v �'O ROSENAU & ASS...CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: /'FffJ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 __ J .... arriranrrra:+ ��.. T_. L" �` r r . ° mx w a, ; a v ema . x Owner x Contractor Engineer: Architect x Building Dept. x Engineer Observed the grouting of 2 infills along 1 between C & D and N & 0 along 1 between E & F epoxied verts. at 8" embed horiz. At 5" CIA -Gel 7000 with holes dean and dry. Grout mixed on site at 2 bags with water added on site. Job Number: 1 00 -538 1 Report Number: 1 001 1 Permit Number. 1 Project: Bed Bath & Beyond Architect: Address: 400 Strander Bldvd., Southcenter Engineer: Client: Market Contractor's Contractor. Market Contractor's Date: 1 -11 -01 Inspector: R. Boole/D. Reid Grout Observed the grouting of 2 infills along 1 between C & D and N & 0 along 1 between E & F epoxied verts. at 8" embed horiz. At 5" CIA -Gel 7000 with holes dean and dry. Grout mixed on site at 2 bags with water added on site. Resteel is grade 1 60 , as specified, from 1 Cascade 1 Resteel and positioners in place and secured 1 Grout Placement Data Grout Batch Weights Supplier: Cement (type /lbs.): Fly Ash (lbs.): Mix Number: Sand (Ibs.): Water (lbs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): Mortar Observed the masons laying block at 1 Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (lbs. /gal.): Mix No./Type: Sand: Other (specify): Sample Data Required psi GroutlMortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM c 1o19): Masonry Prisms - grouted (ASTM C 1314): Masonry Prisms - ungrouted (ASTM c 1314): ASTM C 140 Masonry Units/Blocks (ASTM c 140 ): 2" x 4" Cylinders (uec 21 -16): 2" Cubes (ASTMC 109/109M): 1 Conforms 1 Does Not Conform Weather: 1 Overcast Date Samples Picked Up: 1 No Samples Cast Comments ()thew ASTM MAtheds Used 1 1 Conforms 1 _ x 1 Does Not Conform 1 COMPRESSION TEST RESULTS Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 1 Conforms 1 Does Not Conform Copies to: O'i ROSENAU & ASS..CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT (1) Reviewed Reviewed by: ft JkJ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - 4 - US - Fax (206) 723 - 2221 DATE: APPLICANT: RE: ADDRESS: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS June 27, 2000 • Regency Realty Corporation Bed Bath & Beyond Tenant Improvements (D2000 -204) 240 Andover Park West We have the following Planning Division comments regarding the above - referenced application, submitted on June 22, 2000. If you have any questions regarding these comments, please contact Deborah Ritter at 206 -431 -3663. Per the June 15, 2000 pre - application meeting and your June 21, 2000 meeting with Jack Pace, you were advised that formal design review of your proposal is required by the Planning Commission. However, the Director of Community Development may waive this requirement if your proposed modifications are deemed "minor and insignificant ". We will not proceed with your tenant improvement application until the Director of Community Development has had an opportunity to review your complete waiver request package. On June 26th you provided us with a letter request. However, we are still awaiting delivery of your color renderings. The Director's review of your waiver request cannot proceed without these renderings. Please be advised that should the Director determine that Planning Commission review is required, your application for tenant improvements will be put on hold. In that event, a permit for tenant improvements would not be issued until you submit a design review application, a public hearing has been held and the Planning Commission has made a determination. Notwithstanding the design review issues discussed above, your application for tenant improvements has been found to be incomplete. Pending a design review determination from the Director, you may wish to make the revisions outlined below. PLEASE NOTE: Do not submit revisions until you have been advised of the status of your design review waiver request. 1. The site plan shall include the following: a. The total number of parking spaces that will be located on the site as of project completion. As stated in the June 15th pre - application meeting, no net loss of the existing 219 parking spaces can occur. The site plan shall also show the location of each re- striped space, dimensioned to conform to TMC 18.56.040. All re- striped compact and handicapped spaces should be labeled accordingly on the plan. Handicapped parking requirements (number and location) must be coordinated with the Building Department. b. Landscape plan with irrigation for all landscaped areas to be added. As stated in the June 15th pre - application meeting, no net loss of the existing landscaped areas can occur. Please document the size of any landscaped area to be removed and the size of its relocated, replacement area. The plan shall identify the type, size, spacing and location of plants and materials as well as the location of any new or existing irrigation systems in the landscaped areas to be added. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206. 431 -3665 .v • sTAT. inr oom.. n.® w. e,,: sa9svma6∎•∎• m.:a mrr. 4emp*w....- „eaw.n..- tsar.:5.:jn .,,,r..1•1- Pavt.XIWAVV,'V ?O'N. !WedS4Sklkle�, 7 giYS?15VNOV ? OMIt•to, Z N 0 W = w O ga ��: J u_' H0 Z D ` 0 r= 0 L I w w; 11 co 0 Regency Realty Corporation D2000 -204 June 27, 2000 2. The floor plan shall show the location of the tenant space with the proposed use of each room labeled (i.e., retail sales, office, warehouse). Please show the square footage area for each use where that use appears on the floor plan. We also have the following, additional comments: 3. All temporary signs (including the proposed sign appearing on Sheet A1.1) will require a temporary sign permit before installation. You must contact Art Pederson, Assistant Planner (at 206 -431 -3684) to review temporary sign criteria and to coordinate the processing of any requested temporary sign permits. 4. As indicated in the June 15th pre - application meeting, the design concept of any permanent signage must be incorporated into the design review process. All permanent sign permits will be issued by the Planning Department. Ed Mucky (representing Bed, Bath & Beyond) has indicated that he will be coordinating all permanent sign permit applications with Art Pederson of our office. cc: Art Pederson City of Tukwila DATE: APPLICANT: RE: ADDRESS: Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS August 3, 2000 Casco Corporation Bed Bath & Beyond Tenant Improvements (D2000 -204) Your August 2, 2000 Response to Incomplete Letter #1 240 Andover Park West Your application materials, resubmitted on August 2, 2000 have been deemed to be incomplete by the Planning Division. If you have any questions regarding these comments, please contact Deborah Ritter at 206 - 431 -3663. Landscape You have not provided a landscape plan with irrigation for all landscaped areas to be added per our July 27, 2000 letter. As requested in that letter, the plan shall identify the type, size, spacing and location of plants and materials as well as the location of any new or existing irrigation systems in the landscaped areas to be added. You were provided a copy of our landscaping requirements (TMC Chapter 18.52) during the July 21, 2000 meeting. Additionally, Cercis canadensis will not be acceptable in the new landscape island as it creates large, flat seed pods that litter the island and surrounding area. Please plant a replacement Acer japonicum (of similar variety as the existing) in the new landscape island. Additional Comments As a courtesy, we are providing you with the following information. Although the following items will not be required until we begin technical review, you may wish to begin preparing for your response to our comments. Design Proposal Steven M. Mullet, Mayor Per our July 21, 2000 letter, your exterior design proposal submitted on July 21st was approved by the Director of Community Development. The design changes in that proposal were deemed to be "minor and insignificant" and, as such, will not require Planning Commission approval. If any substitutions are contemplated in design, color, materials or landscape materials, they must be submitted immediately for review and approval. Please note: we will not comment on the proposed exterior changes (shown on Sheets A4.1 through A4.4 and A5.1 through A5.6) until we are in receipt of your revised color elevation as well as the revised color /material sample board. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Casco Corporation D2000 -204 August 3, 2000 Parking 1. The parking summary on Sheet DC -1 as well as Colleen Breitenstein's August 3, 2000 letter incorrectly states the total number (and number by type) of the existing • parking spaces. The parking layout on Sheet DC -1 indicates the following: w 3 Standard Spaces 97 U V ° Compact 119 u) S Accessible 3 co w TOTAL 219 W O Please revise the parking summary provided at the bottom of Sheet DC -1. 2 ga= 2. It is our understanding that the parking spaces shown on Sheet C -1 represent the u.. a parking layout as it will appear at project completion. All parking spaces on Sheet = o ; C -1 (whether existing or proposed) are to be labeled as to number and type, in a UJ manner similar to the layout on Sheet DC -1. The totals are to match the parking ? F- O• summary provided on the bottom of that sheet. z F 11.1 uj ro osal for 225 spaces (104 standard spaces, 114 compact spaces and 7 m o Your proposal P ( P P P accessible spaces) is acceptable. Please note: based on the square footage 0 • information you have provided for each use, no net loss of the existing 219 parking ° F spaces can occur. Additionally, the number of compact spaces cannot exceed the w v 119 already existing. o' z 3. Although 7 accessible spaces have been proposed in the summary at the bottom v N of Sheet C -1, only 6 accessible spaces are shown. Please correct this 0 iz F` inconsistency. z Reid iddleton Date: September 7, 2000 To: Duane Griffin — --- City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 Project: Plan Review Contract No. D2000-204 File No. 26-00-005 Enclosures: No. of Copies 1 Final letter 1 Calculations 1 Correspondence 1 Original Drawings 2 Revised Structural Drawings Remarks: 728 134th St SW, Suite 200 Everett, WA 98204 425/741-3800 (Fax 425/741-3900) From: Ferron Smith CC: Description Action Requested: 0 None Z For your Records 0 For your Signature 0 For your Review and Return 0 Other: Date Required: TRZILATE311/IITTILI4 IVIE1114-.) :,,;o n1a COPI�5 ;::op'. !:: ,,.�,11,11111N!I1111111I11 y,nev I , I':'li''li i�l', .. .!, I1 F'Y i ill Ipi!... 11 ! 11 ,:; III yul. , il' .I, 1: I. 1. II' I:. I! :.I.� II, ; 1.1 :1�I I I I I. ,',;:. IL11:!: t lira .1.1 , 'Ili "! t I i� I: :111. II:Ill.tl: 111 n I. 4.1,1,::1 , !! ;, ! t :,Ifl I I,, .. .I,1 ,. .. I I L .N: I !. I I,I ill LI .. I ,.. I I I I II , h. 11: 1 . 1:1 :V,,IJ 15... 1..1111 :. I;V..1. lu . i I :,!I. ;I, I r. : I I. :I. ::. :!. ,1:1:1161.,,,, ,nll :If:nlll .Q . .. I .I � .III: ..t ..!.I ',1111! L':1 II I I I.:n I, I. !:II,IIII:II. II 11 . I, � :J.. 1 I . ! . I:. � :I, I I 1: 11 I.I :, If, 1111. .I ::! .I ! .. .....I. !:,:; L.: II 7 n��9GRiPT JI 1 "I , IIII � i (1 .I. I ; , I. I !I'GII" !„ !�C .:. , ,: !. !I, ,I i:. IILI� II! h1:I 11!11. II,LIIIILI�II!1VI:LIp61:. ! I ,I I ite ,! ",11:1:1 !y!'I�I ,N :,'Ill'�I: II(, 11, 11! Ii1�11' I�I' d! �:! �! i! III�Iu Rlf�:: l�, l�l!!1; 1, 1�I! I: �!: �I, I! �IIy�III ,:1:iVl!!7!I!u!IIL ,: :� 1 �! �; �, �LI, t, ����l���:,:!:1 IIL ..LL,.:t1:a:�:!��!J!V!,!!:!!:L� 1 �II T.ir 1..,:�ILI1.a1!.I!IIIL:I,.:, �LV;i, l:u!�Iu:ll,, t .,.nt!.!I!41 .'.1,1. 1.1 , I v !. 2 911100 EA BLUEUNE COPIES OF REVISED SEALED DRAWINGS S1.1, S2.1, S2.2, S3.1 & S 3.2 1 911100 EA REVISED SEALED STRUCTURAL CALCULATIONS 1 M4Sv:1'E - No cs - up %-" E NTS — \'..E'R ER. 1 19 cgs E Pt .. .)3 S oQA c , ‘ N eva,, s c Rvc. -c s . , cop.. OF 4s 3 S A IN - 2800 NORTH CENTRAL AVE., SUITE,. PHOENIX, ARIZONA 85004 StP 2000 RL, �. (602) 264 -1010 PHONE (602) 285 -1010 FACSIMILE To : REID MIDDLETON 728 134th STREET SOUTHWEST SUITE 200 EVERETT, WA 98204 Attn : BRIAN C. MOON REMARKS Copied To : b re4 7 -CO- 0? Consulting Engineers , I PROJECT WE ARE SENDING YOU VIA : WI Messenger Originals gPrints ❑Letter IAddendum rl :1 SEP - 1 2000 LETTER OF TRANSMITTAL Date : 1 1-Sep-00 Project # : 100082.1 Re : BED BATH AND BEYOND QIU.S. Mail 'Ovemight Courier WI Calculations 13 Proposal CI Specifications ra Report CIShop Drawings I n'I1 11 ,11 TH ESE ARE;TRA 11 q ! II !, ;,! I ; I I l i l l! 1 11 1 � ! I I I I !I t ! II IIIII!I i!. 14:,14J 11 I III,!11i;�11�II! 11l1I � 1 1 1I1i 11� !11I 11411111111 lullll!II!I r. lil 'PIMA 1 I!, 1 F'1J! I!I1, 111111111' I�III! lil !lill !I!!IIIoIIlj1:!I;:IIfII1h' 111 111 '411!i11IlI11!IIIIIIr!III!1 IIIIi �I./ � 1 ,�IIVCi \� 1;1. !I'!,f I :Itl 1Iil1 VII1 " III !� 1�II4'11ij1,y 111 or �pproval'1 issua J l! I�" l illllIl! t1 1pU! �h! II 11 1 1 11 1j! � ! 111 1 1 141 :IIII � t'll1 I 1 11u111 : oryouir used 1!!Iriform ! 1! 11111,IU111111i11111I1! 1111!I'�'EI111111 tilt l l! I11'1i1 IA81 uested 1 ry11! 111 1114 !111�1�!�II: I � I! IiI l I j1 �fl IIII I For; lreview{ and!comim I I!111 11 !I , 111 111;!!II4 1 1 1 IIll l l l lh ' 111 1 1 14141 11 '11 Pori RFP di�e!yl,llhul {11!:!1!1!1111 II!ht1!I!II: du:llUl 1 'll t 1 ��!!i1tP Idl p i1 ll !I:Ih 1!u IIIIJI,J,I If: V1IILLIIJ:In.11,l!11��II,I1 ,, t .l a , � til. IILI. 11:1., .,,..I . 1 I:. :,;. �'R e e vi as sub 1 ! !r ,g1.9Vi',.1. ,!I111tl1 I 1, I I! 1 JI1 I IItl11,!1:;,. 111! 1111J,: 1, 11!I'11l LI, i �::f. ' �`i!,I III � � +'I. e!I� x '! I ns 1I. I1. !11 I1t,!J,1 , let lowed, reSubmlt for Cori 14i1!4II1111111hi WI 11 I M f'!114i1 111j IP 1'I! I! 111 WalIlll i,ll 14 tibmihall not Required (or stru I,I•/ ll I 11 .�, a li 1!!1, 111'1u,1!I!I I , III ;! • slretu m od aft loan toi u I! lil !!1!!1 1 °01 IL II!!I;IIj!( 4111'!nl'1.11 II uIP,,l11 I I LI!11! :1 I {l {. 1101 Li 1.1 :: II 6I I.I IJII!islllll!Ilpll {!IF11 !Ir! II i'lh III!i I'la;,atlll !1!!I!I!!IIrVI!: 1. ! .!I:�u:u6 al,lillau REID MIDDLETON enc reCirrieltorlefidlY rattly us at once. ROCIO GARCIA, S.E. Project Engineer Project: Bed Bath and Beyond at Tukwila, WA KPFF job No. 100082.1 Response to city comments z 2. Notes have been added to drawings sheets S2.1 and S2.2 to clarify the modifications and additions made 1 to structure. w arm 4 11C 3. Drawings have been sealed. 6 V t.) 0. 4. Light gage structures at entrances will be designed by others. They ate marked in drawing S2.1 and a co 0 tu deferred submittal paragraph has been added to the General Structural Notes on sheet S1.1. 5. Structure at office/mezzanine area will be designed by others. It is marked in drawing S2.1 and a w 0 deferred submittal paragraph has been added to the General Structural Notes on sheet S1.1. 2 J . 6. The allowable soils pressure has been assumed to be 1500 psf. for sand, silty sand, clayey sand, silty u. j g ravel or clayey gravel per UBC -97 table 18 -I -A. As specified on S1.1 foundations and excavations must = d be inspected by a soils engineer to verify the assumed value. 1-- w This value might be conservative since original drawing dated 6/1966 sheet S-6 shows an allowable soils .4 P Pressure of 2500 p.s.f. z f ur uj 7. The wall is cast in place concrete, detail 4 on Sheet S3.1 has been corrected. > D ' 8. Some drawings for the original drawin built on 1966 are included. 0 N 8s drawing 0 t - 9. General Structural Notes have been changed to UBC 1997. Section 3403.2 has been referenced. H V u. ~O 10. UBC97 section 3403.2 is being used now which reads, " additions alterations or repairs may be made z to any building or structure without requiring the existing building or structure to comply with all the W requirements of this code, provided the addition, alteration or repair conforms to that required for a new H z building or structure." Section 3403.2 has been adopted by the city of Tukwila per Bob Benedicto, plan 0 H checker. Pages 1.1, 1.2, 4.3 and 4.8 have been modified. The existing elements are being checked with the z code they were built to (1964). The new elements are being designed with 97 UBC. Please notice seismic loads per 1964 code were more stringent than those obtained with 97 UBC. 11. Detail 12 on sheet S3.1 has been corrected. 12. There are no high - strength bolts in this project. Paragraph for special inspection of high - strength bolts has been deleted. 13. Depth of connection plate in Detail 11 sheet S3.1 has been clarified. 14. Loads at gridline A have not changed. The existing concrete panel is being replaced for a steel lintel for gravity load purposes. Therefore, instead of la linear load on the footing loads are concentrated now at the column locations. Load shown on sheet 3.1 is for existing roof loads + concrete panel over opening - see sheet 2.2 on calculations -. 15. Foundation sizes were modified, please see calc. sheets 3.2 and 3.2.1. See drawing S2.1 notes 10 and 11 and detail 16/S3.1. 16. Wall reinforcement is called out on sheet S2.1 note 4. Detail 4/S3.1 reinforcement connection to existing footing. SEP - 1 2000 1 REID MIDDLETON J Reid iddleton September 7, 2000 File No. 26 -00- 005- 021 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Bed Bath and Beyond (D2000 -204) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middlet• 1 Inc. Brian C. Moon, P.E., S.E. Senior Engineer bjr \26se \planrevw \tukwila \00 \t021 r2.doc \bbh Enclosures cc: Colleen Breitenstein, Casco Corporation Inc. Roger Stange, Benner Stange (fax only) Washington Oregon Alaska Engineers Planners surveyors Reid Middleton, Inc. 128134th Street SW Suite 200 Everett, WA 98204 Ph: 425741 -3800 Fax: 425 741 -3900 July 21, 2000 Monty Alder Construction Manager Regency Realty Corporation 1601 114th Avenue SE, Suite 135 Bellevue, WA 98004 VIA FAX 425 -450 -9744 RE: Bed, Bath & Beyond Tenant Improvements (D2000 -204) 240 Andover Park East Dear Monty: Per Jack Pace this date, the Director of Community Development has approved the exterior design proposal you presented in our meeting today. The exterior design changes reflected in your color renderings have been deemed to be "minor and insignificant" and, as such, will not require Planning Commission approval (per TMC 18.60.030(D). The Building Permit Coordinator, Brenda Holt, met with you this morning to discuss how you may proceed from this point. Although all revisions are to be submitted to Brenda, the color board is an exception to this rule and may be submitted directly to me when it becomes available. As soon as Brenda receives your parking and landscape revisions, she will route them to me for review and comment. However, I will not be able to completely finalize Planning's technical review comments on the permit until such time as I have received your color board. Your color board and color rendering will be used as a reference during my final site inspection at building completion. If any substitutions are contemplated in design, color, materials or landscape materials, please contact us immediately so that we may review your proposal. You may wish to contact Ms. Becky Benke of Heath Signs in Tampa, Florida (1- 800 -284 -3284) regarding your revised sign proposal. Ms. Benke has been advised that the local Heath Signs representative must work with Art Pederson of our staff to obtain the necessary special permission and regular sign permits. Art can be reached at 206 -431 -3684. Sign permits will not be issued prior to issuance of the building permit. As I told you, I will be out of the office from August 11th through August 25th. If your revisions are submitted during that time period, we will provide you with the name of the Planner who will be providing Planning Department comments in my absence. If you have any questions, I can be reached at 206 -431 -3663. Sincerely, Deborah Ritter Assistant Planner City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 C 6 U uj 0 g Q ' El a Z �` 1- 0 Z 2 j ! U O -, 0 I- ww H ; g 0 0 •, O ' Z ' June 29, 2000 Colleen Breitenstein 10877 Watson Road St Louis, MO 63127 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -204 Bed Bath and Beyond 400 Strander Blvd Dear Ms. Breitenstein: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 22, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Assistant Planner, at (206) 431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sinc,- rely, 1/ Bren• a `' o t Permit Coordinator encl File: Permit File No. D2000 -204 City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Steven M. Mullet, Mayor August 4, 2000 Colleen Breitenstein 10877 Watson Road St Louis, MO 63'127 Dear Ms. Breitenstein: Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -204 City of Tukwila RE: Letter of Incomplete Application #2 Development Permit Application Number D2000 -204 Bed Bath and Beyond 400 Strander BI If you have any questions, please contact me at the Permit Center at (206)431 -3672. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 22, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Assistant,Planner, at (206) 431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite /1100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r August 11, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Bed Bath and Beyond - (D2000 -204) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -204 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 CASCO CORPORATION of CASCO Ltd. Attn: Deborah Ritter 10877 Watson Road City of Tukwila Department of Community Development 6300 South Center Blvd., Suite 100 Tukwila, WA 98188 Re: Bed Bath & Beyond 400 Strander Blvd. (240 Andover Park East) Tukwila, WA Permit Application No. D2000 -204 Via: HAND August 8, 2000 Dear Ms. Ritter: Regarding our incomplete application of August 3, 2000 and your subsequent letter: Landscaping: A new Sheet L -1 has been added to the project which addresses the irrigation and the revision from Cercis canadensis to Acer japonicum. Exterior changes: We anticipate that the revised color elevation and material /color board will be forwarded to you for receipt by August 10, 2000. Parking summary: Sheets DC -1 and C -1 have been revised per your notes. On Sheet DC -1, we have indicated the location of the existing 119 parking spaces and revised the parking summary. On Sheet C- 1, we have revised the number of proposed parking spaces. The new total spaces will be 223. There is no increase in the number of compact parking spaces. In addition, the location of the 7` accessible parking space has been clarified on this drawing. Two accessible spaces will be located near the entry to the lease space, two accessible spaces will be located on the southwest corner of the building, and three accessible spaces will be located across from the relocated south entry to Bed, Bath and Beyond. If you have any additional questions or comments, please feel free to contact me @ 800 - 666 -5025, extension 184. /lad W: \BBB \999636 \Itr Ritter 02.doc cc: Tom Ostenfeld (BBB —NJ) Joseph Perticone (BBB) Monty Alder (Regency Realty) JGG, JTM, LFD, DMK, KEK, NAR JCA/File (999636) Sincerely, CASCO Colleen Breitenstein INCOMPLETE LTR# CITY RECEIVED AUG • g 2000 PERMIT CENTER c znco-2D9 • St. Louis, Missouri 63127 • 13141 821 -1100 • FAX 13141 821 -4162 August 15, 2000 Colleen Breitenstein 10877 Watson Road St Louis, MO 63127 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Preliminary Review Comments Bed Bath and Beyond — 400 Strander BI (D2000 -204) Dear Ms. Breitenstein: The Tukwila Planning Division has completed their review of the application materials you submitted on June 22, 2000. The attached comments and /or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and /or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Planning Division comments and /or corrections, please contact Deb Ritter, Assistant Planner, at (206)431 -3663. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely (ipus.,uur Brenda Holt Permit Coordinator encl xc: Roger Stange, Benner Stange Architects Deb Ritter, Assistant Planner File No. D2000 -204 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 August 28, 2000 Colleen Breitenstein 10877 Watson Road St Louis, MO 63127 Dear Ms. Breintenstein: SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D2000 -204 Bed Bath and Beyond 400 Strander BI This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Department and the Planning Department. At this time the Fire Department and the Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -204 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 o: t i V cn w + W 2 g ' is_ tc W UJ 2 U O !of—, O ; Z' u i O z BUILDING DIVISION REVIEW Date: August 23, 2000 Project Name: Bed Bath & Beyond Application #: D2000 -204 Plan Reviewer: Bob Benedicto 1. Approved fire door hardware and fire door frames including the anchorage thereof shall be installed in accordance with their listing. Provide the specifications and listing of the 3 -Hr. roll -down fire door, for review. 2. Accessible parking spaces shall be located on the shortest possible accessible route of travel to an accessible building entrance. Wherever practical, the accessible route of travel shall not cross lanes of vehicular traffic. UBC 1107.1.6. The original parking layout had the barrier free parking spaces adjacent to a main building entrance. This met the intent of the barrier free requirements. Unless there is an exceptional reason for this being impractical, the barrier free parking stalls will have to be moved to a location near the new entrance to the South. 3. The areas for evacuation assistance are required to include requirements for .two -way communications and identification. Show compliance with UBC 1104.2.4 and 1104.2.5. on the plans. • Page 1 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 DATE: August 10, 2000 APPLICANT: Casco Corporation RE: Bed Bath & Beyond Tenant Improvements (D2000 -204) Your August 9, 2000 Response to Incomplete Letter #2 ADDRESS: 240 Andover Park West Your application materials, resubmitted on August 9, 2000 have been deemed to be complete by the Planning Division. If you have any questions, please contact Deborah Ritter at 206 -431 -3663. Landscape City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS We are in receipt of Sheet L -1. We have the following technical review comments: Steven M. Mullet, Mayor 1. Do not introduce new plant materials. As we have indicated previously, the exterior building design and landscaping were part of the same design review (previously approved by the Planning Commission). 2. You must provide a typical planting detail for shrubs and for trees. Each detail shall show a planting hole with adequate depth below grade. Each planting hole shall have a width that is either 3 times the diameter of the root ball (for trees) or 2 times the diameter of the root ball (for shrubs). • Please restrict your choice of plant materials to the site's existing plant palette and revise the plan accordingly. Groundcovers should be adequately spaced to achieve 90% live ground coverage in three years. Your plan notes indicate that you are proposing a planting hole that is only 12 inches below grade. You have also indicated that you wish to construct an 18 -inch mound above grade. These type of mounds typically erode and fail, exposing the root ball. Please create an adequate planting hole below grade for all plant materials. 3. You must provide a typical staking detail for trees (and, where necessary, for shrubs). To prevent girdling, the rubber hose collars must not be too tight around the tree trunks and should be removed at six months, if possible. Please reflect these requirements in your plan notes. 4. Please add the following notes to the plan: Landscape contractor shall be responsible for verifying plant quantities shown on the plan with quantities listed on the plant schedule. Use the higher quantity if a discrepancy is discovered. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206.431.3665 V401 tittailtOWJAMIWIft 1 Casco Corporation D2000 -204 August 10, 2000 • Groundcover shown on the plan• is to extend under all tree and shrub canopies at the specified spacing in all planting beds designated to receive groundcover. 44 Exterior Elevations & Color- Materials Board C4 2 a Your color rendering and color - materials board submitted on August 10, 2000 has been (A u' received, reviewed and approved. W IA J rs Parking co u.. iii The parking plan revisions requested in our August 3, 2000 letter have been received, g 3 ' reviewed and approved. u. a co D _o ; Additional Comments H- w, E At project completion and prior to your receipt of a Certificate of Occupancy, I will conduct a final planning inspection. This inspection will closely review the following: w w D o spaces (location, number, size and type). v !Q • Parking P ( tYP) �O —� W W • Exterior building design as well as colors and materials used. •i v 0f • New landscape island (type, health, quantity and proper installation of ..... specified plant materials). -. O z 1 CASCO CORPORATION of CASCO Ltd. TO: City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 ATTN: Bob Benedicto RE: Plan review comments CORRE TION I,TR #� Response to the plan review comments dated August 25, 2000 received August 28, 2000. The Plan review comment original is enclosed within. The comments are listed as numbered with response following: Comment #1 Response #1 Comment #2 Response #2 Comment #3 Response #3 "Approved fire door hardware and fire door frames including the anchorage there of shall be installed in accordance with their listing. Provide the specifications and listing of the 3 hour roll down fire door, for review." To comply a specification and information on Overhead Door model number 630 with a rating of 3 hour is provided for your review. "Accessible parking spaces shall be located on the shortest possible accessible route of travel to an accessible building entrance. Wherever practical, the accessible route of travel shall not cross lanes of vehicular traffic. UBC 1107.1.6. The original parking lot layout had the barrier free parking spaces adjacent to a main building entrance. This met the intent of the barrier free requirements. unless there is an exceptional reason for this being impractical the barrier free parking stalls will have to be moved to a location near the new entrance to the south." Sheet C -1 have been modified to reflect the 3 (three) accessible parking spaces directly adjacent to the new south entrance at the eastside of the new south entry as requested see revision delta 2 on this sheet. "The areas for evacuation assistance are required to include the requirements for two way communication and identification. Show compliance with UBC 1104.2.4 and 1104.2.5 on the plans ." Sheet E2.1 Power Plan has been revised to comply by including a note for two -way communication by the area of refuge at the exit doors 105 and 134. sheet E2.2 has been revised to comply with a note for identification at area of refuge at exit doors 104 and 134 see revision delta 2 on each sheet. For your review and approval. If you have any questions or need additional information please do not hesitate to contact me directly at your earliest possible convenience. RECEIVED CITY OF AUG 3 1 2000 PERMIT cENTE Enclosures: Two (2) Sets Revised Drawings, Signed and Sealed dmk cc: Tom Ostenfeld -(BBB) Union NJ (w /enclosures) Joe Perticone —(BBB) Union NJ (w /enclosures) Kevin Jones _(BBB) 726 Lisa Ln. Cameno Island, WA 98292 (w /enclosures) JGG, JTM, LFD, GLR, KEK, PLA, NAR File (999636, Permit) 10877 Watson Road • St. Louis, Missouri 63127 DATE: August 18, 2000 RE: Bed Bath and Beyond Tukwila, WA 400 Strander Blvd. Permit # D2000 -204 Respectfully yours, , 0Corpor ra ation Dani�e` kKirchner /L f Dwoow9 (3141 821 -1100 • FAX (3141 821 -4162 7 ., ,,..ts *a...."..... e.,....... - December 12, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Bed Bath and Beyond — Dear Mr. Swanson: Please review the enclosed plans Building Code. If you should have any questions Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -204 City of Tukwila Revision #2 — (D2000 -204) Department of Community Development and documents for structural compliance with the 1997 Uniform , please feel free to contact me at (206)431 -3672. Steven M. Mullet, Mayor Steve Lancaster, Director �mrkew+*.raa.�ts;,„y �r..�:..sw.....fd,..k .:.0 ":��x.6 :.ytr�.•w:a 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 N ui .p W, z F—s; 2 p; U E Nt LLI Z. 1 U Z Reid iddleton Dear Mr. Griffin: Sincerely, leton, Inc. January 22, 2001 File No. 26 -00- 005- 021 -20 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Revision No. 4 Bed Bath and Beyond (D2000 -204) We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. B 'a C. oon, P.E., S.E. Senior Engineer bjr \26se \planrevw \tukwila \00 \t021 r20r2.doc \bcm Enclosures cc: Dan Kirchner, Casco Corporation Inc. (fax: 314/821 -1100) Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 December 26, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Bed Bath and Beyond — Revision #4 — (D2000 -204) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, e / Bren s a o t, Permit Coordinator encl xc: Permit File No. D2000 -204 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 ti ta. w : w Ift J. d '. F W; Z O H ' U � W W ; u. Z ; r ORIGINAL TO: PCB ADDRESSEE _ _ A = 10/13/2000 10:59 CASCO 7' 912064313665999999 c CASCO ammo me COMPANY: FAX NUMBER: [ z &) 4<?) -.7&64r. TRACKING #: COMMENTS: SPNE.. u.Jr/L Fi A L. L et • ,• -zo4 RECEIVED OM 1 3 2000 COMMUNITY DEVELOPMENT i gat Qi16 uv.ret fog. Col . COPIES TO: cc List VIA: MAIL FAX OTHER NO.374 P01 10877 Watson Road St. Louk Missouri 63127 Phone: (314) 821 -1100 Pam (314)821 -4162 ATTENTION: . g,49 Co FROM: CASCO Corporation 11. Rose DATE: # PAGES: find. Cover) RE: s ee TAKwi�.,n 1 THIS FACSIMILE TRANSMISSION IS INTENDED ONLY FOR TIE USE OF THE INDIVIDUAL OA IT i' TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVII EGED. CONFIDIE• TIAL, AND 13CP.1 FT FROM DISOLOSURE UNDER APPLICABLE I.AW. If the reader of this transmission is not the in tended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination. distribution, or espying of ibis com munication is strictly prohibited. If you have received this communication in error, please notify w imn cdiately by telephone and main the original transmission to us at the above address via the U.S. Postal Service. M fit) T' COM Iocvt cv IT} epgo:pasab 1.-f U 14r2ArC 7 $ - 267 € -r e-12. Sv8nA A - S J G,4c �C-A -T7O tf$ P-ind4C- P/ -ib'c �s�ae7G ff$iCS.Yf K'l S. �S.': �L1 mYl' u" 52ttL�L ^Y`R,wn..x.:+.•vn..s -...«w .....,.,�......,... ..;. .ro�r 'M e.s,� : :. �,zv✓h:°!.W'r.++MR ^N.A7f.�dNi �AY.�.j`.�15`fi ry?A .FM'hF1.' -e.. z �w Q� J U 00 to W J � w 0 g Q` N 3 : _ w 1- w z �' 0 z � w U0 0 N 0 I- w w F6' O ~ z 10/13/2000 10:59 CASCO -' 912064313665999999 INC CASCO CORPORATION of CASCO L11. TO City of Bellevue Building Inspection glr CC; DATE: October 13, 2000 Via Fax (206) 431 -3665 ATTN: Ray Cockerham RE: Bed Bath and Beyond Building Inspector Tukwila, WA Dear Ray, As per our telephone conversation of October 13, 2000, we are asking you to evaluate and approve our client's fluorescent lighting fixture, which is widely use throughout the country. Please note enclosed exhibit "A', this fixture is a representation a fluorescent light fixture, which would be classified "exempt" by the Washington State Energy Code. This fixture is a 1' x 4' (2) lamp T8 light As you can see from the enclosed ballast literature It consumes 74 watts at 277 volts per fixture. The energy code states that we can use as many of these fixtures thoughout our store as we wish. If two (2) of these factures were Installed end to end to crake one (1) 8' light fixtures power consumption would be a total of 148 watts per every 8' of light. Now please note enclosed exhibit " B ' , this fixture represents our client's prototype light fixture. This facture is a 1' x 8' (4) lamp T8 cotton light. As you can see also from the enclosed ballast literature it consumes a total of 121 watts. Compare this 121 watts for a total length of 8'. to 148 watts for (2) 4' combined to make 8', and you can clearly see that the proposed fixtures consume less watts per 8' than does the exempt light fixtures. As demonstrated here-in, the proposed fixture consumes 27 Tess watts per 8 foot installed fixture length than the exempt fixture. On this basis, it is our opinion that the proposed fixture should also be approved as exempt. If you agree and grant us approval as exempt for this fixture, we will revise the lighting plan and resubmit the revised lighting layout for your approval if you so desire. For any further discussion, or any questions you may have, please call us at your convenience. Respectfully yours, SCO Corporation R obert I. Queathem W.10BB■f19O679■CITY of Iukwlla STATE UGHT1NG BUDGET.doc Tom Ostanfeld - (888) Union NJ Joseph Perticone — (888) Nesconset, NY Kevin Jones - -(BBB) 726 Lisa LN., Cameno Island, WA 98292 JGG, JTM, LFD, DMK, PLA, NAR File (900650, Permit) I(0j / / W ;,I . iri Hai:rrJ • 1.1)1w, Mir;r;nun fi:91 / • 1:11'11 821 no • I'AX 13141 A71 4162 NO.374 102 trIlt arecurw,”rmumiur. m ,,.. m7. m,,,rgTas- wIr!ww.1.1.rrc......m 'Aea.+,ntaollifiR'-0+la/aIS+AY4 'SiONAlif rMIt AWArmt tI ; H O z g .. 2 � V 0 0 - .0I— iw H . O ; w Z : U N1 O HI z 10/13/2000 10:59 CASCO •' 912064313665999999 • ,14ETA3.U7i BED 1X1 a 'vend CI" al" el w ra+d. • Equipped wen Energy Suir 3 OarasUCamiofios wile Federal Energy Mercy Slanaards • • Me fomned CnaMds • Heavy Gaups Aperlued. M) or Oosod Top, 00) RdMdd • Baked VNdls Enamel Finish • Penult R*Mt:for Finishes Avsk)da • Wye Guards Available kw Ueda! Appa:alion • Also Avaiapio in Tandem 8' LeAgins Mounting Data Design Features Mash liksGsbps, icon prdeptieN irevaaansa eaves rna+ernn+ tonnes and r+rlt iY+IDita. i+anon9 grads. paled wows Brand mien Conetrustls cob raasdetas/. human KO's tioni nal OlWf r is ads ;Ace Orin far sass of inch((+/ r" Era p41e okrey commis to Maui sal st for card moue row elprorort ia' wGN moursrp heeled vett wp.r+ etta► Steatites, is ate Cass t artd se sewed. praatekld�t Y a/e f c �. SYSIssnircsA (Envy' Spec Vitt : Su dud hawps12•0(7a1 MN1(NN exM/19/T 1 4 1 eMPT • 661%t BED -6 -232- V - TUB p %t• cope • • Vtlar peflecters De knrad fm* VIA moo pup, Fanr`0 sass nor added micro ► sr waW.l` arrctis sewed.kl+ quartamtsa lawns. N rarer: r+s 4' sactod. BjMi *Ne wand. &wawa *ion a%is: ali i1N• fbad mp ar+001 iGl (Vora) v+arvul karat x• enlac4 ise.pvet•h aver, aCITC Isrtarcerrev. alrert f' ) WWI Faedryr. NO.374 D03 W J U V O rno: N W = J1— N W O '. 1L Q _° 1- W Z 0 D p tu O N ; W W '. cu. 0 . H Z�. 01 z 10/13/2000 10:59 CASCO 912064313665999999 I:flcrgy Engineered RaDasI. En! lamp No. Trp• 1 F3218 2 F32T8 LAMPS MaUost lino Typo Volts 120 l(, : -- 31' 120 R.S J r ;- 110 IS 4'. `111 111 PAR-1S 121, 4. 1 1311 120 120 SER -R5 2' 1211 SER -RS 2 .i1 PAR -RS PAR-19 PA11•I4S PA11 IS l'AIt Its 120 :- 220 120 120 120 d -- 4, 1211 1 -- 11' Jx': �T r 5w` a" Hia�utaiv�lx "xalrfle!.7!}u'1,C1'itJtwas. .._._ +1Run, • SI, 11I•,, , 1,11 :m•n1 • 1•(1'1131' ■•11 III); .,,1.l0111 • u. ▪ 111140 • 1:11 11.1,111 1411 • II u. ,11„ 1 • I.1.1111111 11 111' 111'11 10 Dallas' Mad•1 CPM CSA 7411.1p$1.1141:-I• • • 741 - 1.91111'.,' • • 744-1.:T1: • 3111.1.11:•p • 317- 1.-Tt: P • 31 4-14 • 81321320HP • • 111321277111 • 8133t347HP _ • 82321120111 1 • 823212711JI • 823211201 823212771 823213 20H • 82321277HP • 82321347HP 8240112011P • 8240127711P • 82321112011 • 8232R277HP • 749.1.41.11•TC•P • 742•L.SLH -TC•P • 746 -L-TC (xMIBIr`A 1 320.1.-TC•P • 327•1.TC -P • 62 324 -L4-C - • 82321120RH • • 823212778H • 12321220111 523211201 • 8232127. 82321120HP11 • • 82321277HPM • 1232112011P 1 • 82321277HP • 59 82321347HP • 82403120HP • • 132401277UP • 823211120HP • • • f14 52321t277HP • 13321120811 • • 67 8332)277811 • 1113211 • 8332127'1. 8332112011P • • 83321277111' • 03321.44711P • 113321412011P • • 833211277111' • e A CCM 127' FJXTe/4f peA coot" • • • • • Input Ballast lino Watts Foclor Amps (1.314 47 .94 11.14 11.11 (1.,11 • 16 NS 11.13 0,11 0.26 31 .99 0.11 0.09 36 1.03 0.31 0,14 32 .9(1 0.29 (1,12 031 35 .99 0.13 0.10 37 1.05 39 58 58 52 76 60 .99 .88 .88 0.53 .85 0.23 0.18 0.50 0,22 0.28 0.45 0.19 .711 1.18 0,64 0,29 .91 0.32 0.13 0.32 0.14 MMk Nn °ylI►haurr.1.. 21.29 Power THD factor % c III SIP 1' A 1;1 1 )7 •.111 Al rvl' A .99 c5 11 °P' A. 1I% .9S c 15 <Is 90 <211 09' 0.514 .9'1 .95 < 30 11 °1 • 11.25 11 511 SN AN 1 1 3 <15 (I I. Il?1 0,57 e ul (1k 1)9 0.21 UN c i III; NO.374 PO4 Min. Sound Si Wiry. Temp• Ratlnp Dl (19' A 4a .98 <10 01 A• 3a .98 <10 01 A• 32 .99 <I0 501 A■ 2a • 0,61 • 70 .95 0.26 9' <15 50'F A 2h • 0.21 r <15 311 °F A 20 .98 <15 0°F A 32 .95 <20 0 °F A 32 .9i <15 0 °F :1 An .99 <10 0°F .4+ 311 0.51 <10 .88 0,21 .99 <5 0°F AT 4:1 0.17 <10 0.51 0.22 0.52 <10 .NN .1)) <4 SOT A• 2a (1,23 < <I0 (120 • 111 0. . .... 411;10 . .9N 04 AMC A• 11.5 1 S A • 4.1 A i i Al i 1;1 1a riCit r Au $ 2 >''+� ,,1,1 ,,,,,,,: ma V) 8 ' 4 ..Av4 $'8f/'DD %. IVO w4?ri MAO- 1: 10'13/2000 10:59 CASCO -' 912064313665999999 IEX14181 %Al s • Pparp i � ttA �EQ 8c e La nip 1eIkr #tea BED -5 -8T -232- V -TUB Ostrom • Equipped with Enemy Saving Bitast/Canpfics • Win F o Formed Channels ioKy Slu+d�irds s� • }imayr GOu90 FParilstirk (W a Clow, Top, pet aobctor • Salted Whits Enamel Finish • Pottier Aelleatot Finches Avaiade • Wro Guards Avali7do lot Specie/ ADdialcn • Also Astable H Tandem 8' Lerrplhe Mounting Data Deafen Features Cow Arreye sire Coy HMO red. P i'wC s KO's Nenins. w cods pups pr b We d;retaliation. ENS Otita ?+doff toadies cerreelet Nagy ter arenas re • sore snr. Land insoles rah enaP a *" Dames we cam. Class •r wd wows Tana Proem 1orA prtVroidan, uteri' = 1,94 Want SI*41 BOW $ardad PU ipl l Finish Wailes. eon proaph to pronalmiet dress murrain tovin9 we net 'Bator. I:0; ii grads. wkad rtes Mind Nrs►t •M • • rr•A NO.374 D05 W ▪ •atom De rowed cwre sad. else pine. Perms ...vas ' WWI bg'lS w well% wracen 1w ' oarirtem issuers N " wrsflt/%1'saciont Wad d Ae rand. S1ardwC ..W■ II% wilig ON COW red 01;00u CgC4r4 hlst1W lawn are 14Laus eaerueu:rd i►wr WAM0J ,p*tif0 Cci j Psc1oty. i Z n• J U! O 0 co IL W O • Q co 3 H O '. DJ Lij D p 0 I- W W` U. u j Z c.) O Z 10/13/2000 10:59 line rgy �:ll�;llle r red II:tllasts Par Lamp M•. 1 Np• 3 13711 4 F32T8 almanntoolmon K • (1.11.1.1 M.u) Its • u,v..nl 11..91 P&P • 1•9,.11. 1 1.0•)11. • 11.. ..11• w. St1t - `u IO .1 .11111. 11 1. • 1.111• d1 T LAMPS PAR -R1 PAR•1S PAR -RS PAR -Is CASCO ' 912064313665999999 121 1211 Ballast M•sl•I OOM CIA 333ZI120R11 • • 833212771W ! -... 153321170E • 113321277E 333211208P • • 1332127711! • 03321307113 • 11340112011P • • 5340127711P • 833ZR1=MI • • 33321277HP • 1.0 - IK32I120R11 • • 34321277011 • 14321120L • $4322271L 34 1211 1?Il 84321120011 143212T71W 1.01 2 -- 3 1 - - 2(I • %I:at.1.Ir.1 %Immoi. • 1 I'"I • xdr'mg Ahlpl►.•li. 111.110,1 • Klrringri. $lI ▪ lill'I'IpNll. 1. • 1:I4.1.1rlalil 111', 111'11. 111'1 12n D43213201 143212771 843111208P 1432127781' 3432134711P 1432112011 11432137710 0 114321120RP 14321277111' 54321347RP 14321120HP 14321127781' Wononlb Meormndon Lon /a1.• Magnolia - : ) • %,4lI,IIll) • Enapn Wins MpMlk - l ys w .11:n41y 11rOrld - 1 y4 •.•.44•.94•11' Macaa111r.- • yl w,.14I.0) E HHialV pROPow° F rime It1pu1 Warts 1(• 101 3011•il Lbw Footer Amps 11 '•1 11.3 li.(1c .eW 0.'9 0.31 0.70 0.30 Af magnabk W, nlll Wool* k :nhiILI on Pops rare Rover TAO Factor s • • z 8f5 • 707144 Wad PL c1) F /sl9d'. •1.11..11,1..1 n.rn9h••I 1i,'.. v' Ilu..'HA., dlum I. 11•1r•dru•4IIt) JIM 4 1. rho IGdIarJ 111.4 1. •111•urliDa11 now 4'11111 4111'1;1N 1 Longo 1114 Ilm 1.411u0111911.•4,11.1f•941110I14e Ir.. will, :my 1 I:u01.v 4 4. 1 ".r u•.' 11`.1.V 441.11, 1 ;4411111 NO.374 P06 MM. SIaA NU15 Wlrg. Temp. Rating Oleg. 4 18 cI5 11'V A 5 91 <1; 0 A S 0. <10 H .HA 0.31 .99 <5 0°F A+ 5 0.2i <10 0.75 $9 `91 0.32 .99 a9 0•1' A• 5 92 .1111 0.'1 99 <10 50R A. 4 0.34 <S 93 98 .97 <20 SOT A 7 e 8.1 .80 .97 <t- SO'F A 7 • • 0.78 <10 • 92 .97 0.32 .99 <5 SO°F A. 7 0.27 <10 II • • 96 .9' 0.36 .98 <10 50°F M 6 • • .88 0.9 • .98 <20 5 50'? A 7 • 0.42 _ <20 • ',8 50•F A 7 0.3' <15 • • 0.95 <10 • 113 Al 0.40 .99 <5 So'? As 7 • 0.33 <10 1.02 99 <10 50VP Af 6 0.44 <5 manual • Location (floor/room no.) project Address ij0o �?1 - Fbdure Description ` V tir ' Area in R' Number of Failures Watts/ - Fixture mitainiamiaqm Walls — .Pr9pcsed ,9' 6 `f q 'A1.�, Vi=i ,11!2t 4'1;, ' 1J7 (3 ) zr4/17. 41 /Mt<'1 •t � c 11111M11111111011EZIM 1111121111111111111111MMO f..-;) r'r "L&' P . 7 . • L 4 1 4 .44 . V - - r A4 L A . rc.t. '$" =LO 4 _. 2 1 r" r. •. ri ... 1 mend t = r -,aul i.21M111 S IIIMMINNIMENAININ / !7 106? AL A-U. t'G"I' • t I ?ou 1t 1504, V -.. xv, -5 /SAD "i 1110.1.111.11 _ Project Info project Address ij0o �?1 - Occupancy Desenption ` V tir ' Area in R' Date _�1 _Co For Building Department Use ,, . rtu �� \� 1 r A.- / \VA • Applicant Name: 44446z) G ‘:) • -- �\.‘ � r 14.. A _4,- • Applicant Address r- a/ , : /: Applicant Phone: ? f3 l" l I t) Bldg, (by facade) w •' Z IIIIIIIINIIIIIIIIIII Location (floor /room no.) [dill Ill_' 2 Mhd L Desenption Occupancy Desenption Allowed Watts per It' " Area in R' Alloyed x Area VILIMMIIMI »ri . r •••• - = 111111ESPIMN � r 14.. A _4,- • �3r3 Outdoor Areas 0.2 We 11 Bldg, (by facade) IIIIIIIINIIIIIIIIIII = r -,aul Location Desenption Allowed Warts per e.or -peMf „Area•in ' (or if for perimeter) Allowed Watts x le (or X f) Cymred Parldng . r •••• — 0.2 WnR Open Parting 0.2 W/R MIIIIIIMIIIIIIIII Outdoor Areas 0.2 We 11 Bldg, (by facade) 0,25 W/ = r -,aul Alteration Exceptions (check appropriate box) Q No changes are being made to the lighting r /p„, O Less than 60 9t, of the failures are new, and installed lighting wattage is not being increased /,=r - 94 15:31 A FAX NO. 2 199 We hin to State onr s'dential E er• Code 'om•lia.c- or Lighting Summary • ■ LTG-SUM 19•4 Wu?ttn en Slit* Nantefidenbu Eneryy Cad Compianca Fauns Pro'ect Descri • tian Q New Building ❑ Addition Alteration Compliance Option 0 Prescriptive Ughting Power Allowan O system Analysis (see Qualification Checklist (over). Indicate Prescriptive d LPA spaces Bleary on plans.) Maximum Allowed Lightutt= Wattage (Interior •' F rom Table 15.1 (over) • document alt exceptions taken from fcathodes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for interior) Maximum Allowed Lighting Wattage (Exterior Note: for building exterior, choose either the facade area or the perimeter method, but not both) P _ roposed Lighting Watta eg (exterior) (May net exceed Total Allowed Watts for Efderior) I/ Number of Watts, I-tC t= Location Fixture Description Fixtures _ .....- Fixture '" t1'1'� l ull 21 ' 4 Q! Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts may not exceed Total Allowed Watts for Exterior P. 04 Total Allowed Watts Apnl, t9;4 Total Proposed Watts tf 2 Total Proposed vYatts /f� - Use' LPA2 (VII /ft • . Use' LPA 2 (W /ft2) Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barbershops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hal1 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 ' Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking Garages s«s«OOn 1532 Wholesale stores (pallet rack shelving) 1.5 • Mall concourses . 1.4 Plans Submitted for Common Areas Onlyr Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0,8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 - Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type Is 'Other and fixture answer Is checked, the number of fixtures In the space Is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T -8 or PL and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts ighting Summary (back) LTG -SUM 1994 Washington Slate Nonresidential Energy Code Compliance Form 1994 We igton State Nonresidential Energy Code Con nce Form Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for f ree- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HI1 CEIV O merchandise display illuminaries are exempt. CITY OF TUKWILA Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display N 9 2 2000 lumi naries. J UU 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined CENTEF computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (acces si a only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. April, 1994 Mechanical Permit Plans Checklist MECH -CHK 1994 FI B.- t . ,. Washington State Energy Code Compliance Fonts teto -Nom Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls respondng to temperature within the zone. At a minimum, each flow of a bulking shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and coaling, zone thermostatic controls shall be capable of a deacband of at least 5 degrees F within which the supply of heeling and cooling energy to the zone is shut tit a reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deacband controls are not appropriate. 2. Buidngs complying with Sedion 1141.4, if in the proposed bulking energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be castani throughout the yea. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adcing moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shat be equipped with automatic controls capable d accanpfshing a redudion of energy use through control setback or equipment shutdown during periods d non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven dHerent day types per week Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Bturth) or less may be controlled by rea3lyaccessiile manual off - hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dangers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat punps shall include microprocessor controls that minimize supplemental heat usage during start -up, set -up, and defrost concitions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indcatas). 1412.6 Combustlon Heating Equipment Controls: Combustion heating equpment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1. Balers. 2. Radant Heaters. 1412.7 Balancing: Each air supply outlet a air a water terminal device shall have a means for balancing, inducing but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce a eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's ing loads. ential Energy Code Con., .nce Form 1413.3 Integrated Operation: Building Heating Energy: Alf economizers shall be capable d providing partial coding even when adtitional mechanical coding is required to meet the remainder d the cooing load Controls shall not preclude the economizer operation when mechanical cooing is required simultaneously. Exception: Economizers on indvidual, dred 'mansion, coding systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the eoarwrdzer and mechanical cooing for the purpose of preventing Ice familial on coding cats. 1414 Ducting Systems 14141 Sewing: Duct work which is designed to operate at pressures the 12 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent d sealing required is as follows: 1. Static pressure: 12 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 indicts; seal ail transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal ail transverse joints, krngkudnal seams and duct wall penetrations. 14142 Insulation: Ducts and plenums that are constructed as pal of the buidng envelope shat meet the requirements of Chaptear duets and plenums shall be thermally insulated per Table 14-5. App r Exceptions: t,t 1. .W1hin the HVAC equipment. EP ; � 0 - 0 : ' 2. Exhaust air ducts not subject to condensation. S 3. Exposed ductwork within a space that saves that sk''ceifgnly. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulatetlin 0t66e With I� Table 14-6. Exception: Piping Installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in axxedance wlh Washington Stale Plumbing Code (WAC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the following: a Ai cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. b. Air cooled, constant volume split systems, which provide heating; - coding or both, with coding capacity of 54,000 Btu/h or less. c. Heating only systems which have a capacity d Less than 5 ,000 dm a which have a minimum outside air supply of less than 70 percent d the total air circulation. Ai other systems shall comply with Sections 1430 through 1438. 1422 Controls: in addtion to the control requirements In Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooing. 1423 Economizers: Economizers meeting the requirements d Section 1413 shall be installed on packaged roof top fan-cooling units having a supply capacity of greater than 1,900 cim or a total coding capacity greater than 54,000 Btu/h. The total capacity of all units without economizers shall not exceed 240,000 Btu/h per bulking. 1424 Separate Air Distribution Systems: Zones with special process tenpera Lure requirements and/a humidity requirements shall be served by separate air distnbution systems from those serving zones requiring only comfort conditions RECEIVED CITY OF TUKWILA 2000-- 20 „s./!*/ M{ art ,r,.ca. lgurr�:M; x 700 '!afi'NMZ ��„yrFC�_., , � 5:. :.: ..<W , a.�i:saxrsvav:tr•.z. �^;�5mr�,,.� .a,�..�.x....w«. : ,. April, 1994 JUN 2 2 2000 PERMIT CENTER Project Address c' 4 41Ai 1116ER AL■(), "TO r{1)3 >LA Wet Date 6/ 211 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (dreie one) Section Com nent Information Required Location on Plans Building Department Notes HVAC REQUIREME TS (S ections 1401 -1424) 1411 Egpmt performance yes no n. 1411.4 Pkg. elec. ht�q.& dg. Ust heat pumps on schedule yes no 1r£ 1411.1 Minimum efficiency Equ nt schedule with type, capacity, efficiency M I. I 141g HVAC controls 0 V (il 'yes no n.a. 1412.1 Temperature zones Ind iiiiiiddddddmmmmmm locations n plans 1, I i'� no n.a. 14122 Deadband contrd Indicate 5 degree deadband minimum M 1, no n.a 1412.3 Humidity contrd Indicate humidistat yes no 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types yes no j 1412.4.1 Dampers Indicate damper location and automatic controls yes no 1412.5 Heat pump control Indicate microprocessor on thermostat schedule no n. = .. • m • ustion tg. n •,cats • . u . ung or stag : • contr • ' ►� no n. 1412.7 Balancing Indicate balancing features on plans yes no 1422 Thermostat interlock Indicate thermostat interlock on plans yes n.. 1423 Economizers Equipment schedule µ4,1 1413 Air economizers M►I.l es n o n.a. 1413.1 Operation Indicate 100% capability on schedule N1 N ,1 . e s no n.a. 1413.2 Control indicate controls able to evaluate outside air f.A ti. yes no f n� 1413.3 Integrated operation - Indicate capability for partial cooling 1414 Ducting systems :yes no n.a. 1414.1 Duct sealing Indicate sealing necessary mo.,1 no .a. 1414.2 Duct insulation Indicate R -value of insulation on duct 54 EC, ow. 1 S Ma. 1 yes no n.a 1415.1 Piping insulation Indicate R -value of insulation on piping yes no Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency. cfm, hp, economizer SERVICE WATER H ATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. gg gg� 88 222 1 1441 lec. water heater Indicate R -10 insulation under tank P 21,1 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools 1452 Pod water heaters Indicate not electric resistance 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover I yes no n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover If "no" is circled for anv auestton. provide explanation: l 4 1994 Was. ongton State Nonresidential Energy Code Com _nce Form Mechanical Permit Plans Checklist 1994 Washington State Energy Coda Corrpiance Foms MECH -CHK April, 1994 e�n•q =. „`ru -,.•yam ...�., • RECEIVED CITY OF TUKWILA JUN 2 2 Z00t1 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service EF - 1 Loo,, Ace. - 0- Uoc1 975 , 375 ,33 C,'V r TA1t.ET RONA R111-1 -hl (' KlST111() An)-0. LPOu0/C • 1- 6A)t,01 f;31lC(1 2o(V) 2.(,() la.,0 kJ /A- ROOF -coo n 1 .c- Rm,i °in k- 1 Pn(uF.(kff) Ala CEO a -1UE CITY OF TI. 2\5'1 .Ui A 2OV(uJ 9J) X ■&) 10/1%n 2G Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Equip. ID Band Name' Model No.' Capacity' Total CFM OSA CFM Econo t SEER IPLW Location or EER RSt1 -1-11 (XV5rtuOA R111-1 -hl (' KlST111() An)-0. LPOu0/C • 1- 6A)t,01 f;31lC(1 2o(V) 2.(,() la.,0 kJ /A- ROOF -coo n 1 .c- Rm,i °in k- 1 Pn(uF.(kff) Ala CEO a -1UE 2o■cuJ 2\5'1 .Ui A 2OV(uJ 9J) X ■&) 10/1%n Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity' Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency` IA - 1 kik■ -) ST. Lruh5 Applicant Phone: C� 1 4`0-,1 — 1,1 Cl A R111-1 -hl (' KlST111() 1 X -N t ISW344 1-..( -1A. OVA 1I C -coo n 1 .c- Rm,i °in k- 1 Pn(uF.(kff) Ala CEO a -1UE 2o■cuJ 2\5'1 .Ui A 2OV(uJ 9J) X ■&) 10/1%n Project Info Project Address CEO 13Tvk A- a Eu0w f Date 6 /21 /on 1 -1.00 5 T R A 1.1 O PR R LVO . For Building Department Use 1 UY W 1LP vJ R , Applicant Name: CA (-) Gcn cm R0 n A.ATt 0 /.1 Applicant Address: l0r6 1 WA S0 f.() . ST. Lruh5 Applicant Phone: C� 1 4`0-,1 — 1,1 Cl A 1994 W€,..lington State Nonresidential Energy Code Con,, .ance Form Mechanical Summary MECH -SUM 1994 Washington State Nonresidential Energy Code Conpiance Foam i994 EX\6t11.)& (yfl5 tiE4Z14( E1.Ecc0.\c COOLt1J(r PA WAGED (ZOOS I v..) lt.l- Be fteusso. NEw t O SYS'te elks wt Q z MSTA1-LtD Ourr.(1N ROOM gl1il•L Rio ADO OtG.T 6161EM AD!)ED TO f EauF OFi= \c.. AiE,W IJAuAA amskGt-, M14A1Rf AS-NIT Sy SS M V,]51 L (A6- fl)l0E0_ Project Description Briefly describe mechanical system type and features. Compliance Option X I Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The foNowing information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. ' As tested according to Table 14 -1, 14 -2 or 14-3. ' If required. ` COP, HSPF, Combustion Efficiency, or AFUE, as a rflIBRIVOT CENTER 5 Flow control types: VAV, constant volume, or variable speed. _D KWILA 2000 ET a+` mrxt T^s.Hp.,M rrirMt reztr PAS System Description See Section 1421 for full description of Simple System qualifications. It Heating/Cooling or Cooling Only: Constant vol? ❑ Split system? A Air cooled? lill Packaged sys? ❑ Economizer induded? ❑ <54,000 Btuh? If Heating Only: ly' )51 <5000 cfm? sst <70% outside air? Mechanical Summary (back) MECH -SUM 1994 Washington State Nonresidential Energy Code Conpiance Forms Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type 5000 cfm? <70% OA 54,000 Btuh 1900 cfm onstan olume r Cooled? Split stem? 54,000 Btuh 1900 cfm or Cooling Only Simple System Allowed Heating Only no Complex Systems 1994 Was,rington State Nonresidential Energy Code Cortr .once Form eatin• Coolin ( Reference Sec. 1420 no April, 1994 Y Use Complex f Reference System Sec. 1430 ■ Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project ilECEIVED CITY OF TUKWiLA JUN 2 2 2000 PERMIT CENTER c6 0: � . U N to UJ NIA W uj J. = d, Z � H 0 Z 1•- O 171- UJ — O Z lij 0 : Mechanical - Complex Systems Checklist 1994 Washington State Energy Coda Corr fiance Forms MECH -COMP April, 1994 Project Address "W . 9. cl,‘._vio. TUv(u11► vAIi� Date b 121 f o o The following additional information is necessary to check a mechanical permit applicatio for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (circle one) Code I Section Component Information Required Location on Plans I Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes no n.a. 1431.1 Field assem. sys. Provide calculations 1432 Controls yes no n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control yes no n.a. 1432.2.1 Air systems Indicate automatic reset yes no n.a. 1432.2.2 Hydtonic systems Indicate automatic reset yes no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yes no n.a. 1434 Separate air sys. Indicate separate systems on plans yes no n.a. 1435 Simul. htg. & dg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yes no n.a. 1436 Heat recovery indicate heat recovery on plans; complete and attach heat recovery calculations yes no n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yes no n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules If "no" is circled for any question. pr explanation: 1994 Wasi,.,lgton State Nonresidential Energy Code Comf. ..ice Form Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the Indicated Code sections for more complete Information on the requirements. Section 1432.2 Hot Water Supply Tanpaaatre Reset Controls Required Start Here Section 1411.1 Equipment Pa(. Shall Meet Tables 14-1 through 14-3 Capacity of 11W Heating System Greats Titan 600,000 Bath? Held - Assanbled Equipmau? Air Systan Serving Multiple Zones Section 1431.1 Calalations of Total On -site Energy Input & Output Required Section 1432.2.1 Supply Air Reset Controls Required (continued on back) Yv.Nnba.R.+.t» % T. cNB^<: 0} 9! a' xenWp :_a?Pr7NC�'R'�.'1GF!PiaiN; RECEIVED CiTY OF TUKWIIA JUN 2 2 2000 PERMIT CENTER 1994 Washington State Nonresidential Energy Code Coml. .ice Form Mechanical - Complex Systems (back) MECH -COMP 1994 Washington State Energy Code Coniplianas Forms April, 1994 (continued from front) Heating & Cooling in ono Pacage? Supply Air> 5000 CFM a °wade Air > 70187 Coding Capacity> 54,000 Staid Application Involves Variable Rows? >225,000 Blob Capacity? Cooling C+padty 84,000 Bog? Total Bldg Capadty> 240,000 Biota? Sediaa 14114 MCA be Heat Pomp Section 1433 Az-Sido 6aoormmr Requited Section 1435 Frio Powered Terminal Unite Required Section 14126 Modulating or Staged Cembn6on Ccahols Requited Section 1438 Variable Row Devices Required Section 1457 Moan Most Meet Fmdeeeies in Table 14-4 Section 1434 50% Effective Hut Recovery SyMem Required Section 1435 StmWtaneour Heating & Cooling Prohibited 0 RECEIVED CITY OF TUKWILA JUN 2 2 2000 PERMIT CENTER 1994 Wasnington State Nonresidential Energy Code Com1.....nce Form Electric Motors MECH -MOT 1994 Washington State Energy Coda Conpiance Forms April, 1994 Project Address Ur Ar c ufle hurl. "1 kat- - WO Complete the following for all design A & B squirrel -cage, T -frame induction permanently wined polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location HP Type (open or dosed) Description of Application or Use Date / / 0 n For Building Department Use Synch. Speed For motors claiming an exception, list motor and note which exception applies. Mn.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi-speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14-2) . 3. Motors that are an integral part (1.e. not easily removed and replaced of spedaiized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (Le. if the only U.L listing for the equipment is with a less - efficient motor and there is no energy - efficient motor option). RECEIVED CITY OF TUKWILA JUN 2 2 20011 PERMIT CENTLFI i I co 0 Z 1- 0 z j o U ON 0 I- W W: il l z . V =` z Open Motors Closed Motors Synchronous Speed (RPM) 3,600 1,800 I 1,200 3,600 I 1,800 I 1,200 HP Efficiency ( %) Efficiency ( %) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 . 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 1994 Wasnington State Nonresidential Energy Code Com1.....nce Form Electric Motors MECH -MOT 1994 Washington State Energy Coda Conpiance Forms April, 1994 Project Address Ur Ar c ufle hurl. "1 kat- - WO Complete the following for all design A & B squirrel -cage, T -frame induction permanently wined polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location HP Type (open or dosed) Description of Application or Use Date / / 0 n For Building Department Use Synch. Speed For motors claiming an exception, list motor and note which exception applies. Mn.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi-speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14-2) . 3. Motors that are an integral part (1.e. not easily removed and replaced of spedaiized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (Le. if the only U.L listing for the equipment is with a less - efficient motor and there is no energy - efficient motor option). RECEIVED CITY OF TUKWILA JUN 2 2 20011 PERMIT CENTLFI i I co 0 Z 1- 0 z j o U ON 0 I- W W: il l z . V =` z Project Info Address C7t���y:�. 1.�.y Date _ I _ For Building Department Use \V 1 1--L \v1 1 • Applicant Name:) G "-' rot Applicant Address: ;:21 3 ! , I , j ge2 ` T • :!:' .. A' Applicant Phone; ?..14 ,f3.1- I) e) '3(17 AUG-12 -94 HI lb:31 1994 W491111pan State Nonnei dsnlal Compliance Option Alteration Exceptions (cheek appropriate box) Location Open Pandang Covered Partdng Outdoor Areas A Envoy Cote Corollaries Fan' $ 0 New eulltling FAX NO 2 0 Addition © Prescriptive Ughting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive d LPA spaces clearly on plans,) la No changes are being matte to tfle lighting Maximum Allowed ting Wattage (Interior Location (floor /room no.) 0 Less than 60 % of the futures are new, and installed lighting wattage le not being Increased 1'44 Allowed Watts per ft Allowed x Area Area in ^ ft2 C occupancy Description " From Table 15.1 (over) - document all exceptions taken from footnotes Pro • osed ttightin Watta e (Interior) (May not exceed Total Allowed Watts for tntertor) Number of Fixtures Location (floor/room no.) t: ..� AipalteA . ft: •tr,+6 1144 `. £c, JCL. ply a� f Iv :� i • I an) ►)3 P 'u, MINUIIIIIIIIIIIIIIIIMEMIIIII IREMINEEF ,C; NWRIIIIIIIIIMMIMIIIIMMEMI AMEMTMNINIEMIIMMINIIIIIMMIIIIII S. �rL + . 2 ( 17.3 tn. IA, / �D rnimom Watts Proposed 24/9 Fbdure Description Total Proposed Watts may not exceed Total Allowed Watts for Intenor Maximum Allowed Lighting Wattage (Exterior) O esonptIon 1 Allowed Watts per ft 0.2 Wrtt (12 W/ft 0.2 Wlft Bldg. (by facade) - -' " 0.25 W / lt B r x• 7.5 WAf Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total osed Li , htin Watta : e (Exterior) (May not exceed Total Allowed watts for Exterior) Allowed Wa tts Total Proposed Watts _"Area in•ft . (or if for perimeter) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts P. 04 r...- - - Allowed Watts xft (or xtf) Use' LPA' (W /ft : Use' LPA (W /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banguet/conference/exhibition hal1 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' ° 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages S ' on 1532 Wholesale stores (pallet rack shelving) • 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Oniv Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type Is 'Other* and fixture answer Is checked, the number of fixtures In the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all tour criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts • • 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Viz igton State Nonresidential Energy Code Corr - ice Form Lighting Summary (back) LTG -SUM April, 1994 Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and l•.CI;IVEI) merchandise display illuminaries are exempt CITY Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise disp3aj w OF TUKWILA 2 2 2008 lumi naries. C1 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined CENTER computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access s t a only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. A .,..ot Vf .r etwx.OWMntamwvNw..., w^_,11 nR.wu ce t..2 20.4.1.wunraesmast c- ..a,;Y+^•••y- ,�.,t�•',wa.»eMw er,;'fr, r'"'""v ,� ,: ""r' LAS'':n'F•£'...ttt'f°.Y!at!11ZA - i':6`"v'x .w., Project Address /, 00' GrQAA . kv ,1lz...\\I E la t \\/A► , Delet e , Z 1 a) In the ,1.,1 The fonewirlp information is necessary to cheek a Ilghdnq parmf application for compllenca with the lighting requirements 1994 Washington State Nonresidential Energy Coda. Applicability Code circle one Section Com - - Information R • ulred l Location on Plans Building Department Notes Ina tlIi(tIK•l1 =I( iT i Fri1 -111 Cell rVIEllin MIME no n•a. MEER WSW* • - schedule with ,• and features e locations TEEM 1 7-141 11111 r WS , _ IN moon u , ?. • - Indian vertical 1st • .ens d)lazinp Indicate over jil n • : Von HRH oval? 1513.4 D Ibis - lal Indicts • a controls ��ieate 1513.5 Exterior ut.ctf Schedule with ,• and features. location (rg no n.a. (a) tidier w - kup Indicate location . fl ,= no M.A. U. Ihdiaale location MN Inter. auto shut -off Indicate location _ C PlEtEli NM MIN no mi. HUMAN - •'• u •1a � 16. :AIM Schedule with and locations - : fi'i.) b o. switches Schedule with • and features baek.0 . override ce • bil Indicate size of zone on lens LIZat1 actions '- or • r cm no MIN ht - um. Form Com . let - . and attached. Schedule with Mss. �� tam -s, ballasts watts • fixture , ripuT tc - 04 r r i 1 o s oo h r HAS NU, G 1994 Washlf.,. an State Nonresidential Energy Cc Compliance Form N, Ub Lighting Permit Pians Checklist 1994INaWss n airs Envoy Cods CamOlranee Farms LTG -CHK A.M.1• action Elec motor efficiency no its. i "no s circled or any question, provi MECH•MOT or Equ ipment Schedule With tut, rpm, etflcten e expl anation: 4 J22tt:ZraZDIMMWmwmr. rats rwr. caws ra s== :.. �::szmr:_a RECEIVED CITY OF TUKWILA JUN 22 2000 PERMIT CENTER eht By: Consulting Engineers- 602 285 1010; EMI Consulting Engineers 2800 N. Central Ave., Suite 1010, Phoenix, AZ 85004 602/264 -1010 Fax 602/285 -1010 Phoenix Seattle Portland San Francisco Loa Angeles Irvine San Diego FAX TRANSMITTAL To : BRIAN MOON Company : REID MIDDLETON Fax Number : Phone Number : Subject : BED BATH AND BEYOND Comments BRIAN, 425 - 741.3900 425-741-3800 ATTACHED PLEASE FIND ANSWERS TO JANUARY 16, 2001 COMMENTS. ALSO ATTACHED ARE REVISE SKETCHES S II IF YOU HAVE ANY QUESTIONS OR COMMENT REGARDS, ROCIO GARCIA CC: DAN KIRCHNER - CASCO CORP - 314421 Call 602/264 -1010 if you do not receive all pages. (314) ( Project # : Nu ber of Pages : 3813 • Hop i(158 Jan- 18- 111 11;56; Page 1 18 Jan 2001 100082.1 l Z. (Including Ns Dover page) From: ROCIO GARCIA, S.E. S-1, SKS-2, SKS-3 AND SKS-4 S PLEASE CALL ME. -FILE .COP1� dnt By KPFF Consulting Engineers-k- 602 285 1010; Response to city comments 2. Wind load has been verified. Please see sheet 5, • .2 3. See sheet 5.5,3 for light gage calculation at • location. We did not receive any shop drawings. 4. Load increase as a percentage of the existing 1 • • was checked. Please see sheet 3.5.5 5, Item No. 13 on sketch SKS -1 not needed It : ; deleted from SKS -1. 6. '/4" diam. thru bolts spacing was changed to 48 o.c. on SKS-2 7. Item # 6 on SKS -2, hanger was specified to be mpson HU66 max. 8. Upper canopy support was added to SKS -3 9. Dowels lap and vertical reinforcement location clarified at SKS-4 Project: Bed Bath and Beyond at T . ' a, WA KPFF job No. 100082.1 Jan -18:01 11:56; Page 2 ent By: KPFF Consulting Engineers. — by RG date 1 /01 Consulting Engineers 2800 Noafh Central Avenue, suite 1010 Phoenix, Arizona 85004 Phone (602) 264.1010 Pax (802) 285-1010 I � � 1.• • 602 285 1010; Jan -18111 11:56; Page 3 ent By KPFF Consulting Engineers 602 285 1010; Jan-18%01 11 :57; Page 4/12 Wril Consulting Engineers 2800 North Centre/ Avenue, Suite 1010 Phoenix, Adrona 85004 Phone (802) 264.1010 Fax (602) 285-1010 ,project Z. X z • 1.. 4.0Q S ,13.. --� by RG date 1 /01 shoot no. 5.s,3 Job no. v oo82, \ 0, 06 u uo it z ,o�t Z @. o. c. eht 8y KPFF Consulting Engineers' 602 285 1010; Section Properties 2505137.33 0.0346 250513743 0.0451 2505137.54 0.0566 2505137-68 0.0713 2505162.33 •`0.0346: 2505162.43 0.0451 250S182.54 0.0566 2503162.88 0.0713 3505162.33 0.0348 3603162.43 0.0451 3603162.54 0.0566 3503182-68 0.0713 3623137 -33 0.0346 3823137.43 0.0451 3829137.54 0.0568 3625137468 ' 0.0713 3823182.33 0.0346 3825182.43 0.0451 3823182.54 0.0566 362S162.68 0.0713 3623200.33 0.0348 3629200-43 0.0451 3625200-54 0.0566 3625200.68 0.0713 4005137.33 0.0346 400813743 0.0451 4003137.54 0.0566 4005137.68 0.0713 4005162.33 0.0346 4003182.43 .0.0451'_` 4005162-54 0.0566 400S162.68 0.0713 4003200.33 0.0348 400520043 0.0451 4005200.54 0.0568 4005200.68 0.0713 5503182.33 0.0346 5503162.43' 0.0451 5503162.54 "..0.0568 5503182-68 0.0713 600313733 0.0346 6003137.43 0.0451 6005137.54 0.0566 6005137.68 0.0713 6005137.97 0.1017 800S162.33 0.0346 80os162.43 0.051 8006162.54 0.0566 6003162-68 0.0713 6003162.97 0.1017 600520433 0.0348 600320043 0.0451 600520044 0.0666 6005200.68 0.0713 6003200.97 0.1017 600S250-43 0.0451 6003250.64 0.0566 6003250-68 0.0713 6003250-97 0.1017 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.323 1.10 0.778 0.388 1.551 0.078 0.491 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.497 1.69 1.165 0.582 1.531 0.112 0.475 0.275 0.94 ' • 0.692 . 0.346 1.588 0.103 `0.611. 0.357 - 1.21 0.892 0.446 1.581 0.131 0.606. 0.443 i, 1.51 1.093 0.549 1.574 0.159 0.600 0550 • 1.87 .' 1.346 0.673 1.564. ; 0.192 0.691 0.310 1.05 0.512 0.406 1.619 0.183 0.769 0.402 1.37 1.047 0.524 1.615 0.236 0.784 0.500 1.70 1.292 0.646 1.668 0287 0.758 0.622 2.12 1.5899 0 1.599 0.349 0.750 0.327 :' 1.11 1.458. 0.530 2.112 • 0.113: 0.424 • 1.44 1.883 0.885 2:107' .0.145•• 0684 0.528 1.80 2.324 0.845 2.098 0.176 0.577' 0.657 224 + 2.881 1.040 2.088 0.212: 0.568 0.318 1.08 1.582 0.527 2229 0.069 0.464 0.413 1.41 2.042 0.881 2.223 0.087 0.459 0.514 1.75 2.518 0.539 2.213 0.105 0.452 0.840 2.18 3.094 1.031 2.200 0.125 0.443 0.689 3.03 4.188 1.396 2.170 0.159 0.422 0.344 .1.17 1.793 0.598 2.282 0.118 0.581 0.447 2.316 0.772 2278 0.148 0.576 0.558 1.89 2860 0.953 2.267 0.180 0.570 0.693 2.38 3.525 1.175' 2.255 0218 ' 0.560 0.968 ' 3.29 4.797 1.599 . 2229 0.283 0.541 0.379 1.29 2.075 0.692 2.340 0.209 0.743 0.492 1.67 2.683 0.894 2.335 0.268 0.739 0.613 2.09 3.319 1.106 2.327 0.328 0.732 0.764 2.60 4.101 1.367 2.316 0.400 0.723 1.067 3.63 5.612 1.871 2.293 0.530 0.705 0.537 1.83 3.082 1.027 2.396 0.458 0.923 0.870 2.26 3.819 1.273 2.388 0.562 0.917 0.836 2.64 4.727 1.576 2.378 0.e88 • 0.908 1.169 3.98 6.496 2.165 2.357 0.923 .0.889 0203 0.156 3.09 1040 1.272 0261 0.205 4.53 1360 1.260 0.318 0255 5.76 1656 1.250 0.386 0.309 7.19 2017 1250 0235' 0.180=355 1040 1274 0.302 0240 522 1350[1;253 0.370 0.296 6.57' 1656 ;1250 0.450 0.360 8.21 2017 4250 0.508 0279 5.50 1046 1.779 0.654 0.372 8.08 1777 1.755 0.804 0.460 10.20 2403 1.750 9985 0.563 12.83 2969 1.750 1.456 . '.512-10.11. 670 2.787 1.883"i ' - 1487':2757 2.324. '.845 18.78 2799 2.750 2.861 :.040'23.72.4442 •2.750: 0.953 0.4.57 15.40 3446 2.034 1.165 0.581 20.10 5196 2.002 1.098 0.533 15.96 3446 2.026 1.948 0.668 22.80 5196 2.009 1292 0.580 17.36 3446 2.091 1689 0.796 25.41 5196 2.035 1 • 2324',0.621 24,59 2967 2.782 2.581 1.031 34,94 5468 2.761 0.099 0.200 -0.987 1.908 0.732 0.219 0.253 -0.976 1.897 0.735 0.428 0.306 -0.967 1.884 0.737 0.842 0.365 - 0.958 1868 0.738 0.110' 0358' . -1288 2.133 '0.635 0242' 0.453 -1:276 2.121 ' 0.638 0.473 0.550 -1.268 2.108 0.638 0.933 9663 -1253 2.082, 0.639 0.124 0.689 -1.715 2.481 0.522 0.272 0.878 - 1.703 2.468 0.524 0.534 1.068 -1.695 2.456 0.524 1954 1.295 -1.686 2.441 0.523 0.130 0.704 -1.134 2.468 '0.769 D268' 0.894 -1.123 2458.;0.791 0.584 1.088 -1.114 2.445 0.792 1.114 1.316 -1.103 2427 ' 0.793 afr. 1ya98C;� -f10 / Lam, +� s1• }imp M ..1,: u4 `�' ... > , 4 44 ' f1r_y 0.197 0.67 0.203 0.163 1.015 0.062 0.515 0.255 0.87 0.281 0208 1,010 0.067 0.511 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.390 1.33 0.388 0.309 0.994 0.095 0.495 0.223:' 0.76 : 0.235 0.188 1027 , • 0.087.0.624 0.289. 0.98 ' 0.302 0242 1.022 0.111 ' 0.620 0.358 1.22 0.370 0.298 1.016 , 0.135 0.613 0.443... 1.51... 0450. 0.380 1.007' . 0.162 0.805 0256 0.88 0,508 9290 1.404 0.098 0.817 0.334 1.14 0.654 0.374 1.400 0.125 0.812 0.415 1.41 0.804 0.480 1.392 0.152 0.606 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.236 0.80 0.479 0.264 ' 1.424. 0.059 0.501 0.306 ' 1.04 0.616 0.340 1.419 .0.075 0.497 0.379 1,29 0.756 . 0,417 1.411 0.091 0.460 0.470. L1.60 0.922 0.509 1.401 ' 0.109 ;0.480 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.340 1.16 0.710 0.392 1.445 0.127 0.511 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.524 1.78 1.069 0.590 1.429 0.186 0.596 0.297'_ '.1.01., 0.648 _ 0.358 1.478 .'0.177'., 0.772 0.365 _1.31 '' 0.838 "0.461 1.474 0227' ' 0.767 0.479 1.63 1.030 0.588 1.487 0.277 0.761 0.595 2.02 .1.265 0.898 1.458 0.337 0.753 0.479'0254 5.02 1039' 5.842 0.616 0.334 7.38 1777 1,829' 0.756 1 0.417 9.43 2497 8.812 0.022 0.509 11.87 3076 ;1.812: 0.551 0.292 5.77 1039 1.843 9710 0.389 8.46 1777 1.818 0.873 pp.481 10.69 2497 1.812 1.069 0.590 13.44 3078 1.812 0.643 ',.318 8.29 1039'1:1.996 0.836 448 8.85 1777 .1 :634. 1.030 0568 12.36 2497 , 1812 1.265 +.698 15,54 3076 1.812 0.603 0.290 5.74 936 2.031 0.778 0.382 8.43 1777 2.014 0.953 p.477 10.70 2777 2.000 1.155 0.582 13.58 3429 2.000 0.692`:.332'6.57 •' 936 T!2.032.' 0.892 • .443 9.63 1777.2008 1.098 0.549 12.18 2777 -2.000 1.348 ' 0.873 15.34 3429,"2.000. 0.805 0.362 7.16 936 2881 1.047 QS09 10.06 1777 2.023 1.292 0 0646 14.06 2777 2,000 1.569 795 17.68 3429 2.000 1.562 colo 812 3.039 2.042 0 .670 4.80 ,358 3.018 2.518 4.839 1 . 2706 3.000 3.094 1031 24.05 4442 3.000 4.188 1396 34.48 7372 3.000 1.793 4577 11.41 612• . .3.039 2.316; . 01767 16.68 1358 1.007 3.007 2.860 ,4953 21.17 2706 - 3.000. 1 4.797.-1 99 38.37 -75 28.79 .4442 `•3.000. 7372 3.000 2.059 617 12.20 612 3.136 3.525 1 2.683 1873 17.24 1358 3.028 3.319 11106 24.07 2708 3.000 4.101 1 367 30.42 4442 3.000 5.612 1 43.49 7372 3.000 3.082 . 01918' 18.14 1358 :3.134, 3.819 1159 22.90 2708 3.115 4.727 30.08 4442 ;,3.045.. '6.466' 2160 48.80 7372 '3.003 Tr: 0.318 0.244 8.22 2510 1.274 0.388 0.308 10.65 3067 1.251 !..!;,.1; .: h , 0.27D 0.288 8.62 2510 1.267 0.460 0.357 12:10. 3057 1.255 0.804 0.447 13.37 3446 1.773 0.965 0.557 18.89 4483 1.758 0.756 0.400 13.47 3446 1.844 .0.922 0.508 1768 4681 1.814 0.873 0.468 14.00 3446 1.836 1.069 0.584 1960 4661 1.820 ;1.030 0.509 15:25 3448 1.59e 1:285. 0.673 22.34 4681 1,544 2.518 0.809 2723 2708 3.042 3.084 1.029 3580 5468 3.002 4.188 , 1.398 50.80 11124 3.000 ' .2.560:9927 27.76 2708 3.034 3525..1,184 39.45 8488 5011 '4.797. 1.599 56.73 11124 3.000 3.319 1.002 30.01 2708 3.117 4.101 1.317 43.71 5468 3947 5.612 1.871 84.53 11124 3.000 3.760 1.069 32.00 2708 3.207 _ 4.727 :.1.342 40.19 5468 3.191 6.496 2.083 69.39 11124 3.082 0.079 0.075 -1.170 1.633 0.486 0.173 0.094 -1.158 1.620 0.489 0.337 0.113 .1.150 1.608 0.488 0.661 0.134 -1,142 1.593 0.486 0,089 :0.144 - 1.501 .1.9230.390 0.196 0.182 -1.489 1.009 0.322 0.383 0.219 -1.482 1.898' 0.752 :' 0.262 -1.474 1.885 •0.389 0.103 0.273 - 1.351 2.044 0.563 0.227 0.345 -1.339 2.031 0.565 0.443 0.418 -1.331 2.019 0.568 0.872 0.503 -1.321 2.004 0.565 0.094 0.162 -1.026 1.826: 0.684 0.207 0.204 -1.015 1.814 0.687 0.405 0.246 -1.006 1.801 -0,688 0.797 0.294 -0.996 ¶.784 0.689 0.105 0.293 -1.335 2.065 0.582 0.230 0.371 -1.323 2.052 0.585 0.451 0.449 -1.314 2.040 0.585 0.887 0,540 -1.305 2.024 0.585 0.118 0.571 - 1.770 2.432' 0.470 0261 0.728 -1.758 . 2.419 '0.472 0.511 0.884 -1.750 2.407 '. 0.471 1.008 1.070 -1.741 2.393:0.470 0.127 0.493 -0.823 2.421 0.884 0.280 0.625 -0.813 2.411 0.886 0.549 0.757 43.804 2.398 0.888 1.084 0.911 -0.793 2.380 0.889 3.066 1.179 -0.770 2.341 0.692 0.137 0.651 -1.091 =2595. 0.823 0.303 1.092 - 1.081: 2585' 0.825 0.594 1.318 - 1.072 2.572 0.826 1.174 1.596 -1,061..2.554 0.828 3.329 2.093 -1.039 2.518 0.830 0.151 1.577 -1.479 2666 0.734 0.334 2.012 .1.468 2.855 0.736 0.655 2.481 -1.459 2.842 0.737 1.295 2.997 -1.448 2.826 0.737 3.679 3.981 •1.427 2.791 0.739 0.364 3.379 -1.898 3.193 9647 0.715 4.146 - 1.889 3.180 0.647 1.416' 5.071 -1.878 3.164 0.647 4.030. 6.798 -1.857 3.130 0.648 ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6. SSMA i!i4';a.Wim'nr.' .1 6 �+ l 1c3 Z0. Structural (S) Stud Section Properties Jan -18 -n1 11:58; Page 5/12 5,31 7 z cr W 6 U0 11.1 H CO u W LL co Z W I- Z W W U 0 S 0 I- 111 W 1-- U. O W U2 0 z ent By:•KPFF Consulting Engineers'__ 602 285 1010; Jan -18.01 12:01; Page 6/12 EMI Consulting Engineers 2800 North Cantrel "anus, Suite 1010 Phoenix, Arizona 85004 Phone MO2)2644010 Fax (602) 285-1010 project I I ' W ; t , VT1 ,Z - z. . x: t ` 0 0 • w &") ( 3 -5) z �Z) t I uoo .... .4.OU 0 W i (7)(5: $-� Vii( (s)!( 03 b r RG date ti /01 job no. }0008 Z, iPg'� i ! �a =1.6 sheet no. s Fall~ 1 -t)... . 5- . o 5 7 6 wt \C, w� Cpu� (VATtiVE.k�. ent By: KPFF Consulting Engineers*.. 602 285 1010; Jan -18 -01 12:10; Page 7/12 Consulting Engineers 2800 North Central Avenue, Sulk 1010 Phoenix. Arizona 85004 Phone (602) 264-1010 Fax (602) 285.1010 project by RG date /00 sheet no. 5• S, job no. = 18 "x2.10= 39' 3, Io i�cZ 0 * i t3 Y 4a ) +_ 19 aC zw , 2 .......... 2 . ,.73 G.\= v ent By:' KPFF Consulting Engineers: --, Consulting Engineers 2100 North Contra! Avenue, SuA'e 1010 Pho.Mx, Afizona 15004 Phone (602) 2644010 Fax (602) 28541010 protect 802 285 1010; Jan- 18 -_01 12:11; by RG date 101 job no. 09 , Page 8/12 sheet no. s tr2, 1 1'0 mN X Z m o P12 N tn. Al o D y ru v A = Cn Q U r • L '1735 I - (M01 39 v v 1 1,17/1 - 1 d fr/! v 1 A PIM Nig* Ur Nai1131 • v 4 0 v Q/1 `d '1035 L Q I ZI9 1'd 1ZI Odd fl - Pcgz. n l acAvwbrci 'XVW .I 'EZ '61109 9N01 x tP.L /I (Z) 'LZ 'a19NV (A"1'1)) 9N01 „91x9 /Ex9xE- . IZ 'S.L 1O9 LOSV 4).WG 0')/N1 3.1.V1d "US .91 X .L /I 'OZ •)1220 BOON 9N115IX3 121 - SQfLL9 O.NI QN3 H 1V 9MM7S ZI* (Z) /M .l"11 11Nan '7'O ..91 0 N7V211 'V9 BI 09 'GI '7'0 „9f0 ® L'(31X0%4 'LI 'CMG H71/3 01 f SM32175 Cl* (4)/M dIl7 „ Z I X 'd9 CI - 91 09 ',i7V2i '1x07 X „LI X 'V9 ZI "5I 'OrLLS V3 ld SM3217S CI* .17/1 » Sl Ol 9NV j7/ k) '70 ,e 9N01 .9x (A'11) ..011x Sx.E 1 'El '91109 LOGY 4 (Z)/M 319NV 914I173NNOO 9N01 09xtf/Ixtrxirl 'II 7'O ,e ®. /Ix. 'X.i' 1 "01 '7O ,Q A 31'1d V .WIX,.Sx.10 'b - 1x07 X LZX01 7W 'Q S9NIMVaiC V2 11f117311H',?3V 213d 1.3dd?Jyc! "1 ' „9 ® 51109 f1NH1 4 (E) - 9 '9N01 , bLXQ /Sx,1x01 51 'S 'NrT fid 9NIISIX3 ' b '919 9NI1SIX3 "QN0).39 NWf1107 9NI1SIX3 - Z TTVM 'V9114911 ' I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. X'dW „Q - 11 03 -n - n 0 0 U) 1 10 m z In r D m 1 rn 0 N N (71 0 O 0) Lo co N 1N9W(100a 3Hl 1O AJJIVflO 3H1013f1O SI 1130110N SIH1 NVH121V310 SS31 SI 3WM2iI SIH1 NI 1N3WflO0a 3H1 AI 30110N Pe Ira 13 �� 1. LIGHT GA. WALL 2. EXISTING COLUMN BEYOND. 5. L 4 "x4 "x1 /4" ® 8' O.G. 4. EXISTING PURLIN. 5. L 9`x5" 1 4" (LL.V.) xb" LONG. 6. NEW 6x12 MEMBE A/SIMPSON HU66 MAX. HANGER AT BOTH ENDS. 1. PARAPET PER ARCHITECTURAL DRAWINGS. 8. MG 10x22 x CONT. Q. 9 "x5 "xl /4" PLATE ® 8' O.G. 10. 5 *12 SCREWS AT EA 5 D. II. 3/4" m THRU BOLT O.G. 12. 12 GA. x I2` x GONT. TRACK. 13. (3) *12 SCREWS TO EACH STUD. 14. MC 8x18.7 ® 48" O.G. DO NOT OVERLAP Y4/ KICKER. 15. b ", 18 GA. TRACK G 16' O.G. VERTICALLY W/(2) *12 SCREWS AT EACH END INTO STUDS. b" 16. 12 GA. CLIP W/(4) *12 SCREW TO EACH STUD_ IT. I" MAX. PARAP T LATERAL SUPPORT AT GRID A ent 8y :• KPFF Consulting Engineers;_, SECTION A 18" MAX. 602 285 1010; B 1 /4V *PPS 4 CANOPY SUPPOR S PROJECT BED BATH a TUKN►I LA INA. ll PROJECT NO. 100 82.2 SECTION IS AT -TTOM CONNECTION EYOND Jan -18 -01 12:13; Page 11/12 CLR. 2 Ergs 2800 NORTH CENTRA AVENUE, SUITE 1010 PHOENIX, ARIZONA 5004 PHONE C602) 264 -10 0 FAX C602> 285 -1010 1. 1/2" x 8" x 14" PLATE. 2. TS4 "x4 "x I/4 ". 5. EXISTING 3/4 "0 BOLTS. 4. (2) NEIN 3/4 "c BOLTS EPDXY INI T H SIMPSON SET OR APPROVED EQUAL. 5. 6" EMBEDMENT MIN. 6. 8" x 9" x I /2" PLATE AT BOTTOM CoNNECTI oN. 6" x 6" x 1/2" PLATE AT TOP CONNECTION. 7. CANOPY BOTTO MEMBER. . EXISTING CONCRETE COLUMN. G 9. CANOPY TOP MEMBER. 10. $2 CLEVISE NN/3 /4 "cP A5O? BOLT. U. 5 /8 "eP THREADED ROD. REV, 6" SECTION C. AT TOP CONNECTION A, CITY / I \ COMMENTS I/01 DATE 1-01-01 DRN, HLG CHK, SKS —S re '� o G' rn w t • J' LL Q 21d O: t z ► — w W . O 0 H; .w w H a ii z 0 s2 exit By:. KPFF Consulting Engineers;_ 802 285 1010; I. 4" CONCRETE SLAB ON GR W/ 6x6 - 1"42.9 x 1N2.q W.W.F OVER 4" A.S.G. 2. ADJACENT FINISH FLOOR GRADE. 3. (2) #5 CONTINUOUS. 4. #4 a 18" O.G. 5. 6" THICK CONCRETE WALL. = 2500 PSI. 6. 1 -6" 7. #5 @ 18" 0.G. 1' -8" R ESTRA I NEfl RETAINING WALL AT ICIEST ENTRANCE inn" 2800 NORTH CENTR PHOENIX, ARIZONA PHONE (602) 264 -1 FAX 4602) 285 -1010 Msaw•ereM++nwn DE 8. q. R 10. BEYOND PROJECT NO 100'' Engineers l AVENUE, SUITE 1010 5004 10 Jan -18.01 12:14; 3 -6" .... rzve*a REV. / 1 \ G MMENTS I /01 Page 12/12 DOWELS TO MATCH AND LAP VERTICAL REINFORCEMENT. EXISTING FLOOR SLAB. #5 @ 18" 0.G. EPDXIED W/ SIMPSON SET (OR APPROVED EQUIVALENT) INTO EXISTING SLAB. DATE I -09 -0I DRN. HLG CHK. SKS -4 re w 2 (.) 0 N0 u_ w 0 g �_. Z � o Z � 2 o i0 1-' w ui Z — H O 2 I understand si ibjecf to Introduction Fire D o o m 1 0 0 1 0 , Overhead Door Corporation can accommodate 0 . P �C��t[p most any project requiring a listed fire door. Available listings include: D - 24 • Underwriters Laboratories 4 hr., 3 hr. and 1 1/2 hr. • W. c 1 U • Factory Mutual 3 hr. and 1 1/2 hr. RECEIVED CITY OF TUKWILA AUG 3 1 2000 PERMIT CENTER oors Overview This section contains all the information needed to choose and specify a listed fire door or counter fire door assembly. The preceding selection guide should be helpful to you in selecting the appropriate series door for your application. Following is a description of each specific fire door series as well as special Design Considerations to be aware of during the planning stages of each project. • Underwriters Laboratories Canada 3 hr. • New York City (MEA) CORRECTION LTR# 1 Note: Optional items appear in parentheses. • California Fire Marshal's Approval Fire doors meet NFPA 80 compliance, and the operation and auto close mechanisms are Factory Mutual tested and approved. Doors are also listed for applications on masonry fire wall construction, brick, hollow and filled con- crete block, and concrete fire walls. Doors are also available listed for non - masonry applica- tions, and can be installed to wood or steel jambs within certain size limitations. Features include a fusible link, required on both sides of the wall per NFPA 80, that separates at 165 degrees Fahrenheit to automatically close the door. Automatic closing under a gov- ernor control is standard. On all wall mounting applications, upward - expanding guide assem- blies allow the door guides to be in contact with the floor, providing a more secure flame barrier and an attractive finished appearance. Options include UL Listed FireLite° vision lite panels on F265 slats and UL listed brush seals for applications which have requirements for 630 Series • Label: For fire doors up to 144 sq. ft. and 12' in width or height, UL and FM 3 -Hour Class A Label ULC 3 -Hour Label UL 4 -Hour Label UL & FM 1 1/2 Hour Class B Label for non - masonry fire walls For fire doors over 144 sq. ft., UL Oversized Fire Door Label For fire Doors over 144 sq. ft. not exceeding 18' in height, FM Oversize Fire Door Label • Max Size: 24' w x 24' h • Slat Profile: curved or flat • Slat Material: 22, 20, 18, 16 ga. galv. steel and 20 ga. stainless steel are available dependent upon slat type and door size • Finish: gray (tan) (powder coat) • Bottom Bar: two structural steel angles • Guides: roll - formed steel shapes on doors thru to 12' wide, three structural steel angles min. 3/16" thick on doors over 12' wide, structural steel angles on between jamb mounts • Hood: 24 ga galv. primed steel through 19' 22 ga galv. primed steel over 19' wide • Operation: push -up (chain hoist, crank, motor) • Mounting: face -of -wall (between jambs) Overhead Door Corporation PO Box 809046 Dallas, Texas 75380 • 1. 800. 887 -3667 + +.z- 6iQiLiF ,dr}t3aAeira�».kfkN�:�!i tl�.'lcr��3x: smoke retardation. Curtains consist of interlocking curved or flat profile slats with endlocks to maintain align- ment. Slats are roll formed, galvanized steel and receive a rust- inhibitive roll - coating process which includes bonderizing, baked -on prime paint, and baked -on polyester top coat paint in gray or tan. Optional powder coating finish is available in a variety of colors (see Overhead Door Corporation's Rolling Door Sweet's brochure for available colors). Optional slat material is 20 gauge stainless steel on doors up to 20' wide. The door's counterbalance is composed of helical torsion springs housed in a pipe barrel supporting the curtain with a deflection limited to .03" per foot of width. Fire doors can be provided up to 28' wide x 17' high with hand chain operation. Large fire doors can be provided up to 40' wide x 68' high with electric operation. Bottom bars are two structural steel angles. Sloping bottom bars are available for uneven floor conditions with a limit of 1/2" per foot of opening width. Bottom weatherseals are optional. The hood is equipped with a thermally controlled, internal, galvanized steel flame baffle, when required. Rua cep re 2 O 0 N 0 W = J N L. W 0 g ~ J • ' N d . W , Z i 0 Lti O U 0 1- = i- ll. O , Z U N Z i Wall Opening Width — Automatic A — Closure Mechanism — Fusible Link Fire Doors Door Clearance Elevations Operation: Push -up, crank, chain hoist or electric. For clearance details on electrically operat- ed doors, see Motor Operator detail pages at back of this section. • Add 7 "for crank operation. Slat Data Headroom Clearance Dimensions 10 1/2 "— Tension — End C187 Slat So 17/32 "._ 630 Series Face -of -Wall Mounted A C275 Slat Dimensions A and B C187, C275 and F265 Slats Door Assembly Width 13 1/4 "• . — D d E B Flame Baffle — Headplate Beyond Max. Wall C187 Slat 0275 Slat F265 Slat Opening Height" A B"• A B•" A B "" Thru 8'0" 17 1/2" 19 5/8" 18 1/2" 21 5/8" 18 1/2" 21 5/8' Thru 101)" 17 1/2" 19 5/8" 19 1/2" 23 5/8" 18 1/2" 21 5/8' Thru 11'0" 17 1/2" 19 5/8" 19 1/2" 23 5/8" 19 1/2' 23 5/8" Thru 12'0" 18 1/2" 21 5/8" 19 1/2" 23 6/8" 19 1/2" 23 5/8" Thru 13'0" 18 1/2" 21 5/8" 22" 23 5/8" 19 1/2" 23 5/8' Thru 14'0" 19 1/2" 23 5/8" 22" 23 5/8" 22" 23 5/8" Thru 16'0" 19 1/2" 23 5/8" 23' 25 6/8" 22" 23 5/8" Thru 18'0" 19 1/2" 23 5/8" 23" 25 5/8' 23" 25 5/8' Thru 19'0" 19 1/2" 23 5/8" 24" 27 5/8" 23" 25 6/8' Thru 21'0" 22" 23 5/8" 24" 27 6/8" 24" 27 5/8" Thru 24'0" 23" 25 5/8" 24' 27 6/8" 24" 27 5/8" • Height Limit for non- masonry jambs is 12W. •" Add 2"for electric operation. F265 Slat Slat Opening Width Standard Optional C C187 Thru 14'0" 22 ga! 20 ga. or 22 ga. ss* Thru 20'0" 20 ga. 18 ga. or 20 ga. ss C275 Thru 14'0" 22 ga! 20 ga. or 22 ga. Ss* Thru 20'0" 20 ga. 18 ga. or 20 ga. ss Thru 24'0" 18 ga. 16 ga. F265 Thru 14'0" 22 ga.+ 20 ga. or 22 ga. ss* C Thru 20'0" 20 ga. 18 ga. or 20 ga. ss Thru 24'0" 18 ga. Slats are galvanized and painted or stainless steel (ss). 5/1P-1 • Maximum wall opening height for.22 ga. is 1210 ". 1 Overhead Door Corporation PO Box 809046 Dallas, Texas 75380 • 1- 800 - 887 -3667 Section A - El J � � Fire Doors Angle Guides Section B -B 9 Hour Masonry Type Fire Walls Dimensions * For max. wall opening height. 1) Curtain 1/4" Steel Jamb 630 Series Face -of -Wall Mounted �— Headplate Beyond Guide Clearance Dlmenslons G and M* C187, C275 and F265 Slats Max" Wall Opening Widths G Thru 8'0" 3 1/4" 5 1/2" Thru 12'0' 3 3/4" 6" Thru 14'0" 4" 5 3/4" Thru 16'0" 4 1/4" 6" Thru 20'0' 4 3/4" 7' Thru 24'0" 6 3/4' 8" M Curtain 1/4" Concrete Jamb Headplate Beyond ...1.144,13.12... 2. i. Yt nt .9 c wi Overhead Door Corporation PO Box 809046 Dallas, Texas 76380. 1-800-887-3667 F.8 N � N W 0; LL Q co 0 F- W Z E , O , iE ul i O co; W! = I ILL • Z O ent By KPFF Consulting Engineer 602 285 1010; MB Consulting Engineers 2800 N. Central Ave., Suite 1010, Phoenix, AZ 85004 602/264.1010 Fax 8021285.1010 Phoenix Seattle Portland San Francisco Loa Angeles Irvine San Diego FAX TRANSMITTAL To : BRIAN MOON Company : _ RED MIDDLETON Fax Number : 425.741.3900 Phone Number : 425. 741.3800 Subject : BED BATH i BEYOND ! TUKWILA Comments : BRIAN, COLUMN TO THE EXISTING BTRUCTU CC: HOWARD NUSBAUM - MARKET CO RACTORS ( 206 ) 277.2769 Call 602/264 -1010 If you do not receive all pages. Jan- 11-^' \1 10 :50; Page 1 ATTACHED PLEASE FIND THE FOLLOWING SEALED SKETCHES, 8KS-1 TO SKS-7. SKS-1 AND SKS-2 ARE THE FINAL DET LS FOR THE PARAPETS SUPPORTS. SKS -318 FOR THE EXISTING CANOPIES INSTALLATION SK8-4 IS FOR A SMALL RETAINING WAL AT THE WEST SIDE RAMP SKS-5 TO SKS-7 ARE FOR ADDITIONAL ONNECTORS FOR NEW STEEL (4 Date : 11 Jan 2001 c ia$ Project* : 100082.1 CO Ill Number of Pages : 8 O ' mousing This Dover Paw) LL ' ; From: ROCIO GARCU = p; � z ' w w p ` FILE COPY o — w — = v .z N I•= 5 ,— z xxlematuanc:.i.r= 13aL , MOI,W[42WWK6 ent By-, KPFF Consulting Engineer_ .0P1L JAN, 10. 2001" 4:30Pe ngsneers, 1 -I /4" DRN. GM/HLG 2000 NORTH CENTiAI. AVENUt. SUITE 1010 1/10)0I PMCNOt, ARIZONA II5004 , nog (6 3 FAX liaa) WIRES 'I Oh 0! 602 285 1010; 602 285 1810;' PRQJ T SED BATH a SEYON17 TUKWILA WA. PROJECT NO. IOOa2.2 , WIZ M�i *.+Imrt.�.r.� —. _ - ww.uwr�s».�aabawaaw +u Jan -1 1 1 10:51; Jan•9•01 au; No. 6'(btl 10' MAX ® , M N5' MIN REV. Page 2 'r, u w a DM CHK. i:: trz,.•.' ^,•+fb"".mrenr.nter „,,,( rota iellgiU!! INWINHmN4Klf WM5441.105167/?2 UO co 0 cu u. WO ga a _ ° F w u j O : O tt . LU F- r . w Z z e,nt Bys KPFF Consulting Engineers "" ` JAN. N. 2001 4 : 30p 1 eng .nears; 11) 666 .1 vita ' pi�plt p ' IMALi 1 1,. 1 ne �� 11 ■ iti 1 1 1 1 1 1 SUK 4 19 ?60 .- �Q7 �+IS'l'L� 0 010,1. f�iofol D(PIRES 1 D /1 al.. ROJECT BED B TUKWIL PROJECT NO 100 • 2200 NORTH CENT PNUCNIX, ARIZONA PNCi1C 060a) tiI- rAX (Gael ns -10 k f f H a BEYOND WA. ' 62.2! • mows O AAvENUC. SNITS 1010 010 REV. DATE I-0 DRN. 4 CHIC. SKS- 2 (�o;AOr aul#aN:- ts u g - 0 g _:_ poig, 1! 401VCIP y 11 . i mil 6 0 V - -1 Ch i > . ) a -' f r -zaN / a v N - : �i N > 4j(11 w -tm ' a 310 = .As .pp gt Ella 8 F ' . k‘ Z i r 3 1. N .r 1 111 I P Npr 10' MAX ' MIN D 602 285 1010; tltri 'Ltlb 010; Jan -1 '1 10:51; Page 3/9 Jan -9.01 1 41; No. 6768 T. 3/9' eazu:= rrr�,,•.,•,••:n ne,rtti.kparn.,, wow trrAs!rAly rtteP ANAN!' i .14?AS4r %±4 ARWA!vgt .w' UO'. woi 0w; w o 3 u . uf ow o 11J w: z U N z e.7t eye KPFF Consulting Engineers 602 285 1010; "�" ` JAN. 10, 2001" 4 : 31 nttn 1114ICTION A /idol EXPIRES 10/10/ 0 802 285 1010;. ■ CANOPY SUPPORTS - 7" PROJECT BED BATH s TUKWILA WA PROJECT NO.I000D2.2 K • II ?A00 PCOIITN CEPIT PNCEN1X. ARIZONA PHONE C602) 264 FOX MOD 215 -10 BEYOND A AL VDwE, SUITE D10 • Jan -11 ' 10 :52; Page 4/9 Jon -9 -o1 1. .1; H. 6768 ' . 4 /Ww MOTION D 1. 1 /2 "x " x14" PLATE. 2. TS 4" x 4" x I /4 ". 5. EXISTING 5/4 "P - BOLTS. 4. (2) NEVI 5/4 "4 SOLTS EPDXY WITH SIMPSON SET OR APPROVED EQUAL. 5. 6" EMBEDMENT MIN.-- b. 8 " x GI" x1 /2" CONNECTION PLATE. 7, CANOPY. 8. EXISTING CONCRETE COLUMN. REV. a.4 -Re DATE1 -09- 01 DRN. HLC. CHIC 5 - a n..•wrenAss!wanitImaelwsmOt:. , z re U cow LL! w 0, LL ? zp ', o : w uj Uo i - ; 0 1— w La H U! LL Ht — O • Z, 1.11 N ' O ' z ent 9y KPFF Consulting Engineers`` 602 285 1010; 802 205 1010; " " JAN, 10. 2001'' 4.31PM 1, 4" CONCRETE SLAB ON GR DE 6x6 , 1N2.q x W2. W.W,F. OVER 4" A. 2. ADJACENT FINISH FLOOR 0 GRADE, 5. (2) *5 CONTINUOUS. 4. *4 O 18" O.G. 5. 6" THICK CONCRETE WALL. Fie, = 2500 PSI. RESTRAINED BETAININ6 !WALL AT WEST ENTRANCE WIRES 10/10 /02. 0 PROJECT BED BATH S TUKWILA WA BEYOND PROJECT NO. 100 82.2: palseelgi aglow, 21104 AMU C[HT : � Avtr ui, WIT 3DIO PS (eh4 - Cia�� rAX 1602) 215-101 Jan -11 1 10:52; Page 5/9 .Ian -9 -01 1...e2; NO, 6768 F. 5 /v /9 8 . DOWELS TO MATCH AND LAP VERTICAL REINFORCEMENT. q. EXISTING FLOOR SLAB. 10. *5 ®18" O.G. EPDXIED UV/ SIMPSON SET (OR APPROVED EQUIVALENT) INTO EXISTING SLAB. REV. DATE 1 -O'-OI DRN. MLG CHK. SKS-4 I. EXISTING WOOD PLATES. 2, EXISTIN6 1/4" PLATE. 5. NEW 10" WIDE x q" HI 61.4 x 5 /I6" 4. 3/4 "4) THRU BOLTS 0 5" O.0 . (4 TOTAL /C ONNECTION) 5. T5 COLUMN. 6, ROOF DECK. Al \\ PLATE. ' 1 • . ii■ 1 •i Li 411 Nit 1 u ■ i■ 1X4.7 FA 1 I 1 TEL GOI.UMN T' ROOD CONNECTION ,41 !NEST WALL.; . 0 1111 P - 4 , ~ 'if X� ,;;,1 �( .. . / ,� " ' '� +{�� ' 0 ISriz� G ar ON,A,L, r / 0 / 0 1 PROJECT . BED BATH 4 BEYOND TUKWILA WA • - PROJECT NO. 100 02.2; i k • f f Etdneer e we NORTH cart t. AVENV SUITE IMO PtUENIX, ARIZONA 001 POOK r c i 2 07 6 o • �0 REV. • DATEI -Oq -OI DRN. Ht,G CHK, 5K5�� EXPIRES 10/110 2 f e'nt By.: KPFF Consulting Engineers , y JAN, 10. 2001" 4 : 31Plcngsnosrs; 602 285 1010; CO2 285 1Q10;i Jan -11"`1 10:53; Page 8/9 Jsn -9.01 1 12; NO. 6'106 Y , b /v /w ent ey- KPFF Consulting Engineers sent JAN. 10. 2001" 4:31PmEnoineers; 1 1. EXISTING WOOD PLATE. 2. EXISTING 1/4" PLATE. 3. NEW IC" WIDE x 5" HIGH x 5/161" PLATE. 4. (2) 3/4"4 T1.1RU BOLTS ® 5" O.G. 5. TS COLUMN:' 6. ROOF DECK. ihdoi EXPIRES 10/1W02. SOUTH WALL 602 285 1010; 602 265 1b10;i STEEL COLUMN T PROJECT ND. 100 PROJECT IMP BATH 6 BEYONI, TUKINILA WA 492,2 k • f f Gamow d 1001 NORTH CENT 1. AVEIAIC. SUCTE 1010 MOO, ARIZONA 45004 PHONE COW OW- 010 FAk (001) l41-1 Jan -11 ~'1 10:53; Page 7/9 Jon -9 -01 'x'... NO. 6 F. '(i y(e ROOF CONNECTION REV. DATE I -Oq -OI DRN. NLC. CHK. SKS -6 ramsnewsYvIltHesarasCNOISINIHONIN M rev 0§: cow w o J _ di Z 0! E �y 0 —4 I—. W ui 0 =i H = z etint Byc KPFF Consulting Engineers 802 285 1010; Dent JA1i 10. 2001' 4: 32m Engineers, I. EXISTING WOOD PLATE. 2. EXISTING 1/4" PLATE. 3. NEW 1/4" PLATE x 10" LONG S REO'D 4. (2) 3/4 "0 THRU BOLTS m 5" G. 5. ROOF PECK. 6. T5 COLUMN. 101 at 5TE!L. COLUMN T AT SOUTI -I WALL IlW of 602 285 1010; PROJECT 8ED BATH 1 L= EYONP TUKWI LA WA PROJECT NO. 100 2.2 k• f f .. E , R 2000 PCATM CC AL AVENUE. SATE MD M 4 (61b r4,4- 0� ,A7f (OD ee! -)m 4 l l Jan -1' 1 1 10:54; Page 8/9 Jan -9.01 _:22; NO. 6768 P. 8 /Y,9 5 '. ROOF -CONNECTION REV, DATE t -oq -01 DRN. MSG CHK, ce co W W ' J W O; 2 g J � co w Z �!r Z H ILI o0 O N 0 I— = W, V` U. 0 lil Z o ff, Z ant By:. KPFF Consulting Engineers- bent IAN. 10. 2001 4: 2PMEnpineers, Enal Conrnlhtng Enginws 2100 North *IMMO Avonw. SUM IMO "war, Mane 15004 •Mao (00412144efe Paw 002)11•541100 %tan War Nam or ' _ . ,_ ` . i_ ..,j , j ....I.. ...I _ f i { , 7 2; y - ", : _• ! Oar. I . i i . . { I .;_ ... i.. i M e4:.�N3�c: (Z� . , . L_.. i ._0Voi ';:coq.. `>c�+._ ' ._ ( _ ; . :...;. I • �.. ..• { 1 . _, .... � i ,3- . ; ��___ - - 3-k- /•`e — a � -�., _ .... • t •••• - G,1►�5 ► � 3/�'1� `iol �ia { ( - •�-• --� _ r i i _ .1 . • ( ` : i Y . �; • �a:4 -t ..Q ' k • ~ 1 : 1 . 9 : - �'_� 9 X i.•. , . • _.. i .. . ` . &' , I = ; 3 �" . 0;361 1'' • °V I... • 802 285 1010; Jan -11 -1 10:54; Page 9/9 602 285 '010;: Jan -9 -01 .23; NO, 6768 1P, o /g19 "VelC ,.._,...U4 - ..R 1 114...190C(i9.,) I _• .. • - ..1._....1 ! .... b.. •.... . (•r ►- g;14NL - •1•z.1t 1 • • , 4... t ' j { �.;... j 1 -.,__ ..., 1.197s0 I • • eY RO die 100 job no. Amo ne. 5.5',2 W UU p . CO p ' . N W; 9 N W; W 0 - , N 1 I— W z � Z 0 O W uP : v s — O • Z' U— o Z elit KPFF Consulting Engineers' 2800 N. Central Ave., Suits 1010, Phoenix, AZ 85004 002464 -1010 Fax 002,2864010 Phoenix Seattle Portland San Francisco Los Angeles Irvine San Diego FAX TRANSMITTAL To : Company : Fax Number : 425.7414100 Phone Number : 425.7413800 Subject : BED BATH AND BEYOND Comments : Mil Consulting Engineers BRIAN C. MOON REID MIDDLETON BRIAN, ATTACHED PLEASE FIND MODIFIED SKETCH SKS-1 FOR PARAPETS AT SOUTH WALL. THE PRIOR DETAIL ( SUPPORTS UNDE DUE TO THE LOCATION OF THE EXISTI IF YOU HAVE ANY QUESTIONS PLEASE REGARDS, ROCIO GAR 1A CC: DAN KIRCHNER -CASCO CORP. 314421.4162 Cal 602/264 -1010 if you do not receive ell pages. 602 285 1010; Project EP : 100082.2 Number of Pages : 2 From: ROCIO GARCIA THE ROOF) COULD NOT BE DONE G SPRINKLERS. CALL ME. Jan -4 -0' 15:08; Page 1/2 • 4 Jan 2001 Ondudng the Dove per) ?i:l.i I.�. i it ,r � I . .. c J:• _ N m ro d rn N O CO N L Z 0 70 n D f'1 N O rn O z d D 0 L rn w 1.11 D22m X Z°° a = Z 202 - -4 0 f' PCZ ' - 1A 0 6 . 031. Sur m C 0 O 0 A) • 17 (M0 I m • • v • • AIRE v ______ A v u e Z I OI IL • • v V '1935 i" P d 'Y7 y' G '1 L CI Iel9 .L 1NOcldrl5 13eiVNVei '319Nd (/v?1) 9N01 „91x9 /5x9xe"1 'IZ 'S11os LQ V m „ir /C 07)M 3 LV 1d 'OS .91x „C/1 . 0Z '>I730 dO0?J 9NI19IX3 'bl •8 115 OINI ON3 H7d3 1V 5M32175 ZIP (Z) /M J.11V'I1N3A '70 „910 'I7d'dl 'd9 91 19 . 91 '213)I I)I /M dYl teA0 ION Oa '70 „9i7 01:91x9914 'LI 'a(U HV3 01 SM3217S Zl* (Z) '91 ")170:11. '1N07 x „CI x 'V9 El '5I J 'CMG Y3 ld SMZS% ZI* (9) 'VI '1109 (T Hl 4) „WE '91 ' ,9 ® 9N01 „9x ('/x'11) „ $' /Ix „Sx „E 1 'ZI Y/I W I l 01 { V/1 51"109 LOEY ep„b /9 MYNA 319NY 9NI13NN0' 9N01 „9xf /Ix ,'x .1 'II 7 O .9 0 $IlX.17xr$ 1'01 '7O .9 ® 31S/1d ,17/Ix „4x „b 'b "1N07 X ZZx01 7 4 '9 'S9NIMV21a 1VN(LLM1IN7?JV 213d 13dY Yd 'L "70.9 * 91109(124H1 O „tr /S (9) '9 '9N01 ,i7Zxg /9x0IX01 Sl '5 NI1ZI(ld 9•LL51X3 1319 9NI19IX3 '9 'ON0).39 N141107 9NI15IX3 'Z 11dM 'd9 IH911 '1 ”' . D X !! ! NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 'xV1 „e- I eng:'By: KPFF Consulting Engineers; --1 602 285 1010; MI Consulting Engineers 2800 N. Central Ave., Suits 1010, Phoenix, AZ Phoenix Seattle Portland San Francisco FAX TRANSMITTAL To : BRIAN C. NOON Company : RED MIDDLETON Fax Number : 425741.3000 Phone Number : 425441.3000 Subject : BED BATH AND BEYOND Comments : BRIAN, 'bay 'rc vtw Call 602/284-1010 It you do not receive all pages. Dec - 27 - ^^ 15:18; Page 1 6021284.1010 Fax 6021296 -1010 Loa Angeles Irvine San Diego CAS( / /0 I1)( (31 4 iZ t — ( ob Date : 27 Doc 2000 Project* : 100002.1 Number of Pages : 4 Onckdiw this Dotter peps) From: ROCIO GARCIA, S.E. PER OUR CONVERSATION, ATTACHED LEASE FIND 2 SKETCHES FOR PARAPETS SUPPORT. SKIM APPUES TO THE SOU H WALL AND SKS-2 APPUES TO THE WEST WALL. LAST PAGE IS CALC'S FOR THE ARAPETS LATERAL SUPPORT. W , Co u` Cr) W: o ' g=1 HW Z ' 3 0 O co 0 F- LY W W Z ' fit 0 : r 1 Ct I 9 1'd INOdd(1' 1'VNILV - 1 13dv d 'SQf 1 01NI ON; 1-1Vd3 1V SM3?J•S is (Z)/M ).11VOIJ A '70 0 „9I ®N ?VVJl 'V9 9l „9 '213)01,1 /M dV1 213A0 ION OQ '90 „9t7 ® L"QIx901 'OILS H ',V3 01. SM3210S CI* (L) '>7V211 '1N07 X .CI x "V9 ZI 'CIf11S V3 lV 5•3205 ZI* (S) '1'109 (i?1H1 m .17 /S -70 .9 9 9N01 „9x (9'11) „b /Ix „cxx 1 "CIN3 V3 1V N39NVH NOSd1"1I5 99fIH/M V2SY 13dV2iVd IV 9x9 i f d ; gl4r111 L I '70 MO . Y /IxM'bx. V { '0I 'v ,9 ®31V1d 1N07 x Zx01 01,04 .e 'QI 'S9NIMV2IQ 1V1if1102111-1VSV ?J3d 13dVNVd 'L 'LI '5QN3 H.Oi3 1V TJ39NVH (IH/M '91 'O'O sir 1V ?J39W3W i71x9 M3N '9 'SI "SQN3 I-ILO9 1V '01 2139NVH flH/M NI1 fld 171x9 NON 'S SI 'NI"RI(Id 9NI15IX3 'f7 'El "aN0)39 EMS 9NI15IX3 'E ' INOJ39 NW(1107 9Nli51X3 'Z '11 11VM "V9 114911 "I XV L ,. Z� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • 01 Co n r r 'd CIIN9 1'd .L OddIS " cilia. 1 13dVIiVol '7O .YZ S 1109 fl?]Hl ...WS - II - an15 V3 IV SM3?A 5 CI* C '01 • .9 0 31VZd Ar/Ix.Sx„b - b '1NO7 x ZZx01 7W '9 'SNNIMV2IQ 1VZifLL731IHVW Zi3d 13dVN 'd - L 'SafliS OINI ON3 H7V3 lv • SaN3 H109 IV sa9NV14 f1Fl/M SM3atIOS Zlx (Z)/M iw' 1.1:62 l N3610 irIx9 MN - 9 '70 S ) WW1 'V9 '..9 - SI 'ONO, r, N Effla Con;Itlnp Enniwai 2800 NORTH CENTRAL AV NUE, SUITE IMO PHOENIX, ARIZONA 95004 P1 0602) 264 -1010 FAX C602) 285 -1010 N 'PROJECT NO. 100052.2 1 CO 1 . PROJECT BED BATH BEYOND TUKNILA IN . „91 91 ..9x (All) .,tr /Ix,Sx.E 1 'S ( I 143)1•1N /M dV1213n0 NI1ZJfld 9NI151X3 -LON 00 '7'O ..9ts ® L'Q1X9 7W 'i'I '70 .9 ®uir /lxuirxrfs 1 E 1 II 1 1 11 I1 11 11 'anl5 H9V3 01 5M32195 ZI# (Z) 'El - aN0).39 NWn1o7 9NI151X3 'Z • )17V21i '1NO7 X „ZI X b'9 El 'El T1VM 'V9 1H911 - I v A Z '7 .1 ile 11 _ �� v • • I Q/I ii NI- © v �,.�r�r 30 REV. A tl /I l Aii ■ zD II V g, . ,opi . • ,,,, \ v ,\ t� 0 kJ CI-iK, 1 X : [ DRN, CM Y 0 I DATE I2 -1 -001 Y/1 v v • !�� ✓ ^l -II ,'L 4 1 im v NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0) O N N 0) 0) O O 0 V Di CD W erit By KPFF Consulting Engineers ent Consulting Engineers; 602 285 Consulting Engineers 2800 North Contra! Avenue, Suite 1010 Phoenix, Arizona 15004 Phone (002) 204.1010 Fax (802) 205.1010 proleot Te 1 by RG date I Z /OO sheet no. Job no. koaoOZ, ' �c • 15 -Lt : S • . ZBax ! , , -. i _ J i ■ . , �� zy)_s, C�23 -- .. V C:. \0 z Z.- !Z . • ,. a r ......_ S 0 Dec- 27 -0^ 15:20; Page 4/4 Reid iddleton August 24, 2000 File No. 26 -00 -005- 021 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Bed Bath and Beyond (D2000 -204) Dear Mr. Griffin: n ^**a g f1UG 2 5 2000 COMMUNITY DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter was forwarded to the project contact for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. Portions of plans, specifically Sheets S2.1 and S2.2, are not legible. Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed. Reference UBC Section 103.3. 3. All drawings should be sealed by a Professional Engineer registered in the state of Washington per WAC Section 196 -24 -097. 4. In several locations, the plans indicate that light gage metal framing for exterior walls is to be designed by a stud manufacturer; however, there are certain instances when metal framing is called out on the architectural drawings. Design responsibility should be clarified. Structural calculations for the light gage metal framing should be provided unless this work is considered a deferred submittal. Deferred submittal items shall be identified on the plans per UBC Section 106.3.4.2. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425741 -3800 Fax: 425141 -3900 no W U = ` §1 y ' 9 W o co z r z O 'Lc w p ; N 1!J F EU o i u z O r4 z Mr. Duane Griffin City of Tukwila August 24, 2000 File No. 26 -00- 005- 021 -01 Page 2 5. Keynote 5 on Sheet S2.2 indicates "structure by others" which refers to the service core /mezzanine area. Structural design responsibility should be clarified. 6. Provide design justification for the use of 1500 psf allowable soil bearing pressure shown on Page 1.2 of the structural calculations. This information should also be included on the plans. 7. Keynote 4 on Sheet S2.1 identifies a cast -in -place wall on grid line 7. Detail 4 on Sheet S3.1 appears to be detailed as a precast panel. Please clarify. 8. Some documentation should be included in the structural calculations or plans that provides a basis for the assumed sizes or details of existing structural elements, specifically walls and footings, that are modified as part of this project. 9. The General Notes on Sheet S3.1 reference the 1967 Uniform Building Code. The correct reference should be the 1997 UBC as amended and adopted by the City of Tukwila. The appropriate sections of Chapter 34 of the 1997 UBC should also be referenced with regard to alterations of existing structural elements. 10. Provide basis for use of the 1964 UBC for lateral forces as indicated on Page 1.1 of the structural calculations. Note that the General Notes on Sheet S3.1 refer to the 1967 UBC. Please clarify. 11. The length and spacing of the epoxy anchors should be clarified in Detail 12 on Sheet S3.1. 12. The General Notes on Sheet S3.1 require UBC Chapter 17 special inspection of high- strength bolts; however, it is not clear if there is any high- strength bolting included in this project. Please clarify. 13. The depth of the connection plate in Detail 11 on Sheet S3.1 relative to the depth of the beam is not clear. Please clarify. 14. On Page 3.1 of the structural calculations, an analysis of the new load demand on an existing footing is performed; however, this loading does not take into account the load demand for the existing structure. Please clarify. Reid iddleton Mr. Duane Griffin City of Tukwila August 24, 2000 File No. 26 -00- 005- 021 -01 Page 3 15. On Sheet S2.1, an existing footing is modified to account for the new column loads near grids J -6 and J -7. Another footing modification occurs at two additional locations on grid J between grids 6 and 7. Page 3.2 of the structural calculations addresses one of the footing modifications. Verify that the modified footing in Detail 16 on Sheet S3.1 will act as a composite section and that the existing/new footing reinforcing is adequate for the design loads. 16. Location and size of wall reinforcing appears to be #5 @ 18" horizontal and vertical, centered in wall. Please verify. Length of vertical bar beyond the 90- degree hook should be clarified. It is not clear if the hook is alternately staggered into the heel and toe of the footing. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid M • - to , Inc. Brian C. Moon, P.E., S.E. Senior Engineer bjr \26se \planrevw \tukwila \00 \t021 r 1.doc \bcm cc: Colleen Breitenstein, Casco Corporation Inc. Roger Stange, Benner Stange (fax only) Reid iddleton w w 0 ` Q ar 0 2o O - • iD H` W; pr lL O z; , U N z.- 1 - J17 -GYJ 1 0 : JJNM Comments : • Consulting Engineers 2800 N. Central Ave., Suite 1010, Phoenix, AZ 85004 802/264 -1010 Fax 602/185-1010 Phoenix Seattle Portland San Francisco Los Angeles Irvine San Diego V FAX TRANSMITTAL W W' elect 6 : 1000$2.1 J u) u. W O; Number of Pages : (including this cow p g u. To : GAIL From: RO — a CIO GARCIA, S.E. w Company : MARKET CONTRACTORS W r Fax Number : 2534724110 Phone Number : 2064594911 U rn' O G H Subject : BED BATH & BEYOND w w' F- u' ~o W Z U � 0 + GAIL, YESTERDAY YOU MENTIONED IN OUR PHONE CONVERSATION THAT A PORTION OF THE CMU WALL INFILL ON GRID 7 WAS NOT INSPECTED. OTTO ROSENAU & ASSOCIATES, INC. IS THE COMPANY THAT HAS BEEN DOING THE SPECIAL INSPECTIONS. THEY WILL BE THE ONES SIGNING THE SPECIAL INSPECTION CERTIFICATE. THEREFORE, YOU NEED TO GET DIRECTIONS FROM THEM ON HOW TO PROCEED. IF YOU HAVE ANY QUESTIONS PLEASE CALL ME, Call 6021264 -1010 it you do not receive al pages. rmul"1 hrrr I.UIVJUL I LIVU tI'& bl'1G GC`J 1010 Date : 30 Jan 2001 RECEIVED JAN 29 2001 BUILDING Job Number: I Report Number: Permit Number. ft I•:r ilinti L{ : ta�:3,{ , X1+4 tij,C a4 f Lt :> M } 7 � ;� �i- (({;:- *i; +t.s.r�"E�1 �� .._. ri , _', �. _I ..,,,,r_ t r �.i'l f- -1 , r '.; t. :: w i . , r - . 184T9 p 6F Yp1VD Architect: G c 6 Address:7,0V - 5 744A1DE4 Alja Tkf(!U�(, 4 Engineer: P Client: Contractor: Date: i_ 3,.c) 7L) / '�'��,��, Inspector: { �Q� //�,f� TS� r �" �g�t�; r� ...... NIT- _ t tt! oti '..... ._.» ,_I� r .......... .....i J r ..f,Yi/ �� j �� �- �zi��> F .z {. t � � . I' ;� f i u i } ;�I t , L t i, - 1 4p t i1 - L' Z f f{Pa Reinforcing Steel Nailing .?�>j':�f r(�r Fireproofing Anchor Bolt Installation Structural Steel Erection/Welds Steel Decking Epoxy Grouting ���'�5,��`�3'kl:3G�+ Structural Steel Fabrication Other (specify below) r S � OW) p /� ��' ��# i�t +K.�� `- 1� `r t y�'�+6 i.��t+ .��µ��{ {{��f .e'µt.. 1'r., �.+t �?ni-d1: H; .:. 11 ZfiS* - j[}���`j J{1' ti�:y ,,� .:� �/� � ...4PP' -N f �n:f:4t1'.".S�it. Fy�dd u� ��i.. : } a g .f. ,. �/{� '"i'_11 � _ l�.I., K. � ,��ttli� 1.1 � ' '1 j l "�� y 1 �, (1 �{lu .�.. L��.t;i`.Y'�'�^t 1W 5.7rE 7 o AEPFo,Piii ly�f�41 .'�i'�^'��,7���FJ��aA..WI'frA /2Ae,4)A A 1c-rFA Trfx,r . �- ) It. 5 0 NA i . Z/cb5zzG R ExioAaRc -- Jr / tt) ,A $ ;PO le,t) 0 aD 9i 1.iv- - 7/W t o N, .5r i »r - ,Q /4,!L$ 1.�, '72 4I Z .14 1 ,L/ci la fax) , o fr x.0 t'JA., - - c. U "i2 �.(. rA,/ GF 'Er 72W, A/i ,22 - %.( 1 1 . ; , / L.- ,G E:r Gf4-c, iUT' .5 �G .Sr"c:. ?��.v C.vo /, ' lf,4z),, A:) TO O#9 1 R 0 . r - -- • K O • a � t t. . L.1' FIELD INSPECTION REPORT OTTO ROSS .AU & ASSOCIATES, INC. Reviewed by: : o, This report applies only to the items tested or reported and is the exclusive property of Otto Rosenpu & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page ) of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 ce t.) Q to to W W O J : d z I— 0 Z 0 - , 0 I— W W a. 0' • Z Ili 1 �. Z BED BATH & BE'VOMo Beyond any store of its kind" 01/26/01 The City of Tuckwila RE: Fire door usage To whom it may concern, It is Bed Bath and Beyond's intends never to use the fire door currently placed in between our fixtures, as such we intend to leave it in the down position.. If the time comes that this door may be required, we understand that the door itself will be have to be tested and operate as the others do. If you have any questions or comments regarding any of the foregoing, please contact the undersigned immediately at (360) 387 -1575. Sincerely, ED B• H evin '1 J Construc or cc: EYOND, INC. ect Manager Tom McGee, Director of Construction File: bbb- 000 -005 C:\ fiIcs \l3BB\TuckwiIIa \firedoor.wpd 726 N Lisa Ln./ Camano Island Wa. 98292 / (360) 387 -1575 02000 R ECEIVED JAN 29 2001 DEP ARTMENT ENT LOCATION SIZE MANUFACTURER DOOR SERIAL NO. VISUAL CHECK OPERATION CHECK DROP TEST PASS FAIL PASS FAIL PASS FAIL z I q , ( 11'& ot-i 0 158 -z ?(--- A ..3 /2? " x wr'' o Nu e3 I X X __ ...■asar_°rS - • \I A � '11V r5f// L Address 400 0 Site Contact 6A t e FIRE DOOR DROP TEST Cressy Door Company Seattle: 408 N. 35 St., Seattle, WA 98103 (208) 832 -0588 Auburn: 3902 W. Valley Hwy N., SURe 100, Auburn, WA 98001 (253) 887 -9135 Company (Bill To) - tD 7 #tr/ N)> Job Number. Job Name Date //2/0 Customer PO8 7 3 5 Site Phone • NOTE TO OWNER: NFPA -80 and Model Codes require the annual testing of rolling fire doors to demonstrate proper operation and full closure. Resetting of the release mechanism must be done in accordance with the manufacturer's instructions. A written record must be maintained and made available to the authority having jurisdiction. NFPA -80 also requires that when damage impairs the door's proper emergency function that it be repaired with parts obtained from the original door's manufacturer and upon completion of repairs that the door be tested to assure emergency operation and dosing. WARNING: Severe injury or death may result through improper attempts at drop testing, repair and/or maintenance. Drop testing, repair and/or maintenance should be performed by qualified personnel with a complete knowledge and understanding of this type of door. Before drop. testing, conduct a visual inspection for damaged or missing parts that may create a hazard during testing or affect proper operation or resetting. Verify proper installation. Open and close the door to check for correct spring tension. ADDITIONAL INFORMATION ON DROP TESTING IS PROVIDED ON THE REVERSE SIDE OF THIS FORM, IN THE MANUFACTURER'S INSTALLATION/RESET INSTRUCTION AND IN NFPA -80. RECOMMENDED WORK _ JAN 29 2001 BUILDING DtPARTNICN The automatic release device has been tested to demonstrate proper operation and fuN closure. They have been reset and left in proper working condition, unless otherwise noted above. Tested by F k)2 i O e. witnessed by 164 ,)(iA f56.0 a /7— Signature • t Na . /11.. Representing rvelivi i 4J" ,796 De . - Date I /2 to/0 I Time 7: O P - ' Signature Recommended work is: 0 Authorized 0 Declined By Name ❑ Site Contact declined to witness Drop Test Page of z9 -C Reid iddleton January 16, 2001 File No. 26 -00 -005- 021 -20 Mr. Duane, Griffin City of Tukwila 6300 Sotithcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Revision No. 4 Bed Bath and Beyond (D2000 -204) Dear Mr. Griffin: 2. Verify design wind load on new parapet system. Top of parapet at certain locations is approximately 34 feet above adjoining ground. Reference UBC Section 1620 and appropriate coefficients found in Tables 16 -G and 16 -H. 5. Verify the use of 3/4 -inch thru - bolts, Item No. 13, on sketch SKS -1. 6. Verify the spacing of 3/4 -inch thru - bolts, Item No. 11, on sketch SKS -2. et2 RECEf VEp CITY OF TUKWILA JAN 1 7[UUi PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter was forwarded to the project contact for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directlyto Reid Middleton, Inc. 3. Confirm submittal of shop drawings and calculations for light gage metal framing system to the City of Tukwila per UBC Section 106.3.4.2 and General Structural Notes on Sheet S1.1. 4. Provide supporting structural calculations to verify the adequacy of the existing glulam roof beams to support the loads imposed by the new parapet system in combination with existing structure dead load, live load, or snow load. Reference UBC Section 1612 and sketches SKS -1 and SKS -2 dated 1/09/01. Washington Oregon Alaska Engineers Planners Snrveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 - 3800 Fax: 425 741 -3900 7noli da;: ∎2, a ':uJ,;wY.i++i'htuA b:4 K.i�;raJStilsry6i. WJ,i Mr. Duane Griffin City of Tukwila January 16, 2001 File No. 26 -00- 005- 021 -20 Page 2 7. Clarify "HU" hanger, Item No. 6, on sketch SKS -2. 8. Sketch SKS -3 is a detail of the lower connection of the canopy support. Supporting structural calculations indicate new work at both the lower and upper canopy connection. Please clarify. 9. Specify lap length and location of vertical reinforcing in wall shown on sketch SKS -4. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, leton, Inc. Brian C. Moon, P.E., S.E. Senior Engineer bjr \26se \planrevw \tukwila \00 \t021 r20.doc \bbh - bcm cc: Dan Kirchner, Casco Corporation Inc. (fax: 314/821 -1100) Rocio Garcia, KPFF (fax: 602/285 -1010) Reid iddleton 111C CASCO CORPORATION of CASCO Ltd. Market Contractors, Ltd. 6040 S. 194" St. Kent, WA 98032 Tel: (253) 872 -9585 Fax: (253) 872 -9590 Attention: Randy Kelly Dear Steve: RE: BED BATH & BEYOND 400 STRANDER BLVD. TUKWILA, WASHINGTON JGG, JTM, ACT, LAD, RLO (EACH w /Cover Only) DMK, NAR Rack (w /1 set rev Bonds) File (999636 cb3) 10811 Watson Road • St Louis, N1issoul' 63127 VIA: Overnight December 7, 2000 R 1 n n „ ^ 1 , } 1 i' :ji')a J u L a art 1 11.4 DEC - 8 2000 ?OW' GE1`+ 4 3 The Owner has directed changes to the Contract Documents as indicated by Change Bulletin No. Three attached. Do not discontinue work on any portion of the contract work because of this Change Bulletin. If additional cost or credits are incurred because of these revisions, please return an applicable itemized cost/credit breakdown, including Tabor.($ rate per hour x number of hours) and materials, within ten (10) days of the date of this letter. The Substantial Completion date must remain the same, and therefore, any premium costs for any additional labor (overtime, etc.) must be included with your cost breakdown. Should you have any questions, please feel free to contact our office. Very truly yours, CASCO Enclosures: One (1) Vellum of Revised Drawings Four (4) S/S Bonds Each of Rev. Dwgs. (For issuance to B uy) /I ,��{ C�� One (1) Copy of Change Bulletin One (1) Copy of List of Drawings �' '�i�— Leslie Derrick Project Manager cc: (All w /Bulletin & List of Drawings, unless noted otherwise) Joe Perticone - Bath & Beyond, 650 Liberty Avenue, Union, NJ 07083 (w /1 set rev bonds) ` ,,o\�+ Kevin Jones — BBB, 726 Lisa Lane, Cameno Island, WA 98292 (w /1 set rev bond OF • 13141 821.1100 • FAX (3141 821.4162 DECEMBER 7, 2000 CASCO CORPORATION Project Managers St. Louis, Missouri CHANGE BULLETIN NO. THREE BED BATH & BEYOND TUKWILA, WASHINGTON This Bulletin No. Three to the Drawings and Specifications for the above captioned project supersedes all contrary and /or conflicting information on said plans and specifications which are hereby amended as follows: CHANGES TO THE DRAWINGS: Incorporate the following revised drawings, with revisions including, but not necessarily limited to, those listed below: 1. Sheet A5.1 — Revision No. 4: Revised sections 01/A4.1, 02/A5.1 and 03/A5.1 to reflect plywood deck. 2. Sheet A5.3 — Revision No. 4: Added EIFS wall detail 04/A5.3. Added note to sections 01/A5.3, 02/A5.3 and 03/A5.3. 3. Sheet A5.5 — Revision No. 3: Added note to section 03/A5.5. 4. Sheet A7.1 — Revision No. 4: Revised plan 16/A7.1 for wood deck. 5. Sheet A8.2 — Revision No. 1: Revised 14/A8.2 section to reflect plywood deck. Revised 04/A8.2 section to reflect wood stairs. CHANGES TO THE SPECIFICATIONS: 1. Incorporate revised List of Drawings, 2 Pages, dated December 7, 2000. End of Bulletin LIST OF DRAWINGS Project: Bed Bath & Beyond City/State: Tukwila, WA Issue /Date: Addendum No. 1 / August 2, 2000 Change Bulletin No. 1 / September 25, 2000 Change Bulletin No. 2 / November 7, 2000 Change Bulletin No. 3 / December 7, 2000 Sheet # Title Revision # ReisionDale ARCHITECTURAL A0.1 CODE DATA, PROJECT DATA 1 08/02/00 DC -1 EXISTING DEMOLITION SITE PLAN 0 08/02/00 C1 SITE PLAN 1 08/02/00 A1.1 SITE DETAILS 2 09/25/00 A1.2 DEMOLITION PLAN 3 11/07/00 A1.3 SITE DETAILS 0 07/12/00 A2.1 STORE FIXTURE PLAN & NOTES 3 11/07/00 A2.2 FLOOR PLAN & PARTITION TYPES 3 11/07/00 A2.3 FLOOR FINISH PLAN 2 11/07/00 A2.4 REFLECTED CEILING PLAN & NOTES 2 11/07/00 A2.5 ROOF PLAN & NOTES 1 09/25/00 A3.1 FINISH SCHEDULES 1 09/25/00 A3.2 DOOR SCHEDULE, DOOR & STOREFRONT TYPES 3 11/07/00 A4.1 EXTERIOR ELEVATIONS 3 11/07/00 A4.2 EXTERIOR ELEVATIONS 2 09/25/00 A4.3 EXTERIOR ELEVATIONS 2 09/25/00 A4.4 EXTERIOR ELEVATIONS 2 09/25/00 A5.1 BUILDING SECTIONS, INTERIOR WALL SECTIONS 4 12/07/00 A5.2 EXTERIOR WALL SECTIONS 3 11/07/00 A5.3 EXTERIOR WALL SECTIONS 4 12/07/00 A5.4 EXTERIOR WALL SECTIONS 2 11/07/00 A5.5 EXTERIOR WALL SECTIONS 3 12/07/00 A5.6 EXTERIOR WALL SECTIONS 1 11/07/00 A6.1 EXTERIOR DETAILS 1 11/07/00 A7.1 ENLARGED PLANS 4 12/07/00 A7.2 ENLARGED OFFICE AND TOILET PLANS 1 08/02/00 A8.1 INTERIOR DETAILS 2 09/25/00 A8.2 INTERIOR DETAILS 1 12/07/00 A8.3 CUSTOMER SERVICE DESK DETAILS 0 07/12/00 A9.1 INTERIOR ELEVATIONS 1 11/07/00 FIXTURE PLANS (FOR INFORMATION ONLY) Fl FIXTURE PLAN 0 7/12/00 F2 FLOOR FINISH PLAN 0 7/12/00 F3 POWER/SPECIALTY LIGHTING PLAN 0 7/12/00 F4 LIGHTING PLAN 0 7/12/00 S1.1 S2.1 S2.2 S3.1 S3.2 PME1.1 M1.1 M2.1 M3.1 M4.1 STRUCTURAL GENERAL STRUCTURAL NOTES 2 11/07/00 FOUNDATION PLAN 2 11/07/00 ROOF FRAMING PLAN 2 11/07/00 STRUCTURAL DETAILS 2 11/07/00 STRUCTURAL DETAILS 2 11/07/00 MECHANICAL PLUMBING, MECHANICAL & ELECTRICAL GENERAL INFORMATION 0 07/12/00 MECHANICAL GENERAL INFORMATION 0 07/12/00 MECHANICAL FLOOR PLAN 0 07/12/00 MECHANICAL LARGE SCALE PLANS AND DETAILS 0 07/12/00 MECHANICAL SCHEDULES AND DETAILS 0 07/12/00 PLUMBING P1.1 PLUMBING GENERAL INFORMATION & SCHEDULES 0 7/12/00 P1.2 PLUMBING RISER DIAGRAMS 0 7/12/00 P2.1 PLUMBING FLOOR PLAN 0 7/12/00 P3.1 PLUMBING ENLARGED PLANS AND DETAILS 0 7/12/00 FIRE PROTECTION FP1.0 FIRE SPRINKLER PLANS, NOTES & DETAILS FP2.0 MERCHANDISING PLAN & NOTES 0 7/12/00 0 7/12/00 ELECTRICAL E1.1 ELECTRICAL GENERAL INFORMATION & SCHEDULES 1 09/25/00 E2.1 POWER PLAN 3 09/25/00 E2.2 LIGHTING PLAN 4 11/03/00 E2.3 SPECIALTY LIGHTING PLAN 2 09/25/00 E3.1 ELECTRICAL LARGE SCALE PLANS & DETAILS 1 08/02/00 E3.2 LIGHTING SEQUENCING 0 07/12/00 E3.3 SPECIALTY LIGHTING POWER DIAGRAMS 0 07/12/00 E3.4 CUSTOMER SERVICE COUNTER 1 09/25/00 E4.1 ELECTRICAL SCHEDULES 2 11/03/00 E4.2 ELECTRICAL RISER DIAGRAMS 1 08/02/00 -END OF LIST OF DRAWINGS- . _ ..sr � i. . r < rY �•••••••• r. : wrrr. rynqu�. �...«.. vw.«. wrv..+. r.. rw. .vwvnnrrr..w.a.�1�w�.w.wxwsnww. w c6 UQ w v� w ; w O F w o N '. G 1_' w w `. ■ - f 0 ` • ill z U N; March 28, 2001 Market Contractors Ltd 6040 South 194th Street Kent, WA 98032 RE: Release of Bond Bond No. 2350 -40- 050684 Dear Sir: This letter hereby authorizes the release of the bond referenced above in the amount of $24,000.00 for sheet metal coping, painting, parking lot striping, sheet metal on canopy, tile work and clean up in connection with the Bed Bath and Beyond store. I have enclosed copies of the bond for your reference. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: —Fo. D2000 -204 Wausau Insurance Companies, Bond Department Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 fY W CO t CO wo u. Ui Z � ,O N4 W . u. Z U N '' Sent by: Mnibh 1.uilo nut/I lull _. 1tc well- C /24/ 1 e ;bOAM; 2084313006 -} MARSH CON$TRUCTZON; FEB 23 0r1 1 ; 49AM TUKWT" ' DCD'PW City 01 TUMORS P.2/2 DEVELOPER'S PRO.1.47FT WARRANTY REQUEST FORM • . PeCO 2 Ott:.. : i'.: NAME OF DEVELOPMENT: Ill / / n AMOUNT: g, CASH CITY R C IPT NO. B UG ' See C. GL�� S 1 (r n ' /cA 1,) GASH EQUIVALENT • l'.- / / ( e RECEIVED BY: 3 35 PERMIT NO.: 0- Z c'00 Z c h 191 i24 THIS FUND IS A TIHORIZE' TO , =E ACCEPTED. I •` • • • is 6 DEPOSITED THIS DATE: o9 - ( 2( .0 - D 1 F / I I DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED 1 . TEL NO. Z 3' v 7 Z NAME. � � t, r C.� ��' �o .� ��'r << < � � r ti � ADDRESS: 60 ,C / r BY MAILING TO: (please print) CIT'YISTA7EiZ P E el + 1'1/ A "4�UPTION Ot ITEMS TO SE COMPLETED (WM- s 11 E z � /'1 E l �' P As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of ffi 2 000 ($150% of value to complete wont described above) and attach supporting docynterrtion tor value of work. I will have this work canted out and Call for a final Inspection by this date: (. ,5 f 3) / 0 / ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to Carry out the work, I hereby authorize the pity to go onto the property to carry out completion of the above defiotencies, 1 further agree to complete_ -w rk listed abov p i to requesting Inspection and release of these funds. --- � ,, f� /G� SIGNED; - -' l /6/ TITLE: v ,2 -✓ � 77o t \ S // m v{ c, c c? 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: All work Identified In Section 1 of this form hes now been completed and returned to department which authOrized warranty. I hereby e inspection and release of my.castvc ash equivalent., DATE: 3 • Z - C� t have ievi : ed the above work and found it,accsptabfe and therefore authorize th a lease of he rve cash assignment. AUTHORIZED BY: X^ -2_. PEPAFffi i N T: • 23' CHECKED B • { zxr t" : r<;J. }, OP 0:a frz Ll # ; 1, 1ti Upon completion through Section 2, Francs personnel shell send copies to: - Developer w Finsnr� Depanmem - Permit Coordinator, DCO Upon completion ol entire form, Finance personnel shall send copies to: _ DeveIcpar - Finance Department - Permit Coordinator. DCD MANG w uJ 0 0 N 0 1_9 = F- � LL w � a ( g o z w I— �! t o ': w U O ( L ) . 0 1— = u j LL it; O z 0 z Any correspondence in relation to this bond should be directed to: BOND DEPT WAUSAU INSURANCE COMPANIES PO BOX 8017 WAUSAU WI 54402 -8017 1- 800 - 435 -4401 Bond No. 2350 40 050684 r ^, Performance Bond KNOW ALL MEN BY THESE PRESENTS; that we, MARKET CONTRACTORS, LTD. 6040 S. 194th Street Kent, WA 98032 Wausau Insurance Companies 9VAUSAU as Principal, and EMPLOYERS INSURANCE OF WAUSAU A Mutual Company, a corporation organized under the laws of the State of Wisconsin, and duly authorized under the laws of the State of Washington to become sole surety on bonds and undertaking, as Surety, are held and firmly bound unto CITY OF TUKWILA 6300 Southcenter BI, #100 Tukwila, WA 98188 as Obligee in the full and just sum of Twenty -Four Thousand and no /100ths Dollars ($24,000.00) lawful money of the United States of America, to be paid to the said Obligee, successors or assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors, successors, administrators and assigns, jointly and severally, firmly by these presents. The Condition of the above Obligation is such that whereas the said Principal with the said Obligee to do and perform the following work, to -wit: Bed, Sheet metal coping, Painting, Parking Lot Striping, and Clean -Up. as is more specifically set forth in said contract, to which contract reference is hereby made; NOW, THEREFORE, if the said Principal shall well and truly do the said work, and fulfill each and every of the covenants, conditions and requirements of the said contract in accordance with the plans and specifications, then the above obligation to be void, otherwise to remain in full force and virtue. SC0021 12 -98 has entered into a contract of even date herewith Bath and Beyond store, Tukwila, WA Sheet Metal on Canopy, Tile Work No right of action shall accrue under this bond to or for the use of any person other than the Obligee named herein. Sealed with our seals and dated this 23rd day of February, 2001. MARKET CONTRACTORS, LTD. 019.24 friIctna"c Principal (cal) EMPLOYERS INSURANCE OF WAUSAU A Mutual Company Surety (Seal) By Attorne -i Gail A. Flynn ccri 0 s N z Z a 223 -328 KNOW ALL MEN BY THESE PRESENTS: That the EMPLOYERS INSURANCE OF WAUSAU A Mutual Company, a corporation duly organized and existing under the laws of the State of Wisconsin. and having its principal office in the City of Wausau, County of Marathon. State of Wisconsin, has made, constituted and appointed, and does by these presents make, constitute and appoint GAIL A. FLYNN, CHARLENE EASON its true and lawful attorney.in•fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver ANY OR ALL BONDS. UNDERTAKINGS, RECOGNiZANCES OR OTHER WRITTEN OBLIGATIONS iN THE NATURE THEREOF INCLUDING CONSENTS OF SURETY AND WAIVERS TO THE CONDITIONS OF CONTRACTS. NOT TO EXCEED THE PENAL SUM OF FIFTY MILLION DOLLARS ($50,000 000). / and to bind the corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the corporation and duly attested by its secretary hereby ratifying and confirming all that the said attorne y'in'fact may do in the premises. This power of attorney is granted pursuant to the following resolution adopted by the Board of Directors of said Company at a meeting duly called and held on the 18th day of May. 197:1, which resolution is still in effect: "RESOLVED, that the President and any Vice President — elective or appointive — of EMPLOYERS INSURANCE OF WAUSAII A Mutual Company he, and that each of them hereby is. authorized to execute powers of attorney qualifying the attorney named in the given power of attorney to execute on behalf of EMPLOYERS INSURANCE OF WAUSAU A Mutual ('ompany bonds, undertakings and all contracts of suretyship: and that any secretary or assistant secretary be. and that each or any of them hereby is, authorized to attest the execution of any such power of attorney, and to attach thereto the seal of EMPLOYERS iNSURAN('E OF WAUSAII A Mutual Company." "FURTHER RESOLVED, that the signatures of such officers and the seal of EMPLOYERS INSURANCE OF WAUSAU A Mutual Company may he affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures and facsimile seal shall he valid and binding upon the EMPLOYERS INSURANCE OF WAUSAII A Mutual ('ompany when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached" IN WiTNhSS WHEREOF, EMPLOYERS INSURANCE OF WAUSAII A Mutual Company has caused these presents to he signed by the vice president and attested by its assistant secretary, and its corporate seal to be hereto affixed this 1ST Attest: EMPIOYERS INSURANCE OF WAUSAU A Mutual Company POWER OF ATTORNEY JULY ,2000 7.7 EMPLOYERS INSURANCE OF WAUSAU A Mutual Company By Timothy C. Mulloy R. J. Bd steman✓ Assistant Secretary STATE OF WISCONSIN ) ss. COUNTY OF MARATHON 1 On this 1ST day of JULY ,2000 , before me personally came Timothy C. Mulloy to me known, who being by me duly sworn, did depose and say that he is a vice president of the EMPLOYERS INSURANCE OF WAUSAU A MutualCompany, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal and that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. • I\ WITNESS WHERF.OE. I have hereunto set my hand and affixed my official seal the day and year herein first above written. S'T'ATE OF WIS('ONSiN (TTY OF WAUSAU )ss. COUNTY OF MARATHON Judith Rheinac idt NOTARY P c LIC STATE OF WISCONSIN MY COMMISSION EXPIRES JUNE 30, 2002 CERTIFICATE I. the undersigned, assistant secretary of EMPLOYERS INSURANCE OF WAUSAU A Mutual Company, a Wisconsin corporation, do hereby certify that the foregoing and attached power of attorney. WHICH MUST CONTAIN A VALIDATING STATEMENT PRINTED IN THE MARGIN THEREOF IN RED INK, remains in full force and has not been revoked: and furthermore that the resolution of the Board of Directors set forth in the power of attorney is still in force. Signed and sealed in the City of Wausau, Marathon County. State of Wisconsin, this of February 20.01. R. J. l3esteman NOTE: IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OR WORDING OF THIS POWER OF A'I" I'ORNEY. CALL TOLL FREE 1811111 826.16(i1. (IN WISCONSIN. ('ALL 18(11) •172.01)41). Notary Public day of Vice President 23rd day Assistant Secretary Description: Items to be bonded for completion of Bed Bath & Beyond and the date to be completed. Item Cost Date to be finished Sheet metal coping $ 6,000.00 3/30/2001 Painting $ 4,000.00 3/30/2001 Parking lot striping $ 1,000.00 3/30/2001 Sheet metal on canopy $ 3,500.00 3/30/2001 Tile $ 500.00 3/30/2001 Clean up $ 1,000.00 3/30/2001 Market Contractors, Ltd. TOTAL COST BOND =150% OF TOTAL COST BOND TOTAL $ 16,000.00 $ 8,000.00 $ 24,000.00 2/26/2001 Sent by': MARSH CONSTRUCTION Date: February 23, 2001 Pages, with cover: 3 To: Deb Ritter Fax: 206 431 3665 Company: City of Tukwila From: Gail A Flynn Subject: Market Contractors, Ltd. - Performance Bond $24,000 Dawnrnt7 Facsimile Transmittal Sheet Dear Deb: Following is a copy of the original executed bond required to be in your office by noon today. 1 have also faxed this bond to Market Contractors, Ltd. for their signature, and also the completion of the Developer's Project Warranty Request Fonn, and they will fax these documents to your attention. If you wish to verify the validity of the bond please feel free to contact Pat Wakem at Employers Insurance of Wausau. Her phone number is (503)671 -7345. The original signed copy of the bond is being sent via Federal Express to Market Contractors, Ltd. today so that you can have it the beginning of next week. Please give me a call if you have any questions. Best regards, Gail Flynn /gf Encls. Cc: Ben Shearer Market Contractors, Inc. 503.227 -5717; 02/23/01 11:41AM;Jj ix #890;Page 1/3 Marsh USA, Inc. 111 S.W. Columbia Portland, Oregon 97201 503 248 1265 Fax 503 227 5717 MARSH An *SMC Company The information contained in this facsimile message is cottlldential, may be privileged. and is intended for the use of the individtal or miry named above. Ifynu, the reader of this message, are not the intended recipient, the agent, or employee responsible for delivering this transmission to the Intended recipient, you are expressly prohibited from copying, disseminating, distributing. or in any other way using any of thy information contained in this facsimile n1essage. li:. 1..<:a ..:.1 §.5� eY w.i�' ''' .i.. wad: edi. xlu- teJiJ iw: Lf. L.. usu;'✓. a.!l �t� .'vy.witi:,ufwe•1ur+e.xJ.e:'.' ::,a,/ rew v o O i en 0 w O J H W 2 �! 0 z �- UJ 0 co '0 H' 1 4. 1 W ! U _ z U co z Revision No. Date Received Date Received Staff Initials Date Issued Staff ..: Initials fl- 2- .1 12-1v - 1 .006 I I Summary of. Revision: t'u l -1-pr , c} cA Q � yects St `Mks MA Q �Yt c . T M `y 2 MD V T I 41-1 . A5. j A -1.1� AS.2 . Received By:y 67,4LC A64 1Z Revision No • • Date Issued Date Received Staff I . Initials Date Issued Staff Initials " I 12 - 8 - 0o I I 12. -150 18I� Summary of Revision: p�� '� �_ e s : 0� �yt , A6. . A5. j A -1.1� AS.2 . Received By' X Revision Date Staff No. I Received I Initials Date Issued Staff Initials I 17 *2,1•=- - 1 I I Summary of Revision: P _go ,` t/.i a41p - J - IF - 4 4 l I . Staff Initials Received By ? � /f`t /Z . Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: • Received By: . PROJECT NAME: eted C,Ah • - • • PERMIT (NI 0:. 2000 —L.) Site Address: Wes StranCter - -- Original Issue Date: q -24-o0 Revision • No. Date Received REVISION LOG Staff Initials Date Issued 14-I I 10-9-00 Summary of Revision: EXter ptr- doors rtJw access 4 YQOrYti€ • ..V9f-'12..2s52roausaawv..u,,.. .Imaa.a.wta9ag:- ,sew,uwat anx Received By: r L Ar l \t�5 0aLL`- • (please print) (please print) (please print) • •Staff Initials please pr please prin ! 19 z W U0 co 0 W � W W LL Q d 0; W ' 0 - 0 H W 11J Z U. ( 5 w Z U I. O ~ z ACTIVITY NUMBER: D2000 -204 DATE: 6 -22 -2000 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BLVD XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Approved n \PRROUTE,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ■ ot DETERMINATION OF COMPLETENESS: (Tues., Thyrs.) Complete n Comments: I Cl/ .11l TUES /THURS ' OUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -25-00 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Fire Prevention II dux. (o -Z1 Structural Incomplete Planni� n ision (0-2.41 -00 Permit Coordinator p DUE DATE: 6 -27 -2000 Not Applicable F 0 � co O w w N LL u.1 0 '. g = a .. W ' z � z� W UJ CO C3 I- W w 0 -O .z U _CO 1 ` O z ACTIVITY NUMBER: D2000 - 204 DATE: 8 -9 -2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued XX Response to Incomplete Letter # 2 DEPARTMENTS: J iyilAn a Divisio T4t is Works Approved n M RROUIL DOC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete n Comments: TUES /THURS ROUTI Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions U Not Approved (attach comments) n event Fire Prevention ,UUCP 4,-2 Structural 1 1-O0 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditionsn Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: OM Plann nT"g'6ivision ,s - f Permit Coordinator DUE DATE: 8-10 -2000 Not Applicable n DUE DATE 9-7 -2000 -sx�n Cy^ A'� rr.ffi14tl1& �n w� +.� �. Yns� .�;.o �T. UO: w cn _ z �. w U 0 O N ` 0 I- w w II o w z = ' O �" z ACTIVITY NUMBER: D2000 -204 DATE: 8 -2 -2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: LA .1044 ai _A. >I TUES /THUR ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) V'NNUl11l.U(]C YFl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire revention Structural Incomplete P u y :�duady y � Planning Division Permit Coordinator DUE DATE: 8-3-2000 Not Applicable n No further Review Required n DATE: DUE DATE 8-31 -2000 Approved n Approved with Conditions I ( Not Approved (attach comments) .► REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions Not Approved (attach comments) u REVIEWER'S INITIALS: DATE: 00 (0 0 w J w 0 gQ u) d , z w z 1- 0 z � U 0 N w uJ - '. U. 0 w z ; 0 = ' o 1 z ACTIVITY NUMBER: D2000 -204 DATE: 12 -21 -2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL SUITE NO: Original Plan Submittal Response to Incomplete. Letter # Response to Correction Letter # XX Revision # 4 After Permit Is Issued DEPARTMENTS: Building i 'vision kp -23 Al Pub • Wprks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TIMOUII.000 SHP PLAN REVIEW SLIP Fire previntion rvi Structural / it1 1 22-- Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division Vt. I1—z6 Permit Coordinator DUE DATE: 1 2- 26-2000 Not Applicable n Comments: No further Review Required DATE: DUE DATE 1 - 23-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000404 DATE: 12 -08 -2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division X A t l i 1l . 7 ) Pu lic WPrks 1,04 Into lz -u-o0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions U Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved vrexouu.rxs WI PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Approved with Conditions Fire ePiT'ven Plannin" g Division ►i4 (1- (7- Structural n Permit Coordinator REVIEWER'S INITIALS: a DUE DATE: 12-12 -2000 Not Applicable Fl DATE: DUE DATE 1- 9-2000 DUE DATE Not Approved (attach comments) n DATE: 4 DEPARTMENTS: Bung, Division .-23 —o P blic Works C� Complete Comments: Approved VIMOUILOOC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER. D2000 -204 Original Plan Submittal DATE: 12 -06 -2000 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS 400 STRANDER B SUITE NO _ Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Fire k NO, II-1'0) Structural - 1111''ff'' 22w1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions I I REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Plan i g'Division Permit Coordinator DUE DATE: 12-07-2000 Not Applicable n DUE DATE 1- 4-2000 Not Approved (attach comments) I I II DATE: DUE DATE Not Approved (attach comments) DATE: c.) 0 N o cnw w0 CO D F- _ z � E- O zI- CU uj 0 O N W i U D I u i z V co if ACTIVITY NUMBER: D2000 -204 DATE: 10 -9 -2000 PROJECT NAME: BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building'Division 10 -0te Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete vMouuawc sro TUES /THURS ROUTING: PERMITCOORp COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Please Route Structural Review Required [i] Planning Division Permit Coordinator • DUE DATE: 10 -10 -2000 Incomplete n Not Applicable ❑ Comments: No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -7 -2000 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: z U0 coo co CO LL J w 0 } J Z Cy � I o w 2 j ; 0 o o— co o w w '; z V co 0 DEPARTMENTS: Buil :Division 0 Gi-e Public Works Complete Comments: V'NN0111I.00C srrl vr PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -204 PROJECT NAME BED BATH AND BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal DATE: 8 -31 -2000 Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -5 -2000 TUES /THURS ROUT! G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention CORRECTION DETERMINATION: Approved P1 Approved with Conditions REVIEWER'S INITIALS: StruAr Incomplete n Not Applicable Plannin vision Ac. 44 Permit Coordinator No further Review Required DATE: DUE DATE 10-3 -2000 Approved I 1 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: z 00 v 0 i W . W w o. J N uj Z z uitu 0 �. O N : o ff w w, IL A' O . fill Z O z PERMIT NO.: V 2 ZL ' BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains rd 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types [x00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ( 00900 Suspended Ceiling [v] 01000 Interior Wallboard Fastening [ 301001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ❑ 01700 Final- Building ❑ 01900 Final - Reroof 03100 Site Visit [[04000 Special- Concrete [04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress 04004 Special - Welding d 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System . _ ".CPR.' NSW. rlat MPSIZIVR411529=9APP I. TENANT NAME: ▪ 0001 No changes to plans unless approved by Bldg Div • 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report ©'0012 New ceiling grid & light fixture shall meet lateral bracing 2(0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site • 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof (10019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." [0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of [0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected [ '0027 Validity of Permit 0 Rack storage requires separate permit 003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect [r 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces [i 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" (0007 All structural welding shall be done by WABO certified inspector Er 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic'tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: ci - 5' 00 Date: 6 1" . '''OD Sent by: CASCO CORP 314 821 4162; 08 /02/00 3:48PM;JjtFax 4718; Page 1/1 Date: Entered in Sierra on City of Tukwila Department of Community Development - Permit Cena ii 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 h+ {' 0 XS: Z. ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued IT " 0 T4' • rr Revision submittals must be submitted in person at the Permit Center. Revisions will not be : Accepted through the snail, fay eta Plan Check/Permit Number: D2000-204 RECEIVED CITY OF TUKWILA AUG - 2 2000 PERMIT CENTER Project Name: BED BATH AND BEYOND Project Address: 400 Strander Blvd ex- VAN G � Contact Person: Colleen Breitenstein b�21�� Phone Number: O • t » L' Summary of Revision: *to eel ti t& pgit r' # vet? rl r.i 11211w; .w Fnllow'0-kr I44VV Mirofel t2-6 v ti , - e) rev 14e. '3$vT4 A't -I, A y.2, 4 MA' *JP 11¢4- :1 A4 4 . 7jl i i_ ok op - F bellizip 4, £ 'I twa PaAFa IE!.;fa ptJ fit# pqp. Sheet Number(s): A 4. A 4. A 4.s, A4 4 A41, 1 5.2, A4:4 '4 Acs "Cloud" or highlight all areas of revision including late of vision Received at the City of Tukwila Permit Center by: s-2-w 06/29/00 W U 0 ' CO 0 U) z '. J H u 0 rn D i v ▪ w z F- 0 Z • ~ U 0 0 E 0 F- W tu H U t wz D. 0 • z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4' $� 90 ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: BED BATH AND BEYOND Project Address: 400 Strander B1 Contact Person: Colleen Breitenstein Summary of Revision: 4kce+ A1.0.: Auld Sheef L -1 - b + (; brow„is L P Awls, gl^ed bt : ;SG av Sc�vnrr�t c ilicek led • Add P - fa in i A' 4nd irrl FW r6n,i•+ f'e{r,+rVik»e Sheet Number(s): ' 1 tG -1 A1. 0 L I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /Entered in Sierra on Plan Check/Permit Number: D2000-204 RECEIVED CITY OF TUKWILA AUG - 9 20 ptKnnlT CENTER Soo. &&b. 4025 x 1V 4. Phone Number: 3 14. ,Z1. 11 O o 08/04/00 CO IL: P. CJ w Z O. V C .. co 0 H wW ui U ,„ 0 z MON 09:58 FAX 50367002 28 '00 09:21AM TUKWII `I'PW Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc, N LL w 0 2 u Q (] Response to Incomplete Letter # ciT o f T� u Kwiv+ N m Ili ® Response to Correction Letter # .J_ rPaikA W11-4/Atir ptip /yy e AUG 3 1 2000 z ❑ Revision # before Permit is Issued z O PERMIT CENTER W W U O N w uj • Z U - 0 Z Date: 021 im Project Name: BED BATH AND BEYOND Project Address: 400 STRANDER BL Contact Person: DAN N/ /Vege- Summary of Revision: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southeenter fllvd, Suite 100 Tukwila, WA 981 SS (206)431.3670 BENNER STANGE ASSOCIATES Plan Checic/Permit Number: D2000 -204 g+2 A/20A rip faFue 600 66 5?'Z5 X Phone Number: is 0J1/ f Ili/) 5t6" 4,1 f J/4fr it 70 IA JO /CA/a TEL 619/101 A-r P-eR1 P. 6/6 Sheet Number(s): / G 2 ' , / L 1 4 2 ' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5 -31 -0U 08/28/00 1 j 006 z Z i C4 w o0 co 0 w w ' J �; City of Tukwila Department of Community Development Steve Lancaster, Director t i ' . O ` z f- uj Project Name: el> Yd t` v m' Project Address: 4a � Ap.rv� t-�. �LV o Contact Person: l- Iec,JAaz o 0513 J Nx-- Phone Number: ,r03 -3 / / v -0 ' • Z Summary of Revision: 2w c £Tt o � �uo25 zt A r Sq z v N z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /o /V1.o ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 14 Revision # ( after Permit is Issued Date: ?+zrt.vtt( g Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 21 Entered in Sierra on Plan Check/Permit Number: 7 Zoo 7.04- Akel- John W Rants, Mayor RGCCIVCD CITY OF TUKWILA OCT - 9 2000 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .,mom.v.vtv.,4wmvnn oftrsMklr!1MMI City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / Zya o ❑ Response to Incomplete Letter # 0 Response to Correction Letter # Revision # after Permit is Issued Received at the City of Tukwila Permit �Center �by: Entered in Sierra on 12�� Vim/ Plan Check/Permit Number: D Z000 — Z o 4 RECEIVED CITY OF TUKWILA DEC 0 6 2000 PERMIT CENTER Project Name: �l X �jATl� 10 yo tU n Project Address: Y ILO 4 3 ST2 , j 4D'Z. st I3 L' / "D Contact Person: Are t tsnixotti Phone Number: jj! -3 r4 -Q6 ,( Summary of Revision: g r e e . 3 e n r 7n . L - . ' r e r7 / Te u) /S 1),J ra s /7 A : 57 4 S ItM I Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 Date: / 2A /0 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 'V Zoo o - Z O 4 Received at the City of Tukwila Permit Center by: Entered in Sierra on C9 �v RECEIVED CITY OF TUKWIIA DEC 0 6 2000 PERMIT CENTER {, 7 � al 1 ` L!� Ua k t te M. yT 11 �-� ..c�� i .:fa� r�'��a�e:c�rt��.y;a�RF tarrem Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # 0 Response to Correction Letter # V Revision # after Permit is Issued Project Name: ' - 1A - 714 - \/O U 17c..1?.. 1 D Project Address: 1' II OQ T12, 1 // 13 l.\/ T9 Contact Person: got...k Z t7 N u5nAVct.e Phone Number: t.(63 -31 -4d � ( Summary of Revision: - a;cr,,rrP.L Aril a e- r a w S s GLeh.)r z A :2rAc 11)a h _sg S 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 ,..,. ^ ^��• {v 44.:1 .., • 4 e;c r •laukaE S,$1+:ii xi:"s£ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fix, etc. Date: / L/ 8/d6 Plan Check/Permit Number: 1 2 Zo00 "- EC 4- 0 Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: VD -.- i I1 £ z\ 13 N o JJ I Project Address: 460 &'TTZA r4T?`iTZ 13LV 0 t Contact Person: I PLA>ATt o Nil )S.BALS w` Summary of Revision: e t EZ 41TAe 14 £ S -to S,�. A5 - A5. A6.5 A► .2 RECEIVED CITY OF TUKWILA DEC - 8 2000 PERMIT CENTER Phone Number: v0 - 3/ 4 '9,52/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 124 itW 08/30/00 Date: /T /J%/ Clb 0 Response to Incomplete Letter # 0 Response to Correction Letter # g Revision # Q— after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: VAC- ZU4- RECEIVED CITY OF TUKWILA DEC 2 1 2000 PERMIT CENTER _ i Project Name: , t7 ' 1 I• g � - yr) l• 0 Project Address: 1 4°6 5T2A Z.,z. ` i/P Contact Person: 1 -Pc: -Apt, NJ (.x'13A Phone Number :,3c3$ 31 4 (7- ' 7) Summary of Revision: - Pi 2 c 2I IT 5 / 5T6fZ 5 l.'zn,< > 715 Sheet Number(s): "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: Entered in Sierra on 12-'2. 08/30/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100_ Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / Lye, o Plan Check/Permit Number: 'V Zoo° — Z o 4 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # V Revision # after Permit is Issued PERMIT CENTER Project Name: ' X 1 D AT(4- x yo kip Project Address: 11 Il A00 2 A ��1'D -R. 131—V TD Contact Person: tIpGJAZD N t*RAVtu Phone Number: S jj3 -31 4 -46 ,( Summary of Revision: " . ,TAU nem-/_ S � r7G: /7e&7 e40v ",Z 1112 ru c hien J- 7 ,012.1.34 ] K1 +2101 s i 0.3 ' �t s t n 0A40 4-E Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PPeermit Center � by: Entered in Sierra on 12...40 V(. ' -•; izt. JYi4 .".u:.N.k]�l�:Li/t:Y'xtAlLili ;:Si13.1�Ldz.a'1WSSiS x��fh� - % ^4! ,,.b...i .SweT� RECEIVED CITY OF TUK'1VILA DEC 0 b 2000 C.� X\* ,yU 08/30/00 Fire Department Review Control #D2000 -204 (510) City of Tukwila Fire Department Re: Bed, Bath & Beyond - 400 Strander Blvd. June 26, 2000 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 5754404 • Fax: 206 -575 -4439 w. U ; 0 uk W 0 2 u . _, Z 0. Z uj U N . 'o 1-, ui Z; CO % z City of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 2 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206. 575.4439 Steven M. Mullet, Mayor 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 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 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 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. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) U6 NS ` W N w O g Q ; - d' w z zo U 'W 0 oI- w i U� Z U N Z Ciy of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 3 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 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206.575 - 4439 Steven M. Mullet, Mayor city of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 ;.:4•A. <.u.ai;...0 �, .t■xr.* e u.owaiw Mt:.J. ■ N q14.4.4-4 -go as Gifu .. slv:.w vht'x1LiWrwx .:: A.1:: 2 Page number 4 v ', 00 : co 0 w W; CO LLE W O: W.S.R.B., Factory Mutual, Industrial Risk Insurers, u_< Kemper or any other representative designated and /or 0 D recognized by The City of Tukwila, prior to submittal - w' to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City z` Ordinance #1742) z � LU All sprinkler system plans, calculations and the m ` contractors Materials and Test Certificates submitted v y to The Tukwila Fire Prevention Bureau must be stamped 0 —` with the appropriate level of competency seal. (WAC w -- w. , 212 -80) „. Maintain a 3' clear space around the sprinkler ,--0, riser(s) for emergency access. (NFPA 13 4 -1.2) 4 ;z H =! Refrain from blocking sprinkler coverage with p I shelving. NFPA standard #13 states that any shelving z or decks in excess of 4 feet in width will require installation of sprinklers thereunder. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. 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. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 5 to w w O strictly to the standards of The National Electrical Code. IL (NFPA 70) = d An aisle to and working space shall be provided for ~ w ' each electrical panel. An aisle width not less than z 24 inches shall provide access to the panel and 30 Z 0' inches of working space shall be provided directly in ILI id front of the panel. (NEC 110-16(a), NEC 110-16(c)) 2 n, Each circuit breaker shall be legibly marked to `o - indicate it's purpose. (NEC 110-22) _ U 6. When fire dampers are required to maintain fire u_ 1! resistance of construction, they shall be installed in —0 accordance with their listing and U.B.C. Standard #43 -7. w z ( 713.11) v 0 7. Fire doors, fire windows and fire dampers shall have a z label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 8. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 9. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 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 - 575.4439 Fire Department Thomas P. Keefe, Fire Chief Yours truly, • City of Tukwila Page number 6 ;. The Tukwila Fire Prevention Bureau cc: TFD fike ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 141.!,5-11.52-11110 18/071 F6 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 MARKECW066NU 08/31/2001 EFFECTIVE DATE 08/31/1994 MARKET CONTRACTORS (WA) LTD 10250 NE MARX ST PORTLAND OR 97220-1152 ACCES. ACT. ADJ. A.F.F. AL. APPROX. ARCH. ASPH. BBB B.C. BD. BITUM. BLDG. BLK. BM. B.O. BRG. BTWN. BUR CAB. CEM. CER. C.F. C.G. C.I. C.J. CLG. CLKG. CLR. CMU CNTR. C.O. COL CONC. CONN. CONST. CONT. CORR. C.T. CTR. CTSK. DBL DEPT. D.F. GET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. DWG. E. EA. E.I.F.S. E.J. EL. ELEC. EMER. ENCL. EQ. EQPT. E.W.C. EXP. EXPO. XST. EXT. FABR. F.C. F.D. FDN. F.E. F.E.C. FIN. FIXT. FL FLASH. FLUOR. F.O.(XX) F.O.C. F.O.F. F.O.M. F.O.S. FO.TR. FL. FTC. FURR. GA. GALV. GL. GR. GYP. GYP.BD. H.B. H.C. H.D. HDWD HDWE H.M. HORIZ. HR. HGT. HOS I.D. I.G. INFO. INSUL INT. ARCH. DRAWING ABBREVIATIONS AND ANGLE AT CENTERLINE POUND or NUMBER ACCESSIBLE ACOUSTCAI CEILING 11LE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT BED BATH & BEYOND BACK OF CURB BOARD BITUMINOUS BUILDING BLOCK BEAM BOTTOM OF BEARING BETWEEN BUILT -UP ROOFING CABINET CEMENT CERAMIC COLD FORMED CORNER GUARD CAST IRON CONTROL JOINT COILING CAULKING CLEAR CONCRETE MASONRY UNIT COUNTER CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CERAMIC TILE CENTER COUNTERSUNK DEPTH DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRAWNG EAST EACH EXT. INSUL. & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE EQUAL EQUIPMENT ELECTRIC WATER COOLER EXPANSION EXPOSED EXISTNG EXTERIOR FABRICATOR/ FABRICATED FURRING CHANNEL FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR FLASHING FLUORESCENT FACE OF (XX) FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIRE - RETARDANT TREATED FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GLASS GRADE GYPSUM GYPSUM WALLBOARD HOSE BIBB HOLLOW CORE HEAVY DUTY HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HOLLOW STEEL SECTION INSIDE DIMENSION INSULATED, TEMPERED GLASS INFORMATION INSULATION INTERIOR JAN. JT. KIT. L. LAM. LAV. LT. MAS. MAX. MECH. MED. MEMB. MET. MFR. MIN. MISC. M.O. M.R. MTD. N. N.I.C. N0. NOM. N.T.S. O.A. OBS. O.C. O.D. OPNG. OPP. O.H. PL P.LAM. PEAS. PLMB. PLYWD. P.O.C. PR. PRCST. PRTN. PR.TR. P.S.F.F. PT. PTD. Q.T. QTR. R. RAD. R.D. REF. REFR. REINF READ RESIL. RET. RM. RND. R.G. R.T.U. RWC S. S.C. SCHED. SECT. SF SHT. SIM. S.J. SPEC. SPECS. S.ST. STD. STOR. STRUC. SUSP. T.C. TEL T&G T.G. THK. MR. T.O. T.P. TS Tv T.W. TYP. UNF. U.G. U.O.N. UR. VCT TORT. VEST. V.I.F. V.T.R. W. W/ WD WDT. W/O WP WSCT. WT. JANITOR JOINT KITCHEN LENGTH LAMINATE LAVATORY UGHT MASONRY MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURER MIMIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE OVERHANG PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD POINT OF CONNECTION PAIR PRE -CAST PARTITION PRESSURE TREATED PREFAB. STRUC. STL. FABR. POINT PAINTED QUARRY TILE QUARTER RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED REQUIRED RESIDENT RETAINING ROOM ROUND ROUGH OPENING HVAC UNIT RAINWATER CONDUCTOR SOUTH SOLID CORE SCHEDULED SECTION STOREFRONT SHEET SIMILAR SAWCUT JOINT SPECIFICATION SPECIFIED (SECTION) STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TOP OF CURB TELEPHONE TONGUE AND GROOVE TEMPERED GLASS THICK THRESHOLD TOP OF TOP OF PAVEMENT TUBE STEEL TELEVISION TOP OF WALL TYPICAL UNFINISHED UNDERGROUND UNLESS OTHERWISE NOTED URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VENT THRU ROOF WEST WITH WOOD WIDTH WITHOUT WATERPROOF WAINSCOT WEIGHT SYMBOLS LEGEND COLUMN LINE DETAIL /DWG. ELEVATION /DWG. OF BLDG. SECTION /DWG. WALL SEC110N /DWG. OF DETAIL /DWG. © JOEL -0 1/2" T.O. CONC. FIN. FL �0• -0" 1.1 PROJECT TEAM STRUCTURAL ENGINEER: KPFF 2800 North Central Avenue, Suite 1010 Phoenix, AZ 85004 -1007 602 - 264 -1010 602 -- 285 -1010 FAX Point of Contact: Rocio Garcia MECHANICAL/ ELECTRICAL ENGINEER: CASCO Corporation 10877 Watson Road St. Louis, MO 63127 314 -821 -1100 314- 821 -3813 FAX Point of Contact: Mike Grapperhaus (XXX - #) FINISH TYPE STOREFRONT TYPE PARTITION TYPE NAME rfi -'t- ROOM NAME / NUMBER DOOR NUMBER 0 FIRE EXTINGUISHER XI FIRE EXTING. CABINET INTERIOR ELEVATION SPOT ELEVATION DATUM REVISION - ADDENDUM REVISION - CONSTRUCTION BULLETIN OWNER: Bed Bath '& Beyond 650 Liberty Ave. Union, NJ 07083 (908) 688 -0888 PHONE NUMBER (908) 688 -0295 FAX NUMBER Point of Contact: Joseph Perticone, Architectural Project Joseph_Perticone@msn.com Kevin Jones,'Const. Project Manager ARCHITECT: CASCO Corporation 10877 Watson Road St. Louis, MO 63127 314- 821 -1100 314- 821 -3813 FAX Point of Contact: Colleen Breitenstein, Project Manager PLAN NORTH 0 Manager D 2000 -/W EXIT 481" INTERSTATE 405 PLAN NORTH 0 SOUTHCENTER BLVD. 1997 UBC •Use Group: M Mercantile (Section 309.1) sType of Construction (Table' 602): Type 3N, Unprotected, Fully Sprinklered • Actual Building Area per Occupancy Type: [Gross Area] Fire Separation Area #1 12,817 SF Fire Separation Area #2 33,936 SF TOTAL Actual Building Area = 46,753 SF • Maximum Length of Exit Access Travel (Table 1006.5): Use Group M (with Sprinkler System) = 250 Feet • NOTES: 1. All gyp. bd. shall have a minimum fire rating of 20 min. Type -X Gyp Bd. shall be used where noted. 2. Refer to Sheet A2.1 for retail shelving layout. 3. Refer to Sheet PME1.1 for Plumbing, Mechanical, and Electrical Code Data Info. 4. Based on Occupant Content, this building provides at least the minimum required Plumbing Fixtures. SITE ADJACENT TENANT 1 HR. RATED WALL BUSINESS OCCUPANCY ABOVE (MEZZANINE OFFICES) ACCESSORY AREAS BELOW USE GROUP M (RETAIL) VICINITY MAP OR SITE KEY PLAN 3 O_ 0 SOUTHWEST 43RD STREET USE GROUP M r (STOCK) FIRE SEPARATION AREA #1 w I CODE DATA EXIT 36" USE GROUP M (STOCK) 48" EXIT • Occupant Content (Table 1008.1.2): [Gross Area / SF per Person = # Persons] Fire Separation Area #1 Mercantile (Retail) 10,192SF/ 30 = Mercantile to = 545 SF /300 = Business (Mezz Off's) = 1,063 SF /100 = Accessory areas (Toilets, etc) 1017= TOTAL Occupant Load (Fire Area #1) = EXIT 48" ENTIRE TENANT SPACE IS FULLY SPRINKLERED USE GROUP M (RETAIL) FIRE SEPARATION AREA # FIRE SHUTTER 48" EXIT 340 Persons 2 Persons 11 Persons 0 Persons 353 Persons Egress Width (Table 1009.2): [# Persons x 0.2" per Person = Width] 353 Occupants 353 occupants @ .2 = 71" 71 TOTAL Egress Width REQUIRED = TOTAL Egress Width PROVIDED = 117" Fire Separation Area #2 SALES AREA EXITING Mercantile (Retail) ,830 SF/ 30 = 894 Persons Mercantile toc = 2, SF/3C0 = 10 Persons TOTAL Occupant Load (Fire Area #2 - Sales Area) = 904' Persons Egress Width (Table 1009.2): [# Persons x 0.2 per Person = Width] 894 Occupants 894 occupants ® .2 = 179 179" TOTAL Egress Width REQUIRED = TOTAL Egress Width PROVIDED (Sales Exiting) = RECEIVING AREA EXITING: Mercantile (Stock) & Receiving = 4,144 SF /300 = 14 Persons occupants 28" TOTAL Egress Width PROVIDED (Receiving 14 and Stocak) = ®.2" = 84" 192" 48" X Lu F- 48" w USE GROUP M (STOCK) BED BATH & BEYOND TENANT IMPROVEMENT FOR A NEW BED BATH & BEYOND STORE "TUKWILA, WASHINGTON" 400 STRANDER BLVD. TUKWILA, WASHINGTON PROTOTYPE VERSION: 1.99 SHEET DRAWING TITLE CURRENT ISSUE A0.1 Lode Data, Project Data Prototype', Version '1.99 DC -1 Demolition Site Plan - - - A1.1 Site Details A1.2 Demolition Plan A1.3 Site Details A2.1' Store Fixture Plan & Notes A2.2 Floor Plan & Partition Types A2.3 Floor Finish Plan A2.4 Reflected Ceiling Plan &Notes A2.5 Roof Plan & Notes A3.1 Finish Schedules A3.2 Door Schedule, Door & Storefront Types A4.1 Exterior Elevations A4.2 Exterior Elevations A4.3 Exterior Elevations A4.4 Exterior Elevations A5.1 Building Sections, interior Wall Sections A5.2 Exterior Wall Sections A5.3 Exterior Wall Sections A5.4 Exterior Wall Sections A5.5 Exterior Wall Sections A5.6 Exterior Wall Sections A6.1 Exterior Details A7.1 Enlarged Plans A7.2 Enlarged Office and Toilet Plans A8.1 Interior Details A8.2 Interior Details A8.3 Customer Service Desk Details A9.1 Interior Elevations F1 Fixture Plan (For Information Only) F2 Floor Finish Plan (For Information Only) F3 Power /Speciality Lighting Plan (For Information Only) F4 Lighting Plan (For Information Only) S1.1 General Structural Notes S2.1 Foundation Plan S2.2 Roof Framing Plan S3.1 Structural Details S3.2 Structural Details PME1.1 Plumbing, Mechanical, & Electrical General Information P1.1 Plumbing General Information & Schedules P1.2 Plumbing Riser Diagrams P2.1 Plumbing Floor Plan P3.1 Plumbing Enlarged Plan & Details FP1.0 Site Fire Service Piping Plan FP2.0 Fire Sprinkler Demolition Plan FP3.0 Fire Sprinkler Piping Plan FP4.0 Fire Sprinkler Piping Plan FP5 0 Fire Sprinkler Details' Plan CURRENT ISSUE DRAWINGS M1.1 Mechanical General Information M2.1 Mechanical Floor Plan M3.1 Mechanical Large Scale Plans and Details M4.1 Mechanical Schedules and Details E1.1 Electrical General Information & Schedules E2.1 Power Plan E2.2 Lighting Plan E2.3 Specialty Lighting Plan E3.1 Electrical Large Scale Plans & Details E3.2 Lighting Sequencing E3.3 Specialty Lighting Power Diagrams E3.4 Electrical Details E4.1 Electrical Schedules E4.2 Electrical Riser Diagrams Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 SEP - S LI(ul r.I ST: Prototype Version 1.99 Prototype Version 1.90 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 SEPARATE P Prototype Version 1 REQUIRED Prototype Version 1.99 Prototype Version Prototype Version 1.99 ua} i EC s r Prototype Version 1.99 I�� Prototype Version 1.99 1(Ji GAS PIPR Prototype Version Prototype Version Prototype Version Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 / 1 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 Prototype Version 1.99 1.99 MECHANIC 1.99 CITY OF TU'H 1.99 BUILDING DP' 1.99 urd II V 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS L -1 LLandscape Plan Cm2c!, , GVal, a, OSTRIBUTION Prototype Version 1.99', 01/03/00 BID/ PERMIT /12/00 /2/00 RED I9 E ARC ROF681ONAL OF RECORD PHONE 314 - 821 -1100 w o - Lai L.. M O 06/10/01 4702 DRAWING TITLE: CODE DATA PROJECT DATA AO.1 1 1/2" SCHED. #40 STL. PIPE RAIL 1" GROUT CROWN 1 1/2" & POST W/ ENAMEL PAINT FINISH 1/2 ° ' EYES ®12" O.C. (TO MATCH BUILDING) TYP. WELD TO TOP & BOT. STL. BAR W/ DRAW RAILS, ATTACH FABRIC BANDS (TYP) IS EA. W/ WIRE TIES AT EACH VERT. POST EYE. 6' - 0" TREADS TO BE 11" 1' - 0" 6' DETERMINED BY SITE CONDITION: • • CONC. LANDING Be STAIRS OVER PREPARED SUBGRADE GALV. CHAIN LINK FABRIC SECURE TO RAILING ON ALL SIDES AS INDICATED. KNUCKLE OVER ENDS OF ALL CUT OFF FABRIC a R 4 "R �•�� i� I ; r � : �;�;�0�.00�:�;;•d; /ri4•��p• � ' I .O'O. �SO �OiOii'i: ❖00 �• aCt'' � �� , ••' I 1. • JOp�; 0 �p7: r�� e:•:o!�: �ii�i�i: �Di'ii. ;:�iO�ip�, ;�;�;�;�;�;�•�•` i'ii'i'i�'i 'S .O••OO.'.O' o'.•••••••••O'OS ,'. l'i'Oii�••O�•�O�it� ii � i 40������p' � .' • � i j ��� j �•p' :•� I 5' DIA. SCHED. #40 STL RIPE BOLL. . 12 P COLOR "SAFETY FETY 0 TD. YELLOW" " , ' ;0. 1 1/2" SCHED. #40 STL. PIPE RAIL & POST W ENAMEL PAINT FINISH r V EYES P & O.C. BF lltl�'1� .,∎ ** Y `.� RAILS, ATTACH FABRIC W WIRE TIES AT EACH EYE. I I " FL. w m z m o = o ° w o o SAND PAVING SL OR GRAVEL FILL OR CONC. B ON GRADE NI 10• I L � Mili4 TO MATCH BUILDING TYP. ( ) IIIIIIIIIINIIIIIIIIINIlIlu11111111111 _ ; ill iII1110fl11111 f :IIH ll1111111111115 1111 - , ,8, �� �_� n rn iN GALV CHAIN LINK FABRIC SECURE TO RAILING ON ALL SIDES AS INDICATED. KNUCKLE OVER ENDS ' OF ALL CUT OFF FABRIC I = �_u° am 7 1 I fl7F 7I 71..11. '=a n � I n -Ilal � f 7�_ --I[ a' ' CONC: _ 71:=11 it n J1 II-'II� Illliuillilt . f l �If�� � GRADE R ADE #4'S TOP &BOTTOM FIN. - - - — — FL FIN \ _ _ �- " o ��� PM .� <..::: >.. <g..... - ° ii 7` FOOTING =OIL. (4) 'BARS VERL u�' �J ,--Lima 3 TIES 6 O.C. - n nVii. 1 u -1 1 ii- tl _�- 12 1 _ GRADE PROVIDE 1' TOE PLATE w Ir �,Ir°- �.1 n=�1 =I 18" DIA # ;c LII.ii ILEC u1= '1 lull \ ,n, DEEP HAUNCH ®BOLLARD -Rfu 16' �ilid TYPICAL . CONC. FOOTING AT BASE OF STAIRS FOR FULL WIDTH OF STAIR TYP. CONCRETE STAIR DETAILS 14 CONCRETE RAMP DETAILS 14, TYPICAL BOLLARD DETAILS 11 REF.: SOURCE: N.T.S. . REF.: SOURCE: 1/4 "=1'-0" REF.: A7.1 SOURCE:. VER.1.99 1/2" =1' -0" \ "cP P MIN. 66W1.4 x W1.4 rh 2 r)0(:) i 2 6 L....f, ACCESSIBLE PARKING SIGN, DESIGN PER LOCAL STANDARDS "VAN ACCESSIBLE" SIGN, IF REO'D. BY LOCAL STANDARDS 1 GROUT CROWN a B "i 111 WWF REINF. EASE TOOLED JOINT TOOLED EDGE EDGE TOOLED SLOPE �EDGE SLOPE TOPSOIL PAVING o ¢ N -6 `q o J PTD. COLOR "SAFETY YELLOW" -3" DIA. SCHED. #40 PIPE BOLLARD PTD COLOR "SAFETY YEL ASP PAVING SEE CIVIL DWGS ` �if�R IIIItiIBItIIi IAA �1 PAVING IlIIIIiIIRi: 7fn�N I i_ NOTE: ( W/ LOCAL COORDINATE W/ CIVIL s• �� SID. LOCATIONS DWGS R- 1 PROFILE & ui PREPARED - SUBGRADE _ ' -9..4 a" IIIIIIIIIIINIIIII 11 II III 111111 IIIIiAlllllllll - i ce 8 DA. x 24" DEEP CONC. FOOTING TYPICAL ACCESSIBLE PARKING SIGNAGE 10 NOT USED 09 TYPICAL CURB DETAILS 08 NOT USED 06 REF.: CIVIL DWGS. SOURCE: VER. 1.99 1/2" =1' -0' REF.: SOURCE: VER. 1.99 3/4" = 1' -0" REF.: CIVIL SOURCE: VER. 1.99 1/2" =1' -0' REF.: CIVIL SOURCE: VER. 1.99 1/2" =1' - F0. ABUTTING BLDG. PILASTER ALUMINUM RAILING & FITTINGS (02990) F.O. ABUTTING BLDG. PILASTER 4" CONC. W/ 66 W1.4x W1.4 WWF REINF MEDIUM BROOM FINISH OR ALTERNATIVE JURISDICTION ON ALL RAMP SURFACES '_ DETECTABLE WARNING" FINISH PER LOCAL _ CONC. E.J. @ SILKSCREENED GRAPHIC SECURE PLYWD. BATTENS. TYP. TYVEK SHEET (FURN. BY BBB) 90.0000• TO 3/4" CD -EXT PLAN VIEW W/ 1z2 PR. ER. NOT TO SCALE ON REVERSE SIDE, �, NOTE: REFER TO DETAIL 01 /SHEET A7.1 ALUMINUM RAILING & FITTINGS F.O. BLDG. FOR LOCATION OF CART CORRAL (02990) FOR 2 SIDES v ���KKKK COMPRESSIBLE FILLER 2' -2" CLEAR T.O. CONC. I I BED BATH 11 I I C31 =01 7 T I I 'I t! /BACK BACK OF PLYWOOD SIGN SIDE PREVAILING a,, WIND RN. GR. m ® o o -- o RAMP j gy p £ PERIMETER W/ 4 #3x 12" DOWELS / ,y� \ - 16" O.C. EMBED 499,4' QF P { • 6 INTO RAMP CONC. `Se � \ RgM LU SH 1 IY/i S/O /O ` q �: ASPH. PAVING OR FLARED S ��\i CONC. TO MATCH CURB PROFILE fCg 0 LaA10L:K�l �3CvK L�J[0 I I I H— o o ° w 0 4 "x4" PR. TR. WD. POSTS W/ 2x4 PR. TR. WD. T t 1 ru BRACES . q ," Ji na �-`:1 i STAKED R n .., n =n k a I IKn n i Lr u n i � o. ,,i I n _ n ='nTi -ii= / a -s a —s a ' -s" a' -s' . �X \\ / \ TEMPORARY CONSTRUCTION SIGN AS SPEC'D (10300) RECEIVED COMPACTED CRU SHE D 37D NBF rURwILA (NO CONC. FTG.) AUG - 2 2000 Man CENTER 41/2' HAUNCH CONC `CORE DRILL CONC. SIDEWALK AT PIPE & GROUT SLEEVE LOCATIONS TYP. NON- SHRINK GROUT TYP. 18' -0• CART CORRAL DETAIL 05 CART CORRAL PLAN 03 CURB RAMP DETAIL 02 TEMPORARY SIGNAGE 01 REF.: A2.1 SOURCE: VER.1.99 1". 1 REF.: 02/A2.1 SOURCE: VER.1.99 1/2" =1' -0" REF.: CIVIL SOURCE: VER.1.99 N.T.S. REF.: SOURCE: VER.1.99 1/4" =1' -0" c 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: ARCH. PROJECT# 999636 DRAWN: MSD DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT 7/12/00 ADDENDUM #1 BBB PROJECT# BBBXXX CHECKED: CCB 1 . irdud. A 4702 REGIE'' 08/10/01 4702 ONAL OF RECORD ONE 314- 821 -1100 DRAWING TRCE SITE DETAILS A1.1 DEMOLITION KEYED NOTES <4, DEMO E70591NG STARS HAlARNL AND BOLLARDS -SEE SHEET A22 FOR NEW STARS O REM OVE FURRNG AND GW. BD. TO MASONRY WALL IN LEASE SPACE. REMOVE VINYL BASE AND MISC. WOOD TRIM * DEMO .STING EXIT RAMP AND BOLLARDS. - ERE SEE FLOOR PUBS & SECTIONS FOR CONSTRUCTION D= NEW FIRE RATED SHUTTERS. V MOVE COSTINO VESTIWLE COMPLETE O REMOVE EXISTING RATED DEMISING WALL WH INDICATED. INDICATED. � O 3 ` � REMOVE SECTION OF EXISTING WALL AS REQUIRED FOR NEW STORE FRONT CLASS. SEE STRUCTURAL PLANS FOR INFORMATION REGARDING DEMOLITION OF COSTING ® DEMO EXISTING FLOOR SUB AS REQUIRED FOR NEW DOCK IEVFLOR SEE STRUCTURAL PUNS PRECAST WALL PANGS. SEE CONST. PLANS FOR INFORMATION REGARDING NEW FOR NEW CONC. DOCK PIT. CONSTRUCT TO BE NSTALLED. _ ' ION ID , ' "CONTRACTOR'S VERIFICATION OF EXISTING CONDITIONS" I, VE RIFIED EXISTING CONDITIONS AND (CONTRACTOR'S 4.00310010 OVERALL AN INTERMEDI ATE DIMENSIONS ON THIS All ARCHITECT O D DRAWING, (AS DESIGNATED HEREIN AS °((f - #°)�) ON . FOLLOWING ____._- ..__ TOILET ROOMS _ PLUMBING % REMOVE COSTING ROOF MOUNTED EXHAUST FAN AND ALL ASSOCIATED DUCTWOPoC AND CONTROLS. O OWGS OV FOR NEW G TOILET ROOM IR AATKW. REPLACE MD D REPAIR SUBFLHXR PATCH ROOF TO PATCH COMM l-Z �- �/ ELEVNFO TO MATCH EXISTING SUBFLOVATION. ® �® NY REMOVE EJOSTING ELECTRICAL PANET.S AND ALL RELATED DEVICES COSTING ROOFTOP UNIT TO REMAN. REMOVE ALL DEMO DUCTWORK, DIFFUSERS CONTROLS, , T. T EQUIPMENT, CONDUIT, WIRE CO4PLLTELY. SEE ELECTRICAL PLANS FOR ETC SEE MECHANICAL DRAWINGS FOR NEW DUCT srsTOH. 133 -0" (8ED BATH AND BEYOND LEASE SPACE) PM PARTIAL OR COMPLETED DEMOLITION WORK, AND SENT A COPY OF THIS ANNOTATED DRAWING TO THE ARCHITECTS OFFICE ON .ALL DIMENSIONS PROVIDED NEW PANEL LOCATIONS. 6 FASTING STAIRS SHALL BE REMOVED COMPLETELY. Q9 REMOVE AND RELOCATE OOSTINC UNIT FEATOL SEE MECHANICAL DRAWINGS FOR NEW LOCATION 1 OF UNIT HEATER. PATCH ROOF N 114. DOSING AT FLUE MORA.. T R RE EM MOVE ALLAIL STRUCTURE EXCEPT ROOF STRUCTURE RO OW EXISTING UNIT HEATER AND ALL ASSOCIATED ACCESSORIES PARR ROOF TO MATCH ( MEZZANINE REMOVAL INCLUDES ALL MATERIAL AND FINISHES ASSOCIATED OOSONO AT OWE PENETRATOR WITH MEZZANINE SUCH AS FLOOR COVERINGS AND WALL FINISHES, ELECTRICAL PANELS, ELECTRIC METERS, LIGHTING AND AIL ELECTRICAL 4> ITEMS, SUSPENDED OGLING TIE, DOORS, DOOR HARDWARE. SPRINKLER 4, COSTING RTU PANEL TO REMAIN AS IS. ONES CONC. PANEL FLOOR, HVAC EQUIPMENT, AND SOFFITS O • O O O O O _ _ 1' O (oA7� ARE BELIEVED TO BE TRUE AND ACCURATE. REFER TO PROJECT MANUAL SECTION 02060 VERIFY IN FIELD ALL CONDITIONS O (MOVE SECTION OF EXISTING WALL AS INDICATED. 4% EXISTING MAIN DISTRIBUTION PANEL & SUBPANELS ALONG THIS WALL SHALL M. AS LS % CANOPY ENTRY FEATURE, STOREFRONT, PARAPETS SKYLIGHTS & COLUMNS SHALL CO REMOVED COMPLETE PROVIDE BRACING AND SHORING TILTING DEMOUIION AS NOT N NEW DISTURB THE EXISTING REMAINING STRUCTURES INTEGRITY. PROTECTION w I THE E EXISTING INTERIOR OF WILDING UNTIL NEW DETER STAVING G WALL WALL DEMOLITION GENERAL NOTES IS S COMPETE SEE STRUCTURAL PLANS FOR ADDITIONAL NOTES ,O —__ -_ _ ._...._ 1. REMOVE ALL EXISTING NTEMOR PARTITIONS AS SKIM. EXISTING STEEL FRAME CANOPY SHALL BE REMOVED DURING DEMOUII(1N AND SALVAGED FOR RETIE AND REATTACHMENT - REATTACH AS PER THE EXISTING CONDITIONS. 2 REMOVE ALL EXISTING FLOOR FIHSIES TO EXPOSE GONG OR TERRAZZO FLOOR NOTIFY AR.ITECT IMMEDIATELY SEE EXTF. ELEVATIONS FOR NEW PAINT COLORS F ANY SUBFLOOR CONDITIONS EXIST THAT SHOULD CAUSE UNLEM SURFACE ER NEW FLOOR FINISHES (TIN. ALL SR FRAMED CANOPY AT BBB TENANT SPACE) 3. CUT OFF ALL ELPOSED ANCHOR BOLTS THROUGHOUT EXISTING SALES FLOOR - GROUT IN ALL COMM ANCHOR BOLT DO NOT T ANY EXPOSED COLUMN ANCHOR BOLTS OR STRUCTURAL MEMBER ANCHORS UNDER ANY QRCWISTM7• 11 SAW CUT AND RONNE EXISTING FL AS REQUIRED FR NEW NEW PLUMBING SEE PLUMBING HOLES W V OR DRAWN. FOR ADDITIONAL DEMOTE. AND INFORMATION. F THERE IS ANY QUESTION CON(Ei9VNG THE STRUCTURAL INTEGRITY OF ANCHOR BOLT LOCATIONS - CONTACT THE STRUCTURAL ENGINEER IMMEDIATELY. OT ALL POINT E CONNECTCNS AT INURES TO REMAIN REFER TO ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION 4. REMOVE ALL EXISTNG ENTERIC" UGHT MXTURES SEE ELECTRICAL PUNS ANA SHEET 024 FOR NEW FIXTURES. FOR NEW UTILITY ROUTING AND REQUIREMENTS 5. REMOVE ALL COSTING REGISTER POWER P.S. 13 EXISTING NTER:O COLUMNS N REMAIN. REMOVE ALL EXISTING FURRING G, D ROOF DEMOLITION NOTES. OR ELECTRICA. IT EMS AS REWIRED TO PREPARE INTERIOR COLUMNS TO 6. SEE ROOF PLAN SHEET A2.5 FOR ADDITIONAL ROOF REPAIR, PARAPET, COPIN AN FCR NEVI LOCATIONS O EASING ME CHANICAL AND .. RE PER fURI000 INFORMATION. R EXISTING CERRG RIND SOFFITS THRW OUT 00100 SEE ELECTRICAL PUNS ,4 XISME. SHAll. REM .RTt 9. WHERE SLAB CRACKING AT DOORS IS UNCOVERED DURING DEMOLITION, NOTIFY THE 15 NOT USED ARCHITECT' IF SLAB IS DETERMINED TO NEED REPLACEMENT AT SUCH CRACKING REMOVE. EXISTING TERRAZZO FLOORING A CONCRETE SLAB AS REQUIRED. REMOVE SLAB TO 18" O TRANSFORMER SHALL BE RELOCATED SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. (REIN) EACH SIDE OF DOOR, AND 3' -0" (MIN) FROM ' WALL TO INTERIOR. REPLACE 16 ESSDEMO W /CONCRETE SLAB TO MATCH EXISTING THICKNESS f PROVIDE 1/2" DIA. SMOOTH DOWELS 0 1% MERE E ISTNG WALL IS REMOVED SEE STRUCTURAL PUNS FOR NEW STEEL COLUMNS 2' -0" O.C. FROM EXISTING SLAB TO NEW SLAB, ALL SIDES. DOWELS SHALL BE DRILLED TO EXISTING SLAB, 6" (MIN) EMBEDMENT EXTEND DOWELS INTO NEW SLAB 1' -0" (MIN). PACK 18 REHOVE EXISTING INTERIOR PART EN WALLS THROUGH OUT. ) DOWELS W/ GROUT INTO EMEN '' EXISTING SLAB. SEE' NOTES ON SHEET A2.2 FOR ADDITIONAL REQUIRTS REGARDING CONCRETE SLABS. 0 REM. AND REFUGE IXISNG D050 SEALS AND DUMPERS <> 2 10. SEE SITE PLAN SHEET C.1 FOR ADDITIONAL IN FOR MATON REGARDING STE ELEMENTS TO BE REMOVED. 4> REMOVE EXISTING E.I.F.S. AND FURRING TO EXPOSED WALL CONSTRUCTER. SE ELEVATIONS FOR ADDITIONAL INFORMATION 21 ...STING STEEL BOLLARDS LEGEND O O REMOVE ALL COMM NTERS MILLWORK, PLUMBING AND ELECTRICAL 0EMENTS - CAP OFF A STCOMM EXI STING PLUMBING A ELECTRIC UNES - REPLACE AND REPAIR SUBFLOR TO MATCH EXISTNG ' 1 _ 71I"' i I P 1 1 I /I / I . 8 2 I c A �' I I I 1 I RESURVEY CERTIFICATION ,• REF.: SOURCE VER 1.99 4 (1 1 - , - -A) t "o .;- 15 T,i -0 d 4 ig g 1 2 90 . P 5 . IP 1pg m p Ell Wgge 0 11= > !. EtIm Ade , g g w 1.1 PI: ilge 011 II g5 i II"! il 14 g j 11B g 11 .. s 2ge$ a4"12 °4 i g 1 i 51 1 !i: P iodOgi ii; Nfi 011 g i , a ge - ER . l od dq§ RB W. 4 1 1 ° 8 r4 MI a4 §!!1841$2 WA% MO 8 ill: 0 ;40111 gpi2 . Om 1 .1 pi4i Amg l'-. fluerd k 1 /;m1 8 ' ev; 4 ik 111MV w ng W II gdi 1$14 1g! le gg lil rge.41 -.! 14,--" .,21- -I gi wig ik.,,1 %-R- K4q lig VD gQ WA OggP 'I§ we'a '4g 10; 'gig iii5. 2P-gEgg 44111 114 !, i 08g ,om, biWI 4E-, qihi§ RiEl gg -0 ilMg g0 Rgggm ig P1 Wg1.02qm ITV PORI§ g 5 IP li l ig g mAll mR1§-0 HP-1 gogg 2 !IV „, Ilgo4 1 E g p W;g§ wiE 2,q. 1 ipmPge ' § ONwo- q i P Me * h i 4 /i r 3•_4 1/2• r ____ ''I M.O. T— J 1 � © 'I 1 I• 4. I 4 _ I 1 1 t 1 I _ - - '—{ —i n In'�"II' 7 rtTrr I r It u.. TYPICAL CF (3) TITS AREA _ �; ( ` _, i6 I I _ L � .... I ; ' I " 1 I _ _ - 1 t I 1 , II , u� 1 I 'I O �(. I © (/y9� v y\ �/ I O 1 6 �,- '- {•{v0� ik- I ^ 4� L E r=a 1• ' ■ - - - - 1 1 _ 1 ` 1 ,III P. - _ - j I _, IF _ - 11 �� -- I A•i. t -1"1 1 (' I� • I� I 1 1 A1 ; I c Z f I I O I ```" T p j I ® I 4 1 �' 1 1 i1 V � � c_u I ^ I I 1 1- • ,...1 ,a ` I i O I i I 43v8}Z1` I I I - _ _ 1 1 ® _ - _ I " 1 ( I J I . • r ` ii -TT EBEL. ELEVATION. EXISTING TO REMAIN COSTING 571HG TO BE REMOVED $SE FIRE PROTECTION DRAWINGS FR REMOVAL R REUSE SE (F ALL SPRINKLER RISRS DRAINS ° AND RELATED EQUIPMENT. ! 0 EXISTING ROOF DRAMS GUTTER AND LEADERS SHALL. REMAIN. NS FOR AU_ WATER UNE INFRMANON. ,O SEE PLUMBING PLANS EXIST Q b REMOVE EXISTING DOOR AND FRAME - EXISTING STEEL ANGLE LINTELS A SURROUNDS SHAM MINN. T REMOVE PHOTON OF ROOF DECK FOR NEW RN, PROVIDE ADDTOAL FRAMNG PER STRUCTURAL DRAWINGS SEE SHEET .5 AND MECHANICAL DRAW. FOR FURTHER INFORM /TON. QB USING ROOF HATCH AND ACCESS UDDER . REMAIN 'T REMOVE PORTON OF EXISTING WALL. AS INDICATED FOR NEW DOOR SEE STRUCTURAL o1 PLANS FOR CUTTING OF EXISTING PRECAST WALL PANELS % REMOVE EXIST. FRAMING B'TWEEN TOP OF EXIST PANEL AND ROOF SUPPORT ROOFING AS REQUIRED PREPARE AREA FOR CMU WALL REFER TO STANT. DWI . % NOT USED Q ADIA(FNT TEN MET % SAND AND REPAINT EXISTING STEEL HANDRAIL H SWARD - PAINT TO MATCH NEW STAR RAIL A BOLLARDS. N. _�J // DEMOUll. _ 1 11 : I �` Jr �J ■ { I fill 1 i M I y _ _ J1— , o _ I 1 I O _ _ ®(TIN.) � 1 i I \ 1 I I •/\ 99 -- I 1 .P _ _ T 1 I \ 1 I I I • I w I , I Y v I _ ELEVATION X , 63"-.2" (BED BATH AND BEYOND LEASE SPACE) 0 ') � . __vs r ___ 1 L 1 .1 I ,1 J i 4'-',____ I �� I I © O r T n rtnt 6 P IIIIItiLHil lieu ua I I �� raj ,. I , E , . , � � Ii ' i , J "rT �.I I © Y 1 1, RT f +' I I I 1---. _ A 4,4, 1 Ted J 1 I 1-J -(� � . � �N11 ry ; . .` - I 1 I I I I 1 i I <)-j i © � I © 1 I DBADLLBR EEEVADON 0 m I =TF O 1 K - � ') J' ' c ° I , � , , © I Fl VERIFY V ® TI LENGTH AND IT REO ARED .I © I --- y -- -II ti, � �� ii 1T 11 11 1 Ir I � 11 I II i t 11 II 11 II n I I, I n O I j n 1 Fri= II I 4 - �.. j - -- I I 1 I F___ -� lr - ¢ I i � y Y C 1 1. � I . I 1 1 f ,, J . / II ft i 1� � _ /i I 11 1 Tr E P 4 i 4 DFMQ c � (� 1 ' ` 4 .I /� i t - t _ J I • 4 •_ 1 -9 1 LL I ' I I 11 1 N � I �I 1 =- 11 1 1 1 L — I r — II u ( j 1 I • 0 • u_ 4. 13' -61/2" L� _rLy� L1 ■ — 10 = . 4> __ -' 6 �i — 1 1 =_1 H 1 I © N i 27 it O — . \J 2 © O -- R.O. R.O. / -0 `1 /B II j ii O 0 (I (l Q F.5 G HO o 1 DEMOU 0 O / \ ELEVATION 355 -0" (BOO BATH AND BEYOND LEASE SPACE) FLAN vizrzw4 NORTH DEMOLITION PLAN 02 DEMOLITION NOTE3 01. REF.: SOURCE: VER:1.99 1118 =1'-O" REF.: SOURCE: VER.1.99 N.T.S. 1 1/2" SCHED. #40 STL. PIPE RAIL 1 1/2" SCHED. #40 STL PIPE RAIL NOTE: LANDING & TREADS TO HAVE & POST W/ ENAMEL PAINT FINISH 1/2" EYES ®12" O.C. (TO MATCH BUILDING) TYP. WELD TO TOP & BOT. STL. BAR W/ DRAW RAILS, ATTACH FABRIC BANDS (TYP) CO EA. W/ WIRE TIES AT EACH VERT_ POST EYE. 11 1' -0" NOTE: LANDING & TREADS TO HAVE & POST W/ ENAMEL PAINT FINISH (TO MATCH BUILDING) TYP. 1/2" EYES ®12" O.C. WELD TO TOP & BOT. STL. BAR W/ DRAW RAILS, ATTACH FABRIC BANDS (TYP) @ EA. W/ WIRE TIES AT EACH VFRT. POST EYE. 6' -8" 11' 1' -0" NON-SUP LIP FINISH TYP. 1 1/2" 6 " GALV. CHAIN LINK FABRIC SECURE TO RAILING ON ALL SIDES AS INDICATED. KNUCKLE OVER ENDS OF ALL CUT OFF FABRIC FIN. NON -SLIP FINISH TYP, 1 1/2' i CONC. FILLED MET. PAN LANDING WELDED TO STEEL STRINGERS " '' 3''x 3 x 1/4"x 4 L STL UP ANGLE C A CONNECT CLIP ANGLE TO MC12 FRAME 4 -11 I 6 " CONC. FILLED MET. PAN TREADS WELDED TO STL. ANGLE GALV. CHAIN LINK FABRIC SECURE TO RAILING ON ALL SIDES AS INDICATED. KNUCKLE OVER ENDS OF ALL CUT OFF FABRIC 1 r� ' !, G.! 4 �":� �:Ci��i� �i�i:i i�ii�i�i�i�i� ; "" >•iiii%i�i�� :�.•: : 'r %:!:!:l..! ! '.!+1.3 . .!.!,!.'.•_..W- 0':00.❖ :4 ` ff► VA CONC. FILLED MET. PAN LANDING WELDED TO STEEL STRINGERS " 3 „ x 3 x 1 /4 "x 4" L STL CLIP ANGLE Ip:•:: CONNECT CLIP ANGLE �� Oi0' ii00•i�JOJ�J.� ':i ❖'i ❖:•S: ❖:•iS: ❖i :•::::•'•'•::: ❖: ❖:•: +:� 3:•::•':❖:❖'❖:::•: . ❖. ❖. ❖...O...... ,•:0.3: ❖: ❖e:❖S:•::•: '. ❖ ❖..•.'. ❖.• +. ❖. +.•. +. ❖: ❖: ❖:•:: ❖:• ...........,...........a, �'••••�4•: �i.4.�� ::::: :; 0❖.❖ . + . ❖. +• +• : +5: +' ❖:: �: +::` .. ❖.;..;.. . ❖.s : •:d: ❖o:•` ❖'•'! ...05• .•..:: .4 �•': ❖::•:$•:: .!.:....... !T ❖p ���' :�' '•: +::: ��•� >:•' ❖ ❖..:':. � !•: +:`: ❖:5::•:� t..;. �.. ❖;.." : •:d•: + s ..`O.• ❖. ❖.'. +. ! : ❖:: ❖:•` +:•,off -..,.. i'�:i� 4 %i% ii . �`•:�:�:�:•' ❖`•`�`� :. ❖. "•': � �e�:�:��:� .... ,.•. ,,.... ': ❖:•: + : . •`: ❖: � :y :• : + : ❖ ••.•0 : ❖.•.O• . ❖.O ❖.•. ,.............- ....., ii�4•.,� '�`�'�•�` +• . J: ❖: ❖: ❖:•:. (' ❖:•: +: +: ❖: ❖:•::.. ....0... ❖....J.,, ':d•SS:❖:❖:❖:❖D:c . , p'. ❖.•. +. +... ❖. ❖.•. .•: : ❖: ❖: ❖:O•:53:.•' :O:❖ :S ,. .:::::::' / _ Ci�'.��w v �ri p . fA•' • . .. ••,� •o� .. • i00•+ W:•i r ��! . '.,•ppp . o .o Ip�• O •`•+ � •i'iiii yi0�• AA p :•.�.� � •o. ❖.• � i0 •i• .,��..�• •••• .�p.��. �.•OO ww�so, iiiii, •00•ii.. .�.�•j. I e��•:: ❖.�.•g.. �••pi❖. ❖. ❖.•. o:• ...•o....`o� O.•J,,.,.•.0,.0,.0p' q`. p •O.; ,. r o!.; � .bOSo:•:� ��F:•oo: TO MC12 FRAME _ .......................r. ::::” ; • •::: rt ���� pp :•oo.. I 5�44444`4.3e.• It �� C� 1■ •� ••• ••• •e:❖ 3` 0;•; �;�;�.y..; & MC10 TYP. MSS 4 x 4 x 0.1875 N _ ._.. ;.; . E� 4 °R FL. m v> co 00 0 _ ° o ¢ o ti W h N w ° "' & MC10 TYP. MSS 4 x 4 x 0.1875 °J COLUMNS (10 x 10 x 1 /2 ") BASE PLATE & (4) 3/4" 0 ANCHOR BOLTS TYP. ` � �' '0 �I, •�`•' ,, + z Im _ 2 ° o a N 0 g wn k' ° .+• 117755 • I ��_ 1 •' COLUMNS (10 x 10 x 1/2") BASE PLATE & (4) 3/4" 0 ANCHOR BOLTS TYP MC 12X10.6 MC 10X8.4 �,�� \ MC 12X10.6 MC —� 10X8:4 / - � FIN. FIN. w . o CONC. FILLED MET PAN TREADS WELDED TO STL ANGLE m.. 111 .. ... i r GRADE H'TO SLAB STL CLIP ANGLE ATTAT W 1 . / / 2" DIA. EXP BOLTS TOP & BOTTOM'. o .r r - - ` a rL / GRADE STL CLIP ANGLE ATTACH TO SLAB W/1 /2" DIA. EXP BOLTS #4'S TOP & BOTTOM STL CLIP �� 16" MIN. TO INGERED CONC. FOOTING AT BASE OF STAIRS FOR WIDTH OF STAIR CONT. 1/4" STEEL W — 16' MIN. � CONC. FOOTING AT BASE OF STAIRS STL. CLIP ANGLE WELDED FOR WIDTH OF STAIR TYPICAL RISER PLATE WELDED TO EACH TREAD TYPICAL TO STRINGER CONT. 1/4" STEEL RISER PLATE WELDED TO EACH TREAD NEW STAIR ELEVATION - STAIR "B" 04 NEW STAIR ELEVATION - STAIR "A" 03 REF.: A2.2 SOURCE: VER. 1.99 1/2 " =1' -0" REF.: 52.2 SOURCE: VER. 1.99 1/2 " =1' -0" I 1 1/2" 1 /2.. 4 . 0 ,. 1 1 1 0 2 % ELEV. /� l � 13' -3 1/2 PLATFORM T J) " (8) EQUAL TREADS B 11" W/ 1" NOSING '_ RAILIN EXISTING CONSTRUCTION 1 1/2'-= 1 1 /2" f 1 1/2" MIL PIPE RAILING 2' -G" FIELD VERIFY EXTENSION BOLLARD SEE DETAIL 11/ SHEET A1.1 ;S .. // / i \. m _ d / - -- I i �� i 2' -6" I r O \ \ 1 1/2" MTL. PIPE RAILING .) AREA OF REFUGE / i T / / DOOR W/ I 180 DEGREE I SWING _/� 1 34 1 1 -O" \ ° T - N ELEV. —II NEW OPENING IN EXISTING WALL FOR DOOR - SEE SHEET A3.2 FOR NEW DOOR INFORMATION r \ 2' __ _ NEW DOOR IN EXISTING OPENING - SEE SHEET A3.2 FOR NEW DOOR EXISTING 1 1/2" 0 PIPE RAIL CONSTRUCTION 34' ABOVE NOSING ( 05) k ° "' AREA OF REFUGE INFORMATION 1 TS) 2 ....., 0 3 0 Is 1 a / 1/4 4 1 CINE U PLAN /\ NORTH AUG - 2 P000 „ PERMIT CENTER L \ J N - = ' `" / -6-K 1 1/2" 7 7 ,. 1 1/2" PLAN NORTH Mr' NEW STAIR PLAN - STAIR "B” 02 NEW STAIR PLAN - STAIR "A" 01 REF.: A2.2 SOURCE: VER.1.99 1/2". - REF.: A2.2 SOURCE: VER.1.99 112" =1' -0" C 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT 1 \ADDENDUM Ni DATE: 01/03/00 7/12/0 ARCH. PROJECTp 999636 DRAWN: MSD BBB PROJECT# BBBXXX CHECKED: CCB 4702 CRANING TRE: SITE DETAILS A1.3 2 " REF.: 24' -6' O t 18 -5 1/2 t TYPICAL BANNER Cl NDUIT LAYOU& LENGTH 1 NGT MAY VARY BASED 1 AISI WIDTH) 18' -5 1/2" � O2 STORE FIXTURE PLAN SOURCE: VER. 1.99 — 0 3 02 1/16 = 1'-0" 2600 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE 0(ORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR- PROVIDED DETAILS AS 'REQUIRED. 2. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB, VENDORS AND CONTRACTOR(S). A. BANNERS B. CUSTOMER SERVICE DESK C. REMOTE SERVICE DESKS WFROVED JAN 2 3 2001 AS NOI D EUtLD ' G N 3. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. STORE FIXTURE FLAN NOTES REF :. 02/A2.1 : SOURCE: VER. 1.99 01 N.T.S. 24' -0" 12' -0 24' -0" HU L 16' -0" ' 16' -o" (,16' -0" E A ONDUI ENTERED OVER COUNTERTOP EA. DIRECTION I FURNITU ELECT ICS _, • 23' -7" Hi SWING KIDDY 1 L MEI ONT GLAS II a - 24' -0 1/2" amonemosposei 55 1/2" (WALL INFI ) 191' -10 7/8" 1 IPA �I.. 14,a, 14,a, GRAPHIC 4' - BBBY SIGN GIRAPHIC 4 -0' BBBY �01 17' -7 I' I 04 FIIII11 �� i I.' -5°' • 4 24' -0" 91' /2" RIOR ACE 1' WALL 0 IN • OR F • • OF I LL ±) 24 0 "SERVICE CORE" MEZZANINE FLOOR PLAN 192' -0" (BED BATH AND BEYOND LEASE SPACE) 24' -0 24' -0" 10877 WATSON ROAD"`;'. ST. LOUIS, MO ` 63127 ° {' PROJECT MANAGERS` 3/4" DIA. BANNER CONDUIT FURNISHED & INSTALLED WITH THREADED RODS & COND)N' HANGERS BY CONTRACTOR, ALL BANNER COND SHALL BE PTD. WHITE, TYP. CONDUIT TO B INSTALLED 3' -0" PAST FLOORING TRANS' LINE & 3' -0" PAST CENTERLINE OF VIN AIS m ADJACIEJNANT 24' -0" p IN LJ mlolm REMOTE SERVI 1 41' -5 7 8 DESKS FUR ED BBB ,I , ' f■■ ❑ q INSTALLED BY C1•TRAC �' �� 10" (Trn:) 24' -0" RECEIVING TERMINAL 354' - 0" (INTERIOR FACE OF WALL TO INTERIOR FACE OF WALL ±) 355' - 0" (BED BATH & BEYOND LEASE SPACE) EV L (WITCH GEA 1� —I—Aim PLAN STAGING AREA 24' -0" 1I I L NORTH 24 -0" iM J LJ LJ — DL U it - - - F- 0 24' -11 163' -0" (BED BATH AND BEYOND LEASE SPACE) 24' -0' COVERLETS 24' -0 O 24' -01 / 1 I I Vll NM__fi_llI = _ !!!!J•__I -!M= 11 , II P N • P R INTS II ` , �'- I/ II u - 27' 0" ❑'. I II J L J I SAII • LJ N I 7 NTS � 1 N. I ; ism 1 1 1 ram 1 . :== 1 -, 1 1 NTS -- 24' -0" I■ A F 0 CO ° LU CO RALPH R. SHAW r 08/10/01 (TYP. @ HI H PILAS ER) ERIO ACE 38' -2" NEW STO'EFRONT OPENIN 21' -5 1/8' NEW TORFRONT GLASS 24' -0" 24' -0" 92' -0" (BED [.TH A s BEYONI LEA SPAC 124' -11 1/8" 24' -0" 12' -0" s`11i:g 7 A1 1n11110 .01mtusiA I 1 14 ,_." NEW 0 �) ® - ® Q 0 © L I 0 ECTION SPRINKLER CANOPY 12 -0" 12 -0" 12 -0" 24' -0" 24' -0" 24' -0 I I� � ! user 16 mum © j su1111iI11I.® ERE SHOWN) EFER TO STORE Fl LAN (02/A2.1) FOR L OCATION OF DOORS' ID ® 112 11 'COLUMNS NOT CO RED BY SLATWAL TO BE PRINTED TO ,MATCH WALLS TYP., -7 TIONS/ TRAFFIC FLOW 10877 WATSON ROAD ST. LOUIS, MO 63127 =, PROJECT MANAGERS RECEIVED PERMIT 'CENTS Prototype Version 1.99 BID/ PERMIT Professional a rm. Pncct&In 0512510 8 /O2/OU GENERAL NOTES: 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING MTH THE WORK, AND NOTIFY THE M„"HITECT IMMEDIATELY OF DISCREPANCIES USING THE 'CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR - PRODUCED DETAILS AS REQUIRED. 2. KNISH C E.'VATONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE KNISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN MTH SITE- SPECIRC ELEVATIONS SHOWN ON DRAWINGS 3. PARTITION DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY NOTED OTHERWISE 4. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE OMSION OF RESPONSIBILITIES BETWEEN BBB VENDORS AND CONTRACTOR. 5. BUILDING SHALL BE FULLY PROTECTED WITH AUTOMATE SPRINKLER SYSTEM IN ACCORDANCE WITH NEPA 2310 PROVIDE FIRE EXTINGUISHERS PER ,AURISDICTON REQUIREMENTS. 6. COORDINATE ALL METER LOCATIONS WITH PLUMBING, AND ELEC. DRAWINGS 7. COORDINATE TRANSFORMER LOCATIONS WITH ELEC. DRAWINGS 8. NEW SIDEWALK AND SIDEWALK PATCHING KNISH TO MATCH ADJACENT EXISTING SIDEWALK FINISH. 9. REFER TO FIXTURE PLAN SAT A2.1 FOR ADDITIONAL DOORS SUPPUED AND INSTALLED BY FIXTURE MANUFACTURER 10. REFER TO ENLARGED PLANS SHEET A7.1 FOR NEW STEEL COLUMN DIMENSIONING AT NEW STOREFRONT GLASS AREAS. MISCELLANEOUS: 1. THESE GENERAL NOTES SUPPLEMENT THE PROECT SPECIFICATONS REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REWIREIENTS 2. NOTES ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHAXICAL DRAWINGS CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THOR SHOP DRAWINGS AND WORK. 3. NO OP_NINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSION. OF RECORD. 4. NO CHANGE IN SITE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT TIE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 5. THE CONACTEA IS RESPONSIBLE FOR UMITINC THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING CONSTRUCTION LOADS SHALL NOT EXCEED THE DESGN CAPACITY OF THE FRAMING AT TIRE TIME THE LOADS ARE IMPOSED. 6. THE STRUCTURE IS DESIGNED TO REACTOR AS A UNIT UPON COMPLETER. THE CONTRACTOR B RESPONSIBLE FOR FURMSA,NG ALL TEMPORARY BRACING AND/ C SURP MET HODS BE REQIRED AS RESULT OF THE CONTRACTOR'S 7. DO NOT SCALE THEE: DRAWINGS, USE DIMENSIONS 8. CONTRACTOR'S CONSTRUCTION AND /OR ERECTOR SEQUENCES SHALE RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS CF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 9. THE CONTRACTOR SHALL INFORM ME PROFESSIONAL OF RECORD N MINTING OF ANY DEVUAYOI FROM 111E CONTRACT DOCUMENTS TIE CONTRACTOR SHALL NOT BE TJOJE4'D OF THE RESPONSIBILITY OF SUER DEVIATION BY THE PROFESSIONAL 31 RUM REVIEW OF SHOP DRA'MNGS, PRODUCT DATA, ETC., UNLESS TEE CONTRACTOR HAS SPECIRCALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECIRO HAS OVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATOR. �'Illlll� / / FLOOR PLAN KEYED O NOTES PROVIDE NEW STEEL STUD FRAMED WALL NFU SEE WALL SECTOR SHEETS FOR DETAILS (WHERE SECTION IS NOT SHOWN PROVIDE 6" 69CSN16 MIL STUDS N 16' OC). O PROVIDE NEW CONCRETE RAMP SEE iJETAII 02/A1.1 <> FEW TUBE STEEL WURNS - DEMO COSTING ROOT. AS REWIRED FOR NEW FOOTINGS - SEE STRUCTURAL PLANS FOR ADDITIONAL COLUMN AND FOOTING INFORMATION. 0 4 PROVIDE NEW DOCK LEVELER B NEW DOCK BUMPERS AMU SEALS REFER TO SPEC SECTION 10300 SO COS'TNG STAR TO REMAIN O 6 NEW TRASH COMPACTOR - REFER TO SECTION 10300 0 7 FEW CART CORRAL - SEE DETAE 03/A1.1 <> DOSING ROOF SCUTTLE LADDER TO REMAIN O NOT USED. 10 PROVIDE NEW METAL CANOPY COMPONENTS AS REQUIRED SUCH AS SOFFIT, RASING STRUCTURAL SYSTEM, ROWING, AND ETCETERA TO COLIPLEIELY MATCH Tiff COSTING CANOPY. RI1D VERIFY EXACT REQUIREMENTS. SEE EEIEIA30 ELEVATIONS FOR PAINT COLORS. "SERVICE CORE" MEZZANINE FLOOR PLAN KU 11 3 HR RATED BELONG FRE SHUTTER 12 NEW SLAB - SEE STRUCTURAL PLANS. 13 NEW HEADER - SEE STRUCTURAL PANS 14 PROVIDE FEW CONCRETE PANEL mu_ - SEE STRUCTURAL PLANS FOR DETAILED INFORMATION. ,<> NEW ACCESSBLE STARS - SEE SHEET A1.3 FOR DETAILS <> FEW A^TS°°' F CONCRETE LANDING N RAMP. NOTE RAMP SHALL HAVE A MAX • SLOPE OF 1:12, AND MEET ALL APPLICABLE ACCESSIBLE CODE REQUIREMENTS 1 0 SEE ORE PROTECTION PLANS FOR ALL SPRINKLER INFORMATION. NEW SECTOR OF 4 IR. RATED CMU WALL - MATCH EXISTING 4 HR. WALL ADJACENT TENANT NJ.C. N O 'O 24' -0" I, 24' -0" 354' -0" (INTERIOR FACE OF WALL TO INTERIOR FACE OF WALL ±) 355-0" (BED BATH & BEYOND LEASE SPACE) 163' -0" (BED BATH AND BEYOND LEASE SPACE) 4' -4 1/2" I R.O. 191' -10 7 /I" 24' -0 5 -5 1/2" (WALL INH ) 45 -11 1/4" 1 O O O 24' -0 24 1/2" 1 24' -6 F It z I I -- - - - N PIPMENEIE ® � e, 0 A 24' -6" PLAN =� NORTH FLOOR PLANS �l REF.: "0 t 18 -5 1/2 t 18' - 5 1/2" MIPS ray ER 0 'N ® EXISTING CMU WALL - REFER TO SHEET A3.1 FOR NEW WALL PAINT COLOR AS APPLICABLE ® 1 1/2 "x 20 GA. METAL FURRING CHANNELS 16" O.C. `- 1/2" GYP. BD. TO 4" ABOVE ACT OR TO BOTTOM OF ROOF DECK WHERE NO CEILING OCCURS 4: SLEW -1' W/ ALUMINUM INSERTS TO 14"-0" A.F.F. REF. 04/A8.1 0 CONT. BOTTOM TRACK SECJREDITO CONC. WITH POWDER ACTUATED FASTENERS 16" 0.C. © CONTINUOUS ROOF DEFLECTION TRACK SECURED -1 LAYER ' OF TYPE "X" GYP. BD. (EA. TO BOTTOM OF 'ROOF DECK SIDE) TO UNDERSIDE OF ROOF DECK. REF. 19/A8.1 0 METAL STUDS 16 O.C. TO STRUCTURE ABOVE. REFER TO LARGE SCALE PLANS & SECTIONS FOR FRAMING SIZE & GAUGE ® 3 -1/2" SOUND ATTENUATION BATT INSULATION NE, l',31/ INTERIOR INTERIOR @0 ®ADJACENT TENANT m Lt4tiMU ?BP;t isrstiB1t*H ADJACENT TENANT INTERIOR SIDE la 1C 0 0 ®00 ®00 EXTERIOR SIDE GYP. BD. TO UNDERSIDE OF MET. DECK AT RESTROOMS GYP. BD. TO 6" BELOW ROOF DECK (OFFICE "D" SIDE) SIDE m ia4titititintititititile O 0 0 O ` 0 W4 titit W' Iititititltd� 5241114111/ IM BO t t 0 ®00 lmon O 0 mum V 0® - it4ti nzut4umst tir- S) (I) f[l LAYER OF TYPE "X" GYP. BD. (EA. SIDE) TO UNDERSIDE OF ROOF DECK - UL #425 0 EXISTING PRECAST WALL W/ EXISTING FINISHES - SEE ELEVATIONS FOR EXTERIOR FINISHES SEE SHEET A3.2 FOR NEW INT. FINISHES 0 1/2 MOISTURE RESISTANT GYP. BD. PER FINISH SCHEDULE SECURITY WIRE MESH (05500) TO 12' -0" A.F.F. ON BED BATH & BEYOND SIDE 0 6 METAL STUDS TO STRUCTURE ABOVE. REFER TO SECTIONS FOR FRAMING SIZE, SPACING & GAUGE 1/2" DENSE GOLD BOND ® EXTERIOR GYPSUM BOARD ® EIFS W/ 2" INSUL. BOARD ® 6" BATT INSULATION ® 5/8" GYP. BD. TO BOTTOM OF ROOF DECK MY OF TUKWItA APPROVED JAN 2 3 2001 AS NOTED WI KLD'NG DIVISION SOURCE: VER.1.99 02 1/16 =1' -0" PARTITION WALL TYPES REF.: 02/A2.2 SOURCE: VER.1.99 01 N.T.S. n � m L W O W � LI m 24' -0" 24' -0" 24' -0" 24' -0" 12' -0" 12' -0 24' -0" 24' -0" 24' -0" V,,4. 7 A����lL����, HOLD ° i 110' 0 3 4" HrLD . .. dy .ore A .. , / � � / I I = '� -1 TA 1 I STARTNG PgNT OF I \ �I �. 2B iP � / FLOaBNG FRON � � /4 � I� _ � I CLEAR/FlNISHED I � jilrg /,. / / / / ir IL, 101 j S i� umoE FAGE aF wALL I ^ .I L•1 0 10'2" �I11� yy� . , p, p " ` � ems we FINISH SCHEDULE ORIENTATION 1 I 24' -0" 24' -0 1/2" 24' -6" 18' -5 1/2" 92 -� (BED S TB A BEY0�1 LEA ' SPAC AI1 RI0A 0 IN " IOR F• C OF LL ArAMPFAPFAMPANI RFL0 O ® Pimp" Ati RE . A7.2 T i m 0 3 d� V � N I i i �. �J F to U 00 r A dm Ars °3 di' i111 % ' ' . VII ■ L. - 1/ " 124' -9" 354' -0" (INTERIOR FACE OF WALL TO INTERIOR FACE OF WALL ±) 355' -0" (BED BATH & BEYOND LEASE SPACE) \N \ ‘N ■ N 1 2 HOLD \ 1\1\ \1\ \ � \�`_ \ \ \ \� \ \ \� 115 -2 HOLD \�` \ \ \ \ \ -- C \ � 11' 3 3/4" St \ \ \ \ \ r/ - CPT -1 , 7A r A ! 21 -\ / � \ \� \\,11\�F� \` % -\ , , FACE OF w . r. v_, ZAIE 26' -6° HO \ \ \ \\ 11 Ai 18' -5 1/2" ©CJ0CG 10877 WATSON ROAD LOUIS, MO 63127 PROJECT MANAGERS . SHAW 08/10/O1 4702 ,wNO Tn� FLOOR FINISH FLOOR FINISH PLAN KEYED O NOTES O PROVIDE AND INSTALL WHITE LO- PRESSURE SLATWALL (SLW -1) W/ BRUSHED ALUMINUM INSERTS - S' O.C. @ 4' AF.F. TO 74 -0� A.F.F. O PAINT COLUMN TO MATCH ADJACENT WALL (TYP. ALL EXISTING COLUMNS AT EXTERIOR WALLS) O 3 NEW STOREFRONT OPENINGS 0 I i • "SERVICE CORE" MEZZANINE FLOOR PLAN NOTE HATCH PATTERN INDICATES DIRECTION OF STRIP FLOORING. (TIP.) ADJACN..T TENANT N.LC. 0 24'-0" 24' -0" PLAN 163' -0" (BED BATH AND BEYOND LEASE SPACE) 0 I NORTH 24' -0" FLOOR FINISH PLAN 24' -6" REF.: - SOURCE: VER. 1.99 02 1/16 = -0' MARK (CC -2 ) CPT -1) MAT -1> 0 T4 0 VSF -1 > (VSF -2> MT -1> REF.: 02/A2.3 2, 0cTh z6y' AREA /DESCRIPTION CONC. COATING (SEALER) CARPET ENTRANCE MAT TRANSITION STRIP (CARPET TO CONC.) TRANSITION STRIP (VCT /VSF TO CARPET) TRANSITION STRIP (VCT /VSF TO CONC.) VINYL STRIP FLOORING 12" VINYL STRIP BORDER MARBLE THRESHOLD FLOOR FINISHES LEGEND REF.: 02/A2.3, 17/A2.3 SOURCE: VER. 1.99 SECTION REF, (03370) (09680) (10300) (09650) (09650) (09650) (09650) (09650) (09650) 3. COLUMNS NOT COVERED BY SLATWALL TO BE PAINTED TO MATCH ADJACENT WALLS. 4. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE FLOOR FINISHES SPECIFIED PER FLOOR FINISH LEGEND MAY'ALL NOT BE SHOWN ON PLAN REFER TO PLAN THIS SHEET AND SHEET A -31 ROOM FINISH SCHEDULE FOR APPROPRIATE FLOOR FINISHES FLOOR FINISH PLAN NOTES SOURCE: VER 1.99 CITY OF TUKWILA APPROVED JAN 2 3 2001 AS MO(ED B1htDTF DMSION 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR DETAILS AS REQUIRED. 2. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB, VENDORS AND CONTRACTOR(S). N.T.S. 01 N.T.S. 01RX1N0 m/• CHANGE BJU ETN ' 9/25/OLV ;( Prototype Version 1.99 BID / PERMIT TRACK LIGHTING SEE ELECTRICAL DWGS. EXIT UGHT SEE ELECTRICAL DWGS. FAN /LIGHT COMBINATION SEE ELECTRICAL DWGS. SUPPLY AIR GRILLE SEE MECHANICAL DWGS. LEGEND 24' -0" STRIP FLUORESCENT UGHTING SEE ELECTRICAL OWES. 2X4 FLUORESCENT UGHTING SEE ELECTRICAL OWES. RETURN AIR GRILLE SEE MECHANICAL DWGS. GYP. BOARD CEILING REF. SHEET A3.1 FOR CEILING HEIGHT 2X4 SUSPENDED CEILING REF. SHEET A3E.1 FOR CEILING HEIGHT 24' -O" "SERVICE CORE" MEZZANINE FLOOR PLAN 24' -0" O E.5 24' -0" 12' -0" ,j, 12'- ' -0" 12' -0" NEW UNIT HEATER - VERIFY LOCATION W/ MECHANICAL PLANS ADJACENT TENANT N.LC. 24' -0" 24' -0" 24' -0" 24' -0" 354' -0" (INTERIOR FACE OF WALL TO INTERIOR FACE OF WALL ±) 355-0" (BED BATH & BEYOND LEASE SPACE) 24' -0" 24' -0" 163' -0" (BED BATH AND BEYOND LEASE SPACE) 24' -0" 24' -0" PLAN 24' -0" NORTH O O 24' -0 1/2" 24' -6" i REF. O O t 18 -51/2 " t REFLECTED CEILING PLAN 2 s l III I IIIIIIIIIIII, a .■�.,.��.� I I ' 1 1 ir 1 I' =r- II= I I I I r) m 3 I r !=1 ■■ = i I r r I (I) a g Il SOURCE: VER. 1.99 02 5116= 1'-0" SOFFIT 0 7' -4" A.F.F. REF.: 02/A2.4 1/2" M.R. OW. BD. EXPOSED GYP. BD. UNDERSIDE AT OF LANDING SLOPED 5/8" TYPE -X GYP. BD. (UNDER STAIR) (1DQG 10877 WATSON ROAD ST. LOUIS, MO 43127 PROJECT MANA D `ADJACENT TENANT N.I.C. OFFICE °E° OFFICE "D" 203 EXPOSED TO STRUCTURE ABV. ELECTRIC "B" 115 STORAGE " -I 206 I OFFICE "F" 205 1 5. REFER TO SHEET A3.1 FOR CEWNG HEIGHTS. / / / / / / / / / / // MEZZANINE REFLECTED CEILING PLAN SOURCE: VER. 1.99 ADJACENT TENANT STORAGE "A ", WOMEN B MEN M ' //Y/ 1- STORAGE "B" I 109 I STAIR CORRIDOR I 114 1 AGE "C" 110 1 (TOR OFFICE "A" 112 r i ■ ! i .... 1 11 E • OSED TO milefiiii 1 Ti S "UCTURE A:OVE -- ___ I 1'x! RIDOR I II.- Ir � - -r 1a®1b■I•11li 1 ■r il .Ir ®11 Nam �1 1®1a 1 I A• YP. I BD. moni SOFFIT 0 7' -0" A.F.F. PLAN OFFICE REFLECTED CEILING PLAN REF.: 02/A2.4 SOURCE: VER. 1.99 1. THIS SHEET IS INTENDED TO SHOW GENERAL COORDINATION OF OVERHEAD WORK REFER TO STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL FOR MORE INFORMATION. 2. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR - PROVIDED DETAILS AS REQUIRED. 3. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDOR AND CONTRACTOR. 4. ALL OVERHEAD ITEMS INCLUDING STRUCTURAL DECK, EQUIPMENT, CONDUIT ETC., WHETHER BY CONTRACTOR OR BBB TO BE PAINTED WHITE THROUGHOUT COMPLETE PROJECT DURATION. REFLECTED CEILII G PLAN NOTES REF.: 02/A2.2 SOURCE: - VER. 1.99 OFFICE °C° 2X4 ACT (TER.) OFFICE "8" 11 1/6 =1' -0° GYP. BD. S. T 0 7 -10" A.F.F. NORTH 06 1/8 =1' -0" 01 N.T.S. RALPH R. T SHAW. 08 /10 /Ui 4702 REFLECTED CEILING! PLANS & N." ri ROOF PLAN REF.: SOURCE: VER. 1.99 02 ROOF PLAN NOTES 1/16 =1' -0" REF.: 02/A2.5 SOURCE: VER. 1.99 RTU -12 EXISTING CANOPY TO BE REMOVED AND I REINSTALLED AFTER ACADE I CONSTRUCTION RTU -10 RTU -8 .) 4 ' 24' -0" 24' -0" 24' -0" i ii. � ii a.A -4v �i/ RTU -3, • Is . I • RTU -4 24' -0" 24' -0" 62' -0 "± NEW LOW CANOPY FIELD VERIFY EW ROOF WALKWAY PADS(TYP.) 24' -0 1/2" 24' -0" 24' -0" 24' -0" 192' - 0" (BED BATH AND BEYOND LEASE SPACE) 24' - 0" , 12' -0" 1/, 0 24' -0" 24 -0" 355' -0" (BED & BEYOND LEASE SPACE) 24' -0" 163' -0" (BED BATH AND BEYOND LEASE SPACE) 24' -0" PLAN 02.14-14/ 24' -0" NORTH 0 24' -0 1/2" 24' -6" r °18'-5 ° 18' -5 1/2" T ROOF PLAN KEY if+% S EXISTING GUTTER & DOWNSPOUTS SHALL REMAIN INTACT - G.C. SHALL NOTIFY ARCHITECT IF ANY DAMAGES ARE FOUND DURING REID VERIFICATION. NEW ROOF CRICKET PROVIDE POSITIVE SLOPE TO EXISTING ROOF DRAINS. EXISTING ROOFING MATERIAL SHALL REMAIN AS IS, EXCEPT WHERE NOTED AND AS RECOMMENDED BY ROOF MANAGEMENT SURVEY REPORT. SEE NOTE BELOW. EXISTING ROOF HATCH SHALL REMAIN. G.C. TO PROVIDE COUNTER FLASHING AT ALL NEW PARAPET LOCATIONS EXISTINF FLASHING TO REMAIN - REPAIR AS NEEDED - FIELD VERIFY EXISTING COMMONS AND EXACT REQUIREMENTS REFER TO WALL SECTIONS FOR INFORMATION. NEW STRUCTURAL FRAMING OWR STOREFRONT GLASS - REFER TO WALL SECTIONS AND STRUCTURAL DRAWINGS FOR INFORMATION. EXISTING GAS PIPING SHALL REMAIN OR TO BE RECONFIGURED. SEE. P2.1. EXISTING RTU SHALL REMAIN - SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. NEW RTU LOCATOR - EXISTING ROOFING MATERIAL MD DECK SHALL BE REMOVED FOR NEW OPENING - REFER TO SHEET A6.1 AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. G.C. SHALL PROTECT ROOF STRUCTURE DURING DEMOLITION. NEW FIR - SEE PLUMBING PLANS FOR INFORMATION & EXACT LOCATOR. NEW EXHAUST - SEE MECHANICAL PLANS FOR INFORMATION & EXACT LOCATION. METAL CANOPY ROOF BELOW - MATCH EXISTING CANOPY. NEW SATEWTE LOCATION - SEE DETAIL 20/ SHEET A6.1 FOR ADDITIONAL INFORMATION. AU. 0051195 ROOF STRUCTURAL RENTERS SHALL REMAIN - SEE STRUCTURAL FOR ADDITIONAL INFORMATION. EXISTING HIGH CANOPY AND PARAPETS ARE BEING DEMOLISHED - REPAIR AND REPLACE ALL NECESSARY ROOFING COMPONENTS TO MATCH EXISTING. REPAIR DAMAGED BASE FLASHING MEMBRANE REPAIR VOIDS :N BASE FLASHING LAPS /SEAMS. FASTEN AND SEAL TOP OF CURB FLASHING. REPAIR DAMAGED FLASHING MEMBRANE SEAL FLASHING CORNERS. SEAL TOP OF PIPE. CLEAN DEBRIS FROM DRAIN STRAINERS /SCUPPERS /GUTTERS & INSTALL NEW DRAIN STRAINER. REMOVE DEBRIS FROM ROOF. SEAL OBSOLETE PENETRATION. REPAIR DAMAGED WALL SEAL OPEN WALL JUNCTURE. REFASTEN MECHANICAL UNIT TO CURB. SEAL DETERIORATED/DAMAGED MECHANICAL UNIT. INSTALL PROTECTION PADS UNDER WOOD BLOCKING/SLEEPER SUPPORTS EXISTING ROOE_SURVEY REPORT: PREPARED BY: MIKE NEUMAN - BENCHMARK, INC. 6065 HUNTINGTON COURT, NE CEDAR RAPIDS, IA 52402 (319) 393 -9100 THE EXISTING BUILT -UP ROOF SYSTEM CONSISTS OF: . TWO LAYERS OF INSULATION TOTALING 5' IN DEPTH . THREE'. PLYS OF FIBERGLASS FELTS INSTALLED WITH HOT BITUMEN . TOP POUR OF BITUMEN WITH EMBEDDED GRAVEL FOR SURFACING THE OVERALL CONDITION OF THIS DRAWLED, BUILT -UP ROOF SYSTEM APPEARS ACCEPTABLE. MISCEI I ANEOUS: 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. NOTES ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 5. OPENINGS 1' -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TINE THE LOADS ARE IMPOSED. 7 CONTRACTOR IS RESPONSIBLE E FOR FURNISHING ALL UNIT TEMPORARY BRACING AND/ OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 9. CONTRACTOR'S CONSTRUCTION A ND �OR ERECTION QUENCES SHALL COGNIZ AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTSES OF STRUCTURA RE ELEMEE NTS DURING THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY. OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TINE OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. GENERAL NOTES 1. VERIFY MEASUREMENTS VAIN CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR DETAILS AS REQUIRED. 2. PROVIDE PIPE FLASHINGS, . CONDUIT FLASHINGS, AND MANUFACTURED GAS PIPING SUPPORTS AS SPECD. (07720) 3. PROVIDE ROOF OPENING STRUCTURAL FRAMES. REF. 16/96.1. 4. PROVIDE SECURITY BARS AT ALL OPENINGS LARGER THAN 12 "x 12 ", EXCEPT AT HVAC ROOFTOP UNITS AND ROOF HATCH. REF. 17/96.1. 5. PAINT GAS PIPING AND LADDER EXTENSOR COLOR "YELLOWY AS SPECD. (09900). 6. CONTRACTOR SHALL KEEP ROOF CLEAN OF ALL DEBRIS DURING ALL CONSTRUCTION WORK. 7. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDORS AND CONTRACTOR. 8. REFER TO PLUMBING DRAWINGS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING ROOF FLASHING WORK. ALL ROOF PENETRATIONS FOR MINOR ROOF VENTS AND SIMILAR ITEMS MAY BOO BE INDICATED ON THIS ROOF PLAN: HOWEVER. ALL ROOF BASHING WORK SHALL BE PROVIDED BY THE ROOFING SUBCONTRACTOR SO AS TO OBTAIN OR MAINTAIN NEW (OR EXISTING) ROOFING WARRANTIES 9. ALL DIMENSIONS SHOWN TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED ECE clTV R of ruKwlla AUG - 2 2000 PERMIT CENTEF ©10©© 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS G7 Prototype Version 1.99 01/03/00 mizmmic ADDENDUM #1 -_ 11111■_ 11=11.13=1111 �dm Monet o e orE practlen REGISTER k. ARCN,T RA LP AW �I R. SH E OIM WASHINGTON 08/10/01 4702 SHAW ROFES90NAL OF RECORD PHONE: 314 - 821 -1100 DRAWING 7111E ROOF PLAN AND NOTES A2.5 MARK AREA /DESCRIPTION SECTION REF. MARK AREA /DESCRIPTION SECTION ROOM WALL FINISHES REMARKS REF. RM. # ROOM NAME FLOOR MATERIAL BASE CEILING MATERIAL /PAINT COLOR CLG. HT. WALL MATERIAL /PAINT COLOR: REF A2.3 FOR ORIENTATION 1 2 3 4 NOT USED CONCRETE COATING (SEALER) CARPET FLOOR TILE CERAMIC COVE BASE TILE CERAMIC WALL TILE FRP WALL PANEL ENTRANCE MAT PLASTIC LAMINATE PAINT SLATWALL (09810) (09810) (09680) (09310) (09310) (09310) (10300) (10300) (06200) (09900) (10300) C> T2 O 0 0 TS NOT USED NOT USED TRANSITION STRIP (CARPET TO CONC.) TRANSITION STRIP (VSF TO CARPET) TRANSITION STRIP (VSF TO CONC.) VINYL BASE VINYL COMPOSITION TILE VINYL STRIP FLOORING VINYL WALLCOVERING WOOD BASE /STAINED /SEALED WOOD CORNICE /STAINED /SEALED NOT USED (09650) (09650) 09650) (09650) (09650) (09650) (09650) (09650) (09650) (09720) (06200) (06200) (09550) ( CC -1 > ® 101 VESTIBULE MAT —1 — OPEN — VWC- 1 /SLATWALL VWC -1 TO 11' -6" HGT. / SLATWALL ABV. TO 14' -0" WALL BUMPERS ON ALL WALLS (CPT-1) 102 SALES AREA VARIES/REF.: A2.3 VB -1* OPEN STRUCTURE/ PTD -1 EXISTING /PTD -1 EXISTING /GYP. /PTD 1 SLW -1 EXISTING /PTD -1 EXISTING /PTD -1 * = SEE NOTE #4 103 STOCK AREA CC -2 _ OPEN STRUCTURE/ P1D -1 _ _ — 104 RECEIVING CC -2 — OPEN STRUCTURE/ STRUC — EXISTING /PTD -1* EXISTING /PTD -1 EXISTING /PTD -1* EXISTING /PTD -1* * — PLY 4' -0" P. PTD 1 ®105 (SEE NOTE WD. #5 BELOW) HGT. ®OY ( VB —# ) 105 NOT USED (FRP -1) (VCT — #) 106 MEN TLT. CT -1 CT -2 M.R. GYP /PTD -1 7' -10" M.R. GYP. /CT- 3 /CT -4M.R. GYP. /CT- 3 /CT -41 M.R. GYP. /CT -3 M.R. GYP. /CT- 3/CT -4 CER. TILE FULL HGT. (MAT -1> (VSF #) 107 WOMEN TLT. CT -1 CT -2 M.R. GYP /PTD -1 7' -10" M.R. GYP. /CT -3 M.R. GYP. /CT -3 /CT— M.R. GYP. /CT- 3 /CT -4M.R. GYP. /CT- 3 /CT -4 CER. TILE FULL HGT. (P.LAM — #) (VWC #) 108 STORAGE "A" CC -2 VB -2 OPEN STRUCTURE/ r-10" G1P /PTD -2 GYP /PTD 2 GYP /PTD -2 GYP /PTD -2 (PTD — #) (WDB — #) 109 STORAGE "B" VCT -1 VB -2 PTD -1 EXPOSED STRUC. — GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 (SLW — #) (WDC — #) (WSF — #) 110 STORAGE "C" CC -2 — EXPOSED STRUC. — GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 PTD. FULL HGT. EXC. ONLY INTERIOR FINISHES LEGEND 19 111 JANITOR CC -2 — EXPOSED STRUC. — M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 FRP -1 4' -0" HOT. 0 FLOOR SINK 112 OFFICE "A" WSF -1 WDB -1 SUSP ACT -1 7' -10" GYP. /PTD -2* GYP. /PTD -2* GYP. /PTD -2* GYP. /PTD -2* * = WDC -1 0 ALL WALLS REF.: SOURCE: VER. 1.99 N.T.S. 113 CORRIDOR WSF- 1 /CT -1* VB-2/CT-2 SUSP ACT -1 7' -10" GYP /VWC -1 GYP /VWC -1 GYP /VWC -1 GYP. /VWC -1 CT -3* * = CT -1, CT -2 & CT -3 WAINSCOT ® E.W.C. WALL 114 STAIR CORRIDOR CPT -1/ * VB -2/ * EXPOSED STRUC./ PTD -1 — GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 GYP /PTD -2 * = AS SPEC'D. (09650) (CPT -1 0 LANDING) 115 ELECTRICAL "B" CC -2 — TYPE —X GYP./ UNPTD VARIES TYPE —X GYP. /UNPTD TYPE —X GYP. /UNPTO TYPE —X GYP. /UNPTD TYPE —X GYP. /UNPTD TAPE & FLOAT 0 GYP. BD. ONLY 116 STOCK AREA CC -2 — OPEN STRUCTURE/ PTD -1 — — _ — _ 117 SPRINKLER RM. #1 CC -2 — OPEN STRUCTURE/ PTD -1 _ M.R. GYP. /PTD -2 EXISTING /PTD -2 M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 118 SPRINKLER RM. #2 CC -2 — OPEN STRUCTURE/ PTD -1 _ M.R. GYP. /PTD -2 EXISTING /PTD -2 M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 119 SPRINKLER RM. #3 CC -2 — P - m _ 1 M.R. GYP. /PTD -2 EXISTING/PTO-2 M.R. GYP. /PTD -2 M.R. GYP. /PTD -2 120 VESTIBULE MAT -1 — OPEN — VWC- 1 /SLATWALL VWC- 1 /SLATWALL LW WALL C -1 $U TO MPERS 11' -6" ON HGT. / SLAALL WALLS TWALL ARV. TO 14 -0" 201 OFFICE "B" CPT -1 VB -2 SUSP ACT -1 7' -10° GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 202 OFFICE "C" CPT -1 VB -2 SUSP ACT -1 7' —i0" GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /P1O -2 203 OFFICE "0" CPT -1 VB -2 SUSP ACT -1 7' -10" GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 204 OFFICE "E" VCT -1 VB -2 SUSP ACT -1 7' -10" GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 205 OFFICE "F" CPT -1 VB -2 SUSP ACT-1 7' -10" GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /PTO-2 206 STORAGE "0" VCT -1 VB -2 EXPOSED STRUC. — GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 GYP. /PTD -2 1. 2. 3. 4. 5. GENERAL FINISH NOTES: COLUMN TREATMENTS. GUARDS (10300) AT ALL INTERIOR PARTITION OUTSIDE CORNERS / REF. A7.1 (10300) AT INTERIOR PARTITIONS, / REF. A7.1 GYP. BD. (I.E. NOT BEHIND STORE FIXTURES) AT SALES AREA — TYP. @ ENTRANCE AREA AND 2' -0" TO PAINT WALLS FROM 12' -0" A.F.F. AND UP TO ROOF WHERE STORE FIXTURES ARE LOCATED. CF"'''''''';'‘) 7 0 ,\..„----°z---- FINISH SCHEDULE 11 REFER TO 02/A2.3 FOR PROVIDE WALL CORNER PROVIDE WALL BUMPERS BASE ONLY ON EXPOSED AT RECEIVING ROOM #104, REF.: SOURCE: VER. 1.99 N.T.S. EACH SIDE OF EXIT DOORS. 0 0 ......**. 4) 04 RECEIVED CITY OF TUKWILA ( AUG — 2 2000 PERMIT CENTER V LJ-1!V © O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS ADDENDUM #1 DISTRIBUTION: Prototype Version 1.99 01/03/00 ARCH. PROJECT 999636 Profess' oa /10/01 4702 BBB PROJEC CHECKED: oN p STATE OF WASHING"( ALPH PROFESSIONAL OF RECORD PHONE 314- 821 -1100 DRAWING 1111E FINISH SCHEDULE A3.1 4 T G. ♦ 7 T G 13' - 11 1/2" / T.G __ 4 EQUAL LITES 4 EQUAL UTES 4 EQUAL UTES I.G. I.G. I.G. % I I 4 �, 14' a" 14' - 0" ' 13' - 11 1/2" 4 EQUAL LITES 4 EQUAL UTES 4 EQUAL UTES I.G. I.G. I.G. % I I I.G. I.G. I.G. j/ I.G. I.G. I.G. I.G. Y U. ' I , � T,G. I.G. LG. I � U'� T.G ' T.G7/ i \ � T. 0 T.G. �e T.G T.G. r I.G. I.G. I.G. I.G. I.G. I.G. I.G. I.G. T.G, i i / g< /// G �/ I . / 14' -4" R.O. . 2� cE c� SECTION REF 08100 08100 REMARKS - 08410 3000 SERIES AUTO..SUDING DOOR /FRAME UNIT 08410 3000 SERIES AUTO. SUDING DOOR /FRAME UNIT 08410 2000 SERIES AUTO. SLIDING DOOR /FRAME UNIT aCROIDg 10577 WATSON �9T LOUIS, MO 63127 ` PROJECT MANAGERS:. 6) ALUM. TRIM TO MATCH STOREFRONT - BY STOREFRONT MFG. FHI 4" HM HEAD WHERE SCHED. EXIT ALARM,- - FIRE /EXIT DEVICE WHERE SCHED. PAIR DOORS WHERE SCHED. T.G. T.G. T.G. I -AUTOM [683 -3 DOOR( BREAK 9' -0" UNIT (1 BREAKOUT PANEL ONLY) R SIG 300) ATIC SLIDING S) W/ EMERGENCY OUT D00RS TYP. B.1 NOTE: 6'8" HGT. DOORS ARE ACCEPTABLE FOR INT. DOORS -ONLY FOR DOOR TYPES F, FL & FV. SUN CONTROL WINDOW FILM @ ALL EXT. GLAZING, AS SPECD. (08800) 24 "x30" LOUVERS FL SUN CONTROL WINDOW FILM ® ALL EXT. GLAZING, 14' -1 1 /8" 8.0. 1 BB3 -1 PAIR DOORS WHERE SHOWN ON PLAN 1FV1 T.G. T.G. , .G. T.G. T.G. `, T.G. T.G.; T.G. T.G ' T.G. 4' T.G. 24 "x36" VISION LITE T.G. 6.5 ALUM. TRIM TO MATCH STOREFRONT - BY STOREFRONT MFG. REF.: 1— 4 -0" FRAME 0.A. 1 \ FLUSH SLAB 1FRI FIN. FLOOR FIN. GRADE DOOR & STOREFRONT TYPES 8 :el,r I SOURCE: VER.1.99 04 DR. 101 102 LOCATION VESTIBULE VESTIBULE VESTIBULE SALES AREA SALES BB3 -S3 BB2 -2 MATERIAL ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES HOLLOW METAL 14' -0" UNIT 9' -0" UNIT UNIT 7-8" UNIT 7' -8" UNIT T -8 UNIT 1 -3/4" FINISH FROM RM./ TO RM MATERIAL AL UNIT AL UNIT FRAME HEAD MFR. PREFlN. MFR. PREFlN. MFR. PREFlN. PTD -1/* 106 107 108 109 110 -113 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129.130 & 131 132 133 134 201 2 AREA RECEIVING COMPACTOR RECEIVING NOT USED SALES AREA MEN'S TOILET WOMEN'S TOILET STORAGE "A" STORAGE "B" STORAGE "C" JANITOR OFFICE "A" ELECTRIC "8" VESTIBULE VESTIBULE RECEIVING SPRINKLER RMS. SPRINKLER RMS. SPRINKLER RMS. SALES AREA SALES AREA SALES AREA RECEIVING OFFICE "B" FH DA FL 883 -1 892 -2 FR FL FL FL FR2 202 203 204 205 STORAGE "D" FV F I.G. I.G. I.G. I.G. I.G. I.G. L I.G. I.G. I.G. I.G. I.G. I.G. HOLLOW METAL EXISTING HOLLOW METAL EXISTING DBL. ACTING IMPACT DR. HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL OPENING HOLLOW METAL ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES FLUSH METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL FLUSH METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL NOTE: REFER TO SHEET /A9.1 FOR INFORMATION REGARDING SF -02 THRU SF -06. 4' -0" 3' -8' 6' - 10" STD. 3' -0" 3' -0" 3' -0" 3' -0" ( 2 ) 2, -4 3 -0" 3' -4" 14' -0 UNIT 9 =0 UNIT 3' -0" 3' -0" 2)3' -01 2)4' -0' 2 10 11 10 10 10 10 12 • 12 14 10 4' -0" 4' - 0" 4' -0" ' -0" 3' -0" 3' -0" 3' -0 3' -0" T -0" 7' 0" 7' -0" 7' - O ° 7' - 0" 7' -0" 7-0" 7' -4" 7-0" 7' -8' UNIT 7 8 UNIT 7' -O" 7' -0" 7' -0° 7-0" 7' -0 7' -0" 7r -0" 7' -0" 7' -0 7' -0" 7' -0" 7' -0 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" STD. STD. 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" SUN CONTROL WINDOW FILM ® ALL EXT. GLAZING, AS SPECD. (08800) MFR. PREFlN. MFR. PREFlN. MFR. PREFlN. PTD -1 /EXT -1* PTD -1 /EXT -1* PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 RTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 MFR. PREFlN. MFR. PREFlN. PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD - PTD- 1 /PTD -1 PTD -1 /EXT -1* PTD -1 /EXT -1* PTD - 1 /EXT - 1* PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD- 3 /PTD -3 PTO- 3 /PTD -3 PTD- 3 /PTD -3 - SOFFIT ACCESS - STEEL 2' -0" 2' -0" - MFR. PREFlN. GENERAL DOOR NOTES 1. * "EXT -1 ": EXTERIOR H.M. DOOR 4c FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. 2. 6' -8" HGT. DOORS ARE ACCEPTABLE FOR INT. DOORS -ONLY FOR DOOR TYPES F, FL, & FV. 2A 3' -5 5/8" AL UNIT HOLLOW METAL HOLLOW METAL PTD -1 /EXT -1* HOLLOW METAL PTD -1 /EXT -1* HOLLOW METAL MFR. PREFN. I HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL AL UNIT AL UNIT HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL' HOLLOW METAL HOL OW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL STEEL 2" 2" 2" 2' 2" 2" 2" STD. STD. 4" 2" 2" 2" 4 " 4" 2 2" 2" NOTE: STEEL FRAME REINFORCING FOR AL. STOREFRONT. REF STRUCTURAL DRAWINGS. FINISH HDWE FIRE FROM RM./ TO RM. SET LABEL PTD - PTD- 1/* PTD -1/* MFR. PREFlN. PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 MFR. PREFlN. MFR. PREFlN. PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD -1 PTD -1/ PTD -1/* PTD -1/* PTD- 3/PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD -3 /PTA -3 MFR. PREFlN. 3 HR. 3 HR 08100 08100 08300 08100 08100 08100 08100 08100 08100 08100 08410 08410 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08300 EXISTING TO REMAIN SPECIAL H.M. FRAME, SOLID GROUTED PROVIDE HASP & PADLOCK K.D. FRAME BY DR. MFR.; CUSTOM SIZE COORD. W/& INSTALL AFTER STORE FIXTURES SIGN SIGN NO DOOR /FRAME (OPENING ONLY) 3000 SERIES AUTO. SLIDING DOOR /FRAME UNIT 2000 SERIES AUTO. SLIDING DOOR /FRAME UNIT KEYED ROLUNG ARE DOOR - SEE SHEET A5.1 DOOR1FRAME SOHEDULE FULL 180 DEGREE SWINGING DOOR NEW DOOR IN EXISTING OPENING SURFACE MTD ACCESS. DOOR CITY OF TUKWILA APPROVED JAN 2 3 2001 AS NUItU REF.: SOURCE: VER.1.99 01 N.T.S. D w DISTFUSUTICN. D IE . .' :. Prototype Version 1.99; 01/0380 BID /PERMIT 07 /12.00. Pro...4X rw"rd rrwwm HR.SHAW h 08/10/01 `. 4702 pAVANG n1E:- DOOR SCHEDULE ; ''i 'DOOR& STOREFRONT TYPES. R.O. L\ 1 / / 3 EQUAL LITES I.G. I I I.G. I.G. I.G. I.G. % I I I.G. I.G. I.G. j/ I.G. I.G. I.G. I.G. SECTION REF 08100 08100 REMARKS - 08410 3000 SERIES AUTO..SUDING DOOR /FRAME UNIT 08410 3000 SERIES AUTO. SUDING DOOR /FRAME UNIT 08410 2000 SERIES AUTO. SLIDING DOOR /FRAME UNIT aCROIDg 10577 WATSON �9T LOUIS, MO 63127 ` PROJECT MANAGERS:. 6) ALUM. TRIM TO MATCH STOREFRONT - BY STOREFRONT MFG. FHI 4" HM HEAD WHERE SCHED. EXIT ALARM,- - FIRE /EXIT DEVICE WHERE SCHED. PAIR DOORS WHERE SCHED. T.G. T.G. T.G. I -AUTOM [683 -3 DOOR( BREAK 9' -0" UNIT (1 BREAKOUT PANEL ONLY) R SIG 300) ATIC SLIDING S) W/ EMERGENCY OUT D00RS TYP. B.1 NOTE: 6'8" HGT. DOORS ARE ACCEPTABLE FOR INT. DOORS -ONLY FOR DOOR TYPES F, FL & FV. SUN CONTROL WINDOW FILM @ ALL EXT. GLAZING, AS SPECD. (08800) 24 "x30" LOUVERS FL SUN CONTROL WINDOW FILM ® ALL EXT. GLAZING, 14' -1 1 /8" 8.0. 1 BB3 -1 PAIR DOORS WHERE SHOWN ON PLAN 1FV1 T.G. T.G. , .G. T.G. T.G. `, T.G. T.G.; T.G. T.G ' T.G. 4' T.G. 24 "x36" VISION LITE T.G. 6.5 ALUM. TRIM TO MATCH STOREFRONT - BY STOREFRONT MFG. REF.: 1— 4 -0" FRAME 0.A. 1 \ FLUSH SLAB 1FRI FIN. FLOOR FIN. GRADE DOOR & STOREFRONT TYPES 8 :el,r I SOURCE: VER.1.99 04 DR. 101 102 LOCATION VESTIBULE VESTIBULE VESTIBULE SALES AREA SALES BB3 -S3 BB2 -2 MATERIAL ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES HOLLOW METAL 14' -0" UNIT 9' -0" UNIT UNIT 7-8" UNIT 7' -8" UNIT T -8 UNIT 1 -3/4" FINISH FROM RM./ TO RM MATERIAL AL UNIT AL UNIT FRAME HEAD MFR. PREFlN. MFR. PREFlN. MFR. PREFlN. PTD -1/* 106 107 108 109 110 -113 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129.130 & 131 132 133 134 201 2 AREA RECEIVING COMPACTOR RECEIVING NOT USED SALES AREA MEN'S TOILET WOMEN'S TOILET STORAGE "A" STORAGE "B" STORAGE "C" JANITOR OFFICE "A" ELECTRIC "8" VESTIBULE VESTIBULE RECEIVING SPRINKLER RMS. SPRINKLER RMS. SPRINKLER RMS. SALES AREA SALES AREA SALES AREA RECEIVING OFFICE "B" FH DA FL 883 -1 892 -2 FR FL FL FL FR2 202 203 204 205 STORAGE "D" FV F I.G. I.G. I.G. I.G. I.G. I.G. L I.G. I.G. I.G. I.G. I.G. I.G. HOLLOW METAL EXISTING HOLLOW METAL EXISTING DBL. ACTING IMPACT DR. HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL OPENING HOLLOW METAL ALUMINUM /GLASS UTES ALUMINUM /GLASS UTES FLUSH METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL FLUSH METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL NOTE: REFER TO SHEET /A9.1 FOR INFORMATION REGARDING SF -02 THRU SF -06. 4' -0" 3' -8' 6' - 10" STD. 3' -0" 3' -0" 3' -0" 3' -0" ( 2 ) 2, -4 3 -0" 3' -4" 14' -0 UNIT 9 =0 UNIT 3' -0" 3' -0" 2)3' -01 2)4' -0' 2 10 11 10 10 10 10 12 • 12 14 10 4' -0" 4' - 0" 4' -0" ' -0" 3' -0" 3' -0" 3' -0 3' -0" T -0" 7' 0" 7' -0" 7' - O ° 7' - 0" 7' -0" 7-0" 7' -4" 7-0" 7' -8' UNIT 7 8 UNIT 7' -O" 7' -0" 7' -0° 7-0" 7' -0 7' -0" 7r -0" 7' -0" 7' -0 7' -0" 7' -0" 7' -0 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" STD. STD. 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" SUN CONTROL WINDOW FILM ® ALL EXT. GLAZING, AS SPECD. (08800) MFR. PREFlN. MFR. PREFlN. MFR. PREFlN. PTD -1 /EXT -1* PTD -1 /EXT -1* PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 RTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 MFR. PREFlN. MFR. PREFlN. PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD - PTD- 1 /PTD -1 PTD -1 /EXT -1* PTD -1 /EXT -1* PTD - 1 /EXT - 1* PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD- 3 /PTD -3 PTO- 3 /PTD -3 PTD- 3 /PTD -3 - SOFFIT ACCESS - STEEL 2' -0" 2' -0" - MFR. PREFlN. GENERAL DOOR NOTES 1. * "EXT -1 ": EXTERIOR H.M. DOOR 4c FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. 2. 6' -8" HGT. DOORS ARE ACCEPTABLE FOR INT. DOORS -ONLY FOR DOOR TYPES F, FL, & FV. 2A 3' -5 5/8" AL UNIT HOLLOW METAL HOLLOW METAL PTD -1 /EXT -1* HOLLOW METAL PTD -1 /EXT -1* HOLLOW METAL MFR. PREFN. I HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL AL UNIT AL UNIT HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL' HOLLOW METAL HOL OW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL STEEL 2" 2" 2" 2' 2" 2" 2" STD. STD. 4" 2" 2" 2" 4 " 4" 2 2" 2" NOTE: STEEL FRAME REINFORCING FOR AL. STOREFRONT. REF STRUCTURAL DRAWINGS. FINISH HDWE FIRE FROM RM./ TO RM. SET LABEL PTD - PTD- 1/* PTD -1/* MFR. PREFlN. PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 MFR. PREFlN. MFR. PREFlN. PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD -1 PTD- 1 /PTD -1 PTD -1/ PTD -1/* PTD -1/* PTD- 3/PTD -3 PTD- 3 /PTD -3 PTD- 3 /PTD -3 PTD- 3/PTD -3 PTD -3 /PTA -3 MFR. PREFlN. 3 HR. 3 HR 08100 08100 08300 08100 08100 08100 08100 08100 08100 08100 08410 08410 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08100 08300 EXISTING TO REMAIN SPECIAL H.M. FRAME, SOLID GROUTED PROVIDE HASP & PADLOCK K.D. FRAME BY DR. MFR.; CUSTOM SIZE COORD. W/& INSTALL AFTER STORE FIXTURES SIGN SIGN NO DOOR /FRAME (OPENING ONLY) 3000 SERIES AUTO. SLIDING DOOR /FRAME UNIT 2000 SERIES AUTO. SLIDING DOOR /FRAME UNIT KEYED ROLUNG ARE DOOR - SEE SHEET A5.1 DOOR1FRAME SOHEDULE FULL 180 DEGREE SWINGING DOOR NEW DOOR IN EXISTING OPENING SURFACE MTD ACCESS. DOOR CITY OF TUKWILA APPROVED JAN 2 3 2001 AS NUItU REF.: SOURCE: VER.1.99 01 N.T.S. D w DISTFUSUTICN. D IE . .' :. Prototype Version 1.99; 01/0380 BID /PERMIT 07 /12.00. Pro...4X rw"rd rrwwm HR.SHAW h 08/10/01 `. 4702 pAVANG n1E:- DOOR SCHEDULE ; ''i 'DOOR& STOREFRONT TYPES. 31 -0 ELEV FS- 112 -0 0 -0 FS- MATERIAL LIST REF.: 01 06, 11, & 16/A4.1, SPEC. SOURCE: VER. 1.99 EQ 2' -0" 0 C. TYP EQ (EIFS - I TO. FR M 131 -8 15 NO SCALE GEID I 17 : AL -CO -1 4tIFS -2)-T 3 ) PARTIAL SOUTH ELEVATION REF.: 11/A4.1 SOURCE: VER. 1.99 { ( 04 1/8" = REMOVE EXISTING CANOPY D6 SAVE FOR RE -USE a� aal -tee -r- NEW C PING RE- ATTACH EXISTING CANOPY AFTER CONSTRUCTION 1111171; 1.9 : : := 1.1.9 MR I ■I" ■11 I:II� : :& :I � !I I! ■ ■.rll f I1111 ■..�I:1II -� Il :ii ■ iiil�l �� Amo r WMLII O (TILE -1 IFS -4 EQ r 1_4 'F4-T E li D7 D3 D1 NEI (6j 3 ) ' 2 -0" O.C. TYP '9 ( I c7c2E?Pc? CANOPY TO I I j (D11) L EXISTING TO REMAIN REM d VE EXISTING CANOPY - SAVE FOR REUSE EQ EXISTING EIFS & FRAMING AL -CO -1 EXISTING COPING j TD REMAIN , , EXISTNG CANOPY ® REMAIN ( Y, > PAINT -1 ') ( 8 ) REMOVE EXISTING EIFS & FRAMING 8 SOFFIT IEEE 134 -0 immi IE EQ D7 I I EXISTING CANOPY) I I I TO REMAIN Ci= O D8 D5 15 2' -0" O.C. TYP 011) 135 -0 \,■ II EQ ' MVD EXIST. CANOPY TO) I REMAIN EXIST. I ' EIFS & FRAMING 81 OFFIT TO REMAIN EXIST. EIFS & FRAMING I rs- I I II II 11 I 1 T T T - TT 'IL- e, - T - T1 r'r - b - r `4LOCA 11 1 I r T T 1 �1 1 .......N ■■■ ■ ■■ ■..11....11.. ■..11.■ ■.1111.. sumTmFm i ma..■■.■. I■ I: p:::% ::I: ::::::::II::Imm:II:: ::: or ■yI■:::: :: :im ::nU•i• • l:: U■°••U•II ::::: :::::IWU•U:::IIll: :■ ■::: ::II )MINE TAHITI :IIII :::II :I■ :=:):IIII: ::I■:::�: MU1� ■.■ ■ ■ ■ ■I ■ ■n ■ / ■ ■ ■ ■ ■ ■. ■ ■ ■.. ■.11. ■ ■. 1111 ■11 ■. ■.....11. .•uu.•I ■ 0111■■ ■111 ■1. ■!1■■■ ■ ■1■ ■■1■■■ ■1■ ■■111 :.iu• ■ 111111 _ ■.YY .I•••YL1 i1�1 .�1Iir.LYrl�ilWillWil�il2111l: I u ■111 EMEN mom I.0 i - . mom maw • ■ i ■ i■■a :.!:■■i :■I: m ■�I■ �Ir .��.�__.� L 11 ... 1■ ■I ■ '11111 VMS! III II II MI . \V • •-■ TILE -1 LE- 1/8.=9 1 I I 1 I 1 1 1 I, @ "SOFFIT TO REMAIN "TI-r- - ,4- - 1 11_111 _ _ i _ _ i t ;c2 -j - I - tr -- 1_1_1 1 _+ _1 _1_ __ _ +.+ 0, -17 I I I 1 1_1__ +_ 3- + - + 1 1_ -+- + 7T t I I II I I 1 1 1 1 1 1_ 1 1 1 1 8 1 1 1 I Trr , rrrT i 1 4-1-44 - 1 - f 1 rTrT 111 n 'iii u Fill ( 1 -11, 1 1 rtTTT'r��'{ - 7 EXISTING CANOPY it I i 111 r TT1T" 1 IIII I I I ul rtrtt I 1 1111 NI 11 i MI a EIFS -1 (D8 ( 6 ) < PAINT -2 > (010 Mo I ) I.1 ? _I� RELOCATE sac ) II 02 II NEW OR OC! TED SECT. OF CAIVOP (_ NEW OR RELOCATED EXIST SOFFIT TO REMAIN NEW EIFS & FR 0 12 ) 28()O PANEL 1 311 1 - Eige "-ii UI!U m I I ECTION OF CANOPY MING 8 SOFFIT REF.: A1.2 REF.' A2.2 26 -0 IFS -49 ( AL -CO- PAINT -1 tIFS- REF.: 91/A4.1 0 5 EXISTING CANOPY INFILL BELOW EXIST CONC. PANEL 1 ( 10 ) NEW SOUTH ELEVATION v D3 ) DEMOLITION SOUTH ELEVATION RELOCATED SECT. OF CANOPY AND 1 I SO T <'PAINT -2 NEW CANOPY SHALL MATCH . .!■ IN WI EXISTING <' PAINT -2 > (TYP.)' - - - - -- I W1 ■! ! .. : ! ■! 1■!i tut - -- )all III MI MI -11111■111111 1■Il. ...,... : "• :: .1 I■1 I ■! 1i! , r n1u ■ m ■ ■■ ■ ■ ■■ 1■11■■■1l■! ............ ■■ ■�� 1n "I Il�Ih ■u■.■■•Ir.u 1 NEE Mil IMMI91110.1111111 iiii I ■ I. I■ ■11.1 ::::::::::::: 1 ■II ■r ■11 ■C Nimi.___. �W ■■■■ M■■ m mi••••• 1111111 111E1 En1 IN I,_ i NEW CONC. C.J. TYP., 6" EACH SIDE OF % 1 EIFS -1 2' -0" O.C. TYP AT PILASTERS PARTIAL SOUTH „ELEVATION SOURCE: VER. 1.99 0 1�1 EQ E SOURCE: VER. 1.99 Guy OF TUKWIIA APPROVED JAN 2 3 2UTI ES NOTED o IEEZD 1■W:i: :ii :s ■�:� I ■ ■ :l ■I. ■ ■ ■ ■ ■. ■ ■ ■1■ m" ■I 1.■■■ ■ ■.1 1. .1 .■■■■■ ■ Em ■■: ■■■■�■I® P r 2' -0" i 9/25/00 SOURCE: VER. 1.99 1/16" =1 0' II,® 111111•1 ■i 1 ■, Wa I■II■■■I■! 1■11■.■ .l I :I :::IIII ! ■!!!!!I!i1 W s • .■ INFILL BELOW EXIST CONC. PANEL RELOCATED SECTION OF CANOPY EXISTING SOFFIT TO REMAIN EQ T.O H OPI J O a I CO 1 -8 16 o -0 VARIES 01 198' =1'4Y M9TM6UTON: Prototype Version 1.99 '01/03/00 SID/ PERMIT Once 07/12/00 bplmdm record - r i � ALPH R. SHAW ierN G 7rn.e I EXTERIOR ELEVATIONS A4.1 Y: < AL - ) ALUM. COPING, PREFINISHED COLOR: TO MATCH < PAINT - - GO - 1 ALUM. PAINT PREFINISHED COLOR TO MATCH( AL - RWC - ALUM. RAINWATER CONDUCTOR, PREFINISHED COLOR TO MATCH EXISTING "QUARRY TILE COMPANY" - BURGUNDY - 12" x 12" < PAINT - ) TO MATCH EIFS #1 < PAINT -2 ) TO MATCH EIFS #2 < PAINT-3 > BLACK EXTERIOR INSULATION & FINISH SYSTEM (WATER - MANAGED) DRYVIT - DRYVIT COLOR #403, "DOESKIN" /<l SANDBLAST FINISH (EIFS - DRYVIT - DRYVIT COLOR #377, "MALT" SANDBLAST FINISH (EIFS-3) DRYVIT - DRYVIT COLOR #139, "ADOBE ACCENT" SANDBLAST FINISH EI`F = DRYVIT - DRYVIT COLOR #337, "STUCCO BROWN" ELEVATION ( 1 ) KEYNOTES 2 ) EXISTING CONCRETE PANEL TO REMAIN NEW EIFS & STUD FRAMING NEW ALUMINUM STOREFRONT NEW H.M. DOOR 4 ( 5 (71) 8 ) 9 10j ( 11 ,) ( 12 < TILE-1> "QUARRY TILE COMPANY" - BURGUNDY - 8" x 8" ( 13J AT COLUMNS, EIFS MESH & FINISH COAT ONLY. EIFS -2 ABOVE CANOPY EIFS MESH AND FINISH COAT ONLY '0 COLUMNS. EIFS -1 BELOW CANOPY L15_] NEW FACADE OVER NEW FRAMING 14 EXIST. EIFS & FRAMING RELOCATE EXISTING DOWNSPOUT. CONNECT TO EXISTING UNDERGROUND PIPING REATTACH EXISTING LADDER TO ALLOW ACCESS FOR NEW DOOR MODIFY AS REQUIRED NEW EIFS & FRAMING OVER EXISTING CONCRETE PANEL SIGNAGE TO BE PROVIDED AND PERMITTED BY OTHERS NEW DOWNSPOUT. RUN OUT TO GRADE. INFILL WALL AS REQUIRED EXISTING CANOPY SHALL BE REUSED AND REPAINTED (TYP.) D4 DEMOLITION ELEVATION (D1) D2 ) ( 03 ) REMOVE LADDER SAVE FOR REUSE REMOVE CONC. PANEL FR DOOR OPENING REMOVE ALL EXIST. EIFS AND FRAMING I D 1 ) (04) (D5) KEYNOTES CUT EXISTING PANEL AS REQUIRED FOR NEW OPENING SEE STRUCT DRAWINGS EXISTING FIRE RISER TO REMAIN (06) ( 07 ) ( D8) EXIST. OPENINGS TO BE INFILLED SEE STRUCT. DWGS. CONC. COLUMN TO REMAIN REMOVE EXISTING CANOPY SAVE FOR REPLACEMENT ( D9) (D10) ( 04) D3 REMOVE EXISTING GLAZING- [511 REMOVE EXISTING FRAMING SEE SHEET A1.2 AS REQUIRED FOR NEW CMU INFl REMOVE EXISTING CANOPY BETWEEN TOP OF CONC. PANEL FRAMING AND GLAZING- AND ROOF SEE STRUCT. DWGS SEE SHEET A1.2 & STRUCTURAL DRAWINGS PARTIAL SOUTH ELEVATION REF.: 11/A4.1 SOURCE: VER 1.99 ( D2} ---‘ ( PARTIAL SOUTH ELEVATION REF.: 11/A4.1 SOURCE: VER. 1.99 02 1/6' =1 11 1/16" = 1' -0" 10877 WATSON ROAD LOUIS, MO 63127 PROJECT MANAGERS 0 < AL -CO -1 ) ALUM. COPING, PREFINISHED COLOR: TO MATCH ( PAINT -3 ( AL -GU -1 ) ALUM. GUTTER, PREFINISHED COLOR TO MATCH PAINT -3 ) AL -RWC -1 ) ALUM. RAINWATER CONDUCTOR, PREFINISHED COLOR TO MATCH EXISTING (T1LE -2) ( PAINT -1 ) TO MATCH EIFS #1 ( PAINT -2 ) TO MATCH EIFS #2 ( PAINT -3 ) BLACK EXTERIOR INSULATION & FINISH SYSTEM (WATER - MANAGED) DRYVIT - DRYVIT COLOR #1, SANDBLAST FINISH DRYVIT - DRYVIT COLOR #2, SANDBLAST FINISH DRYVIT - DRYVIT COLOR #3, SANDBLAST FINISH DRYVIT - DRYVIT COLOR #4, SANDBLAST FINISH URYVIT - DRYVIT COLOR #5, SANDBLAST FINISH EIFS -3 (EIFS -4> (EIFS -5) "QUARRY TILE COMPANY" - BURGUNDY - 8" x 8" "QUARRY TILE COMPANY" - BURGUNDY - 12" x 12" MATERIAL LIST REF.: 01, 06, 11, & 16/A4.1, SPEC. SOURCE: VER. 1.99 15 NO SCALE EXISTING FACADE SHALL REMAIN r—■_r`. V 4 — ■_ ■■ 1 1 ■IM■■■111■ui i f 1 . 1 .o ION El psoi mom= NI !!!!!II El i 1 I■1 ■11 BF 1 P ; T u H 8&;; Im ��� ( i G I L II � I:II: • :II� � :i■�■ - e. ®11/ n1 ■ ® ■■ ■ ■ ®■ ■■■® MIN ME MIMI SUM mom NI ��■ ■■ �■ — _ - - -- ■��C 111 ���i fl'�711_'V912! ■II IIIIIIIIIVIINIIII191111II (Ilglfm. u' 7� �� ! n nnoll�lldllllll �1 ►1 v_ N , W Y OD I-3 JO NEW ALUM. STOREFRONT NEW CANOPY— NEW RAILING SEE C- REMOVE EXISTING CONC. TILT -UP PANEL AS REQ'D FOR NEW OPENING SEE STRUCTURAL. REMOVE EXISTING CANOPY, SALVAGE FOR REINSTALLATION. REMOVE EXISTING EIFS & FRAMING DEMOLITION WEST ELEVATION REF.: A1.2 SIGNAGE TO BE PROVIDED AND PERMITTED UNDER SEPERATE CONTRACT. NEW EIFS & FRAMING REATTACH EXISTING CANOPY AFTER CONSTRUCTION OF FACADE NEW WEST ELEVATION REF.: A2.2 ■ • I■ I F S -4 ray AL -CO -1 1.1111. ®111111®1•i ! _ MIIIIRTHIMUMUMMERIMMIIII1 RUM 1111111--10111 ■,1■■■■■■■■■■■■■ E■■■■■ B■ ■■■■ ■ ■■■■■■■■11 ■ ■ ■ ■■1® •11■ ■■■ ■ ■1 r 1 ■ I1■■■■■■■ u■■■■■ T■■■■ ■u ■■■■■■■■■■■■■■n■■u■1®Mu■■■■■I Al MIUMILIMBILVALIMENINEMUIMEMOUIIIIIMEntlie II ■,1■■■■■■■ I■■■■■■ E■■■■ ■■r■■■■■■■..■■■■■11■■■■■F, ■1=■■ ■■■I,S■, �� i■ I .11 . I■� ■ 1 1 III ■111111 EN MI 111111.11.1 IIIIIIIIIIIIIIIIIIII! iiIIllGllllll(II!IIIIIIII ILIIIIIIIIIpIiIInIIIIIIIIIIIIfI111�IIIli�1 -l�un il� l illll h l 1 11 1�� Ina ( PAINT -3 FS- FS -5 FIN =,o FS -5) IFS -3) < AL -CO -1 > T.O. FRAMINGA 135' -0" T.O. FRAylINGr1• 131 -8" T.O. FRAMINGA 131' -O" FS- .--- REINSTALL EXISTING CANOPY, ( PAINT -3 > FLR 100 -0 FIN. GRADE NOTE: SEE SHEET VARIES A4.1 FOR TYPICAL REVEAL PATTERNS NEW WEST ELEVATION REF.: 11/A4.2 SOURCE: VER. 1 99 1 1/16" =1' -0" SOURCE: VER. 1.99 SOURCE: VER. 1.99 16 11 1/16" =1 -0 " CITY OF AUG - 2 2000 PERMIT CENTER 01 1/8" =1'-0" ©CaB©© 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT ADDENDUM #1 ARCH. PROJECT# 999636 DRAWN: MTW DATE: 01/03/00 7/12/0o BBB PROJECT# BBBXXX CHECKED: 06-10 -M 4702 DRAM. TILE EXTERIOR ELEVATIONS A4.2 ( AL - - ) ALUM. COPING, PREFINISHED COLOR: TO MATCH ( PAINT - AL A U REFINISHED COLOR TO < AL -RWC -1 > ALUM. RAINWATER CONDUCTOR, PREFINISHED COLOR TO MATCH EXISTING (TILE -1> "QUARRY TILE COMPANY" - BURGUNDY - 8 "QUARRY TILE COMPANY' - BURGUNDY - 12" x 12" PAINT - > TO MATCH EIFS #1 ( PAINT - > TO MATCH EIFS #2 PAINT - 3 > BLACK EXTERIOR INSULATION & FINISH SYSTEM (WATER - MANAGED) (EIFS -1> DRYVIT - DRYVIT COLOR #1, SANDBLAST FINISH DRYVIT - DRYVIT COLOR #2, SANDBLAST FINISH DRYVIT - DRYVIT COLOR #3, SANDBLAST FINISH <EIFS - DRYVIT - DRYVIT COLOR #4, SANDBLAST FINISH v i ET-057) DRYVIT - DRYVIT COLOR #5, SANDBLAST FINISH MATERIAL LIST REF.: 01, 06, 11, & 16/A4.1, SPEC CO -1 [ ' AL .0. FRAMING 31 -8 T.O. FRAMING, 4. 131'-0" SOURCE: VER.1.99 1 0 NO SCALE OZZID EIFS -3 sm. EIFS -5 NEW SHEATHING, TILE & EIFS OVER ISTING STUD FRAMING PAINT - 1 EXISTING PANEL TO REMAIN - INFILL DOOR OPENING (SIMILAR DETAIL 1/ SHEET A5.4), AND ADD NEW DOOR AND RAMP PER SHEET C -1. REMOVE EXISTING FRAMING, EIFS & SHEATHING. REMOVE EXISTING EIFS & SHEATHING, EXISTING FRAMING TO REMAIN. REMOVE EXISTING OVERHEAD DOOR AND BUMPERS Q i 5.2 sy 4;1 / I TO R MMAINOPING \ I I I I I I I I 1 EXISTING ENTRY CANOPY TO BE REMOVED, SEE E • TION ' AN 1)2806 EXTERIOR BUILDING MATERIALS TO REMAIN, UNLESS NOTED OTHERWISE AINT- NEW STAIR AND DOOR, SEE SHEET A1.3 I I I I i II I ; ; EXISTING INFILL PANLS I i i 1 I I i INFILL DOOR OPENING (SIMILAR DETAIL 1/ SHEET A5.4) (EIFS -1) INFILL WALL AND ADD NEW COMPACTOR DOOR INFILL DOOR OPENINGS, PAINT EXISTING STEEL DOOR FRAMES ©® II II I I' 1I I I DEMOLITION - EAST ELEVATION REF.: A2.2 SOURCE: VER.1.99 PARTIAL NEW EAST" ELEVATION REF.: 01/A4.1 SOURCE: VER.1.99 16 1/16"=1 ECEIVED CfTY R OF TUKWILA AUG - 2 2000 PERMIT CENTER 1/8"= 0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DIBTRI MON: Prototype Version 1.99 BID/ PERMIT DDENDUM #1 ARCH. PROJECT # BBB PROJECT DATE 900636 BBBXXX DRAWN: CHECKED: 01 /03 /00 7/12/00 MTW P.a A .H I P R SHAW STTE OFWASHINDTON I^RAL'H R. SHAW PROFESSIONAL OF RECORD PHONE 319 - 1100 8/10/01 DRAWING ME: EXTERIOR ELEVATIONS A4.3 ( AL-CO -1 —1, A ALUM. GUTTER, P REFINISHED COLOR TO ( AL -RWC -1 ) (nLE - 1 ) (TILE ( PAINT -1 ) ( PAINT -2 ) ( PAINT -3 ) ALUM. COPING, PREFINISHED COLOR: TO MATCH ( PAINT -3 ) ALUM. RAINWATER CONDUCTOR, PREFINISHED COLOR TO MATCH EXISTING "QUARRY TILE COMPANY" - BURGUNDY - 8" x 8" "QUARRY TILE COMPANY" - BURGUNDY - 12" x 12" TO MATCH EIFS #1 TO MATCH EIFS #2 BLACK FXTFRIOR INSUI ATION & FINISH SYSTEM (W9' gB- MANAGED) (EIFS -1) DRYVIT - DRYVIT COLOR #1. SANDBLAST FINISH (EIFS -2) DRYVIT - DRYVIT COLOR #2, SANDBLAST FINISH (EIFS -3) DRYVIT - DRYVIT COLOR #3, SANDBLAST FINISH EIFS -.} DRYVIT - DRYVIT COLOR #4, SANDBLAST FINISH DRYVIT - GROUT COLOR #5, SANDBLAST FINISH MATERIAL LIST REF.: 01, 06, 11, & 16/A4.1, SPEC. SOURCE: VER. 1.99 10 NO SCALE PAINT EXISTING BOLLARD, TRAFFIC YELLOW REPLACE EXISTING EXIT DOOR, SEE SHEET A3.2 FOR NEW DOOR. REPLACE EXISTING METAL STAIR WITH NEW STAIR. SEE 1/A1.3. C r ) 1 EXISTING EXTERIOR MATERIALS TO REMAIN, D 0 2 0 tk NEW NORTH ELEVATION REF.: A2.2 SOURCE: VER_ 1.99 16 1/16 " =1 RECEIVED CITY OF TUKWILA AUG - 2 2000 PERMIT CENTER 1E2 ©L OCgCD 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS n OOD O 100 00 t0 Z O O — O t�0 X li M Prototype Version 1.99 BID/ PERMIT /i \ADDENDUM #1 ARCH. PROJECT# 900636 DRAWN: MTW DATE: 01/03/00 7/12/00 BBB PROJECT# BBBXXX CHECKED: CCB =, k. orb Pray 0 AYPHwA aW 0 L SHAW W]FF590NAL OF RECORD PHONE: 314 - 1100 08 -10 -01 4702 DRAWN° 7111E EXTERIOR ELEVATIONS A4.4 1/2 ' OW. BD. ON 3 5 8" MR STUDS ro R DE 4'x4 "x 3/16' TS TO UNDERSIDE OF ROOF BY DOOR ROWNG ,8 FIRE DOOR REF: A22 FOR .' k. 6 5 EXISTING ROOF EXISTING ROOFING (TYP.)PATCH STRUCTURE FRAMING I AS REQUIRED. SEE SHT. A2.5— TYP. ! 4 2.1 1 EXISTING R.T.U. TYP. /REF. 3 V � ^ MECH DWGS. _ 4 - M NEM P..IuI I • II b T.O. ROOF, - . -. -_.. _ -- _. _ _ __.. ___ _ �� 7 1 f I I 1 , 1 f 1 I `lill NI \ - FOR OPENING ATTACHMENT ANGLT� BY DOOR SUPPLIER ANGLE u I I ■I ! ! !!r ! I o ♦ - i ■_i I TT =! r r r I ! I I r I ! t I r y5 DNIISD■ I '101i 'NM [ - I I _ BY DOOPPIER BY D DOOR MFG TO ATTACH STEEL SUPPORTANGLES TO ^ I / '\ = F.F. 0 � T O FIREPROOFING 4 HOUR SPRAY DOUBLE \ \ \ REPLACE EXISTING CANOPY -0 ID lit FIREPROOFING PER U.L X835 9M. JAMB BUILDING SECTION 16 FIRE SHUTTER DETAIL 08 REF.: SOURCE: VER. 1.99 13/32 REF.: SOURCE: VER. 1.99 1 1/2"= 1' -0' 1/2 " GYP. BD. ON 358'a;TL STUDS TOR DECK EXISTING ROOFING (TYP.) PATCH PATCH AS REQUIRED SEE A2.5 P O N ( M SHT. - - Y EXISTING R.T.U. TYP. /REF. MECH DWGS. Y Y 4 "x4 "x 3/16" TS TO USTRUCT E OF ROOF SEE STRUCTURAL 1111MIIIMIEWI DOOR GUIDE (1111111.111111111111.11 / DOOR SUPPLIER - =I' /MAC \ FIRE DOOR � RE F: A22 FOR .•ENiNG I I - --- - - -- T ATTACHMENT ANM BY DOOR SUPPLIER �. U • A. a - - ...-- �.�._._ -- - -- - -- ---- - - _ _ 1 '., +� - STEEL ANGLE ♦� �� � : ��� •� BY DOOR SUPPLIER ♦ ♦♦♦♦♦� " ♦♦�♦♦ ♦� ♦ ♦ ♦ ♦� EXISTING ��♦ ! ♦ ♦�� ♦� \ CMU WALL -'- - /� ♦0� .r � ♦ . 1 DOOR MEG TO ATTACH i # ♦% * ♦ ♦♦ ♦♦ ♦♦ ♦♦ �i� STEEL SUPPORTANGLES TO .4 Oa - a ♦ ii ♦ iL�i` \ c 0 WALL PRIOR TO FIREPROOFING /� 4 HOUR SPRAY SINGLE FIREPROOFING PER U.L X835 SIM. JAMB 0..... FIRE SHUTTER DETAIL 07 REF.: SOURCE: VER. 1.99 1 112 "= 1' -O° 1111IIIIIIIIII11 1I11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII HOUR SPRAY W 1 2 GYP. BD, 1 A do / P IP TO E s EAST CMU :_. O 4 - '- BUILDING SECTION 11 re REF.: SOURCE VER. 1.99 3132 " - 1' -0" IM. � SUSP. ACT. EXISTING WOOD PURLIN EXISTING WOOD GLU–LAM BEAM �_ ► WLL TS COLUMN (BEYOND) $ :i •• - (2) 6 "x16 GA. C.F. MET. - - HEADER CE - • ♦ j! ♦ jQ ►tiQ�. ��j♦ +♦a•� ti'�i�i P ROLUNG FIRE DOOR HOOD T.O. PURUNS� un t...l...ta: n annu ut mn ln n tnu nu l n IIIIIIIIIIIIIIIIIIIt11111 FT A3) TEMPERED GLASS IN AL. FRAME \ 3 � _ �■ i � EXISTING DEFLECTION RUNNER I ROLLING FIRE IDE I I I \ - I I I ® I ®� SIM 1 CONT. 3X3x3/16" STL. ANGLE, BEYOND I \�__I SIM. S i077 • PROVIDE FIRE SAFING BETWEEN NEW MCI. DWGS E CT. CUP ANGLE To BEAM PRIOR '' 4 'E °v= f < \� ,11111111k RUNNER TRACK AND STUD / � FRAMING AS WELL AS WHERE METAL BRACING PENETRATES . . RATED GYP. BD NOTE: SEE 16/A7.1 FOR MEZZANINE FRAMING PLAN CONC. SLAB ON GALV. MET. FORM DECK, ( REINF.) I __ —/ YP ' ....__ ......... ......._. LSUSP. ACT. CONC. SLAB ON GALV. MET. FORM DECK, ( REINF.) 4 1 / ATTACH TO FLOOR FRAMING CONC. SLAB ON GALV. MET. FORM DECK, (REINF.) TO FIREPROOFING FIRE SHUTTER DETAIL 06 5/8" TYPE "X" GYP. BD. EACH SIDE W/ SECURITY MESH (BBB HSS SEE 17/A7.1 REF.: SOURCE: VER. 1.99 1 1/2"=1.0" I? R (2) 11 1 /2 "x14GA. C.F. MET. – SIDE) ON 6" 60CSN18 METAL STUD FRAMING 0 16" O.C. – SEE PARTITION TYPES – TYPE P11 , –6 A.F.F. II I ' SLATW SALES MA JOIST HEADER PRTN. AS SCHED. CITY Of TUKWILA '" APPROVED ACT. NOTE: SEE 16/A7.1 FOR MEZZANINE FRAMING PLAN . • ADJACENT TENANT N.I.C. FlN., SUSP. ACT CORRIQQg y I113I < r GYP. BD. CLG. ON 3 5/8" MET. FRMG. GYP. BD. CLG. • , . q. fII) FIN. 0� SALES Si MIL JOIST CONT. MET. FRMG. RUNNER /� / �' L SUSP. ACT. OFFlCEA 6" STL. STUD FRAMING (BEARING WALL) 1 FIN. 104 \ 'LISP. JAN k titfiLDNG DMSION `- 6 "x16 GA. C.F. MET. HEADER OFFICES L11ZJ _ NOTE: SEE 16/A7.1 FOR MEZZANINE FRAMING PLAN 1 "x RED OAK WALL CAP STAINED & SEALED TO MATCH WD. BASE & CROWN MOULDING 1 (0620 6 FIN. SLATW I O p \ fl.R \_� 0 -0 VZ 31 FIRE SHUTTER SECTION 05 INTERIOR PARTITION SECTION 04 INTERIOR PARTITION SECTION 03 INTERIOR PARTITION SECTION 02 INTERIOR PARTITION SECTION 01 REF.: SOURCE: VER. 1.99 1/2 =1'-0" REF.: SOURCE: VER 1.99 1 /2 "= 1'•0' REF.: ' , URCE: VER. 1 99 1/2 =1' -0" REF.: SOURCE: VER. 1.99 1/2=1' -0" REF.: SOURCE: VER. 1.99 112'=1'-0" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 08/10/01 4702 07/12/00 BUILDING SECTION INTERIOR WALL SECTIONS 4 1/2" DENS -GOLD EXTERIOR SHEATHING BUILDING SIGNAGE, PROVIDE BLOCKING © EACH SIGN ATTACHMENT PER LOCATION AND REQ'S OF SIGN MFG. COORDINATE LOCATION OF ACCESS PANEL WITH SIGN MANUFACTURER 3 -5/8" MTL. STUD BRACING TILE OVER 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING CONT. TS 6X2 8005137 -68 MTL STUDS CO 16" O.C. SEE STRUCT. DWGS. SINGLE -PLY ROOFING ON RIGID INSULATION, SLOPED TO SCUPPERS ON 1 1/2" GALV. MTL. DECK II I Innnnnuummn�l ��.- .�nn�nummm�n j FRAME X 24" FOR 24" X ACCESS DOOR (08300) (BEYOND) BETWEEN KICKERS CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 ® 4' -0" O.C. W/4 1/2" EMBED. f EXISTING ROOF FRAMING AND ROOFING MATERIAL, MODIFY AS REQUIRED FOR NEW FRAMING FOR ATTACHMENT OF NEW PARAPET - MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL :II ui..omuuuuuuuun PARAPET 11 KICKER 8' -0" SEE 1- PROVIDE FORMED METAL DETAIL A SHT FLASHING WELDED TO STL. A5.4 SIM.', TO S.M.A..C.N.A. PLATE 67 FIG. B AT EACH ANGLE 8X4X1/4" TS — NEW' 6X14 AT COLUMNS MEMBER SEE SEE STRUCT. DETAIL A SHT DWGS. (BEYOND) A5.4 T.O. STEEL VERIFY W/ STRUCT. DWG. NEW STEEL BEAM - SE STRUCTURAL FOR INFORMATION, AND HEIe R.F.F. CONT. T.S. 6X2 ® 8' -0 O.C. - VERTICALLY, ATTACHED TO NEW STE COLUMN 8" X 4" TUBE STEEL COLUMN - BEYOND SEE STRUCTURAL DRAWINGS. SIM THIS LOCATION REF.: SOURCE: 9901 -EBB BRAKE MTL ENCLOSEURE AT NEW COLUMN (BEYOND) EXISTING COLUMN (BEYOND) 1/2"=1 i' -6" CL TO F.O. SHEATHING CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 4' -0" O.C. W/ 4 1/2" EMBEDMENT, EXIST. 4x10 LEDGER TO REMAIN NOTE: 8X4X1/4" TS AT COLUMNS SEE STRUCT. DWGS. (BEYOND) PROVIDE BRAKE METAL CLOSURE AT TOP OF STOREFRONT PRE- FINISHED METAL COPING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING FOR TYPICAL FRAMING NOTES REFER TO 01/A5.2 VESTIBULE WEST STOREFRONT GLASS SECTION HIGH PILASTER BEYOND E.I.F.S. W /2" INSUL. BD. SEE SHEET A4.1 FOR E.I.F.S. REVEAL PATTERNS WALLARAPET ,, 34' -0° alma 60C MTL. STUDS OP 16" ® i�l ii 1/2" DENS -GOLD EXTERIOR SHEATHING BUILDING SIGNAGE, PROVIDE BLOCKING © EACH SIGN ATTACHMENT PER LOCATION AND REQ'S OF SIGN MFG. COORDINATE LOCATION OF ACCESS PANEL WITH SIGN MANUFACTURER 3 -5/8" MTL. STUD BRACING 6" MTL. BOT. TRACK ATTACHED TO PLYWD. DECK W/ 2 SCREWS @ 12" O.C. TILE OVER 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING CONT. TS 6X2 EXIST. 4x10 LEDGER TO REMAIN 8005137 -68 MTL 14 (GA) STUDS @ 16" O.C. SEE STRUCT. DWGS. SINGLE -PLY ROOFING ON RIGID INSULATION, SLOPED TO SCUPPERS ON 1 1/2" GALV. MTL DECK ALUMINUM COPING ALUMINUM THRESHOLD SET IN SEALANT BED T.O T 44 12 -7 1 2 EXIST. PLATE, REPLACE IF ROTTEN LOW PILASTER BEYOND WAL FIELD VERIFY EXISTING PRECAST WALL SEE STRUCTURAL FOR INFORMATION OF CUTTING EXISTING WALL PANELS - T.O. STEEL VER FY W/ STRUCT. DWG. 60CSN18 MTL. STUDS ® 16" O.C. E.I.F.S. W /2" INSUL. BD. SEE SHEET A4.1 FOR E.I.F.S. REVEAL PATTERNS 1/2" DENS -GOLD EXTERIOR SHEATHING RE- ATTACH EXISTING CANOPY 6" CONT. MTL. STUD TRACK (TYP.) BOTTOM TRACK SET IN SEALANT BED CEALANT AND BACKER ROD (TYP.) 2" E.I.F.S. ON 2 1/2" MTL STUDSAND 1/2" DENS GOLD SHEATHING MOUNTED ON NEW 4" CONC. CURB (TO FOLLOW EXIST SLOPE OF SIDEWALK) 8 1/2" CL TO F.O. SHEATHING SIM. SOUTH STOREFRONT GLASS SECTION PARAPET WALL EXISTING SLAB, FOOTINGS AND FOUNDATION 03 HIGH PILASTER BEYOND E.I.F.S. W /2" INSUL. BD. SEE SHEET A4.1 FOR E.I.F.S. REVEAL PATTERNS 60CSN18 MTL. STUDS CAP 16" TS 12X4 TS 12X8 NEW CONC. SIDEWALK P EXISTING SLAB, EXISTING SLAB, FOOTINGS AND FOOTINGS AND FOUNDATION FOUNDATION t QDDb - 2o REF.: SOURCE: 9901 -BBB 1/2" =1' -0" TS 12X4 TS 12X8 0' -0 E•F'�I P 1' -6" CL TO F.O. SHEATHING F FBI EXISTING SLAB, NEW CONC. FOOTINGS AND SIDEWALK m FOUNDATION PRE- FINISHED METAL COPING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING PROVIDE BRAKE METAL CLOSURE AT TOP OF STOREFRONT D2000-aoq MIGCLETGitl WEST ENTRY FEATURE SECTION REF.: SOURCE: 9901 -BBB -CITY OF TUKWILA 7 APPROVED 1 AN 2 3 2001 RSHOLU 01 1/2" = 1' -0" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT 07/12/00 ADDENDUM B/02/00 CHANGE BULLETIN 9/25/00 CHANGE BULLETIN 12/07/00 ®CHANGE BULETiN ARCH. PROJECT. BBB PROJECT. 999636 BBBXXX DRAWN: CHECKED: RALPH R. SHAW PRGFESppS��IGggNAppL��OF RECORD P PHONE CCB CCB 08909/01 LIReNSE DRAWING 11T.E: EXTERIOR WALL SECTIONS A5.2 1. LIGHT GA. WALL 2. EXISTING COLUMN BEYOND. 3. EXISTING GLB BEYOND. 4. EXISTING PURLIN. 5. NEW 6x14 PURLIN W /HU HANGER AT BOTH ENDS. 6. NEW 6x14 MEMBER AT 4' O.C. W /HU HANGER AT BOTH ENDS. 7. PARAPET PER ARCHITECTURAL DRAWINGS. 8. MC 10x22 x CONT. 9. 9 "x5 "x1/4" PLATE @ 8' 0.0. 10. L 4 "x4 "x1/4" @ 8' 0.C. 11. 6x6 AT PARAPET AREA W /HU66 SIMPSON HANGER AT EA END. 12. L 3 "x5 "x1/4" (LL.V.) x6" LONG @ 8' 0.C. 13. 3/4" 0 THRU BOLT @ 24" 0.C. 14. 3 #12 SCREWS AT EA STUD. PARAPET LATERAL SUPPORT AT GRID 7 DETAIL A n mnnnnmm. 2x PRESSURE TREATED WOOD:LAC N W/ / EXT GRADE PLYWD. SHEATHING MEMBRANE FLASHING PARAPET KICKER @ 8' -0" O.C. SEE DTL. A THIS SHEET MTL. COUNTERFLASHING MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL inn NEW 6X14 / MEMBER SEE DETAIL A THIS SHEET EXIST. ROOFING, CANT AND FLASHING TO REMAIN. REPAIR AS REQUIRED NOTE: PROVIDE FORMED METAL FLASHING WELDED TO STL. SIM. TO S.M.A.C.N.A. PLATE 67 FIG. B AT EACH ANGLE OF ROOF KICKER CERAMIC TILE ON 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING CL TILE ACCENT J EXIST. PLATE, REPLACE IF ROTTEN EIFS W/ 2" INSUL. BD. 8 1/2 F.O. COL TO F.O. SHEATHING 10 1/2° CL TO F.O. SHEA 3/8" ALLTHREAD W /NUT EPDXY INTO PANEL W/ MIN. EMBED PER MANUF. 3/8" ALLTHR EPDXY INTO 14 (GA) 20 TYPICAL AD ANEL CLIPS TOP TRACK BOTTOM TR SET ON CONC. CURB E.I.F.S. WALL DETAIL REF: A4.1, A4.2 E.I.F.S. HELD OFF OF CURB SOURCE: VER. 1.99 E— FINISHED M TILT UP CONC. PANEL EIFS WALL " C- CHANNEL 18 (GA) STUDS 24" 0.0. 14 (GA) 2x2 I �r���Nl►�Ii EACH STUD CLIPPED TO WALL /ROOF RIM JOIST TYPICAL TOP OF WD RIM JOIST 6" C- CHANNEL 18 (GA) STUDS 11 1111 @ 24" O.C. 11 11111 CLIP ATTACHED TO STIFFENER W/ ALLTHREAD ATTACHMENT NOTE: THE STIFFENER GOES THRU PUNCH HOLE IN STUDS AND ATTACHED TO ALLTHREAD BY WALL CLIPS 14 (GA) CR NOTE: HI TECH STRUCTURAL GEL ALLTHREAD TO BE EQUAL STIFFENER THIS DETAIL APPLIES AT ALL NEW E.I.F.S. WHERE ATTACHEMENT TO EXIST. CONC. PANEL IS REQUIRED AND AREAS WHERE NO STOREFRONT OCCURS OCSN18 MTL. 18 GA. UNNER T RAMIC TILE ON 2" CEMENT BOARD ON 8" CDX PLYWD. EATHING CL TILE ACC' W PLATE, ON NEW CMU FILL CSN18 MTL. STUDS @ RIZ. BRIDGING @ 4' -0" C. -> TEK SCREWS AT CH STUD W CMU INFILL E STRUCT. DWGS R FURTHER FORMATION IS11NG PRECAST CONC. NEL CSN18 MTL. STUDS @ RIZ. BRIDGING @ 4' -0" C. 4 TEK SCREWS AT CH STUD CSN18 MTL. STUDS @ " 0.C. 2" DENS -GOLD EXT. EATHING EIFS W/ 2" INSUL. BD. 04 NONE TYP. NEW STUD ATTACHED TO EXISTING CONC. PANEL WITH 3 "x3 "x14 (GA) ANGLES @ 4' -0" A.C. AT EACH STUD W/ HILT XDNI PINS x1 1/4" LONG EXISTING SIDEWALK EW 4" HIGH CONC. CURB 60CSN18 MTL. STUDS @ 16" 0.C. ATTACH EACH STUD TO HORIZ. TS 6X2, WITH 18 GA. CLIP ANGLES. 80CSN18 MTL. STUDS @ 16" 0.C. ATTACH EACH STUD TO HORIZ. TS 6X2, WITH 18 GA. CLIP ANGLES. NEW 4" HIGH CONC. CURB EXISTING SIDEWALK EXISTING i t F.F ELEV.,* 0 -0" D M' ao 4 I NOTE: SEE DTL. 1/A5.6 FOR NOTE: SEE DTL. 1/A5.6 FOR TYPICAL NOTES AND 04/A5.3 TYPICAL NOTES AND 04/A5.3 NEW DETAIL FOR TYPICAL NEW DETAIL FOR TYPICAL E.I.F.S. AND CONC. PANEL E.I.F.S. AND CONC. PANEL CONDITION CONDITION F.F. OLE r O V FRAM 1 131' -8 SIM. PARAPET KICKER @ 8' -0" O.C. SEE DTL. A THIS SHEET NOTE: SEE DTL. 15/A6.1 FOR ADDITIONAL INFORMATION REGARDING COPING AND FLASHING 8 1/2 CL TO F.O. SHEATHING SIM. PARAPET KICKER @ 8' -0" 0.C. SEE DTL. A THIS SHEET 5/8" CDX PLYWOOD SHEATHING MEMBRANE FLASHING MTL. COUNTERFLASHING EXIST. ROOFING, CANT AN FLASHING TO REMAIN. REPAIR AS REQUIRED 8 I/2" F.O. COL. TO F.O. SHEATHING DISTRIBUTION: OATS Prototype Version 1.99 01/03/00 SID/ PERMIT 07/12/00 ARCH. PROJECT 999636 08/10/01 4702 CHECKED: BBB PROJECT aloJ_reard, ruc9clnq o 0 AL H R. SHJ4W ROF^c5�G1N5IA OF !ODUO PR �aIE N 31 82 O PRE - FINISHED MTL. COPING EIFS TRIM W/ 2" INSUL. BD. 60CSN18 MTL. STUDS @ 16" O.C. IN 18 GA. TOP AND BOTTOM TRACK EXIST. PLATE, REPLACE IF ROTTEN CERAMIC TILE ON 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING EXISTING PRECAST CONC. PANEL EIFS TRIM W/ 3" INSUL. BD. EIFS W/ 2" INSUL. BD. 1/2" DENS -GOLD EXT. SHEATHING 60CSN18 MTL. STUDS @ 16" 0.C. ATTACH EACH STUD TO HORIZ. TS 6X2, W/ 18 GA. CLIP ANGLES. TS 6X2X1/4, CONNECT TO EXISTING CONC. COL. LOCATE TS 6X2 @ O.C. MAX. (VERT) EXIST. CONC. COL. (BEYOND) EXISTING PAVEMENT EXISTING SLAB, FOOTINGS AND FOUNDATION NOTE: SEE DTL. 1/A5.6 FOR TYPICAL NOTES AND 04/A5.3 NEW DETAIL FOR TYPICAL E.I.F.S. AND CONC. PANEL CONDITION SOUTH WALL SECTION @ PILASTER REF.: A4.1, A4.2 SOURCE: VER. 1.99 R 02 =1 REF.: A2.2 SOUTH WALL SECTION F.O Eo n SOURCE: VER. 1.99 CITY Of T1W9WA APPROALD JO 2 3 7.00 AS 'NO RD 01 1/2" =1' -0" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS /\ADDENDUM 8/02/00 O2 CHANGE BULLETIN 9/25/00 CHANGE BULLETIN n 12/7/00 CHANGE BULLETIN CHANGE BULLETIN GRANTING TIRE: EXTERIOR WALL SECTIONS A5.3 1/2" DENSE GOLD BOND EXTERIOR SHEATHING NEW OR EXISTING SIDEWALK NEW 4" HIGH CONC. CURB CONT. STUD TRACK 6" CL TO F.O. SHEATHING 3 1/2" 35CSJ18 NEW MTL STUDS ® 16" O.C. ATTACHED TO EXISTING CONC. PANEL WITH 3 "x3 "x14 (GA) ANGLES ® 4' -0" O.C. AT EACH STUD W/ HILTI XDNI PINS x1 1/4" LONG EXISTING COLUMN - BEYOND EXISTING SLAB, FOOTINGS AND FOUNDATION ALL SECTION 04 PARAPET KICKER @ 8' -0" SEE DETAIL A THIS SHEET EIFS SYSTEM W/ 1 1/2" INSULATION BOARD HIGH PILASTER SECTION REF.: SOURCE: VER. 1.99 WEST WALL SECTION @ COMPACTOR REF.: SOURCE: VER. 1.99 8 5/8' CL TO F.O. DENS -COLD BOARD 9 1/2' CL TO F.O. SHEATHING SIM. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING -NEW MEMBRANE FLASHING NEW MTL. COUNTERFLASHING PARAPET KICKER ® 8' -0" SEE DETAIL A THIS SHEET EXISTING ROOF FRAMING AND ROOFING MATERIAL NEW 6X14 MEMBER SEE DETAIL A THIS SHEET. MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL REF.: SOURCE: VER.1.99 PROVIDE STOP FOR E.I.F.S. - 1/2" OFF OF GRADE AND FILL VOID WITH SEALANT AND BACKER ROD (TYP.) — NEW CONC. HAUNCH CONT. 2X4 PRESSURE TREATED WOOD BLOCKING CONT. STUD TRACK - SET UP OFF EXISTING CONC. SIDEWALK - 2 1/2" PRE - FINISHED METAL COPING 3 -5/8" MTL. STUD BRACING - EXISTING ROOF STRUCTURE MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 ® 4' -0" O.C. W/ 4 1/2" EMBEDMENT, NEW 6X14 MEMBER SEE DETAIL A THIS `HEET. art � a , r� E.I.F.S. V- GROOVE REVEAL JOINT (TYP. 6" 60CSN18 MTL. STUDS @ 16" O.C. EXISTING PRECAST WALL 6" MTL. STUD BRACING CONT. T.S. 6X2 ® 8' -0" O.C. VERTICALLY, ATTACHED TO I EXISTING WALL PANELS EXISTING SLAB, FOOTINGS AND FOUNDATION PARAPET LATERAL SUPPORT AT GRID A DETAIL A E.I.F.S. W/ INSUL. BOARD - MATCH EXISTING AGGREGATE THICKNESS (SEE SHEET A4.1 FOR COLOR) 1. LIGHT GA. WALL (ONLY AT STOREFRONT) 2. EXISTING COLUMN BEYOND. 3. L 4 "x4 "x1/4" 0 8' O.C. 4. EXISTING PURLIN. 5. L 3 "x5 "x1/4" (LLV.) x6" LONG. 6. NEW 6x14 MEMBER W /HU HANGER AT BOTH ENDS. 7. PARAPET PER ARCHITECTURAL DRAWINGS. 8. MC 10x22 x CONT. 9. 9 "x5 "x1/4" PLATE 0 8' O.C. 10. 3 #12 SCREWS AT EA STUD. 11. 3/4" 0 THRU BOLT ® 24" O.C. GALV. SHT. MET. --\ HOPPER (05500) TO COMPACTOR (10300) 25253/16 STL. ANGLE FRAME AS FLANGE TO RECEIVE HOPPER, TYP. ALL SIDES. 1/2" DENSE GOLD BOND EXTERIOR SHEATHING EXISTING PRECAST PANEL CONT. 6" - 20 GA. MTL. RUNNER SECURE W 1/8 "0 POWDER AC VATED FASTENERS @ 2' -0" O.C. 6" 60CSN20 MTL STUDS ® 24" O.C. 3/4" PLYWD. SHEATHING R -19 BATT INSUL SOLID GROUTED H.M. FRAME CONT. 6" - 20 GA. MTL. RUNNER SECURE W/ 1/8 "0 POWDER ACTIVATED FASTENERS ® 2' -0" O.C. EXISTING REF.: EXISTING EXTERIOR WALL EXISTING STL. JAMB EXISTING OVERHEAD DOOR TO REMAIN NEW DOCK BUMPERS & DOCK SEALS (10300) SLOPE DNA 1/2" -NEW CONC. PIT, - SEE STRUCTURAL PLANS EXISTING FOUNDATION & FOOTING VERIFY PIT DIMENSIONS WITH LEVELER MFG. — EXISTING FLOOR SLAB PROVIDE 1/2" EXPANSION JOINT BETWEEN NEW CONC. AND EXISTING SLAB EXISTING TRUCKWELLd5 WALL SECTION @ RECEIVING DOCK 12 SOURCE: VER. 1.99 999636 DRAWN: CCB LOW PILASTER BEYOND WALL ARAPET 31' -0" EIFS W/ 2" INSULATION BOARD 4" MTL. STUD BRACING 6" 60CSN18 MTL. STUDS 16" O.C. CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 ® 4' -0" O.C. W/ 4 1/2" EMBEDMENT EXIST. PLATE, REPLACE IF ROTTEN AND ADD NEW PALTES AS REQUIRED TILE OVER 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING EXTEND 5/8" PLYWD. SHEATHING UNDER E.I.F.S. A MIN. OF " E.I.F.S. W /2" INSU SEE SHEET A4.1 F REVEAL PATTERNS E.I.F.S. OVER INSUL. BOARD TO MATCH EXISTING AGGREGATE THICKNESS (SEE SHEET A4.1 FOR COLOR) 1/2" DENSE GOLD BOND EXTERIOR SHEATHING CONT. 6" - 20 GA. MTL. RUNNER SECURE W 1/8 "0 POWDER ACTIVATED FASTENERS ® 2' -0" O.C. EXISTING PRECAST PANEL CONT. 6" - 20 GA. MTL. RUNNER SECURE W/ 1/8 "0 POWDER ACTIVATED FASTENERS @ 2' -0" 0.C. 6" 60CSN20 MTL. STUDS ® 24" 0.C. 3/4" PLYWD. SHEATHING R 19 BATT INSUL. c GIN \� B .0 t L11bf`s NEW CONC. SLAB - gM`T `�NTe SEE STRUCTURAL NEW FLOOR INFILL AT EXISTING LOW LEVEL FLOOR - SEE STRUCTURAL FOR INFILL DETAILS. EXISTING CONC. SLAB EXISTING FN. FL BEYOND 100 -0" NEW CONC. FOOTING AND FNDN. - SEE STRUCTURAL. CITY Of TUKWIlA APPROVED .3 AN 23 2:111 ES WjiLU WALL SECTION @ INFILL AREA REF.: SOURCE: VER. 1.99 01 1 BLaO @O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIODTION: Prototype Versio BID/ PERMIT ARCH. PRGJECT ADDENDUM' QCHANGE BULLETIN DATE: 01 /03 /00 07/12/00 8/02/00 11/07/00 1 DBB PROJECT# BBBXXX CHECKED: CCB CHANGE BU 4741 TO7m 1\ o ! N RALPH R. SH�V PRDFE590 OF RECOKD PRAC3 31 821DIN V 08/10/0 4702 clog as DRANING TILE: EXTERIOR WALL SECTIONS A5.4 It 1 �nnnnmmmuml II.:'.7�uf ���uu�uuu�..�. Till l �W�Illn�1 num�r�ni�l n.-. nunmunnn wn •uui Wt ;I • 1' -6" CL TO F.O. SHEATHING 1/2" C PRE - FINISHED METAL COPING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING FRAME OPNG FOR 24" X 24" ACCESS DOOR (08300) CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 @ 4' -0" O.C. W/ 4 1/2" EMBEDMENT, PARAPET KICKER ® 8' -0" O.C. SEE DTL. A SHT A5.3 NOTE: PROVIDE FORMED METAL FLASHING WELDED TO STL. SIM. TO S.M.A.C.N.A. PLATE FIG. B AT EACH ANGLE OF ROOF KICKER \- NEW 6X14 MEMBER SEE DETAIL A SHEET A5.4 F.O. STOREFRONT VESTIBULE .I MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS PRE - FINISHED MTL. COPING 60CSN18 MTL. 18 GA. RUNNER TRACK CERAMIC TILE ON 1/2" CEMENT BOARD ON 5/8" CDX PLYWD. SHEATHING EXIST. ROOFING, CA AND FLASHING TO REMAIN. REPAIR A REQUIRED NEW PLATE, ON NEW CMU !HALL 40CSN18 MTL. STUDS HORIZ. BRIDGING 4'-- 0" O.C. 4 TEK SCREWS AT EACH STUD EXISTING PRECAST CONC. PANEL NEW 3 1 /2 "MTL. STUDS ©16" O.C. 60CSN18 MTL. STUDS © 16" O.C. 1/2" DENS -GOLD EXT. SHEATHING EIFS W/ 2" INSUL. BD. NEW STUD ATTACHED TO EXISTING CONC. PANEL WITH 3 "x3 "x14 (GA) ANGLES ® 4' -0" 0.0. AT EACH STUD W/ HILTI XDNI PINS x1 1/4" LONG NEW 4" HIGH CONC. CURB EXISTING SIDEWALK C SOUTH WALL SECTION REF.: NEW 6X14 MEMBER SEE DETAIL A SHEET A5. NOTE: SEE DTL. 1/A5.6 FOR TYPICAL NOTES AND 04/A5.3 NEW DETAIL FOR TYPICAL E.I.F.S. AND CONC. PANEL CONDITION 2x PRESSURE TREATED WOODBLOCKING W/ 3/4" EXT GRADE PLYWD. SHEATHING NEW CMU INFILL SEE STRUCT. DWGS FOR FURTHER INFORMATION 5/8" CDX PLYWOOD SHEATHING MEMBRANE FLASHING PARAPET KICKER ® 8' -0" O.C. SEE DTL. SHT A5.3 MTL. COUNTERFLASHING MEMBRANE ROOFING ATTACHED TO EXISTING ROOF AS REQUIRED FOR WEATHERTIGHT AND WATERPROOF SEAL NOTE: PROVIDE FORMED METAL FLASHING WELDED TO STL. SIM. TO S.M.A.C.N.A. PLATE 67 FIG. B AT EACH ANGLE OF ROOF KICKER EXISTING F.F. ELEV 0 -0 SOURCE: VER. 1.99 T.O. FRAME, 31 03 -1/2" =1' -0" HIGH PILASTER BEYOND E.I.F.S. W /2" INSUL. BD. SEE SHEET A4.1 FOR E.I.F.S. REVEAL PATTERNS 60CSN18 MTL. STUDS © 16" O.C. 1/2" DENS -GOLD EXTERIOR SHEATHING BUILDING SIGNAGE, PROVIDE BLOCKING ® EACH SIGN ATTACHMENT PER LOCATION AND REQ'S OF SIGN MFG. COORDINATE LOCATION OF ACCESS PANEL WITH SIGN MANUFACTURER 3 -5/8" MTL. STUD BRACING EXIST. PLATE, REPLACE IF ROTTEN TILE OVER 1/2" CEMENT BOARD ON 5/8" CDX PLYWD SHEATHING CONT. TS 6X2 8005137 -68 MTL STUDS ® 16" 0.C. SEE STRUCT. DWGS. SINGLE -PLY ROOFING ON RIGID INSULATION, SLOPED TO SCUPPERS ON 1 1/2" GALV. MTL. DECK TS 12X4 TS 12X8 BOTTOM TRACK SET IN SEALANT BED NEW CONC. SIDEWALK 1' -6" CL TO F.O. SHEATHING T.O. STEEL VERIFY W/ STRUCT. DWG. `v 1/2" CL TO F.O. STOREFRONT EXISTING SLAB, FOOTINGS AND FOUNDATION PRE - FINISHED METAL COPING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING FRAME OPNG FOR 24" X 24" ACCESS DOOR (08300) CONT. STUD TRACK - ANCHOR W/ 1/2" DIA. HILTY HY -150 ® 4' -0" O.C. W/ 4 1/2" EMBED. PARAPET KICKER ® 8' -0" O.C. SEE DTL. A SHT A5.3 EXISTING ROOF FRAMING AND ROOFING MATERIAL aNI NEW 6X14 MEMBER SEE DETAIL A SHEET A5.4 SOUTH STOREFRONT GLASS SECTION REF.: SOURCE: 9901 -BBB 02 1/2 1 HIGH PILASTER BEYOND E.I.F.S. W /2" INSUL BD. SEE SHEET A4.1 FOR EI.F.S. REVEAL PATTERNS 60CSN18 MTL STUDS 0 16" 0.C. 1/2" DENS -GOLD EXTERIOR SHEATHING BUILDING SIGNAGE, PROVIDE BLOCKING ® EACH SIGN ATTACHMENT PER LOCATION AND REQ'S OF SIGN MFG. COORDINATE LOCATION OF ACCESS PANEL WITH SIGN MANUFACTURER 3 -5/8 MTL STUD BRACING EXIST. PLATE, REPLACE IF ROTTEN TILE OVER 1/2" CEMENT BOARD ON 5/8 CDX PLYWD SHEATHING CONT. TS 6X2 8005137 -68 MTL STUDS 0 16" O.C. SEE STRUCT. DWGS. SINGLE -PLY ROOFING ON RIGID INSULATION, SLOPED TO SCUPPERS ON 1 1/2" GALV. MTL DECK ALUMINUM COPING TS 12X4 TS 12X8 WA 34 VARIES ALUMINUM THRESHOLD SET IN SEALANT BED NEW CONC. SIDEWALK D2LDD 21CY EXISTING SLAB, FOOTINGS AND FOUNDATION SOUTH ENTRY FEATURE SECTION REF.: SOURCE: 9901 -BBB 015 of TU/ /OIL APPROVED jAtl 2 3 2 AS y0IFD 01 1/2" = 1' -0" 0 m 0 DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT AADDENDUM • CHANGE BULLETIN CHANGE BULLETIN MANGE BULLETIN ARCH.PROJEGTM BBB PROJECT# BBBXXX -- CHECKED: GCB CCB DWMM GCB DATE: 01/03/00 07/12/00 I /02/00 1/7/00 2/7/00 I2.'19 PH R. SHAW pp OF R RR PHONEW 31 821'1100 08/10/01 4702 BRAWNG 1l11E: EXTERIOR WALL SECTIONS A5.5 EXISTING COPING, FLASHING AND ROOFING TO REMAIN (PAINT -3) T.O. P ARAPET 1 26 -0" EXISTING EIFS SYSTEM AND FRAMING TO REMAIN NEW CMU INFILL SEE STRUCT. DWGS FOR FURTHER INFORMATION EXISTING PRE -CAST CONC. PANEL 12 "x12 "x1/2" PLATE W/ (4) 1/2" DIA. HILTI HY150 W/ 4 1/4" EMBED LOCATED FROM 1 1/2" FROM EDGE OF PLATE. 40CSN16 MTL. STUDS 0 16" O.C., ATTACH TO TS 6x2 W/ 18 G.A. CLIP ANGLE EACH STUD ununnMMMMMM uuII& nni 1/2" DENS -GOLD SHEATH! EIFS W/ 1" INSUL. BD RELOCATE EXISTING CANOPY TO MATCH HEIGHT OF CANOPY TO WEST, (12' -0" AFF, FIELD VERIFY) TS 6X2X1/4. SPAN TS 6X2 BETWEEN EXISTING CONC. COLUMNS EXISTING COLUMN (BEYOND) EXISTING EXTERIOR WALL .0. SHEATHING XIST. PLATE, REPLACE IF ROTTEN EXISTING COPING, FLASHING AND ROOFING TO REMAIN SOUTH WALL SECTION EXISTING SOFFIT SEALANT AND BACKER ROD WRAP FRAMING, SHEATHING AND EIFS TO B.O. EXISTING SOFFIT. SOURCE: VER. 1.99 1/2" =1' -0" mnunun nxmwmmmnnx uimxlnUl u NEW EIFS SYSTEM AND FRAMING EXISTING PRE -CAST CONC. PANEL TS 6X2X1/4 TOP AND BOTTOM OF NEW FRAMING. SPAN TS 6X2 BETWEEN EXIST. CONC. COLUMNS 40CSN16 MTL. STUDS ®' 16" 0.C., ATTACH TO TS 6x2 W/ 18 GA. CLIP ANGLE EACH STUD EIFS W/ 1" INSUL. BD. RELOCATE EXISTING CANOPY TO MATCH HEIGHT OF CANOPY TO WEST, (12' -0" AFF, FIELD VERIFY) TS 6X2X1/4. SPAN TS 6X2 BETWEEN EXISTING CONC. COLUMNS EXISTING COLUMN (BEYOND) NEW CONC. PANEL - SEE STRUCT. DWGS. EIFS MEMBRANE AND FINISH I EXISTING COPING, FLASHING AND ROOFING TO REMAIN I (PAINT - 3) EXIST. PLATE, REPLACE IF ROTTEN NEW CMU INFILL SEE STRUCT. DWGS FOR FURTHER INFORMATION 12 "x12 "x1/2" PLATE W/ ( 1/2" DIA. HILTI 11 Y150 W/ 4 1/4" EMBED LOCATED FROM 1 1/2" FROM EDGE OF PLATE. ALUM. COPING, (PAINT -3) FOR SIM. CONDITION EXIST. COPING TO REMAIN (PAINT -3) .1.11 ��H�O�����lU10101 nlll ...... YOul EIFS BEYOND NEW EIFS SYSTEM AND FRAMING TO MATCH EXISTING NEW CONC. PANEL SEE STRUCT. EIFS MEMBRANE & FINISH RELOCATE EXISTING CANOPY TO MATCH HEIGHT OF CANOPY TO WEST, (12' -0" AFF, FIELD VERIFY) EIFS TRIM W/ 4" INSUL. BOARD EIFS TRIM W/ 2" INSUL. BOARD EXISTING COLUMN (BEYOND) 350CSN16 MTh. STUDS ® 16" O.C. EXISTING SIDEWALK MATCH EXISTING EXISTING COPING, FLASHING AND ROOFING TO REMAIN 12 "x12 "x1 /2" PLATE W/ (4) 1/2" DIA. HILTI HY150 W/ 4 1/4" EMBED LOCATED FROM 1 1/2" FROM EDGE OF PLATE. NEW STUD ATTACHED TO NEW /EXIST CONC. PANEL WITH 3 "x3 "x14 (GA) ANGLES ® 4' -0" O.C. AT EACH STUD W/ HILTI XDNI PINS x1 1/4" LONG 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS EXISTING SIDEWALK REF EXISTING SIDEWALK SOUTH WALL SECTION REF.: SOURCE: VER. 1.99 02 112 Lo ARCH. PROJECTS BBB PROJECT* 999638 BBBXXX oa /io /01 .4702 ORA7O40 7111E .. SOUTH WALL SEC .'ION ION CITY Of ThENI APPROVED AN 2 3 2001 AS Iii/EO REF.:. I SOURCE: VER. 1.99 1J. Q Opp 1n cc w z r. Q m o o o .. co =;Ea wo 6 TO MUZAK WEATHERHEAD ANTENNA HVAC ROOFTOP UNIT (R.T.U.) (OTHER EI CONFIRM STRUCTURAL ATTACHMENTS OF NEW RTU W/ EXISTING ROOF FRAMING - SEE STRUCTURAL PLANS. SIM.) ROOFCURB E.I.F.S. - �� , :,. '! not 1 �II , = II; III III III HI, I I il l ° = _ 7/2 STAINLESS STEEL SHOULDER EYEBOLT (05500) 1/4x8" LONG AND STAINLESS STEEL 3/8" METAL PIPE SLEEVE LONG INSTALL w/ HILTI HY -150 EPDXY ANCHORS TO EXISTING PRECAST WALL EXISTING PRECAST WALL PANEL -STUD DEPTH VARIES TURN EYEBOLTS HERT., TYP. PREFABRICATED PIPE FLASHING AS SPEC'D. VERIFY W/EQUIP. SUPPLIER I --- \ J \ / \ J \ � 1 :I I MET. FLASHING OVER MEMB. COUNTERFL G (07920) 1 -1/4" RIGID CONDUIT BY ELEC. CONTR SECURED TO EXISTING PURLINS & WOOD (2) POINTS CRICKET AT HIGH ROOF SIDE OF CURB TYP. MEMB. ROOFING SYSTEM _ _ 18 GA. METAL DECK CLOSURE IIIIIIII Qty w/ EQUIP. & F1JER 11111111111111111111111111 m1111= " DECK \ Nil Z II'I IL III - ►� /����� ROOF OPENING ANGLE FRAME / REF. DET. n i ■ � �"�r�//f"'� -,, �SHEATHING l'. Ill I i P EXISTING 8 W MUZAK CABLE TO OFFICE 6 5/A6.1 PURLINS P.O.S. /SATELLITE ANTENNA FLASHING 19 ROOF CURB DETAIL 18 ROOF OPENING FRAME DETAIL 17 BANNER EYEBOLT DETAIL 16 REF.: SOURCE: VER.1.99 REF.: SOURCE: VER.1.99 11/2 " =1'-0" REF.: SOURCE: VER.1.99 N.T.S. REF.: SOURCE: VER.1.99 11/2 " =1' -0" 12" WIDE FELT UNDER JOINT MET. JOINT COVER 4" TO 8" WIDE SET IN MET. COPIN �' ` ��/ ELASTOMERIC SEALANT SEAL TOP OF FLASHING OPP. WITH FABRIC AND MASTIC MEMBRANE FASTENERS PRESSURE TREATED WOOD — BLOCKING (TYP.) / .iill "�'� i1ii �� �, r..II' 11111 I .... P P 3/4" EXT. GRADE PLYWOOD PREFlNISHED MTL COPING W /CONTINUOUS CLEAT SEE DETAIL 15 THIS SHEET MEMBRANE FLASHING - LAP OVER WOOD BLOCKING PRESSURE TREATED WOOD BLOCKING 3 4 EXT. GRADE PLYWOOD / " (TYP.) 1' -6" A 1- Q a = 0 = ® ,Z I . T O. RA FMING SEALANT r_ °_ �;� - ON v PREFlNISHED MTh. COPING W /CONTINUOUS �_ — )Ik CLEAT - SEE DETAIL 15 THIS SHEET 111 MEMBRANE FLASHING - LAP OVER WOOD BLOCKING 3 -5/8" MTL. STUD BRACING (TYP.) SEALANT E.I.F.S. W/ 2" INSUL. BD. 1 2" EXTERIOR SHEATHING / MEMB. BASE/ COUNTER- —� FLASHING FULLY ADHERED TO WALL EXISTING ROOFING & CANT, REPAIR AS � REQUIRED iium ,I I.. E.I.F.S. Wj 2" INSUL BD. i BOND 1/2 DENSE GOLD EXTERIOR SHEATHING 11� El STUDS 0 16° O.C. Mil 6" socsNlB MTL EXTEND PLYWOOD SHEATHING UP UNDER EI.F.S. IN A- Y A MIN. OF 1" 1111 /''`ll BACK ROD PI 1/2" EXT. GRADE PLYWOOD SHEATHING NOTE: SEALANT W/ (U SEE DETAIL A ON SHEETS © 1/2" CEMENT BOARD OVER 5/8" CDX PLYWOOD T Y 1 II II \ A5.3 AND A5.4 FOR ROOF PARAPET KICKERS TYP. NEW METAL COUNTER FLASHING EXISTING ROOFING AND FLASHING, PATCH AS REQUIRED R ECF`� u G 61 _TIC PARAPET FLASHING DETAIL 15 PARAPET DETAIL 14 PORCELAIN TILE SEE EXTERIOR FININI SHES STEEL PLATE, ATTACHED TO TOP OF TS AND BOT. OF EXIST LEDGER FIELD VERIFY EXACT SIZE AND ATTACHMENT REQUIRED !l 1 Ii it .II REF.: 04 /A5.4 SOURCE: VER.1.99 N.T.S. REF.: SOURCE: VER.1.99 11/2 " =r " RIME 6 X 2" CONTINUOUS TUBE STEEL `L 10 � CONTINUOUS STUD TRACK • I■■ ■■■■■. _ — S MIL. SP.1D BRACING � EXISTING ROOFING & ROOF FRAMING SHALL REMAIN a 8" X 4" TUBE STEEL COLUMN BEYOND 8" STUDS SEE STRUCT. DWGS --- EXTEND PLYWOOD SHEATHING UP UNDER E.I.F.S. - A MIN. OF 1 " II I ail Qll I,l Il 0 �\ I+ Il II l :I WRAP EIFS MESH TO SUBSTRATE PER EIFS MFG'S INSTRUCTIONS I 3 3 5/8" MTL STUD FURRING @ 16" O.C. WI SLIP JOINT AT TOP 1/2" GYP. BD. I STEEL BEAM SEE STRUCT. DWGS I CITY OF QUA BACKER ROD AND SEALANT a I NEW 4" CONC. CURB - ' a 4 CONT. 2X4 PRESSURE EATED WOOD BLOCKING ■ail �■ BOARD - SHIM AS REQUIRED APPROV I'� J EIFS W/ 2" INSUL. DRIP "■ I r JP,N 2 3 2X51' : I K.> W.) U SEALANT � � 4 D o r 1/2 X 1/2 ROUTED i I BACKER ROD & SEALANT ALUMINUM STOREFRONT SYSTEM BASE DETAIL 02 PARAPET DETAIL 01 REF.: SOURCE: VER. 1.99 1 1/2" = 1' -0" REF.: SOURCE: VER. 1.99 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DIBTRIBURO Prototype Version 1.99 BID/ PERMIT ADDENDUM <> CHANGE BULLETIN 11 /07/00 '2'CHANGE BULLETIN ARCH. PROJEC 999636 DRAWN: MSD Gam+ 08/10/01 4702 BBB PROJECT CH BBBXXX CKED: GCB DATE O1 /03 /00 07/12/00 1L - IS DRANING TIRE EXTERIOR DETAILS A6.1 NOTE: A ALL DIMENSIONS CONC., FACE OF COLUMN. ( 01 03 ) ( 05 COMPACTOR (10300) COMPACTOR HOPPER PROVIDE PANEL HUNG FROM UNISTRUT 12' -0" A.F.F ATTACHED TO PANEL WILL BE SIGN STAING "THANK YOU FOR SHOPPING BED BATH AND BEYOND" SIGN TO BE SINGLE SIDED FACING INTO STORE. rOT )WALL COVERING TO 12 " -0" A.F.F. REP: WOLF GORDON, MODEL:TRAFALGER, BED BATH AND BEYOND NO. G1690252BBB -FOG, CONTACT : LARRY SHAGAWAT (800) 347 -0550 EXT 249 PAINT WALL AT EXTERIOR STOREFRONT BENJAMIN MOORE, REGAL AQUA PEARL #310 COLOR #01 WHITE ( 04 (WALL BUMPERS FIRST BUMPER TO BE CENTERED 6" A.F.F. SECOND BUMPER CENTERED 2' -1" A.F.F. REP: BOSTON RETAIL PRODUCTS, MODEL: SERIES 2000, COLOR #129 COOL GREY, CONTACT: JOHANNA WHITE ® (781) 395 -7417 EXT 120 4" RESILIENT COVE BASE MODEL: MERCER, COLOR: EXPRESSO #103, - _CE A. DOCK SEAL & BUMPERS (10300) DOCK LIGHT (10300) RECEIVING I104I EXISTING LADDER ARE TO FACE OF GYP. BD., FACE OF TO ROOF HATCH - PLYWD. SHEATHING OR CENTER LINE OF REPAINT OHSA YELLOW ////de)// z �iu F 1 WOME 7 EN -1-- ( 06 I TRANSITION STRIP AT TOP OF WALL COVERING WALL ABOVE TRANSITION STRIP AND WALL COVERING TO BE PAINTED PAINT WALL AT EXTERIOR STOREFRONT BENJAMIN MOORE, REGAL AQUA PEARL #310 COLOR #01 WHITE BBBY 4' -0" GRAPHICS ( 07 ) ( 08 ) ( 09 ) ENLARGED FLOOR PLAN REF.: A2.2 9.1 NOTE: ALL DIMENSIONS ARE TO FACE OF GYP. BD., FACE OF CONC., FACE OF PLYWD. SHEATHING OR CENTER LINE OF COLUMN. 4 5/ 8' -6 3/8 BBBY 12' -0" WELCOME SIGN TRACK LIGHTING MTD ® 12' -0" A.F.F. SET BACK FROM GRAPHICS 4' -0" .PROVIDE (2) 90W FLOODLIGHTS PER GRAPHIC PANEL TRACK UGHTING TO MATCH TRACK LIGHTING WITH IN STORE TRACK TO BE CONT. AS SHOWN SEE ELECTRICAL DWGS PLAN NORTH SOURCE: VER. 1.99 04 1/8• =1' -0' 3/8" 12' -0" 12 -0" 'SALES AREA I I 102 I DIMENSION TO CENTERLINE OF IIEW T.S. COLUMN 1 - NEW CONC. RAMP SEE SHEET C -1 AND 02/A1.1 AIR CURTAIN & MISC. STL. SUPPORTS ABV./ REF. DET. 18/A8.1 SPRINKLER 4 5 RISER . 5/8" 13' -8 /4" 12' -4" , M7' -8" '-PRECAST CONC. TRASHCAN (02990) 9' -10" EX ST. LANDSCAPE ISLAND SEE SHEET C -1 EX ST. ACCESSIBLE PATH OF TRAVEL - RESTRIP AS REQUIRED ENLARGED PLAN @ ENTRY REF.: A2.2 SOURCE: VER. 1.99 EXIST. FRAMING 02 ENLARGED PLAN FEATURE 01 1/8" =1'-0• REF.: A2.2 SOURCE: VER. 1.99 1/8" =1'-0" 10877 WATSON ROAD LOUIS, MO 83127 PROJECT MANAGERS "e` 01 "A l RIU�iR. ARCH. PROJECTS Pr. ..lanal of record an Individual. Prototype Version 1.99 01/03110 BID/ PERMIT 07/12/00 ' -0 1/8" ELECTRIC EQUIPMENT LOCATION - SEE ELECTRIC PLANS - P DE " MINIMUM CLEARANCE IN FRONT OF PLAN \ NORTH ENLARGED PLAN REF.: A2.2 O 19 SOURCE: VER. 1.99 11/8" = 1' -0" 4' -7" 6' �„ J 10' -6" O ® i • ' 0 NOTE: ALL DIMENSIONS ARE TO FACE OF GYP. BD., FACE OF CONC., FACE OF PLYWD. SHEATHING OR CENTER UNE OF COLUMN. - HEADER BEARING WALL STORAGE "A 108 1 VESTIBULE �• 120 I �`�'':o� I I Q4' -0EQ EXTERIOR STOREFRONT AREA 4 1/2" 17' -9" ELECTRIC '8" 4' -4` • -7" 10" 21' 10 3/4" OFFICE "A" 112 14' -7 5/8" 4 5/8" ' -6 3/8" 'SPRINKLER RISER- SPRINKLER RM #1 I 117 I PROVIDE DOUBLE JOISTS BELOW STORE SAFE LOCATION 9 1 /4 "X16GA. MET. "C" JOISTS ® 2' -0" 1 O.C. (MAX.) TYP. • 1/2" HSS COLUMN WI 2 THK. BASE & CAP TES AND FOOTING, (2) 11 1/2 X 14GA. C.F. MET. JOIST. / j / JA NT / / / /// _ _ _ FIRE SHUTTERS - SEE SHEET A5.1 FOR DETAILS MEZZANINE FRAMING NOTES: ALL UGHT GAUGE STEEL FRAMING MEMBERS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE GAUGE, AND SPACING AS SHOWN ON THE DRAWINGS. PROPERTIES AN D DESIGNATIONS OF UGHT GAUGE STEEL FRAMING ARE BASED ON THOSE MANUFACTURED BY UNIMAST INCORPORATED. PROVIDE MEMBERS AND ACCESSORIES WITH THE MINIMUM STRUCTURAL AND PHYSICAL PROPERTIES INDICATED BY THE UNIMAST INCORPORATED DESIGNATIONS. 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 -94 AND SHALL BE ZINC COATED MEETING ASTM A924. MINIMUM YIELD STRENGTH SHALL BE 33,000 PSI FOR ALL CR. RUNNERS AND ALL 20 GAUGE AND 18 GAUGE MEMBERS; AND 50,000 PSI FOR ALL 16 GAUGE, 14 GAUGE, AND 12 GAUGE MEMBERS. 3. PROVIDE COLD ROLLED CHANNEL BRIDGING (1 1/2 MIN. DEPTH WITH 9/16 MINIMUM FLANGE) FOR LATERAL BRACING AT A MAXIMUM SPACING OF 48" ON CENTER. 10. 4. FLOOR JOIST SHALL BE 9 1/4" -16GA. "C" JOISTS AT 24" ON CENTER. PROVIDE WEB STIFFENERS AT ALL BEARING POINTS. PLAN MEZZANINE FRAMING PLAN REF.: A2.2 NORTH 11. 5. STUDS IN BEARING WALLS SHALL BE 60CSJ18 AT 24" ON CENTER. AUGN STUDS WITH FLOOR JOISTS. STUDS SHALL BE INSTALLED WITH FULL BEARING AGAINST THE INSIDE OF THE RUNNER TRACK. 6. HEADERS FOR OPENINGS IN BEARING WALLS SHALL BE (2) 115CSJ14. PROVIDE WEB STIFFENERS AT EACH END. PROVIDE TRIPLE STUDS AT EACH END OF HEADER (TWO FULL HEIGHT AND ONE CRIPPLE). 7. SPLICES IN HEAVY GAUGE FRAMING MEMBERS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED. 8. ANCHOR RUNNER TRACK TO CONCRETE SLAB MATH 0.177 DIAMETER POWDER DRIVEN FASTENERS AT A MAXIMUM SPACING OF 24 ". 9. LOAD BEARING METAL STUDS HAVE BEEN DESIGNED TO SPAN VERTICALLY AS SIMPLE SPANS FROM FINISH FLOOR TO FINISH FLOOR AND ARE DEPENDENT UPON THE COMPLETED MEZZANINE STRUCTURE, FLOOR SYSTEM AND THE COMPLETION OF ALL COMPONENTS FOR STABILITY. DOUBLE STUDS AND JOIST AT SAFE LOCATION. FLOOR SYSTEM SHALL BE 3" THICK CONC. SLAB ON 9/16 "x28 GA. GALV. METAL FORM DECK, REINFORCED W/ 6x6 W1.6xW1.6 WWF. 12. SEE DETAIL 3/A8.1 FOR FOOTING DETAILS. EXIST PRE -CAST PANEL E.5 SOURCE: VER. 1.99 PLAN 1/2" 16 1/8" =l'-0• GM APPROVED JAN 2 3 2001 AS LOTTED NOTE: ALL DIMENSIONS ARE TO FACE OF GYP. BD., FACE OF CONC., FACE OF PLYWD. SHEATHING OR CENTER UNE OF COLUMN. NORTH t "5 L IA" IA" 4 5/8° 3' -6 3/8" CL-2" 2' 4 7 /$j CLLEEAR 8'_ p" 4 5/8" /� 12'-2" TOILET ROOM(S) ITEMS BOBRICK 4 5/8 5 3/4" 5' 8 1 ' 10'- ° 4 1/8" 1/8" 4 1 8 " 70' -3" 4 5/8" / 8° 4 5/8 ® SOAP DISPENSER, LAVATORY MOUNTED B -82216 , TOILET TISSUE DISPENSER, SURFACE MOUNTED B -2740 03 TOILET SEAT COVER DISPENSER 6 -221 ® SANITARY NAPKIN VENDOR, RECESSED 8- 3500 -25 Q5 SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED B -270 © PAPER TOWEL AND WASTE RECEPTACLE, RECESSED 8 -3961 O MIRROR 60 " W x30 " H B- 290 -6030 COAT HOOK & BUMPER B -212 9. DIAPER CHANGING STATION B -2200 GRAB BAR, TWO WALL B -68137 10 OFFICE 'E' ITEMS B -253 „ h' 4 5/8 "-/ 4 1/8 " e-/8 4 5 — \ : - n a rn \ \— d- \ i 5' 0" CLEAR 5' - 0' c 4 1/8' a 10 �,2' _ — _ 0 ' / ° I r . I o N I 11 PAPER TOWEL ROLL DISPENSER JANITOR CLOSET ITEMS B -2231 - ©2 MOP HOLDER TIME MIST DISPENSER WATERBURY CO. 1103 PARTITION DIMENSIONS SHOWN ARE TO FACE OF FINISH (GYP, BD. OR CMU) UNLESS NOTED OTHERWISE. " 5' 1 '— 2" • 5' -2 / / �� o = I 10 .1/4 ° �� II' 4 5/8" 4 5 /8° ADJACENT TENANT ® EXISTING PRECAST WALL W/ 2 mama _i \ ,n 5/8" 3 , -5 ° - 4 5/8" \- 5• - I ( j 4 5' -5 1/8" �' EL VA'TIONS FINISHES FOR EXTERIOR ��r J�iJr r / ri`� FINISHES SEE SHEET A3.2 n ' "--Yr / 4 5/8 0 INTERIOR SIDE FOR NEW INT. FINISHES HE 0 EXISTING CMU WALL - REFER EXTERIOR S TO SHEET A3.1 FOR NEW 2' 6" 11' S" �j '— d , 4' -0" 7 " 7 ,_ 6 ,. 7" C- 81/8" 1/ 1 r \ 4 ' 5/8 5/ ® � 1 LAYER SIDE) WALL PAINT COLOR AS APPLICABLE o . -\ ■.. 0 INTERIOR Si 3® 1 1/2 "x 20 GA. METAL FURRING CHANNELS 16" O.C. ® 1/2" GYP. BD: TO 4" ABOVE EXTERIOR SIDE ACT OR TO BOTTOM OF ROOF .. � ___ 7" 7' -6" H / " �� I - i��Fl1i��AL INTERIOR 0 QO ® AD © TENANT _ M OWDER tIONIAM t �PL DECK WHERE NO CEILING OCCURS SIDE ® SLW -1 W/ ALUMINUM INSERTS TO 14' -0" A.F.F. REF. 04/A8.1 ® CONT. BOTTOM TRACK SECURED TO CONC. WITH ACTUATED FASTENERS 16" O.C. ® CONTINUOUS ROOF SECURED DEFLECTION (EA. TO BOTTOM OF ROOF DECK REF. 19/A8.1 DECK. 0 METAL STUDS 16" O.C. TO STRUCTURE ABOVE. REFER TO LARGE SCALE PLANS & SECTIONS FOR FRAMING SIZE & GAUGE © 3 -1/2" SOUND ATTENUATION BATT INSULATION ® 1/2" MOISTURE RESISTANT GYP. BD. PER FINISH SCHEDULE ®O SECURITY WIRE MESH BED BATH &BEYOND SDE TO SECTIONS FOR FRAMING SIZE, SPACING & GAUGE @ 1/2" DENSE GOLD BOND EXTERIOR GYPSUM BOARD ® EIFS W/ 2" INSUL. BOARD ® 5-8 1/8" "i M � � L 4'-0" 7' -10 3/8" 6' -1 1/8" \ 9' -4 5/8" �y 10' -7 3/8" 6' -8 1/8 g_p ". ` `r 4 5 /8a 0 10 INTERIOR OF TYPE "X" GYP. BD. TO UNDERSIDE OF ROOF ® ®© 4 5/8 3 5/8-.---/ CLEAR 7" 4 5/8" 28' -6' 4 5/8" 4 5/8" B 4 5/8° 2g' -6° � 1 O B 1 WALL FIELD REF. ELEC. DWGS. I ra iIIMMNI O 5 6 CO O 0 HANDRAIL EXTENSION I m, OFFICE "E' 7a 0 TIME MIST DISPENSER 10300) O 0 � I .. `' �._ ! ' IP3 -, P3 0-- " I „ p3 � " ( © 64 F `a ,© F DD "® m � C 0 0 ®®5 ® GYP. BD. TO UNDERSIDE t�t�'tTtt2 ;lt�tKtTtitit7lf` O O © ®O © ® I 8 . " I, � FFi__ _ — CO t - 4" • '�: . . m I I 04 Li 2 !. * `• _Q � ' `� , O TIME MIST DISPENSER (10300) O ® — -- — — — ® LOCKERS (10300) 203 0 t. © ® • ' 1 - k10 - 16 A9.1 0 �© � �® 1s .. t•• IT] 1 . AIN I I 7 m SIM. m ELEV. 2 Ma1111•11111 MI • WOMEN r �1 1 107 I (l O MEN ® 1 106 I I CT-1 CT -1 73 •�7 I OFFICE 202 <cPr" r L COUNTERTOP ... „tytithtItrtitititTtf�t 6" BATT INSULATION ��t�tifit3tit ;titit2iY�[Z°� 1 5 8" GYP. BD TO BOTTOM / c -: ® 0 � -1 140 117a FRP -1 • t • SIM. F' .A° 1 . ® � ." ®.. 1 LAYER SIDE) TO - UL #425 O 0 ® ®© ... ...... ��A �C i 0 00® GYP. BD. TO 6" BELOW ROOF DECK (OFFICE "D" SIDE) ... .. ........ 0 ®© � ��itstrta1:tits :* 6 m m OF TYPE "X" GYP. BD. UNDERSIDE OF ROOF DEC . (E GENERAL NOTES: 1. SEE 16/A7.1 FOR MEZZANINE FRAMING PLAN AND NOTES. t 2 1 106 I 11 A9.1 5 1 20 CP7 1 i < CC -2 > L r- — STORAGE 'C' ® 12 CC -2 12 JANITOR I 110 I 1 ®i 111 gj ( CC-2 > DOWN z OFFICE °a' _ M <VSF -1 > OFFICE °A° ' m ELECTRIC •8° 'B' :' ® - ! 05 I STORAGE • 1 2os 1 Gn ® 1 . <CC - 2> STORAGE z 1 1 toss 1 (VCT - 1) I I 112 ( 1141 ' �-_ / 1 201 1 _ _ - —....®� ©�� 05 A9.1 < CPT - 1> �I -- i i STAIRS CORR {� 1 114 1 O1 i �i i GM GM , I ) Gli Aft ilk REF. GET. 8/A8.2 FOR LOCATION OF GROMMET m ®SIM. WO LOCATION CUT -OUTS FOR P4 HANDRAIL P4 P4 (EXTENSION ELEVATION 1 COUNTERTOPS (TYP.) MEZZANINE FLOOR PLAN 04 SERVICE CORE FLOOR PLAN 02 PARTITION TYPES 01 REF.: A2.2 SOURCE: VER. 1.99 1/4" = 1' -0" REF.: A2.2 SOURCE: VER.1.99 1/4" = 1'A" REF.: A2.2 SOURCE: VER. 1.99 1/4" =1' -0" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS I Prototype Version 1.99 999636 01/03/00 = 4ADDENDUM �® Profewloaal of 70 ST REM # ` �e d practicln9 c ira "al. • RE i. SHAW ASHINGTO HAW p OFES9OIIAL OF RECORD PHONE 314 - 821 -1100 08/10/01 4702 DRANING 1111E ENLARGED OFFICE AND TOILET PLANS A7.2 DEFLECTION PARTITION ALIGN NOTE: 1. COORDINATE INSTALLATION W/ AIR CURTAIN MFt,. RECOMMENDATIONS 2. PAINT ALL EXPOSED STEEL PTD -1 3. COORDINATE WIND GIRT SUPPORT W/ STRUCTURAL PLANS. 1/8" STL. CAP PLATE TS 4x4x 1/4" ATTACHED TO TS BEAM W STL ANGLE 4x4x3/ " - WELD TO TS BEAM & TS 4x4x1/4" ALL - THREAD ROD SUPPORTS W/ MET. SLEEVE COVERS TYP. @ BOTH ENDS OF AIR CURTAIN NOT USED REF.: A2.2 SOURCE: VER. 1.99 T.S. EMBED POST WELDED TO 10 "x10 "x1 /2" 2' -0" i _ BASE PL. i 1/4" COMPR. FILLER 1 1/2" 3 1/2" /— / SAWCUT EXISTING CONC. SLAB DRILL & EPDXY #4 DOWEL - MIN. 6" EXT. EXIST. SLAB '-MET. SHIMS AS REVD TO PLUMB (4) 3/8" DIA.x 3 1/2" EPDXY BOLTS FTG. - 24 "X24" X 8" 04 TS REINF. EMBED DETAIL REF.: SOURCE: VER. 1.99 1 1/2" =1' -0" REF.: REF.: 1 1/2" STOREFRONT PLAN DETAIL SOURCE: EXIST. PANEL VER. 1.99 - ATTACH ENTRY TO STOREFRONT MULLION 1 1/2" = 1'.0 TS. 8X4 EXIST. PANEL 1 112" = 1' L. BASE BED I SEALANT IN. FLR AS CHED. XISTING LAB NOT USED REF.: NOT USED REF.: NOT USED REF.: I TERMEDIATE HORIZONTAL AL. SECTIO i SUL. GLAZING (08800) REF.: SOURCE: VER.1.99 SOURCE: VER. 1.99 SOURCE: 02 STOREFRONT SECTION DETAIL EALANT — NEW OR EXISTING SOURCE: VER. 1.99 16 3 " =1 01/03/00 '4ADDENDUM #1 _ [ -_ -_ ®MI s- Prototype Version 1.99 999636 EXSIT. WD. PURLINS 3 "x3 "x1/ 4" STL. ANGLE BETWEEN WD. PURLINS /8 48" O.C. ATTACH TO PURLIN w/ 1/2 "x3" LAG BOLTS (ATTACH STUD TO ANGLE w/ (2) TEKS SCREWS) SIDELITE 3/8" THK WD. ' LR. T.O. FIN. FLR. (VESTIBULE SIDE) DETAIL SHOWN AT INTERIOR AUTOMATIC SLIDING ENTRANCE DOOR / EXTERIOR CONDITION SIMILAR. DOOR OPENING ENTRANCE DOOR SECTION DETAILS REF.: SOURCE: VER. 1.99 NOTE: SEE 4/A8.1 FOR BASE CONDITION 1/2" RISER /CLOSURE BY DOOR UNIT MFR. T.O. FIN. FLR. (VESTIBULE SIDE) 1/2" THRESHOLD, (1:2 MAX. SLOPE) BY DOOR UNIT MFR. IN SEALANT BED (AT EXTERIOR DOOR UNIT) ENTRANCE MAT (IN VESTIBULE) (10500) ON CONC. %I - " ----- - SLATWALL TRIM (10300) SLATWALL (10300) ON 5/8" PLYWD. ON 7/8" X 20 GA. F.C. TO 14' -0" A.F.F. MET. FRAMING W/ MIN. DEPTH REQ'D FOR ELEC. OUTLET, WHERE REVD PER ELEC. DWGS. SLATWALL FURRING @ COLUMN REF.: A2.2 COL. REF. STRUC. SOURCE: VER. 1.99 15 3" =1' -0" 1 1/2" =1' -0" REF.: 6 5/8" 20 GA. MTL. DEFLECTION TRACK TO FIT OVER GYP. BOARD. ATTACH TO EXISTING WOOD PLANK DECK w/ (2) #14 SHT. MTL. SCREWS PER STUD. 6" 20 GA. MTL. RUNNER TRACK ATTACH TO 6" STUDS w /(2) #14 SHT. MTL. SCREWS. DO NOT ATTACH TO DEFLECTION TRACK 3 5/8" 20 GA. MTL. STUD BRACING ATTACH TO ANGLE W/ TEK SCREWS RETAIL SIDE F.O.F. J -BEAD CAULK TYP. REF.: ALIGN F.O. AL. W /SALES AREA PARTITION F.O.F. TYP. INT. STOREFRONT JAMB DETAILS U) CORNER BEAD & CAULK TYP. 10 INTERIOR STOREFRONT DETAIL REF.: PARTITION SUBSTRATE AS SCHEDULED SLATWALL SCREWED & GLUED TO SUBSTRATE) CONCEAL #8 TRUSSHEAD DRYWALL SCREWS BEHIND INSERT TYP. VINYL BASE ATTACHE TO SUBSTRATE SECOND FL. FIN. FLR. SECTION SOURCE: VER 1.99 L ALIG SOURCE: VER. 1.99 SEALANT P. LAM. COUNTERTOP (06200) 1/4" SHIM & SEALANT BOTH SIDES CONT. 2x4 BLKG. PTD. TO MATCH WALL 05 SLATWALL / BASE DETAIL 11/2 " =1' -0" REF.: SOURCE: VER. 1.99 SOURCE: VER. 1.99 19 3/4" =1'-0" CAULK TYP. 14 3" =1' -0" 3" =1'-0" VESTIBULE AIR CURTAIN /STOREFRONT REF.: 09 VESTIBULE DETAIL REF.: SOURCE: VER. 1.99 2x WD. CONT. 2x4 WD. CONT. 1x3 WD. CONT. .032 AL. CLADDING OVER BUILT -UP WD. ASSEMBLY. (2) 2x8 W/ 3/4" PLYWD. SPACER 110' -9" T.O. AL FRAME CONCEALED HSS EMBED POST BEYOND 4 1/2" x 4 1/2" AL HEADER W/ STL. REINF. BY STOREFRONT MFR. FOR 10 PSF INTERIOR LOAD VESTIBULE CORNICE DETAIL REF.: SOURCE: VER. 1.99 T.S. 2.5x2.5x3/16 EMBED POST TO 10' -8" HGT. ABV. CONC. SEE 3/A8.1 FOR FTG. DETAIL SECURE AL STOREFRONT TO T.S. W /CONCEALED FASTENERS THRU SOLID CONT. WD. BLKG. SOURCE: VER. 1.99 18 3/4' =1' -0" 08 3" =1' -0" SEALANT ALUMINUM STOREFRONT MULLION - EXTEND TO GRADE ATTACH ENTRY TO STOREFRONT MUWON AUTOMATIC SLIDING ENTRANCE UNIT STOREFRONT PLAN DETAIL ALUMINUM STOREFFRONT MULLION - ,EXTEND TO GRADE ALUMINUM COVER BY STOREFRONT MFG. SHIM AS REQUIRED T.S. 8" X 4" - SEE STRUCTURAL PLANS SEALANT ALL SIDES ALUMINUM STOREFRONT ALUMINUM STOREFRONT SEALANT ALL SIDES ALUMINUM COVER BY STOREFRONT MFG. SHIM AS REQUIRED T.S. 8 "X4" -SEE STRUCTURAL PLANS SEALANT ALL SIDES ALUMINUM STOREFRONT SEALANT P.T. 2 X 6 BLOCKING VERT. SHEATHING E.I.F.S. 0 STOREFRONT PLAN DETAIL P.T. 2 X 6 BLOCKING VERT. SOURCE: VER. 1.99 SOURCE: VER. 1.99 TS. 8X4 J -MOLD 17 1 1/2" = 1' -0" D2I l`_'7Lz1g ©CD 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS I I tz ce LU 0 a U 08/70/01 4702 DRAWING TITLE INTERIOR DETAILS A8.1 DEFLECTION EXTEND WALLFIELD ABOVE DROP CEILING 3" FOR WIRING ACCESS 'A 1 /2 GYP. BD. ON 3/4" WD. /P.LAM SHEL --3/4" WD. /P.LAM BACKSPLASH TRACK/ ... 1 PARTITIONS CONT. TO DECK " 1 ' 1 A ::; • .. • ' A . . :� �. . .� . ' • . i 8" STU3-5/8' REF.TA7.2 FOR PART WD. BLKG. 3/4" WD./ P.LAM LAM SUPPORTS 0" O.C. THIS IS MY TEXT ACT CEILING Aii W - PARTIT ION SEE TY „c t -9 WD. ROD SECURE DI ! . ! FLUSH MOUNTED OUTLETS TYPICAL/ REF. ELEC. DWGS. INT. CEILING BEYOND SOFFIT ®TOP \ A_IG\I _ \ SUSP. ACT CEILING III END THRUGH NER PANELS (2) LAYERS OF 3/4" C -D EXT. PLYWD. ON 1 1/2" MET. DECK �;, !) 1 1/4" PLYWOOD DECK SCREWED AND GLUED ON METAL C JOISTS 3/4" B -D PLYWOOD BACKBOARD PAINTED WHITE, ON 3 -5/8" x 8' -0" MET. STUD @ 32" O.C. VERT. c� FINISH FLOOR FINISH FLOOR SECTION @ WALLFIELD 17 COAT RACK DETAIL 16 NOT USED 18 T.O. FlN. FL /l. • REF.: SOURCE: VER. 1 -99 3/4 " =1' -0" REF.: 04/A7.2, 01/A82 SOURCE: VER. 1.99 1/2 " =1' -0" REF.: SOURCE: VER. 1.99 1 /2' =?` -J` 0 SHELF SUPPORTS _ 110' -6" 3 14" x 3/4" P.LAM. 4' -0° O , SHELF NP. 32" C.C. % Y j h T `SUSP. ACT CLG. T.O. FWj. FL. / f CONT. 115CSJ14 LEDGER ON 4 I SIDES. .^, 4" P.LAM BACKSPLASH 3/4" COUNTERTOP LAM 3/4" x 3" WD. /P.LAM. FIN, Fl R. . a. .. ... - a 100' -0 0 .. 3/4" WD./ P.LAM. SUPPORT (TYP.) SERVICE CORE SHAFT SECTION 14 NOT USED 13 OFACE "F" ELEVATION 11 REF.: A7.2 SOURCE: VER. 1.99 3/8 "'= 1' -0" REF.: SOURCE: VER. 1.99 I 1/4" =1' -0' REF.: 04/A7.2 SOURCE: VER. 1.99 1/2" =1' -0" DEFLECTION TRACK/ F.O. WALL LOCATE SOAP SEAL PROVIDE DISP. W/ MATERIALS CLEAR SILICONE AR VERT. SHELF SUPPORT ® 32" O.C. 14 "x3/4" P.LAM SHELF 3" WIREWAY -REF. DET. 08/A8.2 I 3/4" WD. /P.LAM BACKSPLASH T BLOK/2Pm. O MATCH WALL DIA. WIREWAY CUT -OUT SUPPORT / ®' 4'- O" " O.C. .:. ' PARTITIONS CONT. 1- I '� II ` TO DECK �� SPOUT SINK EDGE /a" wn - /P_I AM COUNTERTOP I _ TO DECK CONT. O 2 X 2 X 1/8" I 2x4 CONT. WD. BLKG. SCALD GU/ FIN. FLR. „0 — ,Z „Z /l L—,C SHELF BRACKET 8c SUPPORT (TYP.) P.LA.M COUNTERTOP 2 . -6 " A -2 ° m 0 l 18' -6” CLEAR MIN. (TO BOTTOM OF EXISTING STRUCTURE — Fl LD VERIFY) \ I - l �hB.O S FFl� T �81 T`P CLG. BEYOND ANGLE ATTACHED TO EXISTING WOOD PURLINS ®48" O.C. W/ 1/4" X 2" LAG BOLTS & BACKSPLASH I F.O. BACKSPLASH N 2x4 SUBFRAME W/ �� ■ � � 6 _ CUT DIA. O WHITE PLASTIC GROMMETS 808NIW '0'0 s i� k 4 „,_,, '810 - 3" i 4 I�I _ ' It CUT-OUT I� L / X117 -10 ALUMINUM HANDRAIL & FITTINGS (10300) SUSP. ACT CEILING , � 1/4" PLYWOOD DECK SCREWED AND GLUED ON METAL C JOISTS T.O. FlN. FL 1'-0" 2' I 1' -0" (OPEN) V is ' iI CLR. ��■� M TYP. X MIN. CO END FULL LENGTH MIN. ® END FIN. FLR. CO UNTERTOP DETAIL 08 LAVATORY COUNTER DETAIL : 07 COUNTER WITH SHELVES DETAIL 06 R .. SOURCE: VER. 1.99 3/4 " =1' -0" REF.: 02/A7.2 SOURCE: VER. 1.99 3/4 " =1' -0" REF.: SOURCE: VER. 1.99 3/4 " =1' -0• 48" z .� _�� J CARPET I 110' -6" a LANDING (09680)I 7 0, ® IRE RESISTANT N WOOD FRAMED. AND LANDING I 8.0. SO FFlT 108'_6 20 "Dx 3/4„ WD. / P.LAM SHELVES W/ ADJUSTABLE SIDE 14 "x3/4" WD./ P.LAM MET: SHELF BRACKET SHELVES z o t GI n J .— E1 1" FILLE• >� P. LAM. COUNTE OP/ 4" BACK: PLASH & SIDEW - LL RETURN 06200) \ - M 1" FIL ER N--- n \- e '- > 12" D WALL CABINET W/ ADJ. SHELVES (06200) B.O. SO 1 wSTAIR N N ' LANDING } �i07' -4 T.O. i SUSP. ACT CLG. GYP. BD. SOFFI o w r I ANDRAIL 1 (TYP.) &SUPPOR TYP. REF. ELEC. DWGS. FOR WALLFIELD LAYOUT r Il \ I 58 TX G. BON /8MGY TO BOTTOM OF STAIR STRINGERS - \ // /' / j ) 0606 ? BD. O� 3 5' RAMI (� 24' O.C. � ' =i �' -_ ; '� 1� MICROWAVE SPACE I� � I C 3' / f (10300). Q 2 9 ...- 3/4 WD/PLAM \ SINK p \ `` BACKSPLASH I -__ -j - I I� 4" WIRE CAB. PULLS (08710) 24 "D T.O. FIN. FL 1 •_ \ a " �- .. .. ... .... ./ 2X FIRE RESTS .' 2X FIRE RESIST. READ W/ 3/4' '/ WOOD FRAMED. CONCRETE HAUNCH TYP. " -YWOOD FIN. STAIR STRINGER ND 2X RISER AND CARRIAGE n n .� :. 100'-0" n.,_,,, n n A i. n n n �. .. n .. S. CLK. P / —C �- \ \ \` N I 3/4" WD. /P.LAM SUPPORTS BASE CABINET STANDARDS AND CLIP I BRACKETS VB - 2 "SERVICE CORE" SECTION 04 OFFICE "E" ELEVATION 03 OFFICE "D" ELEVATION 01 REF.: A7.2 SOURCE: VER. 1.99 3/8 " =1'-0" REF.: 04/A7.2 SOURCE: VER. 1.99 1/2 " =1' -0" REF.: SOURCE: VER. 1.99 1/2" =1' -0' C 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DRAWING TITLE INTERIOR DETAILS A8.2 FINISH NOTES: 11/2" 2; X - BAGWELL ARM RFFVF CO. BBW125—i 21B 4" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS —ALL INTERIOR SURFACES — WHITE MELAMINE —ALL EXTERIOR SURFACES — WHITE MELAMINE —ALL WORK SURFACES — P. LAM. #D -351 DESIGNER WHITE — SLATWALL MATERIAL — NEW DIRECTIONS — BUMPER GUARD — BOSTON BUMPER SERIES 50, BLACK —ALL DRAWER SLIDES — ACCURIDE #7800 # —ALL HINGES — GRASS 120 DEG CONCEALED HINGES —ALL PULLS — 96mm WIRE PULLS (BRUSHED ALUMINUM) r BAGWELL ARM REEVE 1 BBW125 -1: — — I � � � " . _ —SHELF STANDARDS & BRACKETS — K.V. BRAND LOCKS — BAGWELL ARMS — REEVE CO. — CONTRACTOR TO PROVIDE VB -3 AT CUSTOMER SERVICE REMOTE SERVICE DESK, AND REGISTER BAYS (CASH WRAP STORE FIXTURES) — SELF LOCKING TYPE DESK, - l ICI II // I IW .0',■- . 4 1. - SERVICE DESK SECTION 18 CUSTOMER SERVICE DESK SECTION 17 CUSTOMER SERVICE DESK SECTION ' SOURCE: VER. 1.99 3/4 " =1 REF.: 04/A8.3 SOURCE: VER. 1.99 3/4" =1' -0" REF.: 04/A8.3 SOURCE: VER. 1.99 3/ POLE LID PULL 96mm WIRE PULL HINGED DOOR lki ' ` ,....„„ 4 I 23 3 WIREWAY THUMB PULL STORAGE BEHIND HINGED UD �® ,,, ,,, "�� kl, '..= — ACCURIDE SLIDE TRASH FLIPPER DOR 120 deg e` .11141.,..- ♦ REMOVABLE t FOR HOLDING I RLGS HINGED w THUMB 3" WIREWAY �/ 111 ( 44 e ♦ L Iv 3" WIREWAY —t CUSTOMER SERVICE DESK ISOMETRICS 14 CUSTOMER SERVICE DESK SECTION 13 CUSTOMER SERVICE DESK SECTION 12 CUSTOMER SERVICE DESK SECTION REF.: 01/A8.3 SOURCE: VER. 1.99 N.T.S. REF.: 04/A8.3 SOURCE: VER. 1.99 3/4" =1' -6" REF.: 04/A8.3 SOURCE: VER. 1.99 3/4" =1' -0" REF.: 04/A8.3 SOURCE: VER. 1.99 3/' 29 1/4" 2' -0 3/B" 25• . rte. FILE DRAWERS w/ HEIGHT 96mm WIRE PULL 3C SLIDES 23" 3" WIREWAY I ,� S ELF LOCKING L OCK ACCURIDE 3" WIREWAY SELF LOCKING LOCK 5mm SHELF PINS i i I ! I LETTER SIZE FILE HOLDERS G� � ® �f D IS RIBU ON: BID /PERMIT 7 DATE: 12 00 HINGED DOOR G 20 ° I ■���, �� . 01/03/00 = , M } ��■ ; BOSTON BUMPERS [AD I - i ll - LIME ® 4 1 E I I crrof ELEVATION D ELEVATION C AUG 0 CUSTOMER �� za 3 /a" zs" ' ® , . '4:111V �I � T 24• FA T 8' 7 3/4" SERVICE DESK SECTION 07 CUSTOMER SERVICE DESK SECTION 06 : , T T IN: REF.: 04/A8.3 SOURCE: VER. 1.99 3/4" =1'•0" REF.: 04/A8.3 SOURCE: VER. 1.99 3/4" =1' -0" 192, a ARCH. PRO 999636 PROJECT BBBXXX X •y I I MSD D 24" CCB � _ ' I \ r 4702 GIs ER ' p P R.SHAW OFwaswecTON ; AW 4- 2s° 4s 1/a HINGED TOP �EN OPEN OPE ■ zs" � � + FIFIGi3GoO� MIZIMMI •' OPEN � . ®-1 C OO - I I �� F L IP DOWN DOOR f MEM N ■■�-- ..r. 3 WIREWA - 9 MI P • � • 8 OF RECORD PHONE 314 -821 -1100 MIMI' II. / PULL 24' 401/ 4 I , 127 0s /10/01 OUT I 4702 �{ FILE DRAWERS 'E SHELVES. lit. DRAx1HC " CUSTOMER LETTER SIZE w/ TYP. ALL EQ. HEIGHT PULL OUT KEYBOARD FILE HOLDERS ELEVATION B ELEVATION A TRAY. CLEAR SERVICE DESK DETAILS SIDES 3' MINIMUM CUSTOMER SERICE DESK PLAN 01 A8.3 CUSTOMER SERVICE DESK ELEVATIONS 04 REF.: 0158.3 SOURCE: VER.1.99 3/8 " =1' -0" REF.: A2.1 SOURCE: VER.1.99 1/4 " =1' -0 " ALUM. PANEL TO E w/ AIRCRAFT CABLE PAINT WALL AT EXTERIOR STOREFRONT BENJAMIN MOORE, REGAL AQUA PEARL 13 )#310 COLOR #01 WHITE Y 2t' -t0 5/8" LEGEND PAINT WALL AT EXTERIOR STOREFRONT BENJAMIN MOORE, REGAL AQUA PEARI #310 COLOR #O1 WHITE PAINT WALL AT EXTERIOR STOREFRONT BENJAMIN MOORE, REGAL AQUA PEARL #310 COLOR #01 WHITE .2 E WALL COVERING TRAFALGAR, FOG #G169025266B CONTACT: LARRY SHAGAWAT 1- 800 - 347 -0550 . EXT 249 GYBD. PAINTED "X2' n '' RELIEVE 1 � N PVC LETTERS SUPPLIED ✓� DISPLAY PANELES TO TRANSITION 9 • STRIP BBBY al (5) DUP�L THREAD SCREWS (TYP 6 THAN YOU FOR SHOPPING - u Y lT TRANSITIONASTRIPBY EQ. 12' -0 'TN EQ. ' EQ. 4' -0' ' 4' -0° 4' -0° REFLECTION O I ��� IliIM , r CO L. ON OPP. WALL • / / / Al f/wELcOMETOf F> � // Aw 4 • _ 1,1: ! S j AIPLM EQ. 9' -0" EQ. o \--r I r -- - - NOTE: I I I I I 1 1 II i__ 1 - - -� -- J 1 PAINTED WHITE 1"X3" PANTED WHIT SUPPLIED &INSTALLED BY BBBY ALUM. PANEL TO BE DESIGNED & FABRICATED BY SIGN VENDOR I , WALL COVERING - � �,____� - - - -, • , ► y % G „i/ i,, i il it il ll ► ll ill % I/. i/ �, ,,,, /�i ill ��/ „�jl' 4 .. ���l �l /,i 11 ,�,,,, A. 12 -0" , WALL BUMPER SERIES 2000 4” RESILIENT COVE BASE COLOR #129 COOL GREY MERCER #103 EXPRESSO (TYP) A.F.F. , , , I 4" RESILIENT COVE BASE WALL BUMPER SERIES 2000 COLOR #129 COOL GREY I MERGER #103 EXPRESSO (TYP) SIGNAGE 24 DISPLAY WINDOW ELEVATION 23 TRANSITION DTL 22 VESTIBULE ELEVATION' I 21 VESTIBULE ELEVATION 20 SOJ C IL -LIBNO 1/4" =1'-0 REF.: SOURCE: VER. 1.99 1/4' =1' -0' SOURCE: VER. 1.99 114•=1' - O • REF.: SOURCE: VER. 1.99 1 1/4` =1' -0 REF.: SOURCE: VER. 1.99 1/4' =1' -0' SANITARY NAPKIN DISPOSAL (WOMEN'S TLT. ONLY) EA. CONCEALED CONCEALED ACCESSIBLE TOILET CT -3 ON BLKG. BLKG. LEVER OPEN FLUSH /WIDE SIDE OPEN TOWEL CT -4 TYP TYP. CONCEALED BLKG. TYP. DISPENSER & 5 TILES WASTE RECEPT. • TYP'r 36 \ . :C: . ii {° (CT -3 I _ G' ■ ■:�� r F n STALL . I L 7 MAX. Y ■■ ■ � - � x I N FL J CT3 -- ( TYP. -- w ICI o z - Q� IIM g ■ is , + � � ■ URINAL TOILET ELECTRIC WATER SEAT COOLER COVER DISPENSER EA. STALL BED TOILET T OWEL TISSUE DISPENSER DISPENSER & EA . WASTE MIR BABY 60 "x30" CHANG STATION LOCATIONS -- `, \ \ CT -2) ( ELEVATION 3 SCALD V ELEVATION 4 STALL RECEPT. BATH & BEYOND STANDARD ACCESSORIES (CT -2) ELEVATION 1 ELEVATION 2 GUARD - BABY CHANGING STATION TYP. FOR BOTH WASHROOMS WASHROOM ACCESSORIES 19 WASHROOM ELEVATIONS 16 REF.: SOURCE: VER. 1.99 1/4" = 1' -0" REF.: SOURCE: VER. 1.99 1/4" = 1' -0''. UV HSS EMBED TUF POST W /AL GUARDS TYP. WALL BUMPERS 0 SIDE WALLS COVER TYP. (10300) CORNER GYP -PTD -2 (GYP- PTD -2) ( GUARDS TYP. T.G. T.G T.G. T.G. � T.C. T.G. T.G. T.G. -')— EQ. Ea. VWC -1 T.G. o T.G. h (VWC 1� a -1) T.G. T.G. i+ T.G. T.G. T.G. 1. GYP -PTD -2 4 TILES TILES ■■ ■ ■■ o U .. TGL I T.G. TG. I TG. .. ::'T: .. T.G. L T.G. T.G. T.G. RUBBER TREADS & ELEVATfON 4 RISERS - <VB -2)- E0. 9' -0 UNIT E0. , 3 ' -4 I/ 9' -0 UNIT - "IrEir 4WD CM ELEVATION 3 ELEVATION 2 ELEVATION 1 TERMINATE WALL BUMPERS CORNER GUARDS, TYP. (10300) ELEVATION 1 ELEVATION 2 I -7 3 /a• SF02 SF03 (09650) — VESTIBULE ELEVATIONS 14 ,� CORRIDOR ELEVATIONS 11 REF.: SOURCE: VER.1.99 1/4 " =1' -0" —T"M._T- ,�_ '• REF.: SOURCE: VER.1.99 1/4" =1' -0" . ■ 1 WINDOW FILM, TYP. ALL INT. GLAZING @ SERVICE CORE 'AP . WINDOW FILM, TYP. (08800) — ® i4 Guram T.G. T.G. T.G. T.G. T.G. T.G. T.G. 09 T SIikTWALL T.G. , Ista41 _ T.G. (GYP- PTD -2) SFOS COM 51-06 fi i ®A FLOOR ELEV. (SLW -1) SLATWALL CORNER TRIM NMI: ELEVATIONS 2 & 3 ARE SIMILAR TO ELEVATION 1 , ELEVATION 1 sfuotp CLG. S AP 60ED I1A ` al b591170 •SERVICE„CQRE 1UU7 /� 00 JAN 2 3 211J1 - -- - OPEN 1�7 " -0"� OPEN TYP. PAY PHONE ltde "' °r l � 2•-S"/ ELEVATION 4 GYP -PTD -2 '®` (RETURN) 4 Q° EXTEND VB -1 6" ELEVATION 1 ELEVATION 2 PAST FIXTURES OFFICE "A" ELEVATIONS 05 SERVICE CORE ELEVATIONS 01 REF. SOURCE: VER. 1.99 1/4" =1' -0' REF.: SOURCE: VER 1.99 1/4' = 1'-0" 10877 WATSON ROAD : - ST. LOUIS, MO 63127 PROJECT MANAGERS'` LLJ 00 08/10/01..• 4702 .... DATE: 01/09/00 07/12/0 , O WEER • wz�� c� ORAMNO IIRF INTERIOR ELEVATIONS AI • • • • • • II U U U r P rer P 11111P loorA subs ICI .IIIIIIHIIIIIIIIII ._ �r . IinmiimmiuUnnnuii� FA JE I I 1/ 1 i 'is i3, ,r i 38.125' 33.125' 2 0 I } 38' 38' 6 STANDARDS 0 8.5' = 51' 25' 25' 10 COMPACTS 0 8' = 80' t 24.75' 8 ' PAINT - OUPING T (S I.C.) EXIS NG S TRIP REMOVE EXISTING BOLLARDS (N.I.C.) REMOVE E C O OM W S 1111111 X W 7 1 NG 10 COMPACTS 0 8' = 80' 9 COMPACTS 0 8' = 72' EXISTING TENANT SPACE EXISTING TENANT SPACE LA 8' R LA REMOVE AND WA VE 10 COMPACTS 11 COMPACTS 0 8' = 88 REMOVE EXISTINRETE G ASPHWALK ALT AND CURB AND CONCR FOR NEW CONC �ma c 1 I I EXISTING TENANT SPACE - - - — - ---- - -- T' - - I I I I I I I I I I REMOVE EXI MP I I I REPLACE PEI{ SHE A2.2 I 1 1 - A L -t- MPACT 16' 0 8' 12 COMPACTS 0 8' = 98' REMO EXISTI 24' 0 E 5 REMOVE EXIST PARKI G SIG S. ING HANDICAPP GPA 'HINT KING 3 HC = 35' 8 STANDARDS 0 8.5' = 68' 3RIPI1 G 7' \, 4 COMPACTS 0 8' = 32' T 1I 11. ■■UI ■UIUUU ■ ■•U•UEMUIU ■ICE■ =EMMEN= - - m m■mmum D2000 REMOVE OR PAINT - OUT EXISTING PARKING STRIPING a'l PLAN ■IP NORTH TO EX EMAIN LANDSCAPING REMOVE EXISTING TREE AND EXISTING LANDSCAPE ISLAND (176 SQ. FT.) EXI LANDSCAPING TO MAIN REMOVE EXISTING SIDEWALK, CURB RAMP AND BOLLARDS THIS AREA, REPLACE WITH ASPHALT TO FORM LEVEL PARKING SURFACE. EXISTING STANDARD SPACES EXISTING COMPACT SPACES EXISTING ACCESSIBLE SPACES MMEMMUMM EXISTING PARKING SPACES (TOTAL) EXISTING SITE /DEMOLITION PLAN REF.: 38' SOURCE: VER. 1.99 01 N.T.S. IMQ2gO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS • EXISTING DEMOLITION /SITE PLAN 38.125' 33.125' NG STANDARDS NEW SIDEW LK AND STAIR SEE 15/ A 1.1 RE— STRIPE XISTING PARKING A NOTED 10 EXISTING COMPACTS ® 8' = 80' RE— STRIPE EXISTI PARKING AS NO (N.I.C.) NEW RAMP AND RAILING SEE DTL. 14/A1.1 LEASE SPACE GROSS FLOOR AREA: 20,196 SQ. FT. • • ......'.'. ,SPACE, , - 4' . • ..... A .. r •...11.... EW CJRB R • MP EE 2/A1.1 10 COMPACTS ® 8' = 80' 9 EXISTING COMPACTS ®8' = 72' COMPACT 27' —O" NEW CONCRETE WALK NEW CONCRETE RAMP SEE 02/A1.1 GRACE 2 SQ. FT. CLOSET: 47 SQ. FT. EXISTING LANDSCAPE PLANTER, PROVIDE NEW CURB ® NEW PLANTER EDGE RE— STRIPE EXISTING PARKING AS NOTED CONC W- TO EMAIN HC 9 COMPACTS ® 8' = 72' 6 NEW STND. ® 8.5'(MIN.) X 19' = 52' EXISTING RAMPS (NEC.) . ®8' =24' 6 EX. STANDARD 3 EX. COMPACTS @ 8.5' _ EXIS NG S TE EL TO ' EMAIN UNL: SS NOTED 0 9 EXISTING COMPACTS @ 8.25' = 74.25' 13' -3" 30' 7' 12 EXISTING COMPACTS 0 8' = 96' 24.75' 11 EXIST. COMP 5 EXIST. COMPACTS ®8.0' = 40' ■ ■ ■ ■ ■ ■E1 ■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■E1 ■■■ ■ ■1■ EllemPawl liwil ouglimw ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■� PROVIDE NEW STRIPING FOR (3) ACCESSIBLE PARKING SPACES. SPACES SHALL BE 9'X18' WITH (1) 5 -0" (MIN.) STRIPED AISLE BETWEEN 2 SPACES . THE CONTRACTOR SHALL VERIFY THAT THE SLOPE OF EXISTING PAVEMENT MEETS ACCESSIBILITY REQUIREMENTS. PROVIDE NEW SIGNAGE AND WHEEL. STOPS TO MEET THE REQUIREMENTS OF THE ACCESSIBILITY CODE. , CTS ®8.0' =88' 21' -6 alt 1125 \11111111 waiRa�a.�� 6 EX. STNDS. ® 8.5' = 51' 4 EXISTING EXISTING SITE ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE 8.5' 51' ACCESSIBLE PATH OF TRAVEL TO BE RESTRIPED AS REQUIRED. GUITAR SHOP OFFICE: 222 SO. FT. ... ............. . ... OFFICE:. ".'.'.'. 1,015 SQ, FT. . .. ...... .................. ENTRY VESTIBULE: 522 5Q. FT. GUITAR SHOP SALES FLOOR: 13,797 SQ. FT. GUITAR SHOP GROSS FLOOR AREA: 16,373 SQ. FT. RESTRIPE PARKING AS SHOWN PROVIDE NEW SIGNAGE AND WHEELSTOPS TO MEET THE REQUIREMENTS OF THE ACCESSIBILITY CODE CLOSET: 31 SQ. FT. GUITAR SHOP RESTROOMS: 163 SQ. FT. NEW LANDSCAPE ISLAND (182 S.F.) -•GUITAR SHOP STORAGE: - '- '..2,191 SQ. FT:. STORAGE: - 1,492 SQ. FT. 97 44% 117 53% 7 3% REF.: SOURCE: VER. 1.99 1111 1 COMMON' SUPPORT: 2,245 SQ. FT...... ACCESSIBLE PATH OF TRAVEL TO BE RESTRIPED AS REQUIRED. PLAN R B ECERRN ED, BATH G/ STORAG & BEYON D ..... ........ ..... ...... ............ - ".. ". "..3.462 SQ. FT.. "..... ". .. ..... . ":. .... .. .. a NORTH BED, BATH & BEYOND a RETAIL SALES AREA 38,019 SQ. FT. BED, BATH & BEYOND GROSS FLOOR AREA: 45,396 SQ. FT. PROPOSED STANDARD SPACES PROPOSED COMPACT SPACES PROPOSED ACCESSIBLE SPACES PROPOSED PARKING SPACES (TOTAL) SITE PLAN A Dloco-2b 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIeunoN: Prototype Version 1.99 BID/ PERMIT /,ADDENDUM n1 z5,CODE REVISIONS °ECFIVFD CITY OF TUKWII ARCH. PROJECT 999636 DRAWN: CCB MIS 3 1 2060 PEarnlT CENTS BBB PROJECT CHECKED: CCB DATE: 01/03/00 D7EP]7OID 8/02/00 clog a 4102 G R ED A4 • ITECT y i RAt.r -r R. 171'7 a. : T` 17 ;,.,,..., : roN LI RAL'P1 -I- R� SHAW RDFES��ySyB5 B IN R IDU M . P R� ONEN 31 82 8/10/01 a7oz DRANING aTLE: SITE PLAN C -1 CD O Cro CO Q 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS TWO WAY COMMUNICATIN !TELEPHONE W/ CONTROLLED ACCESS TO A PUBLIC TELEPHONE TO BE MOUNTED W/ OPERABLE PART NO HIGHER THAN [48" A.F.F. LB -1 LB -1 LB 3 LB -3 LB -5 LB -5 LB -1 L9-3 LB -5 LB 11 LA -1 LA -1 LA LA -3 LA -5 LA -5 LA-1 LA-3 LA -5 LAT-1 712,0g" .... :CD =6 d 2f- 010.c 111 TWO WAY COMMUNICATION TELEPHONE ITN/ CONTROLLED ACCESS TO A PUBLIC TELEPHONE TO BE MOUNTED W/ OPERABLE PART. NO HIGHER THAN 48" A.F.F. �RIGONAI OF RECIXiD NE: 314-So E T U F P -12 WP /GFI LD -13 r _ _ _ OFFICE "D" OFFICE "C" OFFICE "B DO E.5 F F.5 G a ? 1 ? 1 LC 23 C-24: P _, C 25 L RTU • ... I �LA-22 19 R 0 0 0 0 0 NOTES NOTES FOR THIS DRAWPIG 1. ROOF TOP UNITS DISCONNECT AND GE CONVENIENCE RECEPTACLES WILL BE FACTORY MOUNTED BY MANUFACTURER. 2. DISCONNECT FOR GAS UNIT HEATER AND EXHAUST FAN PROVIDED BY THE MECHANICAL SUBCONTRACTOR. 3. CEILING MOUNTED RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. 4. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. 5. "FIXTURE NOTES" CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. 6. CIRCUIT ALL RTU GFl CONVENIENCE RECEPTACLES TO LD -13. FIXTURE NOTES (SYMBOLS ❑1 , Qz ETC.) 1. JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16' -6" AFF FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE CFI DUPLEX RECEPTACLE USING WHITE SJ CORD ONLY ON DISPLAY UNITS AS DIRECTED BY TENANT. RECEPTACLE TO BE WITHIN 12' - OF J -BOX AND 6' AFF. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. 2. ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB AS SHOWN. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE GFl DUPLEX OUTLET USING WHITE SJ CORD, ONLY IN LOCATIONS DESIGNATED BY BBB FINAL LAYOUT. ELECTRICAL SUBCONTRACTOR 70 PROVIDE AND INSTALL WIREMOID NO. 09043 CAT. NO. V20 -C2 IN HARDWARE DEPARTMENT. 4. ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED ON UNISTRUT AT AFF. ALL OUTLETS MOUNTED AT 16' -6 TO BE ON CONTACTORS. 5, JUNCTION BOX MOUNTED PT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE ELECTRRCAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET AT 8' -0" USING WHITE SJ CORD TO DISPLAY. FINAL LOCATION AS DIRECTED BY BBB. 6. DUAL CHAMBERED POWER POLE WIREMOLD NO. SP8ONP620 -2- (SIZE) (20 -1012) T3923 (WHITE) TO JOIST. WiREMOLD BOX NO. 2348 TO ATTACH TO POWER POLE. DO NOT CONNECT TO POS CIRCUITS. 7.ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL UNISTRUT MOUNTED AT 16' -6" AFF THROUGHOUT THE STORE AS SHOWN ON BBB PLANS. B- JUNCTION 80X MOUNTED AT 16'6" AFF FOR FUTURE USE WITH SPECIALTY LIGHTING. PROVIDE POWER AS SHOWN. SERVICE CORE UST FLOOR MEZZANINE) KEY NOTES (SYMBOLS 0 , 0 ETC) 1. OVERHEAD RACEWAY TO REGISTER BAYS. PROVIDE 4" CONDUIT (RACEWAY) AT JOIST FROM CASH ROOM TO REGISTER LOCATIONS AS SHOWN FOR DATA/ PHONE SERVICE. PROVIDE k 6" SQUARE PULL BOX AT EACH REGISTER LOCATION TIED INTO THE RACEWAY ABOVE, AND A 6 SQUARE PULL BOX. ATTACHED TO REGISTER BAY. THE PULL BOX, AT THE REGISTER BAY SHOULD BE MOUNTED UNDER THE FIXTURE AS PER THE. DETAIL PROVIDE 2" CONDUIT FROM PULL BOX AT JOIST TO THE PULL BOX AT REGISTER BAY FOR DATA /PH..1E. PROVIDE PULL STRINGS THROUGHOUT. 2. PROVIDE J -BOX AT JOIST FOR POWER TO REGISTER BAYS. J -BOX'. SHOULD INCLUDE 1 I.G. CIRCUIT FOR EACH REGISTER BAY, AND 1 REGULAR CIRCUIT FOR EVERY TWO .REGISTER BAYS. PROVIDE A PULL BOX AT THE REGISTER BAY, AND PROVIDE A 2' CONDUIT FROM THE REGISTER BAY TO THE JOIST ABOVE. CIRCUITING FOR REGISTER BAY SHOULD RUN THROUGH THE 2" CONDUIT. PROVIDE OUTLETS AS SHOWN IN DETAIL WITHIN THE REGISTER LOCATION. 3. PROVIDE 2 CONDUIT IN CEILING FOR TELEPHONE SERVICE FROM TELCO D -MARK IN ELECTRICAL AREA TO OFFICE 'D IN SECOND FLOOR OFFICE. 4. PROVIDE TWO JUNCTION BOXES AT JOIST AS SHOWN FOR FUTURE REGISTER LOCATION. ONE I.G. CIRCUIT AND ONE REGULAR CIRCUIT. 5. PROVIDE 4" CONDUIT FOR TELEPHONE SERVICE ENTRANCE INTO BUILDING. 6. ROOF PENETRATION FOR SATELLITE INSTALLATION. CABLE TO TERMINATE IN OFFICE DUPLEX V,P GE OUTLET TO BE INSTALLED AT SATELLITE SITE. CIRCUIT TO LD -13. COORDINATE LOCATION WITH ARCHITECT. 7, PROVIDE AND INSTALL WATERPROOF J -BOX WITH DISCONNECT SWITCH. VERIFY LOCATION AND CONNECT TO SIGN AS REQUIRED. NUMBER OF CIRCUITS TO BE VERIFIED WITH SIGN MANUFACTURER. 0, ELECTRICAL SUBCONTRACTOR TO PROVIDE EXTERIOR WEATHER PROOF DISCONNECT (PER CODE) FOR COMPACTOR. AND TO PROVIDE CONTROLS INSIDE THE BUILDING FOR COMPACTOR. ELECTRICAL SUBCONTRACTOR TO MAKE FINAL CONNECTION ID COMPACTOR. 9. HEATED AIR CURTAIN PROVIDED AND INSTALLED BY MECHANICAL SUBCONTRACTOR. INTERLOCK UNITS OPERATION WITH ELECTRIC DOORS, "AC " -1 CIRCUIT TO LA- 12,14,16 AND "AC -2" CIRCUIT TO LA- 26,28,30. 10. PROVIDE JUNCTION BOX FOR AUTOMATIC DOORS. 11. PROVIDE CONDUIT FROM JUNCTION BOXES TO OFFICE 'D' WALLFIELD FOR PAY PHONE SERVICE. SUPPLY AND RUN PULL STRING THROUGH CONDUIT. 12. PROVIDE' CONDUIT 'WITH PULL STRING FROM AUTOMATIC DOORS TO OFFICE 'C' FOR DOOR OVERRIDE CONTROL. 13. PROVIDE CONDUIT FROM JUNCTION BOX TO OFFICE 'C' FOR INTERCOM. SUPPLY AND RUN UL STRING THROUGH CONDUIT. 14. ELECTRICAL SUBCONTRACTOR TO PROVIDE SECONDARY CONDUCTORS AND CONDUIT FROM ELECTRIC ROOM TO UTILITY PAD MOUNTED TRANSFORMER. 15. METER AND C/T CABINET TO BE LOCATED IN THIS AREA. COORDINATE EXACT REQUIREMENTS WITH LOCAL ELECTRIC UTILITY COMPANY. 16. RECEPTACLE DEDICATED FOR DOCK LIGHT' POWER. 17. ELECTRICAL SUBCONTRACTOR TO RUN WIRE (TWISTED' PAIR) FROM NOVAR CONTROL UNIT TO UNIT HEATER TO ENERGIZE AND DE- ENERGIZE UNIT. 18. ELECTRICAL SUBCONTRACTOR TO RUN WIRE (TWISTED PAIR) FROM NOVAR CONTROL UNIT TO ELECTRIC METER TO MONITOR ENERGY CONSUMPTION. 19. CIRCUIT NUMBER FOR REJ'S ARE FOR CLARIFICATION ONLY. EXISTING RTU'S TO REMAIN CONNECTED TO THEIR RESPECTED EXISTNG CIRCUITS. 20. NEW RTU TO DE CONNECTED TO A EXISTNG SPARE CIRCUIT IN EXISTING PANEL FOR RT1'S. ELECTRIC AREA DISTR. /710 Prototype Version 1.99 BID/ PERMIT &ADDENDUM CODE'. COMMENT AUG 3 1 01/03/00 07/12/00 8/02/00 flECEIV X6tlILA CIN Vr � 2000 NTER FLOOR PLAN REF.: 1/16" = 1' -0" KEYPLAN REF.: 01 NO SCALE RECEIVING SALES ARCH. PROJECT# BBB PROJECT# 999636 BBBXXX DISTRIBUTION Prototype Version 1.99 01/03/00 BID/ PERMIT 07/12/00 Pro.slPn rgece 31 • lei 15_ 15 DENTIFICATION AT AREA OF REFUGE. EACH AREA FO ,EVACUATION ASSISTANC SHALL BE IDENTF ED BY A SIGN WHICH STATES ' AEA FOR EVACUATI N ASSISTANCE" AND THE INTERNATIONAL SYM OL OF ACCESS. WITH LEI ERRS r(OT LESS THAN 6 IN HEIGH AND BLOCK TYPE LETTEI)S AND OTHERWISE CONFORM r SECTION 1003.2.8.4 E SIGN SHALL B UMINATED WHEN THE T SIGN ILLUMINA ON IS QUIRED. AND SHALL B NO LESS THAN FOOT CANDLES OR APPROVED ELF ILLUMINATED IONS. 'SIGNS SHALL BE CONNE TEO TO EMERGENCY (ELECTRICAL SYSTEM AN ILLUMINATED AT /ILL TIMES O CONFORM WITH SECA 1903&&€ WITCH GEAFi 24 I 24 � 1 1 1 2111: L0 18 13 1 1 13 ID -16 r I r 1 1 I T 15 15 15 31 15 6.8 i 1/ 1I TF3n pr OFFICE "D „ J— OFFICE "C" I OFFICE "C" 14 14 14 ®D 0 0 PLAN 0 NORTH 0 0 0 0 29 129 NOTES REF.: NOTES FOR THIS DRAWNG 1. ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL HA, UNLESS OTHERWISE NOTED. 2. VERIFY LOCATION OF EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. 3. UGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE OR END OF UGHTING FIXTURE. 4. REFER TO DRAWINGS E3.2 AND E4.1 FOR LIGHTING CONTROLS. COORDINATE WITH BBB PLANS AND SPECIFICATIONS. 5. EXTERIOR UGHTING SHALL BE CONTROLLED BY LIGHT SENSOR (ON) AND TIME CLOCK (OFF) THROUGH NOVAR ENERGY MANAGEMENT SYSTEM. 6. "FIXTURE NOTES' CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. 7. COORDINATE AND VERIFY DIMENSIONS. NOTIFY BBB OF ANY DISCREPANCIES IMMEDIATELY. MIME NOTES (SYMBOLS 01 , Q ETC) 3. ELECTRICAL SUBCONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE BEDDING DEPARTMENT. TRACK SHOULD BE FED FROM CEILING OUTLETS MOUNTED IN AISLE. LOCATION AS PER BBB ANAL LAYOUT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL 4' SECTIONS OF TRACK, HEAD, 75 PAR 30 NFL LAMPS, MOUNTING HARDWARE, PENDANTS, AND ALL REQUIRED PARTS TO MOUNT THE TRACK AT 10' -0" AFF AS PER BBB FINAL PLAN. 9. ELECTRICAL SUB CONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE DINNERWARE DEPARTMENT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL TWO CIRCUIT TRACK, HEADS, 90 PAR 38 SPOT LAMPS, MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH THAT THE BOTTOM OF THE HEADS IS AT 15 -6 ". LOCATION AS PER BBB FINAL PLAN. ° 11)20M - LIGHT FIXTURE IDENTIFICATION AT AREA OF REFUGE. EACH AREA FOR EVACUATION ASSISTANCE SHALL BE IDENTIFIED BY A SIGN WHICH STATES ' AREA FOR EVACUATION ASSISTANCE" AND THE INTERNATIONAL SYMBOL OF ACCESS. WITH LETTERS NOT LESS THAN 6" IN HEIGHT AND BLOCK'. TYPE LETTERS AND OTHERWISE CONFORM TO SECTION 1003.2.8.4 THE SIGN SHALL BE ILLUMINATED WHEN THE EXIT SIGN ILLUMINATION IS REQUIRED. AND SHALL BE NO LESS THAN 5 FOOT CANDLES OR APPROVED SELF ILLUMINATED SIGNS. SIGNS SHALL BE CONNECTED TO EMERGENCY ELECTRICAL. SYSTEM AND ILLUMINATED AT ALL TIMES TO CONFORM WITH SECTION 1003.2.8.5 EXIT SIGN MOUNTED 24" IN FRONT OF HALL EXIT SIGN AT RACKING ELEVATION REF.: SERVICE CORE (FIRST FLOOR AND MEZZANINE) SALES ENTRY VESTIBULE STROBE AND PULL STATION MOUNTED ON FIXTURE, TYPICAL BBB FIXTURES FINISHED FLOOR 06 NONE ELECTRIC AREA C OQOOO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS E2.2 :m wQ � I— NG PLAN , W/ aim I 7 FIRE DOOR FLOOR PLAN REF.: 1/16" = 1' -0" KEYPLAN REF.: 01 NO SCALE RECEIVING SALES ARCH. PROJECT# BBB PROJECT# 999636 BBBXXX DISTRIBUTION Prototype Version 1.99 01/03/00 BID/ PERMIT 07/12/00 Pro.slPn rgece 31 • lei 15_ 15 DENTIFICATION AT AREA OF REFUGE. EACH AREA FO ,EVACUATION ASSISTANC SHALL BE IDENTF ED BY A SIGN WHICH STATES ' AEA FOR EVACUATI N ASSISTANCE" AND THE INTERNATIONAL SYM OL OF ACCESS. WITH LEI ERRS r(OT LESS THAN 6 IN HEIGH AND BLOCK TYPE LETTEI)S AND OTHERWISE CONFORM r SECTION 1003.2.8.4 E SIGN SHALL B UMINATED WHEN THE T SIGN ILLUMINA ON IS QUIRED. AND SHALL B NO LESS THAN FOOT CANDLES OR APPROVED ELF ILLUMINATED IONS. 'SIGNS SHALL BE CONNE TEO TO EMERGENCY (ELECTRICAL SYSTEM AN ILLUMINATED AT /ILL TIMES O CONFORM WITH SECA 1903&&€ WITCH GEAFi 24 I 24 � 1 1 1 2111: L0 18 13 1 1 13 ID -16 r I r 1 1 I T 15 15 15 31 15 6.8 i 1/ 1I TF3n pr OFFICE "D „ J— OFFICE "C" I OFFICE "C" 14 14 14 ®D 0 0 PLAN 0 NORTH 0 0 0 0 29 129 NOTES REF.: NOTES FOR THIS DRAWNG 1. ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL HA, UNLESS OTHERWISE NOTED. 2. VERIFY LOCATION OF EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. 3. UGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE OR END OF UGHTING FIXTURE. 4. REFER TO DRAWINGS E3.2 AND E4.1 FOR LIGHTING CONTROLS. COORDINATE WITH BBB PLANS AND SPECIFICATIONS. 5. EXTERIOR UGHTING SHALL BE CONTROLLED BY LIGHT SENSOR (ON) AND TIME CLOCK (OFF) THROUGH NOVAR ENERGY MANAGEMENT SYSTEM. 6. "FIXTURE NOTES' CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. 7. COORDINATE AND VERIFY DIMENSIONS. NOTIFY BBB OF ANY DISCREPANCIES IMMEDIATELY. MIME NOTES (SYMBOLS 01 , Q ETC) 3. ELECTRICAL SUBCONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE BEDDING DEPARTMENT. TRACK SHOULD BE FED FROM CEILING OUTLETS MOUNTED IN AISLE. LOCATION AS PER BBB ANAL LAYOUT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL 4' SECTIONS OF TRACK, HEAD, 75 PAR 30 NFL LAMPS, MOUNTING HARDWARE, PENDANTS, AND ALL REQUIRED PARTS TO MOUNT THE TRACK AT 10' -0" AFF AS PER BBB FINAL PLAN. 9. ELECTRICAL SUB CONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE DINNERWARE DEPARTMENT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL TWO CIRCUIT TRACK, HEADS, 90 PAR 38 SPOT LAMPS, MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH THAT THE BOTTOM OF THE HEADS IS AT 15 -6 ". LOCATION AS PER BBB FINAL PLAN. ° 11)20M - LIGHT FIXTURE IDENTIFICATION AT AREA OF REFUGE. EACH AREA FOR EVACUATION ASSISTANCE SHALL BE IDENTIFIED BY A SIGN WHICH STATES ' AREA FOR EVACUATION ASSISTANCE" AND THE INTERNATIONAL SYMBOL OF ACCESS. WITH LETTERS NOT LESS THAN 6" IN HEIGHT AND BLOCK'. TYPE LETTERS AND OTHERWISE CONFORM TO SECTION 1003.2.8.4 THE SIGN SHALL BE ILLUMINATED WHEN THE EXIT SIGN ILLUMINATION IS REQUIRED. AND SHALL BE NO LESS THAN 5 FOOT CANDLES OR APPROVED SELF ILLUMINATED SIGNS. SIGNS SHALL BE CONNECTED TO EMERGENCY ELECTRICAL. SYSTEM AND ILLUMINATED AT ALL TIMES TO CONFORM WITH SECTION 1003.2.8.5 EXIT SIGN MOUNTED 24" IN FRONT OF HALL EXIT SIGN AT RACKING ELEVATION REF.: SERVICE CORE (FIRST FLOOR AND MEZZANINE) SALES ENTRY VESTIBULE STROBE AND PULL STATION MOUNTED ON FIXTURE, TYPICAL BBB FIXTURES FINISHED FLOOR 06 NONE ELECTRIC AREA C OQOOO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS E2.2 :m wQ � I— NG PLAN AC I i ' mir _ii i � TYP.i. III ! - -- �' I y dill ,(� I1 I I...._.I._...I AA A.7 8 • © OD �E E.5 PLAN IIIIIIIP NORTH Q OFFICE "Ci\ �Bt OFFICIE II ( 1� I(I 1 ... ................._.........._._ I.............[....................................................... ................�..........___. - -__ ARCH. PROJECT# BBB PROJECT# 999636 BBBXXX DRAWN: CHECKEDA FLOOR PLAN REF.: O O T 7 J -4- -4- 4 3:1 02 ' /16 " =1' -O" NOTES REF.: REF #S NOTES FOR TEAS DRAWING 1. REFER TO DRAWING E3.3 FOR ADDITIONAL INFORMATION. 2. TRACK LIGHTING CIRCUIT IS SHOWN ON DRAWING E2.2. 3. CIRCUITING FOR DISPLAY FIXTURES IS SHOWN ON E2.1. 4. THE FIXTURES SHOWN ON THIS DRAWING ARE INCLUDED IN LIGHTING CONTROL GROUP E. 5. "FIXTURE NOTES' CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. FiocruRe NOTES (SYMBOLS ❑1 , I] ETC) 2. ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB AS SHOWN. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE GM DUPLEX OUTLET USING WHITE SJ CORD ONLY LN LOCATIONS AS PER BBB FINAL LAYOUT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL. PLUGMOLD — WIREMOLD NO. 09043 CATALOG NO. V20 —C2 IN HARDWARE DEPARTMENT. 3. ELECTRICAL SUBCONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE BEDDING DEPARTMENT. TRACK SHOULD BE FED FROM CEILING OUTLETS MOUNTED IN AISLE. LOCATION AS PER BBB FINAL LAYOUT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND NSTALL 4 SECTIONS OF TRACK, HEADS, 75 PAR 30 LAMPS, MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK AT 10' -0' AFF AS PER BBB FINAL PLAN. 9. ELECTRICAL SUB CONTRACTOR TO PROVIDE TRACK IN LOCATION DESIGNATED BY BBB IN THE DINNERWARE DEPARTMENT. ELECTRICAL SUBCONTRACTOR TO PROVIDE AND INSTALL TWO CIRCUIT TRACK, HEADS, 90 PAR 38 SPOT LAMPS. MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH THAT. THE BOTTOM OF THE HEADS IS AT 15' -6'. LOCATION AS PER BBB FINAL PLAN. KEY NOTES (SYMBOLS 0 , 02 Era) 1. ELECTRICAL SUBCONTRACTOR TO INSTALL OWNER SUPPLIED SPECIALTY LIGHTING FIXTURE ON RACKING AS SHOWN AND CONNECT TO OVERHEAD J —BOXES AS FOUND ON SHEET E2.1. 2. ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD (WIREMOLD) # V20 —C2 ON RACKING AS SHOWN. ELECTRICAL SUBCONTRACTOR TO MAKE ALL CONNECTION FROM PLUGMOLD TO OVERHEAD J —BOXES AS SHOWN ON SHEET E2.1. 3. SPOT LIGHTS MOUNTED AT 10' -0' AFF AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX RECEPTACLE ON DISPLAY UNIT IN LOCATION AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING SJ (WHITE) CORD TO JUNCTION BOX. 4. ELECTRICAL SUBCONTRACTOR TO PROVIDE TRACK AND TRACK LIGHT FIXTURES. ROD HANG TRACK AS NOTED ON E1.1 LIGHT FIXTURE SCHEDULE. ELECTRICAL SUBCONTRACTOR TO PROVIDE RODS, CLAPS, ETC. MOUNTED SUCH THAT TRACK HEADS ARE 15' -6'AFF TO BOTTOM. 208o za SERVICE CORE (FIRST FLOOR AND MEZZANINE) K EYP LAN REF.: 01 NO SCALE 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS E2.3 C EpOCV 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS D ISTRIBUTION P rototype Version FOR 01 /03/00 BID/ PERMIT REVISION 1 7/31/00 RICAL SCALE PLANS AND DETAILS E3.1 I - NOTES REF.: NOTES FOR T1-63 DRAWNG 1. ALL GENERAL POWER IN THIS AREA SHALL BE CIRCUITED TO PANEL LA. 2. ALL POWER REQUIRING AN ISOLATED GROUND SHALL BE CIRCUITm TO PANEL B. 3. ALL LIGHTING SHALL BE CIRCUITED TO PANEL HA. FIXTURE NOTES (SYMBOLS 0 , Dm) 6. OVERRIDE SNATCHES TO BE LOCATED IN ELECTRIC ROOM AT NOVAR EQUIPMENT. KEY NOTES (SYIuBOI-S O , O ETC.) 1. 56K DIGITAL CIRCUIT TO HAVE EXTENDED D -MARK INTO OFFICE 'D' IN MEZZANINE FFlCE AREA. 56K CIRCUIT SUPPLIED BY LOCAL TELCO. IF WALLFIELD IS NOT COMPLETED LEAVE COILED IN CEILING. E TRANSFORMERS SHALL BE TRAPEZE MOUNTED FROM STRUCTURE ABOVE ELECTRIC ROOM. 3. VENDING MACHINE RECEPTACLES. 4. BH X 10W X 3/4' STEEL CHANNEL - SUPPORTED PLYWOOD BACKBOARD IN OFFICE 'D' FOR RETARDANT WHILE PRIOR TO THE INSTALLA1ION OF THE PMENT. THERE SHOULD BE APPROXIMATELY 3 CLEARANCE BETWEEN THE PLYWOOD AND SHEETROCK WALL ALL POWER RECEPTACLES MUST BE MOUNTED FLUSH WITH 1TAE EQUI FRONT OF THE PLYWOOD. 5 SINK. CIRCUIT TO PA �OLRA HOT WATER EATER MOUNTED ON SHELF ABOVE MOP 6. PROVIDE RAB LOS1000 WALL • •E ON e ' R TO CONTROL LIGHTING IN TOILET ROOM. COORDINATE EXACT LOCATION IN FIELD WITH BBB REPRESENTATIVE 7. EXISTING RTUP PANEL TO REMAIN AND BE USED FOR NEW AND. RELOCATED RTU'S. COORDINATE EXACT LOCATION IN FIELD YATH BBB REPRESENTATIVE WALL FIELD KEY DIMENSIONS # OPEN #3 OPEN # OPEN #4 OPEN #5 TNANSTAR #6 PATCHPANEL DATA # 8 TOKENEASE PANEL POS #9 KSU OA KSU EXTENSION #10 PHONE BLOCKS (6 SF #71 DOOR BOX CONTROL #12 COMSHARE #13 AMP #14 OPEN #16 TEL. JACKS #16 MUZAK EO EO y EQ ✓ , ®•,•, j j jj I iI IUl R i I IU i ��, , �I � I �, �I� c ) m m m LA LA - 5 LA -23 LA -25 ■ LA_79 E LA_t9 SD • 3 ■ ® El . 2 0 10 ♦ (() IG ; �� 1Bi I I OFFICE 'D OFFICE 'C' OFFICE 'B' -A w °w a w °w v N PE ` \ :' . �'■■.■■ ®� ®' ■ ®'� ®, �' 9 B -19 I�I I"'I �' ®1 'I • (L -21 9 (II 9 E - LA _ 4 a � �\ /�\ /A ii : : : :�_ "I 9A 21 °w ,l1��.'� a !'■ MI ,.. MM �� ® !"'l' I " �� iy ic,l B -10 B -10 B -10 LA -27 -11 L LA -11 LA -27 10 C ® SHARE 5 °w LB -25 73 6 \ ©I Y! L 2S r-� MUZ AK /AM . R 7 �._ i'r'e B -17 g II ili I 23 01 ®111®1 111 LA -7 E B_2 TERMINAL (CLEAR) QO SAFE 4 HIGH 18' I D. 78 ID. 24 X 18 "D _ (I Q `gy pp E !-': p11 III , I UHIIIi E -27 MODEM MIL:I WINDOW WINDOW ADV. SHELVES A1)1311-.A.--- SHE 23 ALL OUTLETS ON WALLFIELD TO BE DEDICATED I.G. CIRCUITS MEZZANINE PLAN - POWER 12 MEZZANINE PLAN - LIGHTING 13 WALLFIELD ELEVATION 14 REF.: )/8' =1' - 0° REF.: 1/8 " •1' -0" REF.: NONE PANEL B PANEL LA LA 15 � ,5 SD O ( �}-�► TYP. _ 23 23 M 35 23 U 35 SECURITY RJ -31X DOOR AGUARD UNIT � 1 ® : - 'OR . F ❑ ® ALARM B 27 'TELEPHONE D -MARK LA LA -15 LA - 15 I 8 LA -15 23 ® I FACT SECURITY PANEL ARM B AL -29 B -31 Mil -' - ‘ 1Y - 23 J _ 23 23 ���333 - II I (I I) LA -17 7T LA-1 B -17 6 e. B 23 .41 35 TYP F7 2 3 D TYP. T-3 II I _ II III 23 I SECURITY ELEVATION 09 FIRST FLOOR PLAN - POWER 02 FIRST FLOOR PLAN - LIGHTING 03 REF.: NONE RFF: I /R " =1' -D " RFF.• =1' -O" I I I I I _1/8" DATA /TELEPHONE IG RECEPTACLE RECEPTAr,LE OUTLET tb--" SERVICE CORE 7 + ^ I (FIRST FLOOR. ■ AND MEZZANINE) ELECTRIC AREA SWITCH GEAR F � I I I I I RECEIVING SALES (�\ ,In ' I L I D EXIR PANEL Ilk illilialli y 41) I I ❑ ❑ 0 0 E _ TELE BD I rim � �' T -1 ABOVE T -2 ABOVE HA LC' LC7' 'LD' I A . NOVAR II% k•' SALES 0 ENTRY VESTIBULE FINISHED FLOOR I I ' I I. ' KEYPLAN 01 ELECTRICAL OUTLET ELEVATION 05 ENLARGED ELECTRIC AREA PLAN 04 REF.: NO SCALE REF.: I/8 " =1` -0" REF.: 14 " =1' -0 C EpOCV 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS D ISTRIBUTION P rototype Version FOR 01 /03/00 BID/ PERMIT REVISION 1 7/31/00 RICAL SCALE PLANS AND DETAILS E3.1 0 O Fl O O O ® OP ® -0 0 O 0 - i O - - O O - - O - - -- 0 NOTES REF.: I NOTES FOR THIS DRAWN° 1. THIS DRAWING IS INTENDED TO BE A SCHEMATIC DIAGRAM TO SHOW THE INTENT OF THE UGHTING CONTROL SCHEME WITH THE GENERAL ELECTRIC TOTAL LIGHTING CONTROL (TLC) SYSTEM. REFER TO DRAWING E2.2, E3.1, AND PANEL SCHEDULES FOR ACTUAL CIRCUITING 2. LIGHTING CONTROL GROUP 'E' IS NOT INDICATED ON THIS DRAWING. THIS CONTROL GROUP IS THE SPECIALTY DISPLAY LIGHTING. REFER TO DRAWING E2.3 FOR INFORMATION REGARDING THESE FIXTURES. • ii _ 711111 �� . � —n —. " 711111 I♦� I I I I I ! Ili ii I I I � � II. I 'ii I 1, ® ,---. Is.... ���� I; : . iiiiiiii I I - 0 1 - � I =I - �11�91 i : �, I -;I I - 1 1 - Z z., 21 = 1 (11111111 INW 1 z., MIN 1 I I I I 1 ft I 1 I I I I I I - 1 _— 8 I I -- o O 5.1 I O I - I , = ; - , I - - - a.1 5.1 0 zO 1 1 I I \ I = I 1 1 I 1 _ / 1 i GE 'TLC' SCHEDULE I ® O — © ! CHANNEL DESCRIPTION FUNCTION PANEL CIRCUITS 1 ��� ® �� M1111 T hi a I EMPLOYEE LIGHTS STAFF HA TC P SHEDULES SHEET E4.1 EMF PLO LIGHTS STAFF HA CUSTOMER DGHTS PUBLIC HA - - I _ Y I : I CUSTOMER UGH. PUBLIC HA DISPLAY LIGHTS PUBLIC LC,LCI,ID [II - X11111 9 I I I -T- I I �_ I B 0 0 © ® O I I 0 0 0 © P 7BOLT 0 © 0 I : 0 I I -T- J - !:' ! 1) / m a 1 - , II, '. - I � 1.111 " i 8 I I I I � 1 I I I I I I I I I I I ( -" -- - r LIGHT FIXTURE HANGER RCKET AS UFACTURED BY METALUX LIGHTING CO., TO BE ATTACHED TO THE TOP OF FIXTURE. THE LIGHT FIXTUR I I I I , ,. ---- H :: ( ��, I ��_ .� . - . O MILLI. n n ri� S r -� • Lid ■aal �' - lvs�T 1 I . -- '- _ �� ` C^J m. _ - - I 00 0 0 0 0; 0000 _ L, 000 _ �, ' 0,0 0O 0 0 p 0,__ O ___Y h O ® z O O L - r U _ - �i m. -- - - __ - - - 00 o © ems i I F � �� A so r� - ' ! IO - - _ o - o - 1 - -- o a _ _AO q O ® _ 00 �0 am 00 vs LIGHT GROUP 'D' 14 LIGHT GROUP 'C' 12 SLIDE BRACKET DETAIL 11 REF.: 1/32 " =1' -0" REF: /32 " =1' -0" REF.: NONE O 0 0 0 0 0 0 CO ..0 2.0 4, O O ® O ® I OD 0 0 FLEX CONDUIT R „o 4 p ,,o ` ', , , 1j : NEEDED ANGLES / �� .� • �• THREADED ROD. BY EC -- . - // SLIDE BRACKET (TYP.) -� j,� �EtJV LIGHT FIXTURE BEAM TO ANGLE HREADED SCREWED Cr I CLAMP TOP OF ROOF FRAMING MEMBER. /� \' �0 CLAMP, LAMP (TYP.) STEEL ROD INTO 'C" (TYP.) w MOM 711111 �' . Iw ,, 711111 _ •" II; _ � I I I , ll,� ° I _�� mil 111116111 1 1 .,lglllll' i /\711111111 1 - 0 I ! _ - 'o ,� _ _ d I z , I 1 I ° I f a I RN z., D - - -Oa I I / // / 1 I -1 B _ -O I O -- - _._ I _ -- _..___.. 1 / \� I / I _ .. _ _ i - B,1 / O ° I I - / / _� _ ° o ° -- - - ° - _ - - - o ° - -I - - 0 ® O H - ' © ® O 0 O 01as MI T 111� ; y i hl ± 1 11 • 1 - L LIGHT HANGING DETAIL 06 II _ - a.1 - - ' 7 ° - REF.: NONE / 1111 . 1 , -. I C OI'1 - "lam ELECTRIC AREA ° I I o o -- I I I ° _- I I o - -- ° ° -_ - I s1 - I 5.1 T- 0 - 1 _ O O 0 © O O D -- I SERVICE CORE ,1 (FIRST FLOOR 4 AND MEZZANINE) R ECEIVING • SALE JC S ' B O I _ - 0 ' o ° I ° Es O ° ° — _ T O 5z _ I CD I RIM =, I 1 sz 0 I ;1 1 ° • r .. - a _ \1111 IF I � ►� Ail= -- - - " a - _ Anil , . I I I I I H 1 ! n 1 I I I .. _ I , : I I I 1 I I I i I I I I I I I __- �r I I ,1111 I I I I I I I �jl} I I I 1. I a Y � � SALES I . 1"mr1r I 0 u ®-�� q ' r.�.r� , - I rr as �', � _ le ENTRY EN1RY L. Ai I _ :: ra;al ,. fxrll _ _ `- � O L , - D O O o o , L A mo. 00 / _ \} ' O,m 00 m��m - ■ ■ O �.1 -__ _ - - _ -_ II m.8 Oo c o ®d®® 00 s0 _ ol so — — o • N I o of - - -__o 1 �__ j - -- - - -. - -- I / 1 CD O 0 OOO 000* O 0 0�-== o LIGHT GROUP 'B' 04 LIGHT GROUP 'A' 02 KEYPLAN 01 REF.: 1/32 " =1' -0" REF.: /32 " =1' -0" REF.: NO SCALE C ©l iAgg 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTIO Prototype Version 1.99 BID/ PERMIT REG nY OF TU AUG _z 2S ARCH. PROJECT" BBB PROJECT 999636 BBBXXX DRAWN: CHECKED �GHTING QUENCING 01 /03/00 SPECIALTY LIGHTING POWER REQUIREMENTS SYMBOL FIXTURE DESCRIPTION ' S E RECOMMENDED 4' SECTIONS PER 20 AMP CIRCUIT DINNERWARE HUTCH 6 - 50 WATT INCANDESCENT LAMPS (375 VA) 4 FLATWARE DISPLAY 6 - 15 WATT FLUORESCENT LAMPS (118 VA) 11 II . STEMWARE DISPLAY 2 - 50 WATT INCANDESCENT LAMPS (125 VA) 12 BATH VIGNETTE 3 - 50 INCANDESCENT LAMPS (188 VA) 8 I I DOUBLE SIGN BAND 2 - 25 WATT FLUORESCENT LAMPS (66 VA) 18 - I I SINGLE SIGN BAND 1 - 245 WATT FLUORESCENT LAMP (36 VA) 35 t ••• -I WIREMOLD #V20 -C2 DISPLAY TRACK MISC. ITEMS (540 VA) TYP. VERIFY 3 VACUUMS - PLACE ON SIGN BAND CIRCUIT ALL - 71 - 21" LIGHTING - 76 LAMPS W/ 25W BULBS 2 - 50 WATT INCANDESCENT LAMPS (125 VA) ALL 12 BEDDING DISPLAY 2 - 50 WATT INCANDESCENT LAMPS (125 VA) 12 ` Ai m Ilir SECTION -SIGN BAND TYPICAL REF.: I 1 I I I 1 r r I I L_J L _J L_J DUVET 111' 1I �II 41. 111 Oi l 1r. 1 rill COVERLETS L r J 15 NONE I `I\, I I \V I C JILTS° DUPLEX CFI OUTLET ,AT END OF CORD SIGN BAND BBB FIXTURE VERTICAL ' PANEL ■ FINISHED F 1•]: ELEVATION-SIGN BAND W /BBB FIXT. REF.: 12' J-BOX MOUNTED AT 6' -6 , 24" ON CENTER, TYPICAL AS SHOWN ON E2.1 - 1 elk I \I L Y J 0 %MITE SJT CORD TO REACH WITHIN 12' RADIUS OF J -BOX AND 6' -0" AFF LOCATION AND NUMBER OF DROPS TO BE DETERMINED AFTER FIXTURES ARE INSTALLED. 1 L_J PRINTS AX. PRINTS I I PATTERN NAME 14 NONE 11 I it l '7 !NW L J REF.: ii : : i wi q;II NNERWARE HII ■ 36' LONG DOUBLE TUBE FLUORESCENT UGHT FIXTURE REF.: PRINTS BEDDING AREA DISPLAY LIGHTING 47 7/8" "I7 18" LONG PIGTAIL WITH FEMALE CONNECTOR PLAN VIEW -SIGN BAND 20 CL OF HEADER FRAMES 1/8 '_0" HEADER CUPS 18" LONG PIGTAIL WITH MALE PLUG 18 NONE e fG HTI N G = D003 Hd SCENT • • • • SHOWER PLAN VIEW -SIGN BAND W /BBB FIXT. REF.: REF.: DISPLAY LIGHTING REF.: 36" DOUBLE OR SINGLE FLUORESCENT FIXTURE SIGN BAND CONNECTORS SIGN BAND VERTICAL PANEL NOTE: ALL SIGN BAND CONNECTIONS MUST NOT EXCEED 6' -0" IN LENGTH. OME DECOR ACCESSORIES POWER SUPPLY FOR LIGHT FIXTURE DINNERWARE AREA DISPLAY LIGHTING 13 NONE 02 =1 i1 TOWELS I I L I I L ra 12 1/8" = 1 . 0 " NOTES REF.: NOTES FOR THIS DRAWING 1. THE ENLARGED PLANS SHOWN ON THIS DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. REFER TO DRAWING E2.3 FOR ACTUAL QUANTITY AND DEVICE REQUIREMENTS. 2. DASHED IN UGHTING FIXTURES REPRESENT POTENTIAL CHANGES IN THE SPECIALTY UGHTING DISPLAYS. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE ADEQUATE CIRCUITING FOR SPECIALTY DISPLAYS BASED ON THE SPECIALTY LIGHTING POWER REQUIREMENTS CHART ON THIS SHEET. REF.: SERVICE CORE ANDST FLOOR MEZZANINE) KEYPLAN REF BLACK, WHITE AND GREEN THHN WITH PLUG AND RECEPTACLE. L NEMA NO. 515P PLUG THIS CONNECTOR ASSEMBLY WILL HAVE A 12 -3 SJT CORD OF LENGTH AS REQUIRED BETWEEN END PLATES. END PLATES ARE ATTACHED TO THE CORD MATH ROMEX CONNECTORS. BY LOOSENING THE SCREW, THE CORD CAN BE ADJUSTED TO THE PROPER LENGTH. OVERALL LENGTH OF CORD WILL BE 51X INCHES LONGER THAN THE OVERALL LENGTH REQUIRED BETWEEN END PLATES. SIGN BAND CONNECTIONS SALES 11 F ENTRY VESTIBULE MALE PLUG FEMALE RECEPTACLE 12 3 SJT CORD LENGTH AS REQUIRED ELECTRIC AREA 02 NONE 01 NO SCALE c CgCaOgO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS m O I= < O C DISTRIBUTION: DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT CITY OF TJKWILA AUG - 2 2000 =NTFG ARCH. PROJECTS BBB PROJECTS 999636 BBBXXX DRAWN: CHECKED: ATB GLR/PJH 01 DRAIN G IITLE: e SP' IA LIGHTING POT R DIAGRAMS E3.3 6010 AC.1 811100 1:4 C OLaOOO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Prototype Version 1.99 • 01/03/00 E3.4 001 TRICAL ETAILS J -BOX FOR POWER MC CABLE FOR I.G. & REGULAR POWER 4° RIGID CONDUIT WIREWAY FROM CASHROOM OPEN 18 O PEN 20 OPEN 19 REF.: NONE Ikk, � s REF.: NONE REF.: NONE 1/2 CONDUIT FOR BANNERS -- I 'i UNISTRUT FOR CENTER \ t % J -BOX FOR DATA /PHONE I REGISTER CABINET -II I BRACING 2 RIGID CONDUIT TO REGISTER BAY NI SLATWALL ENCLOSURE I,' III iN FROM FINISHED FLOOR TO TOP OF "' ' in ii: I� FROM 6° SQUARE PULL BOX (T1'P) MOUNT FINISHED UOP I. O TOP STOCK -I' 8 F m ." 6 T C LINE OF OUTLET AND POT RACKS I- LIGHTS NRTOP 1r o \ SECTION— REGISTER BAY STEPS REAR ELEVATION— REGISTER BAY DATA PULL CONDUIT BOX BOX. ON OUTSIDE CONNECT OF � ,ll -,Z£ ■—■ BBB FIXTURE u =u UNE MAIN AISLE WIDTH VARIES AS PER3LAN !REGISTER BAY ELEVATIONS 11 DATA PULL BOX 13 SALES AISLE ELEVATION 14 REF.: NONE REF.: NONE REF.: NONE LE AOF ROOM TOP SECTION 1 1j;; q � u u 0 0 1 R � � / ,,,�� J o ° HLE TO FCE y I , 40 � V � 0 0 0 0 0 � � � 00 � � � � t O !_ 4 _ 4" RIGID CONDUIT FOR DATA /PHONE t 2 k. 2 RIGID CONDUIT TO UNIT !\O / \� ` BELOW , 0 4,,,,, . •" �I I I \ h �$ 1; t I rte} ` " 0 ° RIGID CONDUIT 6 SQUARE PULLBOX 4 SQUARE PULLBOX F D FLEXIBLE E REQUIRED `t ...... WIREWAY FOR DATA FOR POWER CONDUIT 2000 FROM OFFICE PHONE FOR POWER FROM JOIST � ,� TOP SECTION MIDDLE SECTION , - 4 0 2" RIGID CONDUITS DATA/ PHONE FOR DATA PHONE . 1 ` y g py1 'i f = J 6 SQUARE , _, PULL BOX 0 y FOR DATA /PHONE REQUIRED FLEXIBLE FOR POWER 4 PULL BOX 2 RIGID CONDUIT �'` / 1`_ FROM JOIST FOR POWER FOR / 0" CONDUIT POWER BOTTOM SECTI ON SERVICE DESK: SLATWALL ENCLOSURE PROVIDED BY BBB INSTALLED BY CONTRACTOR BOTTOM SECTION ` REGISTER BAY: SLATWALL ENCLOSURE PROVIDED BY BBB INSTALLED CONTRACTOR BY SERV. DESK SLATWALL ASSEMBLY 10 REG. BAY SLATWALL ASSEMBLY 09 REF.: NONE REF.: NONE DATA /PHON I 4 00 -,.„,* , 4 0 Op \� I a fJ -BOX ON JOIST FOR POWER 1/2" RIGID CONDUIT FOR DATA/PHONE ROUTED IN 2° RIGID CONDUIT FOR POWER . ` !CUSTOMER SERVICE COUNTER 01 REGISTER BAY 03 SERVICE DESK 05 REG. BAY SLAT WALL LOCATIONS 04 REF.: NONE REF.: NONE REF.: NONE REF.: NONE 6010 AC.1 811100 1:4 C OLaOOO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Prototype Version 1.99 • 01/03/00 E3.4 001 TRICAL ETAILS SCHEDULE FOR LD V 2225 X GROUND S. 22 AIC MAIN AT20 BU I 'EQUIP. X MCB 225 A I GROUND BUS 'POLE SURFACE COMMENTS: OCT # SERVES COMMENTS: LOAD VA LOAD VA 1800 BREAKER P TRIP 1 20 BRANCH CIRCUIT 2. 22. 2G3 C. PHASE A B C BRANCH CIRCUIT 2 #12, #120 3/4"C. BREAKER - 20 LOAD VA 1 1800 SERVES SPECIALTY DISPLAY CKT # 2 1 SPECIALTY DISPLAY 3 SPECIALTY DISPLAY 4 1800 1 ®' ra 360 3600 2#12412G 3/4C. 20 1 1800 SPECIALTY DISPLAY 4 5 SPECIALTY DISPLAY •.. 1800 1 m EMMEN. - 3600 2#12,#120 3/4"C. 20 1 1800 SPECIALTY DISPLAY B 7 SPECIALTY DISPLAY 300 1800 1 mngr�.'j ,w.i'Jii� M�ENII��I 3600 2 #12, #12G 3/4C. 20 1 1800 SPECIALTY DISPLAY B 9 SPECIALTY DISPLAY 8 1800 1 MSIng iiS 36 00 2 #12, #120 3/4C. 20 1 1800 SPECIALTY DISPLAY 10 11 SPARE 11 SALES UGHRNG 1101 1 20 2 #12, #120 3/4C. 20 1 540 RECEIVING RECEPTACLE 12 13 RN GFI RECEPTACLE 13 1080 1 MaliraMEMMIIII 1 20 2880 2 #12, #12G 3/4C. 20 1 1800 SPECIALTY DISPLAY 14 15 UH -1 22 24 26 100 1 ®' 1 3420 -. 350 2#12, #120 3/4C. 20 1 250 TRACK LIGHTS 16 17 DOCK LIGHT RECPT l r 1 EMMm 1 2'1Z IN 200 1 ®' FraMEERMIN 450 2 #124112G 3/4C. 20 1 250 TRACK LIGHTS 18 19 SIGNAGE 31 1200 1 ®' SALES LIGHTING - 2 #12, #120 3/4"0. 20 1 250 TRACK LIGHTS 20 21 SIGNAGE ® - -�; 4 - - -, 1200 1 ISMEIMMIERESMI IMMEEZMIll _, -WO 7i'�� 1450 2 122. 120 3 4 20 1 250 TRACK UGHS 22 23 SIGNAGE SPARE 1200 1 m 37 fStlC37r][SL• I1:i 20 1 250 TRACK LIGHTS 24 25 S. ;__.. 38 __ 3600 �S� � _ Mill � i1•Cila Gt,J[ari[S`tJI:iFZ- �� 20 • -a 1 250 TRACK LIGH 26 27 _ _ __ SPARE _ _ _ _ _ 1 ®' 300 TRACK UGHTS f 4896 29 IRGE - - -�__� 12ri � r r •• 30 31 SPECIALTY DISPLAY 7632 1800 1 ®' MBEEMEIMIlliM 3600 3600 MISOMMAINIIIIII �1 MCIMS. _ _ 32 33 SPECIALTY DISPLAY 1 20 1800 1 m 1855 SPEC. DISP. 34 35 37 TRACK UGHTS TRACK UGHTS 35 100 100 7 m 1 m ret ... _ N._�I� 1800 r 36 Y1IBKSY.Sukuti. -I 1800 SPEC. °1ST. ' 38 39 SPARE 1800 1 20 1 • 1111111.110.11 - 20 SPAR 40 41 SPARE SPARE 1800 1 20 2 #12, #120 3/4 "C. 8630 20 1 SPARE 42 TOTAL CONNECTED LOAD (VA)M ____ x18480 12900 I V: ■ :MI_ - .t 'H - 1 20 LOAD (AMPS) 4520 - '® ®' �a TOTAL CONNECTED 20 1 SCHEDULE FOR LC1 VOLTAGE 208 120 V X MLO X EQUIP_ GROUND BUS POLES: 42 MIN CB IC. 22,000 AIC MAIN CKT 1 BUS: 100 A SERVES EF -1' LOAD VA aoo MCB BREAKER P MI t !SOLI GROUND BRANCH CIRCUIT BUS 000 15711MZES LOAD VA Min �1i =arl� COMMENTS: LOAD VA SERVE SPARE CKT 2 3 SPARE SERVES -I MIIIIIIII A B C TRIP P VA 20 1 SPARE 4 5 SPARE 5700 . M. 20 1 2469 20 1 SPARE 6 7 I •.. 111111111=11 MI INIMPINIIINI MIMI 111111111111111=11111 nrn! r�!a�o!�� S,ica,iEMMINI .'�: '® MEMO 300 200 300 200 TRACK UGHTS TRACK UGHTS TRACK UGHS TR.';CK LIGHTS 8 10 12 14 16 18 9 TRACK UGHTS 300 1 20' 2 2,' j 600 ��� r 11 TRACK LIGHTS 300 1 20 2 3. 13 TRACK UGHTS �®' 8 _ i "r• 1 [ 15 TRACK UGHTS IMMEEMINI 2. 2, 2G 3 - C_ 3990 1 m / EME 1 17 SALES LIGHTING -_'( 11 SALES UGHRNG 19 1 20 - -IIIIIMINl 2 3 4"C. Grt�;iG3;]ca�Ca- �ia� [S;lr'inEN _ 1 2850 1 2508 SALES LIGHTING 12 13 20 21 1 20 - - �I_ - SALES LIGHTING 4 - SALES LIGHTING 3078 1 20 22 24 26 6498 1 ®' 1 3420 -. SALES LIGHTING 16 _ �} - 1 S- 1 27 SPECIALTY DISPLAY 1800 l r 1 EMMm 1 2'1Z IN 2 #12,#120 3/4C. 20 28 29 18 19 SALES LIGHTING 1 i 20 2#12,1120 3/4 "C_'. 30 31 20 -- SALES LIGHTING 1824 1 20 2#1 2G 3 4 'C. 12G 3 4C. 20 32 33 22 ® - -�; 4 - - -, 4 2483 1 20 2#124720 3/4 ° G 4991 34 35 1 2508 � 24 25 SPARE 1000 36 37 20 -- I - 20 MUM SPARE 26 38 SPARE 3600 -- �! 2 #12#120 3/4 "C. 20 1 1800 20 1 40 41 -- -i - WEIN 1000 - � MEM - -- . � - [3��� f 4896 42 TOTAL CONNECTED LOAD (VA )M 2900 ®- AMPS PER PHASE Q' TOTAL CONNECTED LOAD (AMPS) SPECIALTY DISPLAY SCHEDULE FOR HA VOLTAGE V X S. 22,000 AIC S: I 225 A 277 'EQUIP X MCB 225 A I ISOLGROUND BUS MTTG: SURFACE COMMENTS: CKT # SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD SERVES CKT P TRIP A B C TRIP P VA 1 SALES LIGHTING 2508 I 20 2G 3 3 4977 5700 2,12G 3 4 "C. 20 1 2469 SALES LIGHTING 2 3 SALES LIGHTING 2168 1 20 �22: f� (S1L:L1L3:t /�� m ® MEMENE.1.1 2 #12412G 3/4"E. m 20 1 2280 1 2508 SALES UGHTING 4 5 SALES LIGHTING 3192 I 20 =IMMO MaTragill. SALES LIGHTING 6 7 SALES LIGHTING 1938 1 20 1 900 2 3. 20 1 1596 SALES UGHING 8 9 SALES LIGHTING. 2280 1 20 IMMEEMINI 2. 2, 2G 3 - C_ 3990 2 # 12 4 120 3/4"C. 20 1 1710 SALES LIGHTING 10 11 SALES UGHRNG 2166 1 20 2 #12,0125 3/4 "C. 5016 � 2 3 4"C. Grt�;iG3;]ca�Ca- �ia� [S;lr'inEN 20 1 2850 1 2508 SALES LIGHTING 12 13 SALES LIGHTING 2394 1 20 2/124120 3/4 "c. 4902 SALES LIGHTING 14 15 SALES LIGHTING 3078 1 20 2 2, 2G 3 4C. 6498 1 ®' 1 3420 -. SALES LIGHTING 16 17 SALES LIGHTING 2166 1 20 SPECIALTY DISPLAY 1800 l r 1 EMMm 1 2'1Z IN 2 #12,#120 3/4C. 20 1 2052 1 2508 SALES UGHTING 18 19 SALES LIGHTING 1938 i 20 2#12,1120 3/4 "C_'. 4446 3990 SALES UGHTING 20 21 SALES LIGHTING 1824 1 20 2#1 2G 3 4 'C. 12G 3 4C. 20 1 2166 SALES LIGHTING. 22 23 OFFICE UGHTING 2483 1 20 2#124720 3/4 ° G 4991 SPECIALTY DISPLAY 20 1 2508 SALES UGH1ING 24 25 SPARE 1000 1 20 '. 20 I 20 1 SPARE 26 27 SPARE 3600 1 20 2 #12#120 3/4 "C. 20 1 1800 20 1 SPARE 28 29 EXTERIOR UGHTS 2448 1 20 � - [3��� f 4896 1 1800 SPECIALTY DISPLAY 1=21:1111ZEIECI 29 SPECIALTY DISPLAY 31 NIGHT/EMERGENCY 3420 1 20 2#12,#120 314'C. 7632 20 2 #12#120 3/4 "C. 20 1 4212 EXTERIOR LIGHTS 32 33 NIGHT a ERGENCY 3782 1 20 2G 3 4'C. 3782 20 20 1 SPARE 34 35 NIGHT/EMERGENCY 2280 1 20 RIMMIZEMIIIII 2280 ) 2 #12, #120 3/4 "C. 20 1 SPARE 36 37 SPARE 1800 1 20 1 2 #12, #120 3/4E. 20 1 SPARE 38 39 SPARE 1800 1 20 2 #12, #120 3/4 "C. 8630 SPARE 20 1 SPARE 40 41 SPARE SPECIALTY DISPLAY 1 20 1 20 - I 40 20 1 SPARE 42 TOTAL CONNECTED LOAD (VA) SPARE 34 1 .��� Awn Awlr...-. SPARE 5310 LOAD (AMPS) 72298®' -INIME �5980� 5340 4360 E31.1 TOTAL CONNECTED TOTAL CONNECTED LOAD (VA SCHEDULE FOR LC V 2225 BUS POLES. MIN CB IC. 22,000 AIC A l20 HAIR BUS: I X MCB 225 A I OL GROUND BUS IMTG: SURFACE COMMENTS: RECESSED BRANCH CIRCUIT CKTI 0 SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD SERVES CKT # P TRIP A B C TRIP P VA 1 3 CEIUNG RECEPTACLES CEILING RECEPTACLES 720 900 1 20 1 20 2 #12, #12G 3/4"E. 2012,0120 3/4 "C. 1620 1300 20 2 #124120 3/4 "C. 20120120 3/4 "C.. 20 20 1 900 1 900 CEILING RECEPTACLES CEILING RECEPTACLES 2 4 5 CEILING RECEPTACLES 540 1 20 2 #12,#120 3/4 °C. 2 #12, #12G 1440 2 #12#120 3/4°C. 20 1 900 CEILING RECEPTACLES 6 7 CEILING RECEPTACLES 1260 1 20 2 #12; #120 3/4 "C. 2160 2 #12, #120 3/4 "C. 20 1 900 COLUMN RECEPTACLES 8 9 CEILING RECEPTACLES 1260 1 20 2 #12, #120 3/4"E. I 2340 2 #12, #120 3/4 "C. 20 1 1080 COLUMN RECEPTACLES 10 11 CEILING RECEPTACLES 1080 1 20 2 12;2 12 ;.12G 3 3 4 'C. 8 2880 2 #12,0125 3/4 "C. 20 1 1800 SPECIALTY . DISPLAY 12 13 SPECIALTY DISPLAY 1800 1 20 1 1000 3600 10 2012, #120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 14 15 SPECIALTY DISPLAY 1800 1 20 2 #12, #12G 3/ 4"C. 3600 2 #12, #120 3/4"C. 20 1 1800 SPECIALTY DISPLAY 16 17 SPECIALTY DISPLAY 1800 1 20 2 #12, #120 3/4 "C. 17 3600 2 #12, #120 3/4"C. 20 1 1800 SPECIALTY DISPLAY 18 19 SPECIALTY DISPLAY 1800 1 20 2 #12, #120 3/4 "C. 3600 7730 2(02,0120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 20 21 SPECIALTY DISPLAY 1800 1 20 2 #12#120 3/4 "C. 3600 2 #12#120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 22 23 SPECIALTY DISPLAY 1800 1 20 2 3 4 "C. 1000 3600 2 #12, #120 3/4"C. 20 1 1800 SPECIALTY DISPLAY 24 25 SPECIALTY DISPLAY 1800 1 20 2 #12, #120 3/4 °C. 3600 1000 2 #12#120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 26 27 SPECIALTY DISPLAY 1800 1 20 2 ,,12G 3 4 "C. 3600 2 12G 3 4 "C. 20 1 1800 SPECIALTY DISPLAY 28 29 SPECIALTY DISPLAY 1800 1 20 2 #12, #120 3/4 "C. 1 900 3600 2012#120 3/4 "E. 20 1 1600 SPECIALTY DISPLAY 30 31 SPECIALTY DISPLAY 1800 1 20 2 12G 3 4 "C. 3600 3 6650 2 #12, #120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 32 33 SPECIALTY DISPLAY 1800 1 20 7190 3600 20 2 #12, #120 3/4 "C. 20 1 1800 SPECIALTY DISPLAY 34 35 SPECIALTY DISPLAY 1800 1 20 3600 2 #12, #120 3/4E. 20 1 1800 SPECIALTY DISPLAY 36 37 SPECIALTY DISPLAY 1800 1 20 2 #12, #120 3/4 "C. 8630 SPARE 3 #4,485 1 1/4 "C. 70 3 6830 LC1 38 39 SPECIALTY DISPLAY 1800 1 20 2012, #12G 3/4 ° C. 8460 40 41 6660 40 41 SPARE 34 1 .��� Awn Awlr...-. SPARE 5310 1 20 TOTAL CONNECTED LOAD (VA) 5310 �5980� 5340 4360 42 TOTAL CONNECTED LOAD (VA 26810 27000 24030 . • = AMPS PER PHASE 36 LOAD (AMPS) 77840 I 223.4 225.0 200.3 216 OTAL CONNECTED SCHEDULE FOR LA VOLTAGE 208 000 720 V BUS POLES. 22 AIC VOLTAGE: 208 V X MCB BREAKER 225 A�I ISO U L P GROUND BRANCH CIRCUIT BUS�MTTG: POLES: PHASE RECESSED BRANCH CIRCUIT BREAKER COMMENTS: LOAD 22 AIC SERVES CKT BRANCH CIRCUIT I 225 A l20 LOAD VA CKT # SERVES P TRIP A 0 C TRIP P VA 1 CASH REGISTER RECPT 1800 1 20 2#12, #12G 3/4 " C. 2800 1 20 1 180 2 #12, #12G 3/4 "C. 20 2 1000 WATER HEATER 2 3 CASH REGISTER RECPT 1800 1 20 2 #12, #12G 3/4 "C. OFFICE C. IG RECPT 2800 + CASH REGISTER IG RECPT 1000 1 20 4 5 CASH REGISTER RECPT 360 1 20 2 #12, #12G 3/4 "C. 7 SPARE 860 2 #12, #120 3/4 "C. 20 1 500 EWC 6 7 OFFICE B RECPT. 540 1 20 2 #12, #120 3/4 "C. 540 ( 720 20 1 SPARE 8 9 OFFICE 'C' RECPT 900 1 2 0 2 #12, #120 3/4 "C. ( 720 1900 2 #12, #120 3/4'C. 20 1 1000 DOOR OPERATOR 10 11 GENERAL OFFICE RECEPT 1080 1 20 2012,0120 3/4 "C. 20 1 360 7730 3#4,460 1 1/4 "C. 70 3 6650 AIR CURTAIN 12 13 SECURITY SENSOR RECPT 360 1 20 2 #12, #12G 3/4 "C. 7010 17 OFFICE 0 IG RECPT 1000 6650 2#12, #120 3/4 "C. 14 15 SERVICE /CORRIDOR RECEPT 1080 1 20 2 #12,#12G 3/4 "C. OFFICE 'D' IG RECPT 7730 ' 2 #12412G 3/4 "C. 6650 16 17 BRIDAL COST. HOLD RECPT 720 1 20 2 #12, #120 3/4 "C. 1 20 e • 2 #12, #12G 3/4 "C. 20 1 540 OFFICE 'D' RECEPT 18 19 BREAKROOM RECEPT 1000 1 20 2 #12, 0120 3/4"C. 860 20 2 #12, #12G 3/4 "C. 20 1 500 INTERCOM 20 21 VENDING MACHINE 1000 1 20 2012,0125 3/4°C. 1 1720 2 #12#120 3/4 "C. 20 1 720 SALES RECEPT 22 23 VENDING MACHINE 1000 1 20 2 #12, #120 3/4 "C. 28 29 1900 2 #12,#120 3/4 "C. 20 1 900 SALES RECEPT 24 25 VENDING MACHINE 1000 1 20 2 #12#120 3/4 "C. 7650 1 20 3 #4,480 1 1/4 "C. 70 3 6650 AIR CURTAIN 26 27 OFFICE "B" 540 1 20 2 #12, #12G 3/4 "C. ( 7190 20 6650 SPARE 28 29 SPARE 1 20 20 6650 ' v 6650 SPARE 30 31 SPARE 1 20 20 1 SPARE 38 39 20 1 SPARE 32 33 SPARE 20 1 20 SPARE 40 41 SPARE 20 1 SPARE 34 35 SPARE Spare 1 20 TOTAL CONNECTED LOAD (VA) _ _ _ ( �5980� 5340 4360 '.• -- AMPS PER PHASE 20 1 SPARE 36 37 SPARE 1 20 20 1 SPARE 38 39 SPARE 1 20 20 1 SPARE 40 41 Spare 1 20 20 1 SPARE 42 TOTAL CONNECTED LOAD (VA) 1886! 1340 11406 AMPS PER PHASE LOAD (AMPS) 58600.0 157.1 - 150.3 163 OTAL CONNECTED SCHEDULE FOR LB VOLTAGE 208 000 720 V BUS POLES. 22 AIC MAIN BUS: I 1 A X MCB 100 A X SOLI GROUND BUS I RECESSED COMMENTS. CKT # SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD SERVES CKT P TRIP A B C TRIP P VA 1 CASH REGISTER IG RECPT 1800 1 20 2 #12, #120 3/4 ° C. 1980 2 #12, #12G 3/4 "C. 20 1 180 OFFICE'B' IG RECPT 2 3 CASH REGISTER IG RECPT 1800 1 20 2,'12, 12G 3 4"C. 2340 .rte 2 # # 120 3/4 "C. 20 1 540 OFFICE C. IG RECPT 4 5 CASH REGISTER IG RECPT 360 1 20 2 #12, #120 3/4 "C. , 4m 3/4 "C.' 20 1 1080 OFFICE 0' 10 RECPT 6 7 SPARE 1 20 1080 , 2 #12, #120 3/4 "C. 20 1 1080 OFFICE D IG RECPT 8 9 SPARE 1 20 ( 720 2 #12, #120 3/4"E. 20 1 720 GEN. OFFICE IG RECPT 10 11 SPARE 1 20 ( 720 2 #12, #12G 3/4 "C. 20 1 720 BRIDAL IG RECPT 12 13 SALES IG RECPT 360 1 20 2 #12,#12G 3/4"C. 720 2 #12, #12G 3/4 "C. 20 1 360 SALES IG RECPT 14 15 RECEIVING IG RECPT 540 1 20 2 #12, #12G 3/4 "C. ( 1080 2 #12, #12G 3/4 "C. 20 1 540 SALES IG RECPT tE 17 OFFICE 0 IG RECPT 1000 1 20 2#12, #120 3/4 "C. 1000 20 1 SPARE 18 19 OFFICE 'D' IG RECPT 1000 1 20 2 #12412G 3/4 "C. 1000 20 1 SPARE 20 21 OFFICE 'D' iG RECPT 1000 1 20 2 #12 A2G 3/4 °C. 1 000 20 1 SPARE 22 23 OFFICE 0 IG RECPT 1000 1 20 2#12, #120 3/4 ° C. 1000 20 1 SPARE 24 25 OFFICE 'D' IG RECPT 1000 1 20 2 #124120 3/4"5. 1000 1 20'x. 1 SPARE 26 27 ALARM RECEPTACLE 200 1 20 2#12#120 3/4C. I 200 201 1 SPARE 28 29 ALARM RECEPTACLE 200 1 20 2 #124120 3/4°C. 200 20 1 SPARE 30 31 ALARM RECEPTACLE 200 1 20 2 #12, #12G 3/4 "C. 200 20 1 SPARE 32 33 SFARE 1 10_� 20 1 SPARE 34 35 SPARE 1 20 20 1 SPARE 36 37 SPARE 1 20 20 1 SPARE 38 39 SPARE 1 20 20 1 SPARE 40 41 SPARE 1 20 _ 20 1 Spare 42 TOTAL CONNECTED LOAD (VA) _ _ _ ( �5980� 5340 4360 '.• -- AMPS PER PHASE LOAD (AMPS) r 15680 -.11=11- 1233111 TOTAL CONNECTED LTG. CONTROL DAY OF WEEK LIGHTING CONTROLS GROUP CONTROL SUNDAY MONDAY OPEN C LOSE 10:00 AM SOS PM 9:30 AM 10:00 PM OCCUPIED 8:00 AM 7:00 AM UNOCCUPIED SOS PM 11:00 PM SWITCH 3 4 5 6 LIGHT GROUP A TUESDAY 7:00 AM 9:30 AM 10:00 PM 11:00 PM EQUIPMENT EMPLOYEE LIGHTS EMPLOYEE LIGHTS CUSTOMER UGHTS CUSTOMER LIGHTS DISPLAY LIGHTS SIGNAGE, EXTERIOR LIGHTING WEDNESDAY 7:00 AM 9:30 AM 10:00 PM 9:30 AM 10:00 PM 11:00 PM THURSDAY 7:00 AM 11:00 PM FRIDAY 7:00 AM 9:30 AM 10:00 PM 11:00 PM SATURDAY 7:00 AM 9: 30 AM 10:00 PM 11:00 PM A,B C,D,E OFF C,D,E A,B STORE SIGNAGE AND EXTERIOR LIGHTING: ON AT DUSK, OFF AT 1200 AM PROVIDE OVERRIDE SWITCHES IN REAR ELECTRIC ROOM OVERRIDE FUNCTION NOTES: LIGHT GROUP A WILL ACTIVATE AT OCCUPIED TIME INDICATED LIGHT GROUP B WILL ACTIVATE 15 MINUTES AFTER UGHT GROUP A LIGHT GROUP C WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING LIGHT GROUP D WILL ACTIVATE 5 MINUTES PRIOR TO OPENING LIGHT GROUP E WILL ACTIVATE AT OPENING TIME INDICATED STORE SIGNAGE AND EXTERIOR UGHTING HILL ACTIVATE AT DUSK OR WHEN LIGHT LEVEL IS LOW LIGHT GROUPS C,D,E WILL DEACTIVATE AT CLOSING TIME INDICATED LIGHT GROUP A, B WILL DEACTIVATE AT THE UNOCCUPIED TIME INDICATED LTG. CONTROL LTG. CONTROL E TSTAT P TC P C P LTG. CONTROL A A A A A A A C ' A LTG. CONTROL A LIGHTING CONTROL ABRREVIATIONS A,B,C,D,E LIGHTING CONTROL GROUP (REFER TO DRAWINGS E2.3 AND E3.2) P LIGHT SENSOR TC TLME CLOCK N NO CONTROL SCHEDULES REF.: a LTG. CONTROL LTG. CONTRO! P C P/TC LTG. CONTROL k)2,D0D 01 NONE ©n.0 V O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS oo LLJ Z I r r DMTMEUNON BID/ PERMIT ARCH. PROJECT 999636 LIRA A LIRA N C 0 C 0 CD REVISION 1 Z N U m � W a Q m � o' Prototype Version 1.99 vcrFIVEC OITY OF TUK AUG 2 RkAIT Q O O O CO I � m 'fl a0 Jz�O O m CE BBB PROJECT BBBXXX CHECKED: GLR/P 9f ;; CTRICAL SCHEDULES E4.1 DATE 01/03/00 7/31/00 mw URN TER JA -ES C'' 13A - TA i0 RECORD -1100 SCHEDULE FOR MAIN DISTRIBUTION PANEL — MDP VOLTAGE 480 / 277 V MLO IC GROUND BUS POLES: 18 ISOL GROUND BUS MTG: SURFACE MIN CB IC: 65,000 AIC COMMENTS: MAIN BUS 800 A __L X MCB 800 A CKT SERVES LOAD VA BREAKER MINIMUM FEEDER AND CONDUIT SIZE NO. OF COND REMARKS: P FRAME TRIP 1 HA 1 722988 3 200 150 4 #1/0,Q6G 2 "C. 2 TRANSFORMER T -1 620 3 100 100 - 4 #148G 1 1/2 "C. 3 TRANSFORMER T -2 48600 3 00 100 4 #1,#BG 1 1/2 "C. 4 TRANSFORMER T -3 58890 3 100 100 4 #1, #8G 1 1/2 "C. 5 EXISTING PANEL 3 100 6 BUSSED SPACE 3 100 7 BUSSED SPACE 3 100 6 BUSSED SPACE 3 100 g BUSSED SPACE 3 100 10 BUSSED SPACE 3 100 11 COMPACTOR 14450 3 100 30 3 #10, #10G 3/4 "C. 12 BUSSED SPACE 3 100 13 BUSSED SPACE 3 100 14 BUSSED SPACE 3 100 16 BUSSED SPACE 3 100 16 BUSSED SPACE 3 100 17 BUSSED SPACE 8 BUSSED SPACE TOTAL CONNECTED LOAD (VA In 266858 TOTAL CONNECTED LOAD (AMPS) Mira IEIII hil .._bYi.LZas�wt „ , "dt REF.: LOAD SUMMARY CONTINUOUS LIGHTING LOAD 81453 x 125% = 101816 WATTS RECEPTACLE LOAD (FIRST) 10,000 x 100% = 10,000 WATTS (REMAINDER) 35580 x 50% = 17790 WATTS AIR CONDITIONING LOAD MISCELLANEOUS LOAD HOT WATER HEATING SUBTOTAL LESS ELECTRIC HEAT: TOTAL: PHONE /DATA JACKS INSERT GOES HERE 4" CONDUIT 56K CIRCUIT PULL STRING TO CASHROOM 4— CONDUIT STUBBED IN OR ABOVE DROP CEILING OR JOIST AT BLOCK WALL LOCATIONS DOUBLE SINGLE BOX -PHONE /DATA GROUNDER 227398 x 85% = 193288 WATTS 16450 x 85% = 13983 WATTS 2000 x 85% = 1700 WATTS 10 NONE FIRE PANEL ALARM 2" CONDUIT 56K CIRCUIT 310797 WATTS WATTS 490 KILOWATTS MDP PANEL SCHEDULE REF.: REF. FACP FIRE ALARM RISER TELEPHONE DIAGRAM REF.: FLOW SWITCH ON SPRINKLER RISER REGISTERS CUSTOMER SERVICE GENERAL OFFICE SALES 11 NONE ED SUPPLY AND RETURN OF EACH RTU SD TOILET ROOMS ® BREAK ROOM SD ABOVE COMPACTOR DOOR TAMPER SWITCH ON SPRINKLER RISER 09 NONE 04 NONE 7 r -- 1 r -- 1 -- 1 r -- I EXIST • EXIST. Da, EXIST. EXIST_ RTU -1 I I RTU -2 I I RTU -3 I I RN -4 I I RTU -5 I L -J L -J L_ _J L_ __I L ___ J SERVICE CORE ELECTRIC AREA / 100A NON -FUSED DISCONNECT NEW PANEL LA -N NEW T -3 S S. NOVAR CONTROL SYSTEM NEW PANEL LB SURGE SUPPRESSOR, AS MANUF. BY 'GE', VERIFY WITH LOCAL REP. # 8 C OPPER I T -1 NEW PANEL LC 100A NON -FUSED DISCONNECT rr 2 COPPER 4 #4, 1 1/4" C NEW PANEL LC1 CONTROL RELAY EXIST. RTU -6 NOTE: ALL PANELS, CIRCUIT BREAKERS, AND CONTACTORS, HAVE BEEN DESIGNED USING 'Cr EQUIPMENT ROOF EXIST. RTUP PANEL EXIST. MAIN DISTRIBUTION PANEL (MDP) 100A NON -FUSED DISCONNECT 'GE' 'TLC CONTROL RELAY, ELECTRICAL SUBCONTRACTOR TO CONTACT DENNIS TODISCO AT (800) 244 -6980 FOR DETAILS. CONNECT ALL UGHTING CIRCUITS FROM PANEL 'HA', AND CIRCUITS FROM PANEL 'LC', PANEL 'LC1', AND PANEL 'LD' r r - 1 I - 1 r r -- 1 EXIST. EXIST. EXIST. EXIST. EXIST. RTU -7 I I RW -8 I I RTU -9 I I R"-I' I I RTU -11 L --! L J L J L -J L_ _J T T NEW T -2 NEW PANEL ID 2 COPPER EXISTING CONDUIT & WIRING TO REMAIN AS -IS (TIP) WP 30 n1 COMPACTOR REF.: ELECTRIC AREA OR ELECTRIC SERVICE ENTRANCE RISER DIAGRAM J ELC TO PROVIDE (3) 3' C. W/ 4 # 300MCM N EACH, AND (1) 3' E.C. TO UTILITY TRANSFORMER. NEW RTU -12 I SERVICE ENTRANCE # 3/0 COPPER ELC 0 y 01 NONE 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRBURON: Prototype Version 1.99 BID/ PERMIT REVISION 1 ARCH. PROJECT* 999636 DRAWN: ATB RECE'JED CRY Or 1u,.r AUG - L 21 PERMIT GENT DATE: 01/03/00 7/31/00 04 ER BBB PROJECT* BBBXXX CHECKED: GLR/PJH \i L HC HC �II HC NOTES 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PLANT QUALITIES SHOWN ON THE PLAN WITH QUANTITIES LISTED ON THE PLANT SCHEDULE. USE THE HIGHER QUANTITY IF A DISCREPANCY IS DISCOVE 2. EXCAVATE AND REMOVE EXISTING RUBBLE, GRAVEL AND POOR 5 DEPTH OF 18" BELOW PAVEMENT GRADE. 3. PROVIDE A MINIMUM 24" DEPTH RED -D 60 -40 PLANTING SOIL. B CENTER OF THE ISLAND 8" HIGHER THAN THE OUTSIDE PERIME CREATING A LOW ROUNDED BERM. 4. INSTALL PLANT MATERIAL USING AGRIFORM PLANTING TABLE TRANSPLANTER FERTILIZER AT THE RATES RECOMMENDED B E MANUFACTURER. 5. STAKE TREES USING THREE 2 X 2 STAKES, RUBBER HOSES AND WIRE PER DETAIL. REMOVE 6 MONTHS AFTER INSTALLATION. 6. CREATE A WATERING SAUCER AROUND 5 GALLON PLANT MAT RIAL AND LARGER THE WATERING SAUCER SHALL BE TWO INCH HEIGH AND ENCIRCLE THE ROOTBALL. 7. PROVIDE 2" DEPTH STEERCO MULCH. B. PROVIDE ONE -YEAR WARRANTY FOR ALL PLANT MATERIAL. 9. IRRIGATION PIPE SHALL BE A MINIMUM 12" DEPTH OF BURI . 10. ALL PIPE SHALL BE CLASS 200 PVC. WITH 1/2" FUNNY PIPE A D MARLEX CONNECTORS. 11. VERIFY THE LOCATION OF THE NEAREST VALVE AND 1" MINIJn M PIPE TO TIE INTO. VERIFY THAT THE EXISTING ZONE AND VALV WILL ADEQUATELY PERFORM WITH THE 8 ADDITIONAL HEADS. CO TACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF EXISTING CONDI ONS DO NOT PERFORM. 12. PROVIDE SLEEVES BENEATH PAVEMENTS. 4" DIAMETER PVC H 40. MIN. 13. VERIFY COVERAGE AFTER INSTALLATION. PROVIDE ONE -Y R WARRANTY ON NEW IRRIGATION SYSTEM 14. GROUNDCOVER SHOWN ON THE PLAN IS TO EXTENDED UNDER ALL TREE AND SHRUB CANOPIES AT THE SPECIFIED SPACING IN ALL PLANTING BEDS DESIGNATED TO RECEIVE GROUNDCOVER. SYMBOL QUAN PLANT NAME SIZE, SPACING AP 2 ACER PALMATUM 3" CALIPER,MULTI -TRUNK HC 72 HYPERICUM CA LYCINUM 1 GALLON CAN PMM 7 PINUS MUGHO MUGUS 24 -30" B/B PLANT LIST NEW LANDSCAPE ISLAND (182 S.F.) NOTE: EXTEND EXISTING IRRIGATION SYSTEM TO NEW ISLAND r RAINBIRD 1812 TIE INTO EXISTING 12" POPUP, 8' NOZZLE 1" PIPE IN ADJACENT TYP. FOR 8 HEADS PLANTING BED 3/4" 3/4" 3/4" SLEEVE 1 °' IRRIGATION PLAN- New Landscape Isiand Scale: 1/4 " =1' -0" 7 PMM Scale: 1/4 " =1' -0" PLAN EXISTING LANDSCAPE PLANTER. PROVIDE NEW CURB NEW PLANTER EDGE 1.11M I ..u•... ■NEMENI ■ ■M .. ■. u_. N■NE, ENLARGED PLAN - New Landscape Island NORTH 01D bb I I I I I I I I I_ I I I CORRECTION LTRT LANDSCAPING PLAN REF.: SOURCE: VER.1.99 D 01 1 " = 20 gnAgFil 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DRAWN CCB DISTRIBUTM Prototype Version 1.99 BID/ PERMIT ADDENDUM #1 LLPLANTNG ISLAND ARCH. PROJECT 900636 u Fl:FIVECI CITY R OF TUKW CCB 'Wu 3 t 200 PERMIT CENTER CHECKED DATE BBB PROJECT RALPH R. SHAW 01/03/00 7/12/00 8/D8/00 R "RECORD '" - _ -' PHONE: 314 -821 -1100 8/10/01 4702 DRAWNG 11TLE: LANDSCAPING PLAN L -1 OlDbC)-- bq 2 3JEPS#i MU SURROUNDING PAVEMENT 6" NEW CURB IMPORTED PLANTING SOIL SHALL BE RED —D 60/40. COMPACT TO PREVENT SETTLING. TYPICAL DECIDUOUS TREE PLANTING NO SCALE ORIENT SHRUB FOR BEST APPEARANCE. REMOVE ALL BROKEN, DEAD STEMS DO NOT DISFIGURE PLANT PROVIDE SLIGHT WATERING SAUCER AROUND 5 GALLON AND LARGER PLANTS 2" HT. TYP. ROUGHEN ROOTS OF ROOTBOUND CONTAINER GROWN PLANTS PER STRD. NURSERY PRACTICE. OOT BA 7' -0" PER PLAN INSIDE DIMENSION EXCAVATE FOR ROOT BALL: 3" CALIPER 32" DIA. ROOT BALL PER AMERICAN STANDARDS FOR NURSERY STOCK ANSI 260.1, DEPTH OF ROOT BALL IS MINIMUM 60% OF ROOT BALL DIAMETER = 20" DEPTH MINIMUM, 96" WIDTH PER CITY OF TUKWILA STANDARDS. TYPICAL SHRUB PLANTING NO SCALE 1,L BLACK RUBBER GARDEN HOSE WITJ L16_ _GA_SJE WIRE SECURE THRU iF PLANT IS BALLED AND BURLAPED THEN REMOVE TREATED BURLAP. FOLD BACK NATURAL BURLAP OFF TOP OF ROOTBALL. FINISH GRADE RED —D 60/4 AMENDED WITH "TRANSPLANTER" FERTILIZER EXCAVATE HOLE 2 TIMES DIAMETER OF ROOTBALL. 6" O.C. 5.20" 4.60 8" O.C. 6.93" 2.60 10" O.C. 8.66" 1.66 12' 0.C. 10.40" 1.15 15" 0.C. 13.00" .738 18" O.C. 15.60" .512 24" O.C. 20.80" .290 30" O.C. 26.00" .185 36" O.C. 30.00" .116 See Grounslcover plant key for maximum triangular spacing - "A". This chart is to be used to determine number of ground - cover plants required in a given area DETAILS AND NOTES SPECIFIED TREE CENTRAL LEADER SHALL NOT BE CUT. VERIFY WITH L.A. BRANCHING HEIGHT OF 4' -6" PRIOR TO PURCHASING. STAKING 6 MONTHS AFTER INSTALLATION. 2x2 D.F. STAKES. STAIN DARK BROWN, DRIVE TO REFUSAL, 3 PER TREE. TOP OF STAKE 4' ABOVE GRADE. STAIN ALL FIELD CUTS. 2" DEPTH MULCH MULCH (1/2" DEPTH IF RHCDOS OR AZALEAS.) IMPORTED /MAENDED SOIL. DEPTH AS INDICATED SPACING "A" SPACING "5" # OF PLANTS /SF 01 REF.: SOURCE: VER. 1.99 1 "= 20' -0" 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT ADDENDUM 91 z5PLAN TING ISLAND ARCH. PROJECT. 900636 DRAWN: CCB DATE- 01 /03 /00 7/12/00 8/08/00 RECEIVED 61TK -9F TAJvunl n 06 3 1 NO PERMIT CENTEF BBB PROJECT. CHECKED. CCB RALPH R. SHAW PROFESSIONAL OF RECORD PHONE: 314 -821 -1100 6/10/01 4702 DRANANG TITLE: LANDSCAPING PLAN L -2 nu DO En I SWING STAGING SQ. FT. ( INCLUDED IN STOCK RM. SD. FT.) AUXILIARY SQ. FT. BUILDING SQ. FT. (FOOTPRINT) NE MEZZASQ.' NI FT. TOTAL BUILDING SQ. FT. 1 38,277 5,809 (12.8 %) 1,000 1 45,165. N/A 45,165 CLEAR HEIGHTS GENERAL FIXTURE NOTES AT FRONT = 20' -10" MN AT REAR = 23' -4" ON STOCK MEZZ. BELOW STOCK MEZZ. mil = N/A I PA BUILDING'SQUARE FOOTAGE CHART SALES FLOOR SQ. FT. STOCK ROOM SQ. FT. STAGING SQ. FT. ( INCLUDED IN STOCK RM. SD. FT.) AUXILIARY SQ. FT. BUILDING SQ. FT. (FOOTPRINT) NE MEZZASQ.' NI FT. TOTAL BUILDING SQ. FT. THIS PLAN 38,277 5,809 (12.8 %) 1,000 1,079 45,165. N/A 45,165 CLEAR HEIGHTS GENERAL FIXTURE NOTES AT FRONT = 20' -10" 1. FIXTURE TO FIXTURE AISLES', ARE 4' -0", UNLESS OTHERWISE NOTED. AT REAR = 23' -4" ON STOCK MEZZ. BELOW STOCK MEZZ. = N/A = N/A 5 -8 1/8 STORAGE r r I ml 1 I I I 1 I r_ 111 is 11 11 11 F r1i . F ra F 11 11 F 11 n ® =111 [ ] • T .. 11 T■• _ T... II HEM III =NNE AR= N 1� AMES T� . . T� T� III II 11 111 I " H NI N ' 11 H — 11 N I 11 iii ® p1p q .l Ai �IU w "rip in. Wq • .1.• �q _ �� imimes apoi II I iNj 24' -0" 32' -0 32' -O 1111111 ti FR MED ART [ DISPLAY WINDOW LIGHTING HOME ME DECOR - T FRAMED ART SYAGING AREA LJ � FURNITURE FEEE 16 -0 1 )8 -9 1/4 uH1111111 �i1HUUMp FIRE SHUTTER _J j PRINTS F 7 PRINTS I F f J 1 L PRINTS T r- 1 1 I I I SEASONAL q Oi • 24' l 24-0 - ', 0" II H 11 N fl 1 H EI a 1 11 a LEAri I II HARDWARE �q 11 11( WER II__IAII €I nurilll�� RI TOSS! BLANRETS THROWS 108' -8 1/2° 24' -0 1/2 1= 1 F --- I Q SOLI S CLO 1 E 1 Yt =)•r =III 1 I I 1 PILLOWS UM UM IF - �I 1 :� :I 1111 KITC EN BASICS t ":1 1�1 Ei =1 I1 if ICI Ian S CENT CUSTOM FONRE TO BE CUT IN REID STORAGE 13' -11 1/2 28 -1 3/8" 10' -3' Y i STOR. 112 OFFICE 9' -4 5/8 RESTROOM AREA PLAN SCALE: 1/8" = 1' —O" 24' -0° p � n 3' 4" HIGH WALL W/ WOOD CAP 24' -U 24' -0' © © © © 24' -2 MEZZ. OFFICE AREA PLAN SCALE: 1/8" = 1' —O" 24' -V © 24' -d 24'-4 RECEIVING TERMINAL HATCH RN AREA CONDUIT PAINTED WHITE AND MID. ABOVE 1EGHT FIXTURES. (CONDUIT TO EXTEND 3' -0" PAST FLOORING TRANSITION & CENTER OF MAIN AISLE) E M T I I I I 1 1u3' -0 1 /2' I I I I 1 1 0 ® O 6 6 Q 260' 2D 14 RISER FIXTURE PLAN SCALE: 1/16" = 1' -0" IA 18 10 1D 1E INo1 Date 1 Description IF [ADDED ELECTRICAL PANELS 1G 1H No Location 06/19/00 SEE DETAILED DESCRIPTIONS BELOW Drawing Title Scale Sheet No. PDATED BACKGROUND PER ARCHITECIURALS EXTENDED BANNER CONDUIT EWSED DOOR LOCATIONS REWORKED OFFICE AND STOCKROOM LOCATION REWORKED DEPARTMENT LAYOUT (REWORKED BANNERS PER DEPARTMENT CHANGES REMOVED DOUBLE DOORS IN FRONT OF STORE Drawing References I Drawings CAD NAME. TUKWL -El PROJECT NO • DRAWN - BY: CHECKED BY. PROTOTYPE DESIGNATION IS DRAWING IS THE EXCLUSIVE PROPERTY OF ED BATH & BEYOND. THE INFORMATION SHOWN MAY OT BE USED NOR THE DRAWINGS REPRODUCED THOUT PERMISSION OF BED BATH & BEYOND. TU K WI LA, WA FIXTURE PLAN AS NOTED Revisions 650 LIBERTY AVE UNION, NJ 07083 (908) 688 -0888 FAX (908) 688 5886 Date FIAJ 05/17/00 ME LIBEAMODBIEMI pisiemmuggrzw CPT -1 In GM Ira II GM ( VSF -1> CM MS GT -1 WM (SLW -2) ME LIBEAMODBIEMI C= (CC -2) CPT -1 (AT -1 ) ( VSF -1> CM MS GT -1 WM (SLW -2) 1 ( CC -2 SCALE: 1/8" = 1' -0" I I 11 I I it D_ISPIAY WIN 3E -6 (HOLD) < VSF -1 (CPT - 1) 57-0 3/r 12' -i0 i •, 110' -0 3/4 (HOLD) s- 1 37 -6 1/2' (HOLD) [ ( CPT -1) ( -1 18' -5 1/2• (HOLD) RESTROOM AREA PLAN O ® D O F ERG DETAIL FOR REFERENCE ONLY. ARCHITECT TO SFOR BBB COLUMN 9ZES FOR 8B8 APPROVAL. COLUMN DETAIL SCALE: N.T.S. NDOW COPIER W /STAND MEZZ. OFFICE AREA PLAN SCALE: 1/8" = 1' -0" ® COLUMN DETAIL SCALE: N.T.S. STARTING POIN FLOQRING FR01 CLEAR /FINISHE INSIDE FACE 0'. ROOF HATCH STARTING POINT OF FLOORING FROM CLEAR/FINISHED INSIDE FACE OF WALL SPRINKL€R RISER O O FLOOR FINISH PLAN SCALE: 1/16" = 1 ° -0" `STARTING POINT OF FLOORING FROM CLEAR/FINISHED INSIDE FACE OF WALL '2 I) STARTING POINT OF FLOORING 0 INSIDE FACE OF WALL 4 ROOF DRAIN PAINT COLUMNS ADJACENT 10 WAILS TO MATCH (ITPICAL) CUSTOM MUNE TO BE CUT IN; RaD CUSTOM FIXTURE BE CUT M FlE10 STARTING POINT OF FLOORIN FROM D CLEAE NISHO INSIDE CE OF WALL CUSTOM RE TO BE CUT �I FlBD 1 1A Revisions oI Dote 1 Description 1 1 06/19/00 SE DETAILED DESCRIPTION BELOW - R.D 10 1 UPDATED BACKGROUND PER ARCHITECTURALS 1B 12ENSED FLOORING DIMENSIONS ANGES DED WOOD BORDER PER DEPARTMENT IRENSED COLUMN WRAP IM MIMINIMINMIC Drawing References I oI Drawings mmon CAD NAME: TUKWL -F2 PROJECT NO DRAWN BY: PAG CHECKED BY: PROTOTYPE DESIGNATION BED BATH & ae■1411111:. 650 LIBERTY AVE UNION, NJ 07083 (908) 686 -0888 FAX (908) 688 5886 IS DRAWING IS THE EXCLUSIVE PROPERTY OF ED BATH & BEYOND. THE INFORMATION SHOWN MAY OT BE USED NOR THE DRAWINGS REPRODUCED THOUT PERMISSION OF BED BATH & BEYOND. Location TUKWILA, WA Drawing Title FLOOR FINISH PLAN Scale AS NOTED Sheet Date RECEIV cl TV of TuK w ILA AUG - 2 200Q PERMIT CENTER 05/17/00 F2 �. SYMBOL LEGEND POWER PLAN NOTES N0. DESCRIPTION GROUND FAULT IN TERR UPTING RECEPTACLE, 20A, GOUND120V - 1 Junction box with dedicated circuit mounted at 16'6" AFF for specially lighting. After BBB fixturing is installed, electrical contractor to provide duplex receptical on display unit within 12' -0" of junction box and 6' -0" AFF as directed by tenant and make final connection using white SJ cord. ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF Electrical contractor is responsible for all electrical connections as directed by BBB and per code. HUBELL# IG5362 FORSAKE) Electrical contractor to provide plugmold in location designated by BBB. After BBB fixturing is installed, electrical contractor to provide duplex outlet in location as per BBB final layout using white SJ cord. Electrical contractor to provide and install plugmold - Wiremold no. 09043 Catalog no. V20 -C2. 3 Electrical contractor to provide track in location designated by BBB In the Bedding department. Track should be fed from ceiling out.. mounted in aisle. Location as per BBB final layout. THIS SYMBOL REPRESENTS A MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE - DETAIL E3,1/05 Electrical contractor to provide and install the following: QUAD OUTLET - 18" A.F.F. 4' sections of Juno style track, heads, 75PAR30 NFL lamps, mounting hardware, pendants and all required parts. TELEPHONE OUTLET- 18" AFF Track to be mounted 0 10' -0" AFF, as per BBB final plan. DOUBLE TELEPHONE OUTLET- l8• AFF Electrical contractor to provide duplex outlets mounted on unist - tat 16' -6" AFF. All outlets mounted at 16' -6" to be on contactors. DATA OUTLET - 18" AFF Junction box m unted at joist for c action to display fixtum. Electrical contractor to provide duplex outlet at at 8' -0" using SJ white SJ card to display fixture. JUNCTION BOX Final location as directed by BBB. OVERHEAD POWER AND DATA SUPPLY SEE DRAWING E3.4 Dual chambered power pole Wiremold No. SP80NP620 -2- (size) 12" x 12" PULLBOX (20 -1012) 73923 (white) to joist. WiremoId Box N. 2348 to attach to Fewer ale. Do not connect to POS circuits. 4` conduit from 12' x 7 p ullbox above office to 7 Provide u 1 it walifield in Casl:raom. Provide 4" conduit (raceway) at joist from pull box in office to register locations as shown for phone /data service. Provide a 6" square pull box at each register location tied Into the raceway above, and a 6" square pull box attached to the register bay. The pull box at the register bay should be mounted under the fixture per the detail. Provide 2" conduit from pull box at joist to the pull box at register by for phone /data. Provide pull strings throughout.. 8 Provide 2" conduit k ceiling for telephone service from MI. D -Mark in electric room to Cashroom in Mess. office as shown. Provide power as shown at joist for future register location. One IG .circuit and one re • ular circuit. 70 8'H x 1094 x 3/4 trot - supported plywood backboard in the cash room fora wiring walifield mounted 3" AFF. The plywood must be painted fire- retardant white prior to the installation of c .y equipment. There should be approximately 3" clearance between the plywood and sheetrock wall. All power receptacles -iost be unted flush with the front of the plywood. �. Provde 4 conduit for telephone service en . n into building 12 56K Digital circuit to have extended D -Mork into Cashroom in Mee. office. 56K circuit supplied by local Telco. If Wallfied is not completed leave coiled in ceiling. 13 Roof penetration for sate llite installation. Ca terma in Cash Room. Duplex outlet to be installed at b1 = lite site . 14 Provide and install waterproof j -box with disconnect switch. Verify location and connect to sign as required. Number of circuits to be verified with sign mfg. Electrician to provide zterior disconnect (per code) for compactor, and to provide controls inside the building for compactor. Electrician to make final connection to compactor. Location of Store Light Switches with labels per contactor soh. AC thermostats to be mounted in Cashroom on this wall. Provide and install heated a curtain. Mach contractor to Interlocl unit's operation with electric r rol doors. 19 Electrical contractor to supply conduit concealed in mullion with pull string from Walker duct to wall mounted J -box at 15'AFF Supply dedicated wall mounted outlet at 15'AFF. Supply 4 brass cover plates at stub up locations. Electrical contra pvide an i sta unistrut mounted at 6'6" AFF throu o ghout the ro store as d shown ll on BBB plans. Provide conduit and junction box from intercom A to above ailing at intercom B location. Provide conduit and junction box from intercom B to above ceiling. Provide water proof junction box on exterior, sleeve through wall with conduit and stub above bar joists. Provide pull strings tar all locations. 22 Electrical contractor to provide 12 "x12 "x4" deep pull box flush with wall from walker duct. Provide 2" conduit from pull box to above Cashroom ceiling. Provide pull string. 23 Electrical contractor tp provide and install the following: Single or dual circuit Juno style track, heads, 90PAR38 spot lamps mounting hardware, pendants, and all required parts. Bottom of track heads to be mounted CO 15' -6" AFF, as per BBB'' final plan. SYMBOL LEGEND ,� DUPLEX ,53621 RECEPTACLE, 20A, 120V - 78" AFF HUBELL GFl GROUND FAULT IN TERR UPTING RECEPTACLE, 20A, GOUND120V - 1 Cp ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF IG HUBELL# IG5362 FORSAKE) (>'CL UNISTRUT MOUNTED RECEPTACLE, 20A, 120V B THIS SYMBOL REPRESENTS A MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE - DETAIL E3,1/05 QUAD OUTLET - 18" A.F.F. d TELEPHONE OUTLET- 18" AFF 41 DOUBLE TELEPHONE OUTLET- l8• AFF 1 DATA OUTLET - 18" AFF QJ JUNCTION BOX ® OVERHEAD POWER AND DATA SUPPLY SEE DRAWING E3.4 el 12" x 12" PULLBOX 15" DOUBLE CONNECTOR - SIGN BAND TO SIGN BAND P -2 40" DOUBLE CONNECTOR - SIGN BAND TO SIGN BAND 7 ' 3 -, 40" PLUG ADAPTER - SIGN BAND TO OUTLET P-4 n 60" ADAPTER - SIGN BAND TO BED DISPLAY T T SOFT KITCH EN r■ r 124' -0" 111 11 rl . X11 FURNITU EN BASICS II III PILLOW6 NOTE 23PRINTS EEIEI SCENT N KIDD I- 1- W PROMO Ell , TOSS THROWS IL_,IL ,IL_,I .1111 11ii�l 24-0" TYP 111 NEM COOKW RE I I LJ_ 11 1 1 1 ^ r_� X11 � � !1_ MIME U mil v1 I v aIIIIIIJI�I. �� rl . . — —..— ►—.� I llL 1 e LJ ., liE - LJ , PRINTS �I� � PRINTS I I�� 1 = II[ o�r I � NOTE 6 iII III ,PRINTS • Ij goo= NINE 23 " " z 1 1111'rC3 xilJ II ■'!�I�11■Jr X111 ^�► I H I DISPLAY WINDO �f�!! �til�filtititi !'t•llt•���!��(if���!' IM : � : -0� 1 aN , l —.� r! n I LJ �9' = II N i O CLEANIN HARDW R II ll 1 � I ❑ 14-on p 14 ST® E RESTROOM AREA PLAN SCALE: 1/8 OFFICE 4-1D 5/B O O O O MEZZ" OFFICE AREA PLAN SCALE:1 /8" = TYP r �[ X 1mmmI l � )m u 1F. ' ' . 1111 r■ r■ • r■ r i 11 rl �. �5r�• ar��-o iu 9'1 11 ��� -o _ .. 1[ I i iii �1 rl F■ FII ■■ ti 111 11� F I r■ p • r r ' r■ e■ r■ r. 10' i 9i1 ■u r ■`1r 11 • c • " la 11 111 11 l �� 111 1] I1 11 I1 11 11 NOTE 14 G UNISRTIIT PAINTED 1MUTE MWNTFD 6' ABOVE UROS UMSTRUT TO EXTEND 2 -D" PAST MOE OF MAN AISLE (NOTE 20 TYP.) NOTE 1 ,YP ROOF HATCH SCALE: 1/16" = 1' -0" lYP SPRINK RISER NOTE POWER SPECIALTY LIGHTING PLAN O NI D O O O I II- 1 1 I I ROOF OWUN ElD — CUSTOM FtttURE TO BE CUT IN FIELD CUSTOM FIXTURE TO BEicUr IN FIELD DDD 1A 1B IC 1D 1E 1F o Date Revisions 1 06/19/00 EE DETAILED DESCRIPTION BELOW - R.A.D. PDATED BACKGROUND PER ARCHITECTURAL DDED PAY PHONE Description EVISED CONDUIT IN OFFICE EASED DRAW LIGHTING PER DEPARTMENT CHANG PASEO SPECIALTY LIGHTING ELOCATED POWER PER DEPARTMENT CHANGES Drawing References No Drawings CAD NAME: n1K1x - F3 PROJECT NO - DRAWN BY: F CHECKED BY: PROTOTYPE DESIGNATION' 650 LIBERTY AVE UNION, NJ 07083 (908) 688 -0888 FAX (908) 688 5886 RECEIVED CITY OF TUKWILA AUG - 2 2000 PERMIT CENTER BED BATH & eEnoNICII■ IS DRAWING IS THE EXCLUSIVE PROPERTY OF ED BATH & BEYOND. THE INFORMATION SHOWN MAY OT BE USED NOR THE DRAWINGS REPRODUCED TROUT PERMISSION OF BED BATH & BEYOND, Location TUKWILA 9 WA Drawing itle PO /SPECIALTY LIGHTING PLAN Scale AS NOTED I Date 05/17/00 Sheet No. F3A GE 'TLC' SCHEDULE CHANNEL DESCRIPTION FUNCTION A EMPLOYEE UGHTS STAFF D EMPLOYEE LIGHTS STAFF C CUSTOMER LIGHTS PUBLIC D CUSTOMER LIGHTS PUBLIC E DISPLAY LIGHTS PUBUC STARTING POINT OF LIGHTING FROM CLEAR /FINISHED INSIDE FACE OF WALL ® 0 0 STARING POINT OF LIGHTING FROM CLEAR /FINISHED INSIDE FACE OF WALL SEE NOTE 23 SHEET F3 TYPICAL 0 0 DISPLAY I 6 -11 3/8' 6' -11 3/G E8111:::1 u 11111 III I ■ I'�� V1111111 I 1NIII _ ■ww.l1MIlllwMIMMOIlwlwwwwwww wlO >ll if��. �u> t. , ii��•_•�1ii���atii , �..��li'��= !1iI 1! ! lllir�� o : i ! I I it r:,. -. ��" `�7 6 IrRIMI111 II i ip i �■Ai ==r.0 i ®is■ sae - i®i I i I °�� a MEW I II IMM I NM* 1 WISIM 1 ■�1. 1■1 . � 11.,�1l■111 M 1 � I I ■� ■iiaiiill I ■ ■. � ■� aa%: i 1 11 1 i■� I Il.lriia■11� mpg mu Ilu.ai4 : Mil li MI NM v II O o NM l ii I r .0 1 u rMi� ■1 1 �a 1 1 11■i.. .. t I 0 II ° I ■�_ la:a I II 0 1:0 LIGHTING PLAN SCALE: 1/16" = I I I I I I I I 1 I STARTING POINT OF LIGHTING FROM CLEAR/FINISHED INSIDE FACE OF WALL SEE NOTE 23 SHEET F3 I TYPICAL 0 - 0 STARTING POINT OF LIGHTING FROM CLEAR/FINISHED INSIDE FACE OF WALL o Date Descri•tion EE DETAILED DESCRIPTIONS BELOW - R.A.D. Location Drawing Title Scale Sheet No. Revisions PDATED BACKGROUND PER ARCHITECTURALS EASED LIGHTING PER ARCHITECTURAL CHANGES D NEW LAYOUT FOR OFFICE DDED LIGHTING SCHEDULE EASED TRACK LIGHTING PER DEPARTMENT CHAN Drawing References Drawings CAD NAME: DSKWt- -FA PROJECT NO • DRAWN BY PAG CHECKED BY PROTOTYPE DESIGNATION 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 RECEIVED Clll' OF TUKWILA AUG - 2 2000 PERMIT CENTER BED BATH & airoNo THIS DRAWING IS THE EXCLUSIVE PROPERTY OF 3ED BATH & BEYOND. THE INFORMATION SHOWN MA 'JOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. TU K WI LA, WA. LIGHTING PLAN AS NOTED I Date 05/17/00 F4 A SUPPORT AT NORTHLNALL AEI NORTH HALL E>USTINO `CONCRETE PANELS 0 ®XITIN G PANEL REPA'fR I. CONCRETE COLUMNS. 2. GIOX25 1 SOLTS ® 32" O.G. INTO COLUMN. 5. MGI0x25 IN/ 1/2" BOLTS ® 24" O.G. INTO PANEL. 4. 6" CONCRETE PANEL. 5. NON CONCRETE INFILL. 6. (2) 5/4"4. BOLTS THRU CHANNEL AND GLB. 1. ROOF LEVEL. se4TIONI L EXISTING CONCRETE COLUMN. 2. EXISTING CONCRETE PANEL. 3. EXISTING WALL FINISH. 4. REMOVE EXISTING WALL FINISH AT THIS LOCATION (1= 12)._. 5. REMOVE DAMAGED CONCRETE WITHOUT DAMAGING EXISTING RESAR. GLEAN SURFACE BEFORE POURING NEW CONCRETE. b. #3 TIES ®18" 0.C. VERTICALLY, EPDXY',. INTO COLUMN/PANEL W/ SIMPSON SET OR APPROVED' 'EQUAL. 1. #5 VERITAL`REBAR EMBED AND EPDXY 6' INTO EXISTING SLAB. 8: NEW G.I.P.. CONCRETE re'. .7 3000 PSI. MATCH EXISTING COLUMN FINSH. SECTION O 2.1 4" 2" I CONCRETE PANEL TO ROOF AND COLUMN CONNECTION FRONT V I EA OI G.M.U. INFILL PER DETAIL 1 /SI. °2 EXISTING FULL HEIGHT CONCRETE PANEL. 3° EXISTING. CONCRETE PANEL. VERIFY EXISTING CONNECTION TO BE PER DETAIL 15/SI. I. (E) 6" CONCRETE PANEL. 2. (E) CONCRETE COLUMN. 5. (E) G.L. BEAM. 4. (E) 6" x 14" WOCC) BLOCKING. 5. (E) ROOF PECK. 6. 6" GMU INFILL. '7. #5 REBAR ® 52" 0.C. S. TOP 8" OF WALL FORM 4 GROUT. 9. #5 X CONT. IN -BOND BEAM. 10. EPDXY REBAR INTO EXISTING CONCRETE PANEL. THIS PROCESS REOUIRES SPECIAL INSPECTION. I!. #5 x 18" LONG REBARS ® 16" O.G. 12. L 4" x 4" x 1/4" x 4" LONG W/ I" m EXPANSION BOLT INTO COLUMN AND PANEL ®16" O.G. (STAGGERED). 13. 4" x 8" WOOD BLOCKING. 14. 1/4" x 4" PLATES. 15. 2 -5/4" THRU BOLTS. 16. 5/4" m EPDXIED BOLTS. 11. SIMPSON STRAP MST 66 AT ALL BLOCK SPLICES. (E) CONCRETE PANEL d ,NEW GMU INFILL ON ONE SIDE OF THE' COLUMN ONLY AT BIM. 5. SIDE VIEW 4. A CONCRETE PANEL TO CONCRETE COLUMN CONNECTION CITY Of TUIDIII1 APPROVED JAN 2 3 20)1 AS NOFE)) D tvaz "1 u r JAR 1 9 2001 REID DD - EXISTING COLUMN. CONCRETE PANEL. L 4" x 4" x 1/4" x4 " LONG ® 16" O.C. (I) I" 4 EXPANSION BOLT -INTO - COLUMN__ ANtLE JAN 1 9 2001 An) PillUULCIUIV . o E N W " ER to v E � L Z Y Q ! ,,..41„,,,3, M �X O �2 800X NS24 h1G t� DRAIMO PILE NORTH WALL REINFORCEMENT S1 SEISMIC: Z= I V =O.IW, WIND: 15 p.s.P. GENERL S A TRUCTURAL NOTES APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS GODS: COMPLY WITH 1991 UNIFORM BLDG. CODE. COMPLY WITH SECTION 3405.2 WHICH READS, "ADDITIONS, ALTERATIONS OR REPAIRS MA BE MADE TO ANY BUILDING OR STRUCTURE TO COMPLY NTH ALL THE REQUIREMENTS OF THIS CODE, PROVIDED THE ADDITION, ALTERATION OR REPAIR CONFORMS TO THAT REQUIRED FOR A NEW BUILDING OR STRUCTURE. LIVE LOADS: PER CODE. FOR EXCEPTIONS 8 CLARIFICATION, SEE PLANS. MECHANICAL LOADS: SEE PLANS. SHOP DRAWINGS: I. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH COMPLIANCE OF THE FOLLOWING PRE -SHOP DRAWING MEETING(5): A. CONTRACTOR SHALL SCHEDULE 8 CARRY OUT PRE -SHOP DRAWING MEETINGS WITH THE PROJECT STRUCTURAL ENGINEER. B. ALL SUCH MEETINGS SHALL BE HELD AT KPFF OFFICE. C. EACH TRADE DETAILER REQUIRED TO SUBMIT SHOP DRAWINGS FOR STRUCTURAL REVIEW SHALL PARTICIPATE. 2. THE STRUCTURAL SHOP DRAWING REVIEW 15 INTENDED TO HELP THE ENGINEER VERIFY HIS DESIGN CONCEPT. THIS REVIEW 15 ONLY FOR GENERAL CONFORMANCE PITH THE DESIGN CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH DESIGN DRAWINGS 4 SPECIFICATIONS ALL OF WHICH HAS A PRIORITY OVER THESE SHOP DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMED 8 CORRELATED DIMENSIONS, FABRICATION PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY, AND COORDINATION OF THE SORE WITH OTHER TRADES. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK HIS OWN SHOP DRAWINGS AND THOSE OF HIS SUBCONTRACTORS. 3. THE STRUCTURAL SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF NOT CHECKED BY CONTRACTOR OR A CURSORY REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTORS CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH. ARE NOT CLOUDED OR FLAGGED BY SUB -. MITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. 4. CONCRETE MIX DESIGNS: SUBMITTALS SHALL BE PREPARED BY OR CERTIFIED TO CONFORM TO ACI CODE BY AN INDEPENDENT TESTING LABORATORY PRIOR TO SUBMITTING TO ARCHITECT. EACH SEPARATE MIX DESIGN SHALL BE INCLUDED WITH A COVER LETTER INDICATING ALL LOCATIONS ON THE PROJECT WHERE THE MIX WILL BE USED. 5. THE FOLLOWING SHOP DRAWINGS ARE NOT REQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW: A. SHORING AND BRACING. B. WINDOW MULLIONS AND ARCHITECTURAL ITEMS NORMALLY ENGINEERED BY THE CONTRACTOR. C. SLAB ON GRADE REBAR AND SPREAD FOOTINGS REBAR. D. STRUCTURAL STEEL MILL REPORTS. S. FOLLOWING SHOP DRAWINGS 8 CALCULATIONS WHEN APPLICABLE, ARE REQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW. A. MISCELLANEOUS STRUCTURAL STEEL. B. SPLICED REINFORCING. C. LOCATION OF CONSTRUCTION AND SHRINKAGE CONTROL JOINTS. D. WELDER'S CERTIFICATION 1. ANY RESUBMITTAL OF A DETAIL SHEET WITH ADDED INFORMATION SHALL BE ACCOMPANIED BY LOCATION PLAN IDENTIFYING THE MEMBERS INVOLVED, AND CLOUDING AROUND ADDED INFORMATION. 8. DIMENSIONS WILL NOT BE CHECKED. DIMENSION CHECKING AND CHECKING OF DESIGN CHANGES PROPOSED BY CONTRACTOR WITHOUT PRIOR CONSULTATION WITH THE ENGINEER SHALL BE CHECKED ONLY IF THE CONTRACTOR WISHES THEM TO BE CHECKED AT HI5 COST. 9. ANY ENGINEERING SUBMITTED FOR REVIEW SHALL BE APPROPRIATELY SEALED. FULL RESPONSIBILITY OF SUCH ENGINEERING RESTS WITH THE PERSON SEALING THE DESIGN STRUCTURAL OBSERVATION: IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL STRUCTURAL WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS.. ANY STRUCTURAL OBSERVATION PROVIDED BY OTHERS DOES NOT RELIEVE HIM OF THIS RESPONSIBILITY. ANY STRUCTURAL DEVIATIONS FROM THE CONTRACT DOCUMENTS THAT ARE FOUND AT A LATER DATE AND ARE DECLARED TO BE SIGNIFICANT BY THE STRUCTURAL ENGINEER SHALL BE CORRECTED BY THE CONTRACTOR WITH ALL DISPATCH. THE STRUCTURAL OBSERVER 15 NOT AUTHORIZED TO DIRECT OR APPROVE ANY CHANGES FROM THE CONTRACT DOCUMENTS. IF THE CONTRACTOR WISHES TO QUESTION THE STRUCTURAL OBSERVER'S INTERPRETATION OF THE CONTRACT DOCUMENTS, HE MAY DO 50 DIRECTLY WITH THE ARCHITECT OR THE STRUCTURAL ENGINEER. THE STRUCTURAL OBSERVER 15 NOT AUTHORIZED TO STOP OR DELAY THE WORK. IF THE CONTRACTOR ELECTS TO CONTINUE WITH A CERTAIN WORK AFTER BEING NOTIFIED BY THE STRUCTURAL OBSERVER THAT SUCH WORK 15 UNACCEPTABLE, HE DOES SO AT HIS OWN RESPONSIBILITY 4 RISKS CORRECTING THE PORK AT A LEGS OPPORTUNE TIME. THE STRUCTJRAL OBSERVER 15 NOT INSPECTING FOR OSHA COMPLIANCE 8 TEMPORARY CONSTRUCTION, SUCH AS BRACING. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE FACILITIES FOR THE STRUCTURAL OBSERVER, TO ALLOW HIM TO PERFORM HIS WORK SAFELY AND EFFICIENTLY. SPECIAL STRUCTURAL INSPECTION: SPECIAL STRUCTURAL OBSERVATION BY SPECIAL OBSERVERS SATISFACTORY TO THE BUILDING OFFICIAL 15 REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 108 AND CHAPTER 0 OF THE UNIFORM BUILDING: I. CONCRETE: DURING THE TAKING OF TEST SPECIMENS 8 PLACING OF REINFORCED CONCRETE EXCEPT SLABS ON GRADE. NOT REQUIRED FOR: A. FOUNDATIONS CONFORMING TO MINIMUM REQUIREMENTS OF TABLE IS -I -D PROVIDED THE BUILDING OFFICIAL FINDS THAT A SPECIAL HAZARD DOES NOT EXIST. B. FOUNDATION CONCRETE OTHER THAN CAST -IN -PLACE DRILLED PILES OR CAISSONS, WHERE F'C < 2,500 P.S.i. USED FOR DESIGN. G. SLABS ON GRADE. D. LCW HAZARD SITE WORK. 2. BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE WHEN STRESS INCREASES PERMITTED BY FOOTNOTE 5 OF TABLE I9 -E AND DURING INSTALLATION OF EXPANSION BOLTS 8 EPDXY BOLTS /REBAR INTO EXISTING CONCRETE. 3. REINFORCING STEEL: A. DURING PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM I. ABOVE AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ITEM 2. ABOVE. 4. WELDING: A. DURING ALL STRUCTURAL WELDING, INCLUDING GELDING OF REINFORCING STEEL, EXCEPT AS NOTED BELOW: PERIODIC INSPECTION ONLY IS REQUIRED FOR: I. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16 INCH. 2. SHEET STEEL FOR COLD- FORMED STEEL FRAMING MEMBERS SUCH AG STUDS AND JOISTS. INSPECTION NOT REQUIRED FOR: I. GELDING DONE IN AN AISG CERTIFIED FABRICATOR'S SHOP OR IN A FABRICATORS SHOP APPROVED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 17011 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS: THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULES OF SPECIAL STRUCTURAL INSPECTIONS. SPECIAL OBSERVATION: AS REQUIRED ABOVE EXCEPT AT, I. FOUNDATION AND SLAB ON GRADE DESIGN USES F'C = 2500 P.S.I. EARTHWORK: REMOVE UPPER SIX INCHES OR MORE CONTAINING ROOTS, GRASS, AND ORGANIC MATERIAL AND DISPOSE OFF THE SITE. EXCAVATE AND STOCKPILE. SCARIFY THE COMPACT EXPOSED SUBGRADE FOR A DEPTH OF 12 INCHES. BRING UP FILL USING STOCKPILED MATERIAL AND /OR APPROVED MATERIAL WITH LOW PLASTICITY IN 8 -INCH MAX. THICK LAYERS, COMPACTING EACH LAYER TO 95 PERCENT OF ASTM D -698. EXCAVATION AND COMPACTION OF FILL SHALL EXTEND MINIMUM OF 10 FEET BEYOND THE BUILDING LINES. THE EARTHWORK SHALL BE DONE UNDER SUPERVISION OF A SOIL ENGINEER RETAINED BY THE CONTRACTOR, WHO SHALL VERIFY ABOVE SPECIFICATIONS FOR THE SUPPORT OF SLAB ON GRADE AND FOR THE CONTROL OF SOIL SWELLING. THE EXCAVATION SHALL REMOVE ALL SWELLABLE SOIL AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL AT I' -6" MINIMUM BELOW NATURAL OR FINISH GRADE, WHICHEVER 15 LOWER. ALLOWABLE SOIL BEARING 1,500 P.S.F. FOR SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL OR CLAYEY GRAVEL. EXCAVATIONS FOR FOUNDATIONS SHALL BE INSPECTED BY A SOIL ENGINEER TO VERIFY ASSUMED ALLOWABLE SOIL BEARING AND LOW SETTLEMENT AND SWELL POTENTIAL, AND TO MAKE ANY ADDITIONAL RECOMMENDATIONS. CONCRETE: SHALL MEET ALL THE REQUIREMENTS OF ACI 301 WITH TYPE II CEMENT. MINIMUM 28 DAY STRENGTH 3,000 P.5.1., EXCEPT AS FOLLOWS: (2500 P.5.1. USED FOR DESIGN) SLABS ON GRADE ........................ P.5.1. NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NO7 BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. CONCRETE SHALL BE PLACED WITHIN 9O,MINUTES OF!BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90 DEGREES FAHRENHEIT UNLESS FREAPPROVED BY THE ENGINEER. FLY ASH SHALL NOT BE USED. MECHANICALLY VIBRATE .ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND EMBEDDED ITEMS. ' SLUMP 4 INCHES FOR SLABS NOT ON GRADE AND 5 INCHES FOR OTHER. CONCRETE. DO NOT TAMP SLABS. USE ROLLER BUG, VIBRATING SCREED OR BULL FLOAT TO FINISH. DO NOT ADD WATER TO CONCRETE AT SITE. ALL REINFORCING, INCLUDING DOWELS AND ANCHOR BOLTS, SHALL BE SECURELY TIED IN LOCATION BEFORE PLACING CONCRETE OR GROUT. DOWELS GILL NOT BE ALLOWED TO BE "STABBED" IN. CURE UNCOVERED SLABS ON GRADE AND JOB CAST PRECAST PANELS. WITH POLYETHYLENE FOR 5 DAYS. TAPE JOINTS WITH b INCH LAPS AND COVER WITH SAND. CURING COMPOUND FOR OTHER WORK SHALL BE COMPATIBLE WITH APPLIED FINISH, CONFORM TO ASTM C -309 AND SHALL BE CLEAR ON UNCOVERED STRUCTURE AND WHITE PIGMENTED ON COVERED STRUCTURE. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN I GALLON PER 200 SQUARE FEET. THE CONTRACTOR SHALL FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN I /I6" UP TO THE PROJECT COMPLETION. MINIMUM STRENGTH FOR REMOVAL OF BOTTOM FORMS AND SHORING SHALL BE 15% OF SPECIFIED STRENGTH AT 28 DAYS. COLUMN AND WALL FORMS MAY BE REMOVED IN 24 HOURS FOR MINIMUM 4,000 P.5.1. CONCRETE. ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE GET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI BOI.SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC. REINFORCING: ASTM A -615 GRADE 60 EXCEPT AS FOLLOWS: #2 BARS. GRADE 40 #1 AND LARGER BARS TO BE WELDED....A -106 WIRE MESH, FLAT SHEETS .............A -185 WELDED ANCHORS GRADE 40, CHEMICAL ANALYSIS LIMITED PER ANS SPEC FOR GELD WITHOUT PREHEAT. ALSO SEE "WELDING" BELOW. ALL REINFORCING BARS DEFORMED EXCEPT #2 BARS AND WIRE MESH. LATEST ACI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES TO ANY REINFORCING INCLUDING TIES ARE AS FOLLOWS: CONCRETE PLACED AGAINST ROUGH EARTH........ 5" * SLABS AND JOISTS NOT EXPOSED TO WEATHER..... I" ALL OTHER. 1 1/2" *2" COVERAGE FOR FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 15 REQUIRED FOR #6 OR. LARGER REBAR. SMALLER CLEARANCES PERMISSIBLE FOR PRECAST OR PRESTRESSED. MESH SPLICES: WIRE SPACING PLUS 2 INCHES. LAP SPLICES IN CONCRETE: SEE DRAWINGS. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING LAP SPLICES: #5, I6 "; #4, 22 "; #5, 2'7"; #6, 35 "; #1, 48'; #8, 55"; #9, 8O "; #10, IO2' #I1, 125 ".MINIMUM CLEAR COVER FOR SPLICED REINFORCING 15 GREATER THAN ONE BAR DIAMETER, AND MINIMUM CLEAR SPACING 15 GREATER THAN TWO BAR DIAMETERS. SPLICE BOTTOM BAR. OVER SUPPORTS AND TOP BAR AT MIDSPAN ONLY. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL. PROVIDE REQUIRED SHOP DRAWINGS AND FABRICATE AFTER THE ARCHITECTS REVIEW. SEE SHOP DRAINING SECTION ABOVE. PLACE REBAR PER CR51 MANUAL. REBAR SPACINGS GIVEN ARE MAXIMUMON CENTER WHETHER STATED AS "O.0." OR NOT, AND ALL REBAR 15 CONTINUOUS WHETHER STATED AS "CON/T." OR NOT. PROVIDE BENT CORNER REBAR TO MATCH AND LAP WITH HORIZONTAL REBARS AT CORNERS AND INTERSECTION OF WALLS, BEAMS, BOND BEAMS AND FOOTINGS PER ACI MANUAL. DOWEL ALL VERTICAL REBAR TO FOUNDATIONS. SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT. WHERE REINFORCING 15 SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (OR EQUIVALENT) MAY BE USED. SIZES AND TYPES SHALL. BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICBO RESEARCH REPORT. "FIBERMESH" OR "GRACE FIBERS" OR "FORTA CR" OR DURAFIBER" OR EQUIVALENT INDEPENDENTLY TESTED POLYPROPYLENE FIBERS MAY BE SUBSTITUTED AT A RATE OF 1.5 POUNDS PER CUBIC YARD OF CONCRETE FOR GELDED WIRE FABRIC IN SLABS ON GRADE. STRUCTURAL STEEL: ASTM A5T2 GRADE 50 WITH SPECIAL REQUIREMENTS PER AISC TECHNICAL BULLETIN 3 FOR ALL WIDE FLANGE SECTIONS AND ASTM A -55 FOR ALL OTHER SECTIONS EXCEPT AS FOLLOWS: PIPE STEEL: ASTM A -53 GRADE B OR A -50I. TUBE STEEL: ASTM A -500 GRADE B (FY = 46 KSI) FOR SIZES UP TO 5/8" THICK. ASTM A512 GRADE 50 FOR MEMBERS SPECIFICALLY MARKED ON PLANS AND SCHEDULES WITH SYMBOL (50. PLAIN BOLTS, A5TM A -307. PLAIN ANCHOR BOLTS, ASTM A -3010R ASTM A -36. HIGH STRENGTH ANCHOR BOLTS ASTM A449 OR A325. HIGH STRENGTH BOLTS, ASTM A- 325 -N. TESTED BY A CALIBRATED WRENCH UNLESS LOAD INDICATOR BOLTS ARE USED. HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO °SNUG TIGHT' CONDITION PER AISG, UNLESS SPECIFICALLY CALLED OUT TO BE 'TORQUED AND TESTED BY A CALIBRATED TORQUE WRENCH. OPEN WEB JOISTS PER STEEL JOIST INSTITUTE SPECIFICATIONS. LATEST AI50 MANUAL PARTS I THROUGH 4 AND AISG SPECIFICATIONS APPLY (EXCEPT SECTION Al AND CHAPTER N) AND EXCLUDING SECTIONS 3 AND 4 OF THE 'AISG CODE OF STADARD PRACTICE. MINIMUM EMBEDMENT OF ALL HORIZONTAL BOLTS AND PLAIN ANCHORS IN GROUT OR CONCRETE SHALL BE 5 INCHES INCLUDING HEAD OR 5 INCHES WITH A 3 INCH HOOK. VERTICAL BOLTS SHALL HAVE 6 INCHES VERTICAL EMBEDMENT INCLUDING HEAD OR 8 INCHES WITH A 3 INCH HOOK. WELDED "ANCHORS" AND GELD ANCHOR BOLTS SHALL BE HEADED STUDS, WELDED ALL AROUND WITH 5/16 INCH FILLET GELD AND SHALL NOT CONTAIN THREADS. 'HEADED ANCHOR STUDS (HAS.)" AND "SHEAR CONNECTORS" SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR AND SHALL BE NELSON OR KBM INSTALLED PER MANUFACTURERS RECOMMENDATIONS. THEY SHALL BE3/4 INCH DIAMETER X 5 INCHES LONG UNLESS NOTED OTHERWISE. SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT SUPPORT FRAMING AND SPREADERS. SEE MECHANICAL H ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY, SIZE, LOCATIONS, AND WEIGHT OF MECHANICAL UNITS. CAMBER UP ALL STEEL BEAMS AND GIRDERS WHERE INDICATED ON PLANS WITH NOTATION C = CAMBER IN INCHES. LINO. ON PLANS CAMBER UP ALL STEEL BEAMS AND GIRDERS L/500 AT MIDSPAN WHERE SPAN L EXCEEDS 25' -0". SEE "WELDING" SECTION FOR SPECIAL REQUIREMENTS. WELDING: ALL CONSTRUCTION AND TESTING PER AMERICAN GELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB E HAVING CURRENT EXPERIENCE IN TYPE OF GELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT GELDING CERTIFICATES FOR EACH WELDER PRIOR TO COMMENCING THE WORK_ WELDING RODS TO BE LOIN HYDROGEN TYPE, E'O SERIES, PER AWS DI.I TYPICALLY EXCEPT E -6010 SERIES FOR STEEL SHEET METAL PER ASS DIG AND REINFORCING WELDMENTS PER ASS DI.4. USE EFO SERIES WELDING RODS FOR A105 REBAR. ALL FULL- PENETRATION GROOVE OR BUTT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE INSPECTED BY AN INDEPENDENT TESTING LABORATORY, WHICH SHALL TEST ULTRASONICALLY A SUFFICIENT. NUMBER OF WELDS BUT NOT LESS'. THAN 25. PERCENT OF TOTAL PER WADER, TO CERTIFY ALL SPLICES AS MEETING OR EXCEEDING STRENGTH OF MATERIAL SPLICED. TWD COPIES OF ALL TEST REPORTS AND A LETTER OF SUCH CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT. FIELD INDICATED WELDS MAY BE DONE IN SHOP. SHOP INDICATED 'WELDS MAY BE DONE IN FIELD ONLY IF APPROVED PRIOR TO CONSTRUCTION. FIRE PREVENTION WHEN WELDING: THE CONTRACTOR SHALL EXERCISE EVERY PRECAUTION AGAINST FIRE. BEFORE GELDING NEAR OR ABOVE COMBUSTIBLE MATERIAL, THE GENERAL AREA SHALL'.. BE DAMPENED GITH A FOG SPRAY. A GATES HOSE UNDER WATER PRESSURE WITH A SHUT OFF CONTROL AT THE NO771 F END SHALL BE AT HAND ADJACENT TO THE MATERIALL. AT ALL TIMES WELDING 15 IN PROGRESS C FOR AT LEAST ONE HOUR THEREAFTER. IN ADDITION, AN OPERATING 3 -1/2 GALLON OR LARGER FIRE EXTINGUISHER SHALL BE AT HAND. SUSPEND A FIREPROOF BLANKET BELOW THE GELD POINT TO CATCH ALL THE WELD SPARKS AND SPLATTERS, WHEN WELDING NEAR COMBUSTIBLE MATERIAL. NO WELDING SHALL BE PERFORMED ON THE SITE DURING THE LAST HOUR BEFORE THE SITE 15 VACATED. STEEL STUDS FOR EXTERIOR GALLS FOR BEARING WALLS: STEEL STUD SYSTEM SHALL BE DESIGNED BY STUD MANUFACTURER, TO THE MINIMUM CRITERIA NOTED BELOW AND SHOWN ON PLANS_ SUBMIT FOR REVIEW PRIOR. TO PROCEEDING GITH WORK.. ALL lb GAGESTUDS AND HEAVIER SHALL BEA -510 WITH 50,000 PS.I. YIELD STRESS. ALL OTHER STUD MATERIAL SHALL BE 33,000 P.5.1. STEEL OF STANDARD COMMERCIAL QUALITY. STUDS SHALL BE "C" SHAPE WITH MINIMUM 1 -1/4" FLANGE WIDTH AND STIFFENED LIP AND SPACED AT lb INCHES ON CENTERS MAXIMUM. THEIR DEPTHS AND GAGE SHALL BE AS SHOWN ON DRAG/NOS. MINIMUM 16 GAGE UNLESS NOTED OTHERWISE ON DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS: 4 ", 18 GAGE: IX = 0.1101 IN 5X = 0.5519 4 ", lb GAGE: IX = 0.8904 IN"4; 5X = 0.4415 1N'3. 6 ", 18 GAGE: IX = 1.8916 IN"4; 5X = 0.6304 IN 6 ", 16 GAGE: IX = 2.3121 IN"4, 5X = 0.1909 IN"3. TRACKS SHALL BE 16 GAGE WITH MINIMUM FLANGE WIDTH OF I- 5/16 ". CONNECT NON - BEARING STUDS TO TRACKS WITH #8 GAGE SCREW EACH FLANGE EXCEPT WHEN SLIP CONNECTION 15 REQUIRED, TO AVOID TRANSFERRING FRAMING LOADS INTO, AND THRU THE STUDS. BEAR FULL WEB SECTION WITHOUT PUNCH CUT AGAINST TRACK AND WELD WEB CONTINUOUSLY AT BEARING GALLS. BRACING SHALL BE L -TYPE ATTACHED TO EACH FLANGE OUTSIDE FACE. (USE THIS FOR SHEATHED BEARING WALLS) BRIDGING SHALL BE COLD ROLLED CHANNEL, MINIMUM 1 -1/2" DEEP WITH 9 /I6" FLANGE WIDTH FOR GALLS SHEATHED BOTH SIDES. SPACE BRIDGING AT 4' -0" MAXIMUM O.G. VERTICALLY. WALLS WITHOUT SHEATHING ON EACH FACE SHALL HAVE FULL DEPTH BLOCKING AT 2' -8" MAXIMUM ON CENTERS VERTICALLY. BLOCKING SHALL BE ATTACHED TO STUDS WITH lb GAGE CLIP ANGLES. (USE FOR NON - BEARING GALLS) LOCATE ONE LINE DIRECTLY UNDER THE TRACK AT SLIP CONNECTION. ADD STUDS AT ALL JAMBS TO REPLACE STUDS CUT BY OPENING. CONNECT ROLLED CHANNEL BRIDGING TO STUD BY CLIP ANGLE WELDED. TO STUD FLANGES. ALL CONNECTIONS NOT SHOWN OR NOTED SHALL BE PER MANUFACTURERS RECOMMENDATIONS. ANCHOR TRACK TO CONCRETE WITH 3/16" DIAMETER X I -I/2" PENETRATION STANDARD VELOCITY POWDER DRIVEN INSERTS LOCATED 3" MINIMUM FROM ANY CONCRETE EDGE, OR PNEUMATIC DRIVEN INSERTS LOCATED 5" MINIMUM FROM ANY CONCRETE EDGE, AT lb" MAXIMUM O.G. IN LIEU OF INSERTS, 1/2" DIAMETER BOLTS WITH 4" MINIMUM EMBEDMENT, AT 48" MAXIMUM O.G. MAY BE USED. ALL ANCHORS SHALL HAVE ICBO APPROVAL. MINIMUM TWO BOLTS OR INSERTS PER ANY TRACK SECTION, MAXIMUM b" FROM ENDS OF TRACK SECTION. WOOD - GENERAL: ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARDS. ALL LUMBER PIECES SHALL BEAR THE GRADE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU OR WOOD PRODUCTS ASSOCIATION GRADING RULES. REGARDLESS OF REQUIRED GRADE STAMP AND CERTIFICATIONS, ALL LUMBER, EACH PIECE, IN PLACE IN THE STRUCTURE SHALL BE OF THE ORIGINAL GRADE SPECIFIED OR BETTER WHEN INSPECTED BY THE GRADING AGENCY. GRADE LOSS RESULTING FROM EFFECTS OF WEATHERING, HANDLING, STORAGE, REGAINING, OR DIVIDING LENGTHS, GILL BE CAUSE FOR REJECTION. ALL LUMBER IN CONTACT WITH CONCRETE SLAB OR G.M.U. STEM WALL SHALL BE PRESSURE TREADED. ALL FRAMING NAILS SHALL BE COMMON NAILS. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. SASH LUMBER: WEST COAST DOUGLAS FIR. POST AND bX BEAMS: NO. I N BETTER. BUILT UP BEAMS 8 4X JOISTS: NO. I. ALL OTHER STRUCTURAL FRAMING NO. 2 OR BETTER. SUPPLEMENTARY NOTES:. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ANY MEMBERS REQUIRED TO SUPPORT EQUIPMENT FROM THE FRAMING SHOWN SHALL BE DESIGNED AND PROVIDED BY THE EQUIPMENT CONTRACTOR. FOR CONNECTIONS, SEE DETAILS. IF NOT SHOWN OR NOTED, MINIMUM CONNECTIONS TO BE INCLUDED IN COST SHALL BE TWO 3/4" DIAMETER BOLTS OR 3/16" FILLET WELD 4" LONG USING 1/4" CONNECTION MATERIAL AND DETAILED TO MINIMIZE BENDING IN CONNECTION. PROCEED AFTER CLARIFICATION THROUGH SHOP DRAWING SUBMITTAL. EXPANSION BOLTS IN CONCRETE SHOWN IN DRAWINGS SHALL BE KWIK -BOLT II OR HD! BY HILTI, OR APPROVED ALTERNATE WITH ALLOWABLE VALUES EQUAL TO OR EXCEEDING THOSE FOR HILTI, PER CURRENT ICBO RESEARCH RECOMMENDATION. EMBED 5 -1/4" MINIMUM FOR 3/4" DIAMETER BOLTS. WHERE SPALLING 15 ANTICIPATED DUE TO INSUFFICIENT EDGE DISTANCE, USE THREADED ANCHOR ROD EPDXIED INTO DRILLED HOLE. REINFORCING OR THREADED RODS DRILLED AND EPDXIED INTO EXISTING CONCRETE ASDETAILED SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT: HILTI HVA/HEA ICBO #4016, 9 DIAMCIEK5 EMBEDMENT MINIMUM HILTI HIT G -IOC ICED #4415, 14 DIAMETERS EMBEDMENT MINIMUM HILTI HSE HIGH STRENGTH EPDXY DOWELLING SYSTEM,/ DIAMETERS EMBEDMENT MIN. ITN RAMSET EPCON CERAMIC b, ICBO #4285, 9 DIAMETERS EMBEDMENT MIN. COVERT CIA GEL EPDXY, ICBO #4845, 9 DIAMETERS EMBEDMENT MINIMUM RAWL /SIKA FOIL FAST SYSTEM, 9 DIAMETERS EMBEDMENT MINIMUM SIKADUR, HI -MOD GEL SYSTEM, 10 DIAMETERS EMBEDMENT MINIMUM INSTALLATION OF EPDXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICBO REPORT, IF ANY. EXPANSION BOLTS IN CONCRETE SHOWN IN DRAWINGS SHALL BE BY ONE OF THE FOLLOWING MANUFACTURERS OR SUBMITTED ALTERNATE FOR APPROVAL ALONG WITH ICBO APPROVAL REPORT NUMNBER: HILTI KIWIK -BOLT II ICBO REPORT NO. 4621 ITS RAMSET / REDHEAD TRUBOLT ICBO REPORT NO. 1312 BAWL BOLT OR STUD ICBO REPORT NO. 4514 WEJ -IT ANKR -TITE IGBO REPORT NO. ER -1821? EMBED 5 -1/4" MINIMUM FOR 5/4" 5 BOLTS. INHERE SPALLING IS ANTICIPATED DUE TO INSUFFICIENT EDGE DISTANCE, USE THREADED ANCHOR ROD EPDXIED INTO DRILLED HOLE. "COMPRESSIBLE MATERIAL" SHALL BE SPONGE RUBBER. OPTIONS AND APPROVED SUBSTITUTIONS ARE FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES AND ADDITIONAL COSTS NECESSARY AND SHALL COORDINATE ALL DETAILS. ANY ENGINEERING DESIGN' PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN INSURED STRUCTURAL', ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE. IN THE TYPE OF DESIGN SUBMITTED. UNLESS NOTED OTHERWISE, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES, OR TITLES. ALL DETAILS SHOWN SHALL BE IMPORTED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY INDICATED OR NOT. TYPICAL DETAILS MAY OR MAY NOT BE REFERENCED ON THE DOCUMENTS, BUT SHALL APPLY AT ALL LOCATIONS, UNLESS NOTED OTHERWISE. WHERE NO DETAIL CUTS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK SHOWN ELSWHERE ON THE PROJECT. FOR BIDDING PURPOSES, WHERE ANY SHOWN MEMBER OR STRUCTURAL ELEMENT IS NOT SIZED ON THE DOCUMENTS, THE LARGEST SIMILAR MEMBER USED IN THE PROJECT SHALL BE UTILIZED. IN CASE OF CONFLICTS, MORE COSTLY REQUIREMENTS GOVERN FOR BIDDING. SUBMIT CLARIFICATION REQUEST PRIOR TO PROCEEDING GITH WORK. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL ESTABLISH AND VERIFY IN FIELD ALL EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT AS DEPICTED IN DRAWINGS. ALL CONSTRUCTION MEETING. OR CROSSING EXPANSION OR SHRINKAGE CONTROL JOINTS IN FRAMED FLOORS OR ROOFS MUST HAVE PROVISIONS TO ACCOMMODATE THE MOVEMENT OR MUST BE DELAYED UNTIL THE JOINT IS CLOSED. CITY OF TUKKWIIA DRY PACK IN SPACES LARGER THAN 5/8" SHALL BE ONE PART CEMENT AND 2 -1/2 APPROVED FARTS SAND WITH JUST ENOUGH WATER TO HYDRATE GEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED. IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE. MINIMUM 28 DAY STRENGTH TO BE JAW 2 3 2001 5,000 P.S.I. P:u(tU GROUT OTHER THAN FOR FILLING MASONRY CELLS, SHALL BE NON - SHRINK, NON - METALLIC, MEETING ASTM 0-1101 GRADE B OR C, MIXED AND INSTALLED PER INK ' "' MANUFACTURER'S SPECIFICATIONS. THE GROUT SHALL MAINTAIN FLUID CONSISTENCY FOR 30 MINUTES WITHIN A 45DEG. F TO 90 DEG. F TEMPERATURE RANGE. MINIMUM COMPRESSIVE STRENGTH 4500 P.5.1. IN THREE DAYS WITH INITIAL FLUID CONSISTENCY. ENGINEERING DESIGN TO BE PROVIDED BY CONTRACTOR: THE CONTRACTOR SHALL INCLUDE IN HIS BID, CONSTRUCTION DESIGN BY AN INSURED ARIZONA REGISTERED STRUCTURAL EN ENGINEER'S BONA FIDE EMPLOYEE FOR THE FOLLOWING PHASE IF APPLICABLE. THE DESIGN ENGINEER SHALL HAVE CONTINUOUS FIVE YEARS 0 TYPE OF DESIGN SUBMITTED, OR SHALL BE PREQUALIFIED BY I. CORRECTIVE MEASURES FOR ERRORS IN CONSTRUCTION ACCEPTABLE TO THE ARCHITECT. 5. SUPPORT SYSTEM FOR MECHANICAL EQUIPMENT INCLUDIN - FINK CONCENTRATIONS. DESIGN TO BE WITHIN ASSUMED LOA G:. WWWWWW E DEFERRED SUBMITTAL REQUIREMENTS PER 1991 UBG 105.3.4.2: ,o c o G SHOP DRAWINGS 8 CALCULATIONS (SEALED BY A WASHINGTO G(S TEF @ ENGINEER) FOR THE FOLLOWING PREMANUFACTURED ELEMENTS AL BF 11u AND REVIEWED BY THE CITY OF TUKWILA PRIOR TO INSTALLA I�,jQ! HE ARCHITECT AND ENGINEER SHALL REVIEW THESE SUBMITTALS - ' 477 TO YS LRE E TO THE CITY. m m I. PREFABRICATED LIGHT GAGE ENTRANCE. 2. PREFABRICATED LIGHT GAGE OFFICE AND MEZZANINE 5 RUC )RE MASONRY: BLOCK UNITS GRADE N -I LIGHTWEIGHT OR MEDIUM INSIGHT CO RETE, F'tdP ? 3 1500 P.5.1.. RUNNING BOND. MORTAR TYPE S.GROUT 2,000 P...1., I4Ul4 4 L 11 8 SLUMP SHALL BE 9 INCHES. GROUT SHALL BECONSOLIDATED :Y MEC, PcC 6 VIBRATION DURING PLACING BEFORE L055 OF PLASTICITY T MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS MAY BE FUDDLED OR RODDED. MAXIMUM GROUT LIFT WITHOUT CLEANO GALLS. STAY EACH END 8 AT 5' -0" O.G. VERTICALLY EACH VERTICAL REBAR USING SINGLE WIRE AND LOOP TYPE TIES. DO NOT BUILD SHEN AIR TEMPERATURE I5. LESS THAN 40 DEGREES F. PLACE PIPES OR CONDUITS IN. SLEEVES OR HOLLOW UNFILLED CELLS ONLY. FIELD VERIFY ALL PANEL TO CONCRETE CONNECTION TO BE PER DETAIL 5/55.1. ADD CONNECTIONS PER DETAIL 5/55.1 IF NECESSARY. STS 4 STRUCTURAL INEER OR THE OF CONSTRUCTION, D2D00-204 Ros(o jpbo5 ignggg 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS RECEIVED UIIY Ur IL. in UEC _. r. &U III �ERMIr C:_r. ARCH. PROJECT 900636 DRAWN: HLC BBB PROJECT CHECKED: FH/RG BRAVING TIRE: GENERAL STRUCTURAL NOTES S1.1 v ' ® EXISTING STRUCTURE. 10" x I' -O" x 3' LONG ADDED FOOTING, I eArk SEE DETAIL 7/S3.I. - -- 511 1 10" x I' -0" x 6' LONG ADDED FOOTING, SEE DETAIL 8 /53.1. 1 I I I2 NEW OPENING AT EXISTING CONCRETE PANEL.. • I, 13 NEW OPENINGS AT EXISTING G.M.U. WALL. 5 11 IJ�n 0 e NEW LIGHT GAGE INFILL AT EXISTING I I OPENING. O IS NEW RF_TAINING WALL FOR INFILLED AREA. / 6 EXISTING ENTRANCE TO BE REMOVED. I 0 EXISTING CONCRETE COLUMN TO REMAIN. t - a ® 6" 4 STD PIPE 1P REMOVE EXISTING PANEL AND REPLACE PER NOTE i is j� -�� � - -- �� i I 0 1 ,®i 3 I a - 0 I I 53.1 2; - M 16 1 . 1 O ® ri 0 f I m 13 53.1 gh L o I ® 0 m Tp �' I © d i I I AI 0 �� _ - - _ �� © �� ID -N�Y =_ WWII � it ' ES O GJEDiIt 1 ' Pan 0 �I ©0 i taus A7: . 0 1' B 137' 'C i D E E.5 F 2 .F5 G G.2? G8 H © O O ® ® J CL IJ (A.9B.1i F. F.6 ;,F.9):3.1' iKf 7Nr: ID o JAPJ 9 ^_ i i� FOUNI,ATION FLAN ; -:Nc -- D):(10- SCALE: 1/16" = 1' -0" REID MIDDL ETON, INC. ce z CO CO Cij 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISRAIBUTION: ARCH. PROJECTS 900636 DRAWN: HLC R OF TU C fi1' OF TLK: 9rr - RMIr LET. DATE 11/6/00 DDB PROJECTS CHECKED: FH/RG DRARING TITLE: FOUNDATION PLAN S2.1 store of its kind. Consulting Engineers & LOCATION: 2800 NORTH CENTRAL AVENUE, SUITE 1010 PHOENK ARIZONA 85004 „ WA" PHONE (602) 264-1010 KPFF PROJECT #: ER BLVD. FAX (602) 285-1010 100082.1 100233 1 BED BATH & BEYOND I DEC. 05, 2000 10:43:08 AM RANDYF 1 =1 _1_ ONESIZE I PLOT _ i XREFS: X -11, X -T0, KEY NOTES: r ` u O O 0 0 o o� 0 0 O O T 0 ® 0 TS 8" x 4" x 1/2" COLUMN. FOR CONNECTION ■ ® Q u o u u� / � � _ I R - - = °- _- D 1\ ' WATCH CEAS1 / / P °V 1 ® W O W ■ ` 20' p IIIII1I-r ` p 0 ® — - S 0 I I I i f f I I I I ® ( I I I o— I ®. ' ' S , II : I S SUPPORT) I r : I 0 T CO CO Cij 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISRAIBUTION: ARCH. PROJECTS 900636 DRAWN: HLC R OF TU C fi1' OF TLK: 9rr - RMIr LET. DATE 11/6/00 DDB PROJECTS CHECKED: FH/RG DRARING TITLE: FOUNDATION PLAN S2.1 store of its kind. Consulting Engineers & LOCATION: 2800 NORTH CENTRAL AVENUE, SUITE 1010 PHOENK ARIZONA 85004 „ WA" PHONE (602) 264-1010 KPFF PROJECT #: ER BLVD. FAX (602) 285-1010 100082.1 Q CL- CC 1 A.9 B. ISWTTCH GEA DISTRIBUTION: ARCH. PROJECTS 900636 DRAWN: HLC tltl.tlV F CITY OF TU!c" not' - A' ''l 11/6100 BBB PROJECTS CHECKED: ighTY F 111 6.1 ` I m ', o TM m TYP__ -- 1 : C �c SIM. m kvivr © 41% SIM. L ELECTRIC METER EECTRIC METER ROOF F RAMING FLAN SCALE: 1/16" = I' -0" MTH KEY NOTES: 0 W12x40. ▪ WSx24. ® W16x26. ® LIGHT GAGE INFILL PER G.S.N. OS STRUCTURE BY OTHERS. ® 4x12 BEAM UNDER MECHANICAL UNIT. O SIMPSON HANGER LUS4I4. ® MECHANICAL UNIT. INSTALLATION AND HOLDOWNS TO STRUCTURE PER MECH'L DRAWINGS. ® FIELD VERIFY GLUELAM BEAM TO BE x 40 -1/2 ". IN CASE OF DISCREPANCY THE NOTIFY THE STRUCTURAL ENGINEER THRU THE ARCHITECT. z ®0 #1000 MECHANICAL UNIT. ® NEW OPENINGS AT EXISTING CONCRETE PANEL. 2 NEW OPENINGS AT EXISTING G.M.U. WALL. 3 , NEW LIGHT GA. INFILL AT EXISTING OPENING. G.M.U. INFILL PER DETAIL 10/53.2. C111 Of - 11.011 pP:OWD iW.I 2 3 22'31 u) : •.,11DDLEHTON, INC_. gQO @0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS C rn DRAWN° TITLE: ROOF FRAMING PLAN S2.2 JOB # JOB NAME PLOTTED DATE & TIME UPDATED BY PLOT SCALE 'PCP' FILE I PLOT VIEW 100233 BED BATH & BEYOND DEC. 05, 2000 10:46:54 AM RANDYF 1 =1 ONESIZE PLOT I. COLUMN PER PLAN. 2. 3/4" x 10" x 14" BASE PLATE W /(4) 3/4%0 x 10" LONG BOLTS EPDXIED INTO EXISTING A A O I. REMOVE EXISTING MASONRY ON THIS LINE AFTER SHORING. A A © I. 6" CONCRETE STEM. © © 0 A A I. EXISTING COLUMN. 2. CONCRETE PANEL. = ' - 2. FOUNDATION DIMENSION AND REINFORCEMENT PER PLAN. 2. EXISTING M ASONRY WALL 3. TOOTH JOINT EVERY OTHER COURSE. Wine _� , !' A A 6 N 3. #5 18" O.G. 4. NEW CONCRETE SLAB ON GRADE PER PLAN AND G.S.N. 5. GOMPRESSIBLE MATERIAL. 6. COMPACTED SOIL PER G.S.N. 1. LIGHT GAGE FILL. IN PER G.S.N. 1/4 V 1 ' © 1 FOO"T"ING PER G.S.N. 3. -I/2" GROUT. 4. EXISTING FOUNDATION. pp _ I// / /, �� ` © I/ ' / /� / 4. 5 " MINIMUM BEARING. 5. #4 VERTICAL DOWEL TO NEW FLOOR SLAB. © 6. SOLID GROUT MASONRY. FIELD VERIFY TO BE NID E CONT. _ x VW MINIMUM " ti B* „G © v 3. L 3" x 3" x I/4" x S" LONG 48" O.G. 4. (2) 3/4"4 EXPANSION BOLTS. PANEL TO CONCRETE / ii ,� I. SYMMETRICAL LINE OP MALL. ABOUT CENTER 8. PROVIDE NEEDLE HOLES THRU WALL AT OPENING. SHORE UNTIL LINTEL AND NEW MASONRY IS IN PLACE. REMOVE O AND PATCH NEEDLE HOLES A P. STEEL BEAM PER PLAN WITH 5. EXISTING SLAB GUT TO © COLUMN. ACCOMMODATE NEW 6. CONCRETE CLOSURE. GONGRETE A 1' -0" © 3" GLR. COLUMN TO EXISTING PARTIAL ELEVATION OF RETAINING WAL L AT SLAB PILL IN I COLUMN CONNECTION ONEW FOOTING CONNECTION A O JAMB AND HEAD azt ® I■7 I. EXISTING CONCRETE PANEL. 2. L 4 x 6" x 5/16" x 4" LONG LLV 0 24" O.G. W /(I) 5/4 "4> BOLT EPDXIED INTO FOOTING AND INTO CONCRETE PANEL A PER G.S.N. 3. EXISTING FOOTING. 4. NEW CONCRETE SLAB ON GRADE PER PLAN AND G.S:N. I 5. GOMPRESIBLE MATERIAL. ` © 6, © A I. EXISTING ROOF DECK. r - - L - -,- - / - -,- - - - I - J 3/16" MASONRY PLATE. 10. 2- I /4 "x5 /5 "x CONT. PLATE 1/4 1,4 -12 T,F, i / /// / // / / / /. %I A 2. TS COLUMN, PER PLAN. t n n O. PLATE. x (- � I. EXISTING SLAB. 4 2. NEW CONCRETE SLAB ON GRADE PER PLAN AND G.S.N. 3. #4 x 15" LONG REBAR 0 4S" O.G. EPDXIED INTO EXISTING SLAB PER G.S.N. 4. COMPACTED SOIL PER G.S.N. A 4. (4) 5/5"0 x LONG BOLTS INTO WOOD BLOCKING. © III TYP. 2 COLUMN I 1 1 x x 4 I A -I- A . r- �_i..�:.. - Q _ X 3/16 5. EXISTING ROOF DECK. A TO i i 0 I/2 " 11 © O IN BEAM SECTION THRU OPENING NE LINTEL OPENING NEW CIP SLAB OEXISTI ®G SLAB G NE ION CONNECTION! 0 A T EXIST WALL CDSTEEL ROOF CONNECTION I. EXISTING ROOF DECK. 0 2. EXISTING M000 JOISTS. © 1/211 I 1. 3/8" CONNECTION PLATE THRU SLOT IN COLUMN. 2. MAX. NUMBER OF 1" A307 _ 2 6 y D ° A A ��������� T� --I ■ L (E) GMU JAMB. A 1 2. TS COLUMN PER PLAN I 1 3. EXISTING FOOTING 1 © 4. FOOTING ADDITION PER PLA I / / //, 3. LIGHT GAGE WALL PER A II La, A A D i� A © `- G.S.N. 4. LIGHT GAGE TRACK PER G.S.N. 5. #12 SCREWS S 6" O.G. 6 EXISTING SLAB. 2" 11/2" I/4" 0.0, SHORT BOLTS S 3" O. SLOTTED HOLES. 3 I/2" PLATE. WELD , 1111 11/2 mil Ilik I " U . I. NEW CAST IN -- AG NEL AN REINFORCE 1% PER PLAN. 2. EXISTING'FO &I 7 TION. 3. L 5" " x 5/ I (L.L.V) x 4" LONG AT END OF PANEL AND 0 2 0. W /(1) 3/4 "O BOLT EPDXIED 1N 0 FOOTING PER G.S.N. 4. 4 "0 x 4" LONG ROD. 5. 4x10 WOOD BLOCK W/ SLOTTED HOLES TO FIT AT BOLT LOCATIONS. 6. EXISTING PLYWOOD. 7. 3/4 "s x10" LONG BOLTS S 6" 0.C. 8. 16c1 NAILS 3" O.G. STAGGERED. P. ED E SLAB. 10. GRADE LEVEL. II. COMPRESIBLE MATERIAL. 12. EPDXY VERTICAL REBAR INTO FOUNDATION PER G.S.N. m CITY I 11 i_L_____ I I' I 1 IS r a �■� ��� ■� � :�J �° ' - TYP I/4 5/4" MIN. BEAM BEAMS IN-LINE F ® TO A TS COLUMN © COLUMN FOOTING AT END PILASTER MI SINWALL I/4" 11/2" ED O Cy:;'E T GRID 1 - A I. EXISTING G.M.U. MALL. 2. EXISTING I' -4" FOOTING, FIELD VERIFY. 3. COLUMN FOOTING PER A I. EXISTING ROOF. 1 L / / / / / / L� /,m 2 . EXISTIN PRECAST PANEL. ry r � 2 O r L (E) GMU JAMB. A 2 . T5 COLUMN PER PLAN 3. EXISTING FOOTING 4. FOOTING NG ADDI T10N PER PLAN. 16 © 3 O -- - - MA 0 3. SHORE EACH SI PANEL TO SUPPORT 2 � 0 P.�G' . 4. STEEL LIN / ER PLAN. N ■ ii • / / / / ` 1/4 I/ 3/16 d V 3 A © �� AIM! 0 A _ PLAN. 4. COLUMN PER PLAN. 5. I/2" GR 6. 3/4" x 4 -1/2" x 10" W /(2) 5/4" m x 10" LONG ANCHOR BOLT EPDXIED INTO EXISTING FOOTING. I. BREAK FOOTING AS NEEDED -_ � i _ N - - - 3 O © 5. 1 /4'�TE AT EACH END OF PANEL ND T 6' -0 ". 6. 5/16" x q" x q" PLATE AT EACH END OF PANEL AND AT 6' -O ". = RfIED� kPfF JAN 2 3 2fi 1 �_; . ,, , ®; _ - 2 A ''--\ Agi © _ ��' g o 7. (2) 5/5" BOLTS EPDXY TO PG O 2 ' /I6 PANEL PER G.S.N. 1/4 , ` PE / S. LIGHT GAGE STUD WALL PER G.S.N. ' / A q. EXISTING PURLIN. AT EXISTING PC PANEL AT GRID O 1'l U I , ; 1' O" TO POUR NEW FOUNDATION. u Ii : - -- 1 53.1 , COLUMN FOUNDATION GIP CONCRETE PANEL v COLUMN FOOTING AT MIDDLE PIL ASTERS ,_E0U fv TON, INC,. CDNEIN O @ONIN& *NEIN CC CC g, Q,O00 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DRAM,. TITLE: STRUCTURAL DETAILS S3.1 LLI cm CO CO CO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISiREAMON: JEC - C zoo ARCH. PROJECT'S 900636 DRAWN: HLG DATE 11/6!5 RcnF TUK OITY OF TUKWI LP 609 PROJECT'S CHECKED: FH/RG DRAWING TPLE: STRUCTURAL DETAILS S3.2 100233 I BED BATH & BEYOND I DEC. 05, 2000 10:47:46 AM I RANDYF 1 =12 A ONESIZE PLOT XREFS: X -TO, t -- 1 � B Q © m © © L (E) 6" CONCRETE PANEL. I I � 2 NP ' / / I. STEEL COLUMN PER PLAN. 2. EXISTING G.M.U. WALL. Q 4 I. (E) GLB. i - == 41 i © 2. (E) CONCRETE COLUMN. 3. (E) G.L. BEAM. 4. 14" NO (E) 6' x OD BLOCKING. 10 Q n - iPi Q Q a Q � p 1 I/�' M ./1 I/ 10' ���� ® agt AI • r il I 0 0 3. EXISTING PLYWOOD. 4. I/4x 10x PLATE 41 1_ � -- `} 5. (E) ROOF DEK. 2: 6. 6" GMU INFILL. 7. #s REBAR 0 32" O.G. I, ' � I RI J _ • 2. (E) 5 /8" THICK Q CONNECTOR. Q 3. (E) TES TO TOR © PLATES TO BE REMOVED. 4. NEW COLUMN PER PLAN. TO BEAM CONNECTION Q ROOF ROOF DECK. DECK CONNECTION - 1/4 STEEL COLUMN - E © 8. TOP E" OF WALL FORM &GROUT. 3/16 J Q C TO -i 5" I I I Li O I I 0. I I I Li q. #5 X GOVT. IN BOND BEAM. 10. EPDXY REBAR INTO EXISTING CONCRETE PANEL. THIS PROCESS REQUIRES SPECIAL INSPECTION. II. #5 x 18" LONG KEBABS 16" O.G. I - II j I I I H Li a) Q jOLUMN 2 // Q Q 12. L 4" x 4" x 1/4" x 4" LONG W/ I" cD EXPANSION Q I. PROVIDE EXTRA JAMB BARS EQUAL TO AREAS OF INTERRUPTED VERTICAL BARS, FUL /"'TIGHT OF WALL. © SECTION BOLT INTO COLUMN AND PANEL 0 16" O.G. Q Q - © O (STAGGERED). 13. 4" x 8" WOOD BLOCKING. 14. 1/4" x 4" PLATES. Q I5. 2 -3/4" 4 THRU BOLTS. 16. 5/4 O EPDXIED BOLTS. - - � .. Q Q 0 SECTIOU q ,i • FA Q rt i L ilkilli / © 3 - =7 C = °' II Q 2 (2 `vi ENTERED, TOP a Be, OM. ® 1 \ 1,1111 Q CENTERED AT EACH CORNER OF OPENING. Q ® 17. SIMPSON STRAP MSTG'66 AT ALL BLOCK SPLICES. Q � ® (E) CONCRETE PANEL 6 NEW OW INFILL ON ONE £ OF THE COLUMN ONLY AT SIM. 1� ® � 4. 2' -0" TYPICAL. HOOK arAli � � / � IF THIS OBTA NFD.NNOT BE 5. 4' -O" MAX. HORIZONTAL DIMENSION. 6. FINISHED GRADE. _ _ _ _ 111= III = II =I Q Wil PROCEDURE: 1 1Fl ii '�I- SECTION O ✓ CONCRETE PANEL TO ROOF COLUMN CONNECTION • SHORE PURLINS AT AREA TO BE Q DEMOLISHED. I. (E) CONCRETE PANEL • SAW GUT PANEL AT©. TO REMAIN. • REMOVE CONCRETE PANEL AND 2. (E) CONCRETE PANEL PILASTER (, a te ). TO BE REMOVED. • INSTALL NEW STEEL LINTELS AND 3. (E) CONCRETE PILASTER COLUMNS PER PLAN. TO BE REMOVED. 4. (E) MOOD PRULING. NOTE: THIS DEMOLITION SHOULD NOT BE REINFORCING AT OPENING IN WALL ( AND Q I. (E) WOOD BLOCK. 2. (E) WOOD JOIST. Q 1. (E) CONCRETE FOOTING. Q 2. 5/4" x 10" x 10" BEARING 4 Q Q © COLUMN I'' O R r - . �/ �A I. COLUMN PER PLAN. Q 2. EXISTING G.M.U. WALL. 3. LINTEL PER DETAIL 10/55.1. 4. L 3" x 3" x I/4" x 4" LONG 3' O.G. ABOVE OPENING W/(I) 5/4" ANCHOR BOLT INTO SOLID GROUT. 5. OPENING BELOW. 5. SHORING. DONE PRIOR TO INSTALLATION OF NEW CONCRETE PLANEL PER DET. 4/55.1 AT EXISTING ENTRANCE. WALL DEMOLITION AT GRID I (E) = EXISTING - Q Q Q - 3. (E) ROOF PLYWOOD. I 4. STEEL BEAM PER PLAN. 5. NOT USED. Y Q © I TMp PLATE. © 3. 3/4 " 3/4"4 BOLTS. OBETWEEN GRID AND O 4„„ © S. 500515'7 -65 LIGHT A. STUDS O 16" O.G. 7. SOOT200 -6S TRACK W /(2) 4 EPDXOLI 2 FOOTING G.S.N. S 5. NEW COLUMN PER PLAN. Q Q Ell Elk A Q I © # SCREWS TO STUD. J_ 8. #12 SCREWS ®6" O.G. �I� Q G. WINDOW PER ARGH'L DRAWINGS. 10. SHORING. WALL AT GRID 1 1/4 OCRIPPLE __ Q O © © I © I. (E) STUD WALL 2. (E) CONCRETE PANEL 1 5. (E) CONCRETE BEAM 4. (E) CONCRETE COLUMN 5. (E) STEEL CHANNEL S. ROOF SHORING 7 (E) WOOD BLOCK Q Q STEEL COLUMN TO TO IN G.M.U. WALL Q i Q Q CONNECTION O FOOTING CONNECTION Q Q Q © I. (E) WOOD BLOCK. 2. (E) WOOD JOIST. A I. COLUMN PER PLAN. Q © Q I. EXISTING GLUELAM BEAM. 2. NEW OR EXISTING PURLIN. 3. 4x12 PURLIN UNDER OPENINGS. 4. SIMPSON LUS4IO. - I nl �III q 1 I' (�; ' v ;I L�J �] L ' REiD MIDDLETON, INC..i 1/4 SE Q 2 B PLATE W /(4) 5/4"4 x 10" LONG BOLTS EPDXIED INTO EXISTING Q - 3. (E) ROOF PLYWOOD. 0 Q Q 4. STEEL BEAM PER PLAN. - FOOTING PER G.S.N. © =t 1 J = 1 1 -- = III - PROCEDURE -!ij (E) = EXISTING © Q 5. NOT USED. L �O © Q Q • SHORE ROOF AT AREA TO BE DEMOLISHED • REMOVE UPPER SECTION OF STUD WALL • KEEP EXISTING MOOD BLOCK IN PLACE • REMOVE CONCRETE PANELS • REMOVE STEEL CHANNELS 5� • SHORE CONCRETE BEAM • SAW CUT SEAM. TO SEPARATE FROM CONCRETE COLUMN WITHOUT DAMAGING THE COLUMN • REMOVE CONCRETE BEAM AND LOWER SECTION OF STUD WALL • INSTALL NEW LINTELS AND NEW WALL PER PLAN OR NEW WALL PER PLAN / L D AT GRID '7 BETWEEN _ 3. I -I/2" GROUT. Q 6 . 8005137 -68 LIGHT GA. STUDS S 16" 0.C Q 1. 8007200 -68 TRACK W /(2) #12 SCREWS TO STUD. I I Q 4. EXISTING FOUNDATION. FIELD VERIFY TO BE 3' -6" WIDE x CONT. MINIMUM. , =- Q I I #12 SCREWS 6" O. 8. G. Q G. WINDOW PER ARGHJL DRAWINGS. 10. SHORING. o 5. EXISTING SLAB GUT TO ACCOMMODATE NEW COLUMN. 6. CONCRETE ROOF DECK. OPENING AT ROOF W ID CRIPPLE ALL AT GR A COLUMN TO EXISTING IS FOOTING EDNEW I O C)NEW CONNECTION O WAL EMOLITON GRI S F$ H LLI cm CO CO CO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISiREAMON: JEC - C zoo ARCH. PROJECT'S 900636 DRAWN: HLG DATE 11/6!5 RcnF TUK OITY OF TUKWI LP 609 PROJECT'S CHECKED: FH/RG DRAWING TPLE: STRUCTURAL DETAILS S3.2 NV 9 -ay C -� ;.9 WM% 19- 9, , itlo e 1 ad asI of dAi 00 ;0•3z 0 (9) Sao'V 'Ovid VIVIrre 9t 1 4,3 „0 -91 4315 WVS WV7010 b•chi 9a nt+g 93315 (1 V1141'1,1 4 1$1 120WD ,.. Hs.QB'A1.1 I oa od NNc3 WV 3'� ? .911 D01,, ” 11e 1,904041 '4'1IdO'Va of (6.g ) 5 '419 1ltl7I`d4dd ` • C6N011YOO,'1 L:) S1 (1'V / Sarin k T1 1 / . 1 ' H .VV • (a7v05 'e: 4J.yv].- �z1W V✓ '�VV 1 1 C �L�17 cl. 7139w1.) Stem 19 bIz WV In 10 b WVnn.'1 s5 Zs .t.. 1 =.y GRADE - t:<z,P- .; = - -5 0 • S ' Gt 16d NP,ils @4 BOWMAN HANG E7-.5 (3,300 LE REACTICKt 0_,(7.z" N SECTION A - A • 4 K4-' 3 /3 GAL. W.'vv, FA5Fic" O' (3j -4 $TF Its - -- - j / 4x4 -3j3 GAL .`N. W. FABRIC. '// - --- -- CottcR. SLA5 c 3 X�X¢CCtY L / A . N GNCORAUFORM ,' / 3 .e cTS s u -.--- (4) 1'. -r DECt. _ : 4 -z_L. .L - 7 I '2 . ) ¢ 4X5 - =a .rR, awf t, tq eL F'DEDTO. tY E 20.Tx>'Z r it (514L f>3o y y - r,: LD W / t 0 4X4 -3 'Ai." -I , 4X4 ..'yY•r^t. FAsa, (c - r) • P) G') (SEE FLAN FOS SPACING) • } • M,ECa ST FAN, Z 4EINF. 5Ec 5,4T5 54 55 Y � uiY - Ste, A GaF DECK. _ /11 To 8 5iB N' f CONT COPE's6F FoR. DRAPERY. :FfKK: �TYP) � 2 D - SEE_ mecN, D4WG5. F0 - 4 P-JNCs (Rs . . OUT.) • CONT.. 3'. 4/i 3' 4't' 9"lct' gt' _G. SECTIO t�_ F F '(z 1 =0: F'CT- t�7t•C`F'=. F'5.INrtAfC FOR cO xtlECTIONS.- 4 "1yz_ [4) 5 4 K AK[µ • X 3" g L:54 i ('_[ C1 /B X E I SASE 1 t 1 ON 4 GRO[.T ij L r -- - - - - -- + 7H RU BOLT. PLAN X - t :a _ - SET:.' 5EC2losl F - 6 Q - G )1o5#I REINE SECTEC EI`-H: ._ .T30TE:- FOTL DETALLS XOT 5.4- SE.c'C TRU5 - .1o15T5 121 TH RD EOLTS 13 (N -S ELEELEV. OF TYP PRECAST MO5Ai PANEL ELM. od .B...� - PRECAST MO P` "5EC #RC4 5,46, t _ fOrn ?Aimee . 2ET. 4 4 r!z• SNOBS 'el#T,L A5 ?LE/29- UNTtL SLAB NP-5 4:.r #'N64 0.g1GN STP5POTi TOP' OF a. Elect.1.6.0 6R PDT 3$.Y0 0 7➢T'.`.:. 0 _'4 BOLT_ ti tl `f ;451D F�s. � . i r<7_) X T4x /8 L5 - 1 13K BOLT cHt BOS ,( -3v SECTION Y- 2'- 113/4' - J SECTION L 3347-- '• -- 1 •_ c T` E._EA,. �,GNT, .,:� sAk, O :ET Flt - FANEL. r w /SLOTTE9 HOLE 11d L. J 2" - 11 3 /4 SECTION '" F L_TO Lf 8 . V/ 6 � 1 5X3"•_' L. `�(� �' TOt_.CIfC SOIST. 3 3X3 X - e SOT. CH0T0 OF -- - .I015T. `c1EtD EA - END a TO SUPPORTS:C PC VS 3IELSOM STUD >D ETAC:C C 'MEC PSt PROS - L'a DOOR OPEN11:4 �4 @ ; o. c.1 - - N �5 4 CANT. \SEE. p?.C�s: DIES .4G�18 Bo-TR4O ' . - j - 'GENERAL NOTES Structural design i accord nce with the Uniform Building Cade •DESIGN LOADS 2 i1 8 - BU NPLEG k- -Roof LC _= 25 psf 2ndF LE =25psf lit Floor - LL = 35G psi' Stairs - LL;. =100psf F.- an; - (:L = 200 psi' REtNFr CONCRETE (Supervised PEc - 2 1limate strengtft a...28 days - . Fs - 20,u00 '- Mir 5.5 socks of. cement/C.- of "concrete - - Max._ ',;.-1.75 ',;.-1.75 gal of_water /sack of cement n.. 'All rei,.; ing to be spliced 24 d...r.,eters min_ except where no-ed otherw se arirf deta ledoccardrngN ACY Monuol 'tondard Practice (ACf 3151 AUF reinforcing sfiaJE S held finnty Fn prace d «'g concrete "pour • by' mea�_ - , char rs`or' preiast concrete Stocks and adequate wire ties. Thoroughly we all -rei forcing " ste=I • just prior t:, concrete pour._ - ConstructSorefaints shaft have - re inforcing t stubbed - hrough. AIF. concrete =sfacs _ to F ^y keeping them tndrougFrly_weh and protected by s <satkraft paper Far -et teas 'Tda}s At IeasC - - 1 three cy t :jets shag betaken from each you of fOD ca yds< or teas_.- Far parrs aver F00cr; yds providJ 3 additionoi cylinders for each fee-cP yds oi.tipetiorz the eof Tesror'e Ceindea r Z days and ifla two q; 28 .days" - �� .. - �... _ - :� : _ Al _least 3. aexaral felt r•.s $peclme sheilF 6e tot<er±;froat eaoi4 - &rtwp of- S #sIt -up parteLs or tens Panels shcff .ot be noised untU the concrete has attained a FlezuraTstrerxgtht-o 1. Provide pu' _ - Provide shca drawings et all reinforcing steetto Architect apprgval - prka - i b fabrtcatraa NKtN M'r CONCR€FE COVER t`oti Foc Weather 1 interior 3 Eor h 2 'a Cl n1:745 l 1/2 �Ea moan WALL Res1FORCING +Except `where noted b'r veali 1 '4 - ^ a 12 horizontal and vet rttci 8 or " wait t4 "? 1fJ` horizontal and vertical eft waif • .. -Provide to f5 a ors around oft openings, exte 2'-T beyond & ape Tl- f two f5 x 4' -0" diagtatal at; z :comers om Provideboriiontat ceebon 2 - 0-= • ic.2` Q" same vze antt ' ow s:all reinforttrg Prov e, footing dowels of same sire and sPdcing os ve. crrf rej5forcl ru3 an alts when pou n ptsdce - - STRUCTURAL STEEL (Supe ised� r. - fs = 22 000! psi CA 361 - ' -n .- Alt -welding to ee r dae ty 4uatr s"ed xelders and supervised Ey n o appto ed resting tab Allrcormectr f2 be std t A.[.S.C_ ortne...tions, a cepras nated othersvi se :.Provide sv hapdra o oil .s ru-S dE stae to Architec4 - 'nor asiprwoF onto to (ab thort ca Fo6rtcnti and erection sFw1F- 2onfarra to-requirements of "- if 10 C - .STEEL 1CtST5 (Supe iced} Cs.= 20 w G.3 psi A1i poo ax rts s - W b el d g e a acc be su9e -+wnsaffr ed -l: tpecs fFcat orsa# Americo r� et h ir e of Steel Coruttuc to y a . approved tesl0 g lob _ TIM800 - v = All ( Douyfas per W C L=A Role Book Na 15 :AIF framing: rS = t500 0 - psi Par. 123-B. -25 -B Construction .. -. - 2" pain:, . . All plonks in - eerd ng eek tehgve lwo •164 0 iT -e each' bearing All glued-laminated beams to bs Ccmbinatiois - B 1b' - -2452 p%1 : _ ri Provide ? - ap draw'u+fs of ail gfuecT tom d m inateeagaers.td Architect for approval p nor l F I0icohon _ Fob rica ti cc, and ereatiorr"shall. be in.' accordance wilt, requirements of American Institute ef_ Srm(ier Con= - struction 'd Manuraeturers'nallbe a member 4 the lostitute. e - t Provide t lay'er,15 ltx: ragling _ felt under gtulam beans bearing an concrete __ '.GENERAY:.000RDiNATIQI�I _ ; t Ccordincle . all structure! d awltgs with the architectural mechanicoY and. electrical d aw3ngs LEGEND ., a Precast concrete i?� 'n -place concrete -Wind 15psf Allow- Soil press = 2500 psF '' Earthquake - .= Zone 3 (LI B C 1 Retaining walls = 30pcf equiv. Fl.. press: BOLTS iu 0100100 INSE 5• -99s . SECTION B �z) 4 x 5' -d Tk RJ 1 /45 0 WE1TEC TO ft, BOLTS 4 K. Co T_ .LEDGE Bt£LT T5- PANEL. - Wf 3 4 ¢t3OLT5 e1-Q'o: Cl �. _ _ rT (tai _isctTS. - • - am, routtli- vr '/�4EaLFS '4 11 TO , - -- 4X'. /�.p•• ... ON COL - L 4X3lz.A • XD'E -8�t.� 4X31VE xaLet 'OP 5112E5..w/ 4 +V. - i PA COL - 151 s .tat� ^g'd' cc DETAIL (2) 1` BOLTS (loos) / 54X19ayL@ LiN,EQ / •GX44-5 X24'010110.• ct @ LINE '[y1 ' EA. SIDE Sx 7 4X0 .- 4 - f¢ / � Ft- s �. - . (Z) 3 4 ;SIDE 1'{s. ' A V5: WOOD Ftt-LEFZ. Ft5- EA. S IDE. 4 X 25 1 c- r.L.00 54s 5 Xd.e FL'. _ r/ ' 4 \ ' BACK it. ,l ' - pct 3/8 SrDE 05. k PALM SUPPLdY ( a,a �Qte IIpV R 11V STE4iRL Fs/Sfil4 Sl TEOr 1rlt i rte _ : 7 rt l -2 A _s r ts - ACT ' b "1 _F •.: c? AULY$f -. DETA.[LS. - _ 1- c.saua..t..r v _ Y` - -. ^""mot:. iGt 7 r__,. 00 S,w LAR ^ i2AP EZY P�e PLAU AT COL, METAL'2E(.LET = I.IG 3uLLT d u c :Lac • — 3'li'eoHC. T.t42 - 1 \ STZLLGT. DN45. foC CEi 4. 4 t0 EEC_ PvoM. scuanu E FnR FtmM FIUSSN. IAETAL 2WLET A4C7 METAL FLASUTAIL, AUtLT JP PmF °Yen iU5UL4T, OM •8 US -sTt i'N CAUGEM LO I 4' -0' o -C• EA•MAT MAY - s__ STEEL .11ST5 SEC STCUCT For; S•tE EL0CAT — 14V, .0 5(L -ELAM SUS PiNOGP' MlNfnwl - Lou cT,c at TLE CLy. - 0 Atu.n, w,unnw FR M•A ES SUILT '1? 200,1 -Iq 21Gtp IALSULATIOLI VAFI.U• tZ riARR +cR `Lac. DIAGGOKAL T .SG DFS.KG x l q. wrnn �uzuvs Olt 5STO• PIPE RAIL SuTTeo MA v.'eioEO UOU -SLIP c.4c. S E CY I Q ME-7_ Z tJtr.iE . SE2VI:7 fle-•R nun. 5 >iE AS- ESUILEfj CR cJ 55 SECTtOW LIaTE: ALL VERTIC#L' .1filGMT IME>•tS1OM, 412C To TOP oP •,'7.�L AS- >lOTEd Co 14 PURL. SECT C7 TOP OF �xF DEC., �svlaxe.q CI t bushaE ' • a N 1 y GRA _._ _ a t _1 - Cox t4 T1URLtua� 4xG zTUOS leac 1 f2 • ` hD -En:vE F!CE S TOP ;2 -. 2.4.CSZ. O.c. SECT ;Olt 1,-TOTE: CTYP. ver-le O.i t. 1 WaC!7 ua �¢ . ITH To2s[osl `STILES b•'+n Z.atLS 1 Tu1.K f70u GlA3 =tR. w: W EATUERaott1T TA2•t oLLT. PAKELS 3($' C- 2A•.r7= PLYWOGr3 STecK 2 TRAGiC. w/ WFJ,TIAELi- n-G.T CLOSu2E - - i[ -663 "- ST AR hUU p STATE Cr-iu.iiiltiTITOU T. C...�- t z eit' MET I `.srwGeaTUp.IEJC- _ -... - -. Pll CLAMP` - Q-: LEAt3 RuS:t G• I'SUIL - f.tlP 37.jF' T �- ECZ.,s�Pg- 11101.1iffill. rA �._.F. c, AZIMTEL - 5 EC.TtCN on :CAT CESCR,110 L -10 P.a KTmi7 $' uatZT L waC.t. 5 p° _ -cis -L —9KLY ▪ (T`f P. .6 1.4 -tlP 0xw4) L2 LLfi.!G_. STtic! =t_ • oC cr... PE .OPEC' >iiON• SLITS To hE 20..c:. STEfls. D85IbKLt} FOIL A , :cATUEY :Pr..00V 111STAL t o 4 CoD,CSoK t #4 ::'- -; nR APP6o•Ery Bvvcs g '?�vrL,. f sECrtats - - "GLU - Li.M t2Kir' /47. . _GL[1i LAM" SECT 1014 cLE. • _ sgctrcr. -s7W 4. .�P¢ - DlTS' -G %,6 R3RUU5 Sif¢SS lLSLAA,AUcx#HS 2c L{TlP Vlf enri ai3 L e fn r nN v L 40 .2RtX • • r a�veovE -� 1:200F FASCCA DE1 PALMER 5U PPL1- cc ▪ re - C' A...'SCotslZO WOUSTZIA.l. 0b , • -r-u '.Yt F.A' FVe.`SL1 ;MANSJN BENNETT "AJA, ARCHIFECT-: THE. r434 FQURTK AvE`1GE' ' 0tI1i.Ul••I....'; ' ::= $E4YTLE �LYASHIN6FOfF' 9B fQf-�" INTRODUCTION A RN.. 1) THIS SHEET PROVIDES SOME BACKGROUND INFORMATION ON WHAT INFLUENCED THE DESIGN SHOWN ON THESE DOCUMENTS. 2) ALTHOUGH SOME INFORMATION CONTAINED HEREIN APPLIES TO ,A SPECIFIC TRADE, IT MAY PROVIDE SOME INSIGHT TO OTHER TRADES. B. DBTEURION 1) THE PMF SHEET SHOULD BE DUPLICATED AND ISSUED TO THE PLUMBING, HVAC AND ELECTRICAL SUBCONT ACTORS ALONG WITH THEIR RESPECTIVE SPECIFIC TRADE DRAWINGS. 2) SOH_ BBB VENDORS MAY ALSO BENEFIT FROM THIS INFORMATION. SPECIAL EMPHA8t8 CONCEMS, AND LMTATIONB A CONSTRUCTION 1) CIRCUITING - THE BUILDING CIRCUITING AND WIRING INCLUDES SOME SUBTLE YET IMPORTANT FEATURES. DO NOT DEVIATE FROM THE WIRING SHOWN WITHOUT SPECIFIC PERMISSION FROM THE BBB PROJECT MANAGER. 2) MOUNTING - NO EQUIPMENT SHALL BE MOUNTED DIRECTLY TO THE UNDERSIDE OF THE ROOF 3) EQUIPMENT - LONG LEAD ITEMS MUST BE ORDERED PROMPTLY TO ENSURE TIMELY DELIVERIES B. COIAAUIICATION 1) NOTIFICATION - THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF A PROBLEM OR CONFLICT. THE CONTRACTOR SHALL PROMPTLY IDENTIFY ONE OR MORE PROPOSED SOLUTIONS BUT SHALL NOT PROCEED UNTIL SO AUTHORIZED. 2) COORDINATION - COORDINATE THE LOCATIONS AND ORIENTATIONS OF ALL EQUIPMENT WITH OTHER TRADES. C. LMRTIONB 1) PENETRATIONS - ROOF AND WALL PENETRATIONS SHALL BE LIMITED TO AREAS IDENTIFIED ON THE DRAWINGS. NO DEVIATIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 2) LOCATIONS - EQUIPMENT SHALL BE LOCATED WITHIN A REASONABLE DISTANCE OF THE LOCATIONS SHOWN. 3) INTERRUPTIONS - IF APPUCABLE, COORDINATE ALL DISCONNECTIONS AND INTERRUPTIONS OF PLUMBING, HVAC, FIRE SUPPRESSION, ELECTRIC AND FIRE ALARM SYSTEMS WITH THE BUILDING OWNER. A SCHEDULE OF INTERRUPTIONS AND SHUTDOWNS SHALL BE SUBMITTED TO THE OWNER AND APPROVAL RECEIVED TWO WEEKS PRIOR TO ANY ANTICIPATED INTERRUPTION. PROVIDE BUILDING -WIDE FIRE WATCH DURING ANY FIRE ALARM SERVICE INTERRUPTION. REACTIVATE FIRE ALARM SYSTEM AT THE END OF EACH WORKING DAY. D. CONTRACTORS' FESPONSBLRE8 1) EXISTING CONDITIONS - ALL CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH CONDITIONS PRIOR TO SUBMITTING BID. 2) COORDINATION - EACH CONTRACTOR /SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND FIELD CONDITIONS. COORDINATE ALL ROOF PENETRATIONS WITH ROOFING SUBCONTRACTOR, MAINTAINING ROOF WARRANTY IF APPUCABLE. 3) OWNER- SUPPLIED ITEMS (051) - ALL CONTRACTORS /SUBCONTRACTORS SHALL VERIFY REQUIREMENTS BEFORE PROCEEDING WITH THE WORK. 4) SIGNS - FINAL SIGN LOCATIONS AND CONNECTIONS SHALL BE COORDINATED WITH THE SIGN CONTRACTOR. 5) FIXTURE PLAN - VERIFY LATEST FIXTURE PLAN PRIOR TO INSTALLATION OF LIGHTING, DEVICES, ETC., WHICH DEPEND ON EXACT LOCATIONS OF STORE FIXTURES. 6) SUBSTANTIAL COMPLETION - MAKE FINAL CONNECTIONS AND PERFORM STARTUP OF EQUIPMENT FOR COMPLETE AND OPERATIONAL BUILDING UPON COMPLETION. REFER TO ARCHITECTURAL PLANS FOR RESPONSIBILITIES MATRIX. E STANDAR DEATION D PROTOTYPE - THE PROJECT B NOT ONE OF A FIND. R B APPLYNO SORE CHARACTERSTICB OF A PROTOTYPE DESGN TO THB SEEN ORDER TO KAMAN STAN:PATO /ATM. ALSO, SOME DESIGN DECISIONS WERE BASED ON THE OWNER'S PAST EXPERIENCE. THEREFORE IN SOME WAYS THIS PROJECT REQUIRES STRICTER ADHERENCE TO THE DOCUMENTS THAN NORMAL PROJECTS. 2) PROCACT STANDARDIZATION INCLUDES A) LIGHTING FIXTURES AND LAMPS B) POINT -OE -SALE SYSTEM C) FIRE ALARM SYSTEM 0) HVAC ROOFTOP UNITS E) UGHTING CONTROLS F) TELEPHONE SYSTEM G) PLUMBING FIXTURES H) SWITCH GEAR 3) RIACTIONAL STANDARDIZATION NCLLOE& A) AUTOMATE INDIVIDUAL CONTROL OF HVAC UNITS B) AUTOMATE GROUP CONTROL OF INTERIOR LIGHTING C) AUTOMATIC GROUP CONTROL OF OUTDOOR LIGHTING D) AUTOMATIC GROUP CONTROL OF CERTAIN POWER F. SPECIAL PUROWASNO OR CONTRACTS 1) CONTRACTOR PROVIDED / CONTRACTOR INSTALLED A) TIE FOLLOWING SYSTEMS FEMME N4iASIRUCRIFE FROYBIONI3 BY TFE CONTRACTOR SIX. AS CONDUT AIM JUNCTION BOXES AND TFE SYSTEM COAPMENTS AND WNNLT ARE PROVIDED BY BBB THROUGH A NATIONAL ACCOUNT VENDOR: (1) SECURITY SYSTEM AND WIRING BI THE FCALC'HNQ UBMB ARE RXRVBF D BY THE CONTRACTOR TFPDUO R A NATIONAL ACCOUNT AGREEMENT BETWEEN TFE OY,TER AND TEE VENDOR AND INSTALLED BY TIE CONTRACTOR (1) 11VAC ROOFTOP UNITS (2) AIR CURTAIN (3` PLUMBING FIXTURES (4) LIGHTING FIXTURES (3I LIGHTING CONTROL SYSTEM (6) SWITCH GEAR 2) CONTRACTOR PROVPBIONB - TFE FOI.LOWND SYSTEMS NEOUFE PERASTTUCTURE MORMONS BY THE CONTRACTOR SUCH AS CLDUT, JUICT)ON BOXES, POWER AID WEND BUT THE OVERALL SYSTEM EQUIPMENT IS FURNISHED, WIRED AND CONNECTED BY AN OWNER'S SPECIALIST: A) TELEPHONE SYSTEM AND WIRING B) SOUND SYSTEM AND WIRING SOLE CODE, AGENCY, + FEFEFENCE STANDAFDB PFO RAATDN A GENERAL 1) ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND OTHER AUTHORITIES HAVING JURISDICTION. 2) THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL SEISMIC REQUIREMENTS. B APPLICABLE CODES AND REFERENCES 1) ALL STATE AND LOCAL CODES AND ORDINANCES, APPUCABLE EDITION 2) NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 3) NFPA 54 - NATIONAL FUEL GAS CODE 4) NFPA 70 - NATIONAL ELECTRICAL CODE 5) NFPA 90A - AIR CONDITIONING AND VENTILATING SYSTEMS 6) ASHRAE HANDBOOKS - AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS 7) SMACNA HANDBOOK FOR DUCT CONSTRUCTION C ACCESSEI.ITY 1) APPLICATION - THESE DOCUMENTS REFLECT THE DESIGN PROFESSIONALS' INTERPRETATION OF THE APPUCABLE ADA REQUIREMENTS AND OTHER KNOWN FEDERAL STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THIS PROJECT. 2) EXISTING CONDITIONS - ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OR THE APPLICABLE BARRIER FREE CODE, WHICHEVER IS MORE STRINGENT. 'ME DOCUMENTS A DRAWNO OLPDANAATIQN AND PRESENTATION DRAWNO UST - FETE R TO ARCHTMTURAL DRAWINGS FOR ORAWNO UST 2) HOW NOTES ARE USED A) GENERAL NOTES - ONE OR MORE IN LIST FORM WHICH ARE NOT INDICATED SPECIFICALLY ON A PLAN, SECTION, ELEVATION OR DETAIL B) NOTES FOR THIS DRAWING - GENERAL NOTES LOCATED ONLY ON THE DRAWING THAT APPLIES. C) KEY NOTES - USED IN LIEU OF STANDARD NOTES WHERE THEY IMPROVE READABILITY, KEY NOTES ARE GATHERED TOGETHER AND LISTED COLLECTIVELY ON THE DRAWINGS ON WHICH THEY ARE LOCATED. 3) PEICELLAPEOUS A) TERMS - THE TERMS 'SHEET', 'DRAWING' AND 'PLAN' ARE USED INTERCHANGEABLY. THE TERM 'PROVIDE' MEANS 'FURNISH AND INSTALL'. B) SCALE - PRINTING OF THE PLANS IS OFTEN REDUCED, SO A GRAPHIC SCALE IS PROVIDED ON EACH SHEET. DO NOT SCALE ANY DRAWINGS. C) ORDER - EACH SHEET IS SET UP IN A GRID OF BLOCKS. THE NUMBER OF THE DETAIL BLOCK IS DERIVED FROM ITS POSITION ON THE SHEET. DETAIL 1 IS ALWAYS IN THE LOWER RIGHT CORNER OF THE SHEET. THE NUMBER OF THE DETAIL BLOCK IS INCREASED INCREMENTALLY FROM RIGHT TO LEFT AND FROM BOTTOM TO TOP. B. SF'ECIRCATIOPB 1) TECHNICAL SPECIFICATIONS ARE INCLUDED IN THE PROJECT MANUAL. PROJECT OBERAL NOTED A ALL TRADES RFiE>PLO JTES +COORDINATION A) REFER TO PROJECT MANUAL FOR RESPONSIBIUTES REGARDING LOCAL PERMITTING AND UTILITY COMPANY REQUIREMENTS, FEES AND INSPECTIONS. B) SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION & DETAILS REGARDING ROOF CURBS AND PENETRATIONS, INCLUDING INSULATING, FLASHING, COUNTERFLASHING & SEALING, AND COORDINATE WITH THE (ROOFING SUBCONTRACTOR. I C) ALL EQUIPMENT SHALL BE FURNISHED WITH SHOP DRAWINGS, INSTALLATION GUIDEUNES, MAINTENANCE MANUALS, SCHEDULES, TAGS, AND LETTER OF GUARANTEE IN A BINDER (THREE -RING) WITH TABS. ALL EQUIPMENT SHALL BE NSTALLED IN CONFORMANCE WITH THESE DOCUMENTS AND THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS D) EACH CONTRACTOR SHALL BC RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ANY WALLS, ROOF, OR FLOOR DURING CONSTRUCTION REQUIRED BY HIS TRADE. OPENINGS WHERE PIPING, DUCTS, CONDUITS, ETC. PASS THROUGH WALLS, FLOORS, OR CEILINGS SHALL BE CLOSED OFF AND SEALED. E) ALL FIELD CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED PRIOR TO SUBMITTING BIDS & PRIOR TO COMMENCEMENT OF WORK (INCLUDING UNIT ORIENTATION). NO ALLOWANCE WILL BE MADE FOR NOT COMPLYING WITH THIS REQUIREMENT. F) MAKE FINAL CONNECTIONS TO OWNER'S EQUIPMENT. G) HVAC SUBCONTRACTOR SHALL FURNISH ALL HVAC CONTROLS AS REQUIRED. LOW VOLTAGE CONTROLS SHALL BE WIRED BY THE HVAC SUBCONTRACTOR. LINE VOLTAGE CONTROLS SHALL BE WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2) CONSTRUCTION A) PROPER FIRE PROTECTOR MEASURES, SATISFACTORY TO THE LOCAL FIRE DEPARTMENT SHALL BE TAKEN WHEN WELDING OR CUTTING WITH TORCHES OR ELECTRIC ARC. B) REMOVE ALL MATERIAL MADE OBSOLETE BY THIS WORK. ALL REMOVED EQUIPMENT, MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF OF SITE IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL CODES, RULES AND REGULATIONS. C) THERE SHALL BE NO RIGID CONTACT BETWEEN CONDUIT, PIPES, CEILING WIRES, AND DUCTWORK. 3) DOCUMENTATION A) DUCTWORK AND PIPING LAYOUTS ARE SCHEMATIC DIAGRAMS AND ARE INTENDED TO SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY AND DO NOT INDICATE WHICH DUCT OR PIPE IS ABOVE OR BELOW THE OTHER. ALL OFFSETS ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE WORK, FURNISH NECESSARY OFFSETS AND FITTINGS TO AVOID CONFLICT WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND STRUCTURAL AND ARCHITECTURAL ELEMENTS WITHOUT ADDITIONAL COST TO THE OWNER. B) IF AREAS OF CONFLICT ARE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED AND CONTRACTOR'S RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE WORK HAS BEGUN. B PLUMMO 1) COORDINATE LOCATIONS OF ALL PLUMBING PIPING AND SPRINKLER PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 1O' -0" CLEARANCE IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. 2) THE FLOOR PLANS AND RISERS DO NOT SHOW ALL VALVES. PROVIDE ISOLATION VALVES AT ALL FIXTURES AND VALVES FOR EACH WATER PIPE SUPPLYING A FIXTURE GROUP FOR EASE OF SERVICE AND MAINTENANCE. PROVIDE ISOLATION VALVE ON EACH UNDERSLAB PIPE BRANCH, AND AT EACH SIDE OF OWNER- SUPPLIED EQUIPMENT, IF APPLICABLE. 3) CONTRACTOR SHALL COORDINATE THE LOCATORS OF FLOOR DRAINS IN ALL MECHANICAL ROOMS AND STORAGE ROOMS WITH MECHANICAL EQUIPMENT LAYOUT PRIOR TO INSTALLATION OF THE DRAINAGE PIPING. C. HVAC 1) DUCTWORK A) FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE ". B) PROVIDE VIBRATION ISOLATION ON ALL DUCT CONNECTIONS TO FANS AND OTHER EQUIPMENT. C) DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. INTERNALLY LINED DUCTS SHALL BE INCREASED IN SIZE TO MAINTAIN THE NET INTERNAL SIZE. 0) PROVIDE TURNING VANES IN ALL SQUARE ELBOWS. UNLESS OTHERWISE RIOTED. E) PROVIDE VOLUME DAMPER ON EACH BRANCH TAKE OFF FROM DUCT MAIN AND ON EACH DIFFUSER TAKE OFF FROM BRANCH DUCT OR MAIN. F) FLEXIBLE DUCT CONNECTORS TO REGISTERS, DIFFUSERS, ETC. SHALL NOT EXCEED 6' -0" IN LENGTH. G) COVER OPEN ENDED DUCTWORK WITH 1/2" X 1/2" WOVEN WIRE MESH. 2) EOL'PkEJT A) ALL AIR MOVING DEVICES, INCLUDING BUT NOT LIMITED TO, AIR HANDLING UNITS, AIR CONDITIONING UNITS, AND UNIT VENTILATORS MUST COMPLY WITH AMCA STANDARD 210 AND ASHRAE STANDARD 62 -1989. B) UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL MECHANICAL EQUIPMENT WITHIN THE CONTRACT LIMITS SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF SOUND TO THE BUILDING STRUCTURE. VIBRATION ISOLATORS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND ON ACTUAL WEIGHT DISTRIBUTION OF THE EQUIPMENT FURNISHED. DEFLECTIONS SHALL BE AS NOTED ON THE EQUIPMENT SHOP DRAWING SUBMITTALS. C) HVAC UNITS IN EXCESS OF 2,000 CFM SHALL BE FURNISHED WITH A SMOKE DETECTOR WITH SAMPLING TUBE TO BE INSTALLED IN THE RETURN AIR STREAM. WHERE SUPPLY AIR STREAM DETECTORS ARE REQUIRED BY CODE. PROVIDE SMOKE DETECTOR AND SAMPLING TUBE. HVAC SUBCONTRACTOR SHALL INSTALL AND ELECTRICAL SUBCONTRACTOR SHALL WIRE SAME. D) GAS -FIRED EQUIPMENT SELECTIONS ARE BASED ON ALTITUDES UP TO 2000 FEET ABOVE SEA LEVEL. EQUIPMENT SELECTORS FOR ALTITUDES OVER 2000 FEET ABOVE SEA LEVEL SHALL BE CHECKED AND ADJUSTED IF REQUIRED. E) PROVIDE DECAL FOR EACH ROOFTOP UNIT, WITH MINIMUM 4" HIGH REFLECTIVE LETTERS, TO IDENTIFY EACH UNIT FOR MAINTENANCE PURPOSES. DECAL SHALL BE PLACED ON EACH UNIT ADJACENT TO THE UNIT POWER DISCONNECT SWITCH. F) ROOFTOP HVAC UNITS SHALL BE SUPPLIED WITH COASTAL PACKAGE (COIL COATING, PAINTED RAILS, ETC.) WHEN SITE IS LOCATED WITHIN FIVE (5) MILES OF THE COAST. G) PROVIDE ONE (1) SET OF FARR 30/30 2" DISPOSABLE PLEATED FILTERS IN EACH UNIT FOLLOWING SYSTEM STARTUP AND AFTER PROJECT COMPLETION. 3) CLOSEOUT A) SUBMIT ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE REVIEWING AGENCY AND ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE LOCAL BUILDING OFFICIAL PRIOR TO PROJECT COMPLETION. B) START UP EQUIPMENT AND TEST FOR ALL FUNCTIONALITY (HEATING, COOLING, VENTILATION, ETC.) AND ALL STAGES AS A CONDITION OF FINAL ACCEPTANCE OF THE SYSTEMS. D. ELECTRICAL D s.ECTRICAL woo A) IN GENERAL,' BRANCH CIRCUIT WIRING IS NOT SHOWN ON THE PLAN DRAWINGS. NUMERALS ADJACENT TO ITEM SYMBOLS FOR LIGHTING FIXTURES, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE THE CIRCUIT NUMBER TO WHICH THE REM IS TO BE CONNECTED. PROVIDE BRANCH CIRCUIT WIRING FOR AU. ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES AND THE ELECTRICAL SPECIFICATIONS. B) LIGHTING BRANCH CIRCUIT WIRING, WHERE SHOWN, IS INTENDED TO SHOW SWITCHING ARRANGEMENT OF FIXTURES. C) ALL 1 POLE, 115 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLES OR LIGHTING SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNDERGROUND (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS. BRANCH CIRCUIT WIRING SHALL BE 2 #12, #12G IN 3/4" CONDUIT UNLESS NOTED OTHERWISE. 2) EOUPIENT GfIOURJN(k A) HATCH MARKS, IIF SHOWN, DO NOT INDICATE GROUND WIRES. GROUND WIRES SHALL BE PROVIDED AS FOLLOWS: B) EQUIPMENT GROUND WIRES SHALL BE PROVIDED IN ALL FEEDERS AND ALL BRANCH CIRCUITS. C) ALL FLEXIBLE METAL OR LIQUID TIGHT CONDUIT CONNECTIONS TO EQUIPMENT MOTORS, TRANSFORMERS, LIGHTING FIXTURES, ETC. SHALL CONTAIN EQUIPMENT GROUND WIRES. FLEXIBLE METAL CONDUIT SHALL NOT BE USED AS AN EQUIPMENT GROUND CONDUCTOR. O ) WHERE TYPE 'MC' METAL CLAD CABLE IS SPECIFIED, THE CABLE SHALL BE EQUIPPED WITH AN INSULATED (GREEN) COPPER EQUIPMENT GROUND WIRE EQUAL IN SIZE TO THE, INSULATED CIRCUIT CONDUCTORS. E) ISOLATED GROUND WIRE INSULATION SHALL BE COLORED GREEN WITH A YELLOW STRIPE TO DIFFERENTIATE IT FROM EQUIPMENT OR SYSTEM GROUND WIRES. 3) WI NG METHCOB A) GENERAL I • IN FINISHED AREAS, CONCEAL ALL WIRING IN BUILDING WALLS, FLOORS, AND ABOVE CEILINGS CONDUITS MAY BE RUN EXPOSED ONLY WHERE SHOWN SPECIFICALLY ON THE DRAWINGS OR WHERE EXISTING CONDITIONS PRECLUDE CONCEALING. • NO WIRING SHALL BE INSTALLED EXPOSED ON THE OUTSIDE SURFACES OF THE BUILDING(S). • FINAL CONNECTIONS TO MECHANICAL EQUIPMENT, FIXTURES, MOTORS, TRANSFORMERS, INSTRUMENTS, AND CONTROL DEVICES SHALL BE FLEXIBLE CONDUIT. B) BELOW GRADE (UNDERGROUND IN EARTH OR ELL): • SERVICE TRANSFORMER SECONDARY LATERAL AND ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN CONCRETE ENCASED SCHEDULE 40 PVC CONDUITS. PROVIDE MAGNETIC MARKER TAPE 6" BELOW GRADE. CONCRETE ENCASEMENT SHALL BE 3' MINIMUM ALL AROUND AND BETWEEN CONDUITS. • BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVC CONDUITS • MINIMUM BURIAL DEPTH SHALL BE 24 ". • ALL ELBOWS USED WITH PVC CONDUIT SHALL BE RGS. • REFER TO SITE PLANS FOR ADDITIONAL SITE UNDERGROUND WIRING REQUIREMENTS. C) INDOORS (UNCLASSIFIED): • EXPOSED: RGS CONDUIT. • IN DRY WA_LS /ABOVE CEILINGS: EMT CONDUIT. (TYPE MC METAL CLAD CABLE MAY BE USED FOR UGHTING BRANCH CIRCUITS ABOVE SUSPENDED CEIUNGS OR WHEN CONCEALED IN STUD WALLS ONLY). • IN CONCRETEIWALLS /FLOORS: RGS CONDUIT. • FINAL CONNECTIONS: FLEXIBLE METAL CONDUIT (UQUID -TIGHT FLEXIBLE CONDUIT IN DAMP OR WET AREAS). O ) INDOORS CLASSIFIED 'DAMP' OR 'WET' LOCATIONS: * ALL AREAS: I FEEDERS AND BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN RGS CONDUIT. CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE UQUID TIGHT FLEXIBLE CONDUIT, MAXIMUM 18' IN LENGTH. E) OUTDOORS: I I • EXPOSED: RGS CONDUIT. • UNDERGROUND: CONCRETE ENCASED SCHEDULE 40 PVC CONDUIT. • FINAL CONNECTIONS: LIQUID -TIGHT FLEXIBLE CONDUIT, MAXIMUM 18" IN LENGTH. F) ALL EXPOSED WIRING AND WIRING ABOVE SUSPENDED CEILINGS SHALL BE PLENUM RATED. ALL EXPOSED WIRING WITH THE EXCEPTION OF FIRE ALARM SYSTEM WIRING SHALL, BE WHITE. G) ALL LOW VOLTAGE WIRING SHALL BE RATED FOR ITS SPECIFIC USE 4) SWIICFES, BOXY A!D ENCLOSURES A) DISCONNECT ISWITCHES SHALL BE HEAVY DUTY TYPE WITH LOCKABLE HANDLE ONE MANUFACTURER SHALL BE USED THROUGHOUT THE PROJECT. ACCEPTABLE MANUFACTURERS ARE SQUARE D, GENERAL ELECTRIC, SIEMENS AND WESTINGHOUSE. B) CAST OUTLET BOXES SHALL BE USED IN AREAS WHERE CONDUIT IS RUN EXPOSED. C) ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE PROVIDED AS USTED BELOW UNLESS NOTED OTHERWISE I • INDOORS UNCLASSIFIED AREAS NEMA 1 • INDOORS CLASSIFIED 'DAMP' NEMA 1 * INDOORS CLASSIFIED 'WET' NEMA 4 * OUTDOORS NEMA 3R 53 OOLNBEEXB A) TERMINATIONS LUGS, TERMINALS, ETC.) ON ALL EQUIPMENT SHALL BE RATED FOR USE WITH 75(C CONDUCTORS. B) CONTINUITY OF EXISTING SYSTEMS AND CIRCUITS TO REMAIN SHALL REMAIN INTACT DURING AND AFTER CONSTRUCTION. ANY INTERRUPTION OF SERVICE OF ANY KIND SHALL BE COORDINATED WITH THE OWNER, ARCHITECT, AND OTHER TRADES. C) CONDUIT SYSTEMS FOR DATA SYSTEM SHALL BE 3/4' CONDUIT FOR UP TO SIX CATS CABLES AND /OR FOR THE EQUIVALENT OF A SINGLE GANG OUTLET BOX. D) PROVIDE CONDUIT BUSHINGS FOR ALL CONDUIT NIPPLES, SLEEVES AND RUNS FROM WALL BOXES TO ABOVE CEILING. E) THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL LOW VOLTAGE REQUIREMENTS WITH BBB VENDORS. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE CONDUIT WITH PULL STRINGS AS REQUIRED. DDooO � REF.: ABBREVIATIONS LIST REF.: REF.: IDENTIFIER DESCRIPTION AFF AFG BBB MFG CLG DN DWG(S) EM ETR EWC EX FLA FS GPH GPM HP MAX MCA PLATFOR ABOVE --0 KEY PLAN IDENTIFIER DESCRIPTION 0 — V' 00 0 ABOVE FINISHED FLOOR ABOVE FINISHED GRADE BED, BATH AND BEYOND BELOW FINISHED GRADE CEILING DOWN DRAWNU(S) EMERGENCY EXISTING TO REMAIN ELECTRIC WATER COOLER EXISTING DEGREES FAHRENHEIT FULL LOAD AMPS FLOW SWITCH GALLONS PER HOUR GALLONS PER MINUTE HORSEPOWER MAXIMUM MINIMUM CIRCUIT AMPS KEYNOTE SYMBOL KEYNOTE WITH LEADER MULTIPLE KEYNOTES APPLYING TO THE SAME ITEM CONNECT TO EXISTING DETAIL IDENTIFIER DRAWING # (WHERE DETAIL IS FOUND) DETAIL # SECTION IDENTIFIER DRAWING # (WHERE DETAIL IS FOUND) DETAIL # ELEVATION IDENTIFIER DRAWING # (WHERE DETAIL IS FOUND) DETAIL # REVISION NUMBER FOR ADDENDUM REVISION NUMBER FOR CONSTRUCTION BULLETIN AREA OF CHANGE IDENTIFIER DESCRIPTION MFR MANUFACTURER MH MOUNTING HEIGHT MIN MINIMUM MOD MOTOR OPERATED DAMPER MID MOUNTED NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PVC POLYVINYL CHLORIDE RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOFTOP SOD DUCT SMOKE DETECTOR SQ. FT SQUARE FEET TYP TYPICAL UH UNIT HEATER ENTRY VESTIBULE ELECTRIC AREA 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS C ON Mi+ Y- O • Z • O i-� C C MN m DISTRIBUTION: OATS Prototype Version 1.99 01/03/00 BID/ PERMIT AUG -22810 ARCH. PROJECT# BBB PROJECT# BRAWN: CHECKED: 999636 PH ...I:7 R JA,/[. C. ALBERTS ORAL OF RECORD 314 -821 -1100 V O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISlRIMWMM Prototype Version 1.99 BID/ PERMIT RE c I KWI AUG - 2�1 PERL117 CENTS ARCH. PROJECT}, 999636 DRAWN: PH CHECKED: JGG ORAL ING 711LE -01 018394 PLU BING GE ERAL I FORMATION ND HEDULES P1.1 DATE 01/03/00 A 0 BBB PROJECT# GENERAL NOTES HORIZONTAL PIPING SUPPORT SYMBOL LIST ABBREVIATIONS LIST REF.: REF.: REF.: REF.: IDENTIFIER DESCRIPTION GENERAL NOTES 1. THE PLUMBING SUBCONTRACTOR'S SCOPE OF WORK INCLl1DES ALL WORK WITHIN BALDING AND 5' -0" OUTSIDE BUILDING UNLESS OTHERWISE NOTED. 2. ALL PIPING THAT PENETRATES WALLS SHALL BE SLEEVED AND HAVE ESCUTCHEONS. ANY PENETRATIONS THRU FIRE RATED PARTITIONS SHALL BE SEALED WITH SCOTCH -3M /I'FS195 WRAP AND //CP25 CAULK AS PER MANUFACTURER'S RECOMMENDATIONS. 3. SLOPE ALL 3" AND 4" SANITARY SEWER PIPING BELOW FLOOR AT 1% MINIMUM. 4. THE PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATORS OF ALL PLUMBING PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 10' -0" CLEARANCE IN ALL DIRECTORS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. 5. THE PLUMBING SUBCONTRACTOR SHALL REFER TO THE FIXTURING PLAN FOR COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE BBB STORE FIXTHRING. ALL SYSTEMS SHALL BE ROUTED AND /OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, SHELVING, AND RACKING. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO BBB. SPECIAL CONSIDERATION SHALL BE GIVEN TO E STORAGE AND PRODUCT HANDLING TH ASPECTS OF THE SALES AND RECEIVING DOCK AREAS. SEE STRUCTURAL AND ARCHITECTURAL PLANS FOR MINIMUM MOUNTING HEIGHTS. 6. THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS AT SITE AND SHALL MAKE CONNECTION TO STUBS ON SITE. 7. THE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WIN WATER UPON COMPLETION OF WORK AND TESTING. 8. ONE WEEK PRIOR TO SUBSTANTIAL COMPLETION THE PLUMBING SUBCONTRACTOR SHALL SNAKE THE SANITARY ONE WITH A VIDEO RECORDING DEVICE. THE PLUMBING SUBCONTRACTOR SHALL NOTIFY THE BBB CONSTRUCTOR PROJECT MANAGER OF ANY PROBLEMS AND CORRECT AS REQUIRED. THE PLUMBING SUBCONTRACTOR SHALL SUBMIT ONE COPY OF THE VIDEO TAPE TO THE BBB CONSTRUCTION PROJECT MANAGER. HORIZONTAL PIPE OF THE FOLLOWING MATERIALS SHALL BE SUPPORTED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS BUT NOT LESS THAN THE DISTANCES LISTED BELOW. NO PIPING IS TO BE SUPPORTED DIRECTLY FROM THE ROOF DECK. 1. CAST IRON SOIL PIPE - FIVE FOOT (5') INTERVALS EXCEPT WHERE TEN FOOT (10') LENGTHS OF CAST IRON SOIL PIPE ARE USED. TEN FOOT (10') INTERVALS BETWEEN SUPPORTS ARE ACCEPTABLE. 2. STEEL THREADED PIPE - 1 -1/4" IN DIAMETER OR LESS - EIGHT FOOT (8') INTERVALS - 1 -1/2" AND OVER - TEN FOOT (10') INTERVALS. 3. COPPER TUBE _ 1_1/4 OR LESS -SIX FOOT (') INTERVALS. 6 - 1 -1/2 OR OVER -TEN FOOT (10') INTERVALS. 4. PLASTIC (PVC AND ABS) PIPE _ i -1 2 FOOT 3 INTERVALS. _ C OR OVER -FOUR FOOT OR LESS -THREE F OO " INTERVALS. (') INTERVALS. 5. EXPOSED - ALL PIPING IN EXPOSED LOCATIONS TO ROUTE ALONG WALLS OR STRUCTURE. IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION BFP BACKFLOW PREVENT. CO CLEANOUT CODP CLEANOUT DECK PLATE FCO CLEANOUT FLOOR MOUNTED COG CLEANOUT TO GRADE WCO CLEANOUT WALL MOUNTED CW COW WATER EWC ELECTRIC WATER COOLER OFU DRAINAGE FIXTURE UNITS FD FLOOR DRAIN G GAS GPH GALLONS PER HOUR HB HOSE BIBS HW HUT WATER HWH HOT WATER HEATER HWR HOT WATER RETURN INV INVERT IW INDIRECT WASTE I E LAV LAVATORY ORD OVERFLOW ROOF DRAIN RD ROOF DRAIN RPZ REDUCED PRESSURE ZONE BFP SAN SANITARY S5 SERVICE SINK ST STORM UR URINAL V VENT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET w, WATER SUPPLY FIXTURE UNITS WH WALL HYDRANT T GATE VALVE/BALL VALVE SANITARY SEWER PIPING BELOW GRADE OS &Y GATE VALVE SANITARY SEWER PIPING = .GLOBE VALVE VENT PIPING 0 CHECK VALVE -- -- COLD WATER PIPING -- - -- HOT WATER PIPING lot 1/4" TURN BALL VALVE - G - GAS PIPING s GAS COCK EQUIPMENT DESIGNATOR SV • GAS SOLENOID VALVE ill UNION PX PLUMBING FIXTURE NUMBER FCD0 DENOTES CLEANOUT FLOOR MOUNTED COG() DENOTES CLEANOUT MOUNTED AT GRADE WCO DENOTES CLEANOUT IN WALL CODPO DENOTES CLEANOUT DECK PLATE M� WATER METER i ® GAS METER I11 THERMOMETER WALL HYDRANT FD Q FLOOR DRAIN 'D D DO __ 20..6 q, PLUMBING FIXTURE SCHEDULE NO. FIXTURE MFG. TYPE AND MODEL NO. TRIM NO. SUPPLY PIPE NO. TRAP NO. SUPPORT NO. PIPE SIZES REMARKS TRAP WASTE VENT CW HW P1 WATER CLOSET AMERICAN STANARD AFWALL 2257.103 SLOAN 111YBYC - - JOSAM 14000 - 4" 2" 1 -1/2" - WHITE SEAT; BEMIS yIR400SSC. CONFORMS TO ADA WHEN MTh. AT RIM HEIGHT OF 17 ". P2 URINAL AMERICAN STANDARD LYNBROOK 6601.012 SLOAN 180 -1 - - - J.R.SMITH - 2" 1 -1/0 1" - WHITE, PRIVACY SHIELD, 2 WALL HANGERS OUTLET CONNECTION THREADED 4° FEMALE P3 LAVATORY AMERICAN STANDARD AFFINITY 3420.403 CHICAGO 802A -336 MCGUIRE 158 MCGUIRE 8902 J.R.SMIOH 1 -1/4X 1 -1/2" 1 -1/2" 1 -1/2" I/r 1/2" WHITE, COUNTER TOP, SELF RIMMING GRID DRAIN, METERING HINGED HANDLES P4 MOP RECEPTOR FIAT MODEL N0. MSB -2424 CHICAGO 305-VB - 'P' -TRAP FLOOR MOUNTED 3" 3" 2" 3/4" 3/4" 889 -CC MOP HANGER, 832 -AA HOSE /HANGER ODC -3XH 3° QUICK DRAIN CONNECTOR P5 ELECTRIC WATER COOLER ELKAY MODEL NO. IDEA -B -S - - MCGUIRE 8902 WALL HANGER 1 -1/40 1 -1/2 1 -T /2 1 -1/2" l /Z" - ADA COMPLIANT WALL MTD. WHEELCHAIR ACCESS MODEL, STAINLESS STEEL FINISH P6 SINK ELKAY LUSTERTONE LRAD -2219 LKJ -35 CHICAGO 786 -E3 - MCGUIRE 8912 COUNTER TOP 1 -1/2 "X 1 -1/2" 1 -1/2" 1 -1/2 l/2" 1/2" SINK DRAIN, P -TRAP WITH CLEANOUT CRUMB -CUP STRAINER P7 WATER HEATER ELECTRIC A.O.SMITH ELSF -10 3/4" 3/4" 10 GALLON, 2 KW, 208/1 PHASE, ENERGY SAVER FD FLOOR DRAIN ZURN Z -415 3" 3" 2" BODY ASSEMBLY WITH TYPE B STRAINER TRAP PRIMER OPTION NOTES: 1 PROVIDE TRAP PRIMERS ON ALL TOILET ROOM FLOOR DRAINS. 2 PROVIDE MCGUIRE PRO -WRAP INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPUES TO ALL HANDICAPPED LAVATORIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES. PLUMBING FIXTURE SCHEDULE 01 REF.: NONE V O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISlRIMWMM Prototype Version 1.99 BID/ PERMIT RE c I KWI AUG - 2�1 PERL117 CENTS ARCH. PROJECT}, 999636 DRAWN: PH CHECKED: JGG ORAL ING 711LE -01 018394 PLU BING GE ERAL I FORMATION ND HEDULES P1.1 DATE 01/03/00 A 0 BBB PROJECT# GAS LOAD SUMMARY ITEM ROOF TOP UNIT RTU -1 ROOF TOP UNIT RTU -2 ROOF TOP UNIT RTU -3 ROOF TOP UNIT RTU -4 ROOF TOP UNIT RTU -5 ROOF TOP UNIT RTU -6 ROOF TOP UNIT RTU -7 ROOF TOP UNIT RTU -8 ROOF TOP UNIT RTU -9 ROOF TOP UNIT RTU -10 ROOF TOP UNIT RTU -11 ROOF TOP UNIT RTU -12 UNIT HEATER UH -1 TOTAL MBH 270 270 270 270 270 270 270 130 270 130 270 125 125 2940 WATER DEMAND SUMMARY New CWFU New HWFU 34 4 Total FU 38 MAXIMUM DAILY DEMAND 200 GAL /DAY SEWER LOAD SUMMARY DFU 38 ESTIMATED DAILY DISCHARGE 200 GAL /DAY UTILITY LOAD SUMMARIES REF.: 14 NONE Roof 4 "j Mezzanine First Roar Roof eXUGnune 2" 2" 2 "i 2 FD 1 -1/2" 2 2" 4" 4" 6 WED P2 1 P1 J i 1 2" 1 -1/2" P3 1 - 1/2 ° 1 -1/2" 1 -1/2 4" ®0f ezzaDine 1 1 JIL4 "V.T.R. 2 DDD2/ 4 "I 1 , 1 -1/2" 1 -1 /2 " 1 -1 3" 12" P3 i P3 P3 T P1 1 P1 1 1 -1/2" 1 -1/2 FD FD ®_111111—® = i���_ _�—, r --L--- ,- -T- ' t 1 r r 1 2° P1 r P1 1 I SANITARY RISER DIAGRAM REF.: REF.: 3" P6 1/2" 1/2" I I 2" 1 -1/2" 2" Roof Mezzanine First Floor Roo Mezzanine 11 NONE WATER RISER DIAGRAM 01 NONE 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 0 Q m Y DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT TWA, ... 2 2010 PERMIT CENTS ARCH. PROJECT# 999636 DRAWN: PH DR �l 3 .._" • . KING 11RE: 1 -01 0018394 DATE 01/03/00 BBB PROJECT It CHECKED: JGG PLU SING RISER I IAGRAMS P1.2 lug • m J 1k eJ 1 EXISTING EW 314 "GA EXISTING NEW 1 "GAS- EXISIINGL NEW 1 144 "GAS NEW 1 F.4 F.6 ' J11 -r�1 NE4 f EXISTING 1 1/2 "GAS EXISTING NEW 1 1/4 "GAS 3/4 ° GAS 3/4 "G45 EXISTING EXISTING REDUCER - - EXISTING CW 6.5 EXISTING GAS METERS TO REMAIN EXISTING GAS I Y DEMISING WALL EXISTING 1 1 °GAS pwITCH GEAFI I A uL0 " I I 1.7 O O ® ® ® ® � L REF.: A t � O O PLAN NORTH 3.1 -0 5.1 - �J 1/16 " =1' -0 NOTES REF.: REF.: GENERAL NOTES: 1. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT (MINIMUM AND TYPICAL) 2. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER PROJECT MANUAL. 3. COW WATER PIPING IN SALES AND RECEIVING AREAS SHALL BE ROUTED AS HIGH AS POSSIBLE IN JOIST MATH ALLOWANCE FOR SLOPE AS REQUIRED. 4. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WHERE HUNG CEIUNG IS APPLIED. GENERAL DEMOUTION NOTES: 1. ALL DEMOLITION WORK SHALL BE EXECUTED WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS AND REGULATIONS. 2. EXISTING EQUIPMENT AND ALL EXISTING UTILITY INFORMATION WAS TAKEN FROM AS -BUILT DRAWINGS. DURING THE BIDDING PERIOD, EACH BIDDING CONTRACTOR SHALL VISIT THE SITE AND FACIUTY TO VERIFY ALL EXISTING CONDITIONS, AND VERIFY THE SCOPE OF WORK INDICATED BY ALL CONTRACT DOCUMENTS. FAILURE TO DETERMINE AND.OR ANTICIPATE THE IMPACT OF THE SCOPE OF WORK ON EXISTING CONDITIONS SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. ANY DISCREPANCIES DISCOVERED IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE OFFICE OF THE ARCHITECT. 3. UNLESS NOTED OTHERWISE OR INSTRUCTED BY THE BED BATH AND BEYOND CPM, ALL DEMOLISHED MATERIAL AND EQUIPMENT IS TO BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE IN A SAFE AND LEGAL MANNER. NO ON SITE SALE OF MATERIAL IS ALLOWED. 4. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS AND ACCESSORIES WHICH ARE TO REMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED, RECONDITIONED AND PLACED INTO PROPER OPERATION. 5. CONTRACTOR SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOUTION AND REMODEUNG WORK TO ASSURE THE ACCESSIBILITY AND SAFETY OF EQUIPMENT AND SYSTEMS TO REMAIN IN SERVICE, AND TO PROVIDE FOR THE TIMELY REMOVAL AND /OR RELOCATION OF EQUIPMENT. PIPING ETC. 6. ALL ABANDONED OR CAPPED HOLES, CURBS OR OTHER OPENINGS IN ROOF OR EXTERIOR WALLS TO BE MADE SECURE FROM ENTRY. KEY NOTES• (SYMBOLS ® ,® ETC.) 1. ALL EXISTING PLUMBING FIXTURES AND TRIM IN DEMOUSHED FACILITIES ARE TO BE REMOVED, INCLUDING ALL EXPOSED WASTE, VENT AND WATER PIPING. PLUG SEWER UNES AT A POINT BELOW FLOOR AND ABANDON. ALL EXISTING FLOOR CLEANOUTS AND EXISTING FLOOR DRAINS ON ABANDONED SEWER UNES SHALL BE REMOVED. 2. REMOVE EXISTING GAS PIPING GOING TO EXISTING UNIT HEATER. CUT AND CAP AS SHOWN. 3. GAS PIPING ON ROOF, REFER TO DETAILS ON SHEET P3.1. 4. GAS PIPE DROP TO UNIT HEATER. PROVIDE GAS COCK, DIRT LEG AND FLEXIBLE CONNECTOR (WHERE APPROVED) FULL SIZE OF HEATER (VERIFY). ALL GAS PIPING AND ACCESSORIES TO BE KEPT BETWEEN UNIT AND EXTERIOR WALL AND SHALL NOT EXTEND BELOW THE BOTTOM OF THE UNIT. 5. PROVIDE GAS COCK, DIRT LEG, REGULATOR AND GROUND JOINT UNION CONNECTION FULL SIZE OF ROOFTOP UNIT (VERIFY). SEE DETAILS ON DRAWING P3.1 FOR ILLUSTRATION. TYPICAL 6. REMOVE GAS PIPING TO EXISTING ROOF TOP UNITS AND CAP PIPING AT A POINT BEYOND DEMISING WALL 7. EXISTING FIRE RISER AND DOMESTIC WATER SERVICE TO REMAIN. 8. 3`4 CW UP TO HOSE BIBB WITH VACUUM BREAKER AT APPROXIMATELY 6 BELOW AND NEAR ROOF HATCH. 9. EXISTING DOMESTIC COLD WATER LINE TO BE REMOVED BACK TO THE RISER AND CAPPED. 10. TIE NEW 2" DOMESTIC COLD WATER LINE INTO EXISTING UNE THAT IS PRESENTLY FEEDING THE "FUTURE SHOP" AND EXTEND TO NEW BED BATH AND BEYOND TOILET ROOMS AS SHOWN. VERIFY EXACT SIZE AND LOCATION OF EXISTING WATER UNE PRIOR TO STARTING NEW WORK. 11. NEW 4 SANITARY LINE INVERT -3.0'. TIE INTO EXISTING SANITARY UNE IN THIS AREA. VERIFY EXACT SIZE, LOCATION AND INVERT OF EXISTING UNE PRIOR TO START OF ANY NEW WORK. 12. TIE INTO EXISTING GAS PIPING AT THIS POINT. EXTEND TO NEW ROOF TOP UNITS AS SHOWN. 13. EXISTING GAS METER PRESENTLY FEEDING THE FUTURE SHOP" TO REMAIN. NEW CONNECTED GAS LOAD = 2940 MBH WITH EXISTING GAS PRESSURE SET AT SPSI. SEE GENERAL NOTES FOR ADDITIONAL GAS METER INFORMATION. NO SCALE V■0V0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 1 I c0 Z O 0 O c O Q J O �i m �l Q . L1J a z � 0 Z g m w : Y 1 cG m a = d DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT REPPIVED CITY OF TUKW LA AUG -220 ARCH. PROJECT. 999636 DRAWN: PH MIT CENTER BBB PROJECT. CHECKED: i.1.FV A. 1, ,e " 01/03/00 l0 ONAL OF RECORD 314 -821 -Noo 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 4- 0 DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT RECEIVED CIT' OF TUKWILA AUG 2 200n PERMIT OEM ARCH. PROJECT', 999636 DRAWN: PH DFAIMNG TILE: DATE: 01/03/00 BBB PROJECTS CHECKED: JGG 21/2001 C0018394 LUMNI, ENLARGED PLANS ND DETAILS P3.1 m CO co L c) o o I m . co m �a0 J Q M _ c `r o �°'x W r 2'CW DN. 4" VENT FROM BELOW NOTES REF.: NOTES FOR THIS DRAYANG 1. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS MD AREAS WHERE HUNG CDUNG IS APPLIED. FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET 3. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER THE PROJECT MANUAL 4. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4 PER FOOT (MINIMUM AND TYPICAL). C O N C E A L E D . KEY NOTES (SYMBOLS O F ETC.) 1. 4" VENT THROUGH ROOF (UP IN CHASE THROUGH SECOND FLOOR). OFFSET STACK AT ROOF TO AVOID ROOF FRAMING (IF REQUIRED). 2 2" CW DOWN FROM SECOND FLOOR AND 1/2° HW UP THROUGH MEZZANINE FLOOR TO P6 SINK ABOVE. 3. 2" SANITARY FROM P6 (BREAKROOM SINK) DOWN TO FIRST FLOOR CEILING SPACE RUN IN CENNG SPACE AS SHOWN AND DROP IN "WALL AND CONNECT TO SANITARY UNE FROM LAVATORY. 4. PROVIDE 20 "X20 "X9 DEEP GALVANIZED SHEET METAL PAP. LDNDOR WATER HEATER WTH 3/4" DRAIN PIPE ROUTED TIGHT TO WALL AND EXPOSED IN JANITOR'S CLOSET TO MOP SERVICE ONE TERMINATE DRAIN PIPING AT 2 ABOVE FLOOD LEVEL OF MCP SEP.YCE SINK. 5. ROUTE TRAP PRIMER PIPING BELOW SLAB FROM JANITOR'S CLOSET TO FLOOR DRAIN. REFER TO TRAP PRIMER DETAIL. THIS SHEET. PLUGGED T /8 NPT TEST GAUGE CONNECTION 4 PRESSURE REDUCING VALVE WITH INTERNAL VENT. 10 °MIN. VENT ELBOW DOWN GROUND JOINT UNION NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES. 24 MAX. GAS COCK `MT, PLUGGED 1/8' NPT TEST GAUGE REFER TO ARCHITECTURAL DETAILS FOR PIPE PENETRATION ROOF FLASHING DETAILS ROOF � _ ' + ) jih jih 2 ° 1.61.4111 PIPE ADAPTOR � - DIRT POCKET CONNECTION 2° MIN. TYP. PIPESTAND ,I�III\ TYP. MECH. PIPE _ \l1 j -,_ ffi ...it ls.' w�w� tt �/� / - 1 111, / - 1� ■ / \ 1 � I � \ �S — \ c, ' C \ G AS PIPE ADJUSTMENT �'., / \ AT ROOF OBSTRUCTIONS TYPICAL TYPICAL P ■ ■ ■ ■ � It 1,11 Y II ViR - = _ - 1 /2 "HW BELOW _ I \ -� �� V� 1M FILL WITH WATER PROOF MASTIC GAS PIPING - RUN GAS PIPING - RUN , STEEL SLEEVE WELD TO STRUCTURE AND ON ROOF BELOW ROOF ABOVE ATTACH 82400 STRUT TO BAR JOIST, BOTTOM CHORD OF SECURE PIPE WITH PIPE CLAMP BAR JOIST TYPICAL • _ I L I GAS PIPING TH R U ROOF DETAIL 19 J II I I REF.: NONE PRESSURE REDUCING VALVE 1 I I WITH INTERNAL VENT. VENT ELBOW DOWN PLUGJED 1/8" NPT 'TEST GAUGE CONNECTION GROUND JOINT UNION GAS COCK WITH i/8" CONNECTION ST GAUGE PLUGGED CONNECTION NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES. ALL GAS SHALL SHALL BE PAINTED YELLOW PIPING SHALL BE CLEARLY LABELLED AS "GAS UNE". I, I • 1111111 I, a ' �C UIoIIIIFFh!IIIIli -,l ' GAS ROOFTOP UNIT ON PIPING -RUN ROOF 1 SEE SHEET P21 FOR CONTINUATION 02 � AIM 2" MIN. TYP. DIRT POCKET ,�I r TYP. MECH. PIPE ROOF �Ir� d ,,r�l� V II PIPESTAND CONNECT TO UNIT GAS CONTROLS WITH GROUND JOINT UNION PROVIDE GROMMET FOR WATER -TIGHT SEAL GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS TYPICAL PIPING ON ROOF SUPPORT DETAILS 14 MEZZANINE PLAN — WATER 13 MEZZANINE PLAN — SANITARY 12 REF.: NONE REF.: 1/8 ° =1' -0" REF.: 1/8" =1' -0" CHROME PLATED ( ► Y - - I7 l B) O ,/—m6_, ESCUTCHEON AT WALL TEE" X 1/2" \ ammiN 1/2' SOV L a C W SUPPLY 111 to UM , n l AG -500 AIR GAP FITTING DISTRIBUTION UNIT 1:1 I:I 1/2 COPPER TUBING TRAP SUPPLIES ROUTE BELOW FLOOR TO FLOOR 1 DRAIN TRAPS (SEE PLAN) TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS /P1 -500 (DU -3). SECUR E BACKING UNIT E BACKING SHEET BETWEEN STUDS. MOUNT IN MAINT. ROOM 48" MIN. AFF - - : - - - P 3 7 - © !I �^ P3 - - - - - WAN. „ • pm, I • ►_ - - . I�WI WCO `g P F n i � P E till NOT USED 10 SCHEMATIC DETAIL —TRAP PRIMER 09 i � P2 p3 �.'�L P3 REF.: NONE REF.: NONE I o Pi ! ,'I�� P6, WATTS //DET -5 THERMAL EXPANSION TANK. INSTALL (SQUARE SHELF) ' I, I/ „� I, r „l / P © I j � ��' ELECTRIC „ —� ARE PER MFR'S INSTRUCTIONS I� 3/4 �I� �T ELECTRIC CA�IC UNION � � / 3/4 rt �/ ' 1.... 3 /4 "HW � 3 /4 "CW -- 3 /4 "CW T 8' -0' (MIN.) A.F.F. WATER HEATER DIA. + 3” (MIN.) \ 1. PLATFOR - ABOVE i RECEIVING SALES ti a �- c51 i " I , TRAP PRIMER I 3/4 PLYWOOD (4)ANGLES �� - ' I I I i i ■ � I ANDSMEZZANINE ' 3/4" HW SUPPLY / & P RELIEF VALVE �' , ,'I'll • „'III • 1. , ELECTRIC WATER HEATER 1 1 /2" X 1 1 /2" X 1 /8" LL- 30' A LDED STEEL ANGLE MOUNTING LF PRIMED & NAME SEE SHET UATION = _ :::E NOTES LATE ALL HOT & COLD WATER PIPING DRAIN PAN PROVIDE INSULATION UNDER WATEATE R HEATER 2 2 3 SECURELY ANCHOR TO WALL STUDS W /MIN. OF FOUR (4) 1/4'6 STEEL FASTENERS. , ENTRY VESTIBULE WATER HEATER PIPING DETAIL 05 WATER HTR SUPPORT DETAIL 04 FIRST FLOOR PLAN — WATER 03 FIRST FLOOR PLAN — SANITARY 02 KEY PLAN 01 REF.: NONE REF.: NONE REF.: 1/8 " =1' -0" REF.: 1/8 " =1' -0 REF.: NO SCALE 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 4- 0 DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT RECEIVED CIT' OF TUKWILA AUG 2 200n PERMIT OEM ARCH. PROJECT', 999636 DRAWN: PH DFAIMNG TILE: DATE: 01/03/00 BBB PROJECTS CHECKED: JGG 21/2001 C0018394 LUMNI, ENLARGED PLANS ND DETAILS P3.1 m CO co L c) o o I m . co m �a0 J Q M _ c `r o �°'x W I .111111111111.1.11.111.1.11111111.11111....% I ,-- EXISTING •E H 'RANT A • • • • • ■ GENERAL NOTES IL J 1. BIDDING CONTRACTORS MUST RENEW All DRAWINGS, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS PRIOR TO BID. 2 DES., MATERIN9 AND INSTA LA . MALL CONFORM TO THE APPUCABIE CODES AS SIOVN, THE LOCAL CITY FIRE DEPARTMENT (AIR. THE OWNER, INSURANCE CARRIER, RU. MANUFACTURER, STRUCTURAL ENgNER AND THE OWNER'S RENEWING CONSULTANT. 3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO VERIFY ACTUAL CON0111.S CF CONSTRUCTION AND TO MAINTAIN CONFORMANI E TO THE REQUI.ENTS CF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUCJIT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO BID. 4. FABRICATOR OR INSTALLATION SHALL NOT COMMENCE PRIOR TO OBTAINING APPROVAL OF SIOP/INSTAUAT ON DRAWINGS BY OWNER'S RENEWING 1. CONNSULTANT. 5. THE TYPE OF CONSTRUCT. THROUGHOUT THE STRUCTURE IS UNOBSIRUCIED (SMOOTH CBUNG) AS DEFINED IN NEPA 13. All SPRINKLER DEFLECTOR RD CTOR DISTANCES SHALL BE IN ACCORDANCE WITH THIS STANDARD. 6. SPRINKLER PIPE SHALL BE PER NEPA STANDARDS ACCORDING TO THEIR EIR USING 'DYNA -RO' AND • DYNA- THREAD EWES ARE ALSO ACCEPTABLE ALL PIPING SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR &REA.. CHIMP TYPE INSTALLATIONS SHALL NOT BE ACCEPTABLE ALL MATERIALS SHALL BE UL LASTED AND APPROVED. 7. ALL HANGING METHODS AND ATTACHMENTS HAVE BEER DESIGNED IN ACCORDANCE TO THE STANDARDS WEANED IN NEPA 13 AND /OR AS REWIRED AND APPROVED BY THE STRUCTURAL ENGINEER O" RECORD (IF APPLICABLE). 8. ALL THRUST BRACING MEDICOS AND CALCULATIONS HAVE BEEN ED IN ACCORDANCE 'WTI THE STANDARDS OUTLINED IN NFPA 13, AND /OR AS REWIRED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 9. ALL PIPE/ATENG TABLES USED W PREPARATION OF THE HYDRAULIC CALCULATORS ME IN ACCORDANCE MN THE STANDARDS WRINEO IN NFPA 13. 10. All WELDED PIPING TO RE JOINED BY GROOVED THINGS AND 'RIOU" app. ]) COUPLINGS UNLESS INDICATED OTHERWISE. 11. ALL THREADED PIPING TO BE JOINED BY THREADED CAST IRON TTTINGS. f2 SPRINKLER SYSTEMS SNAIL BE MONITORED BY N OFF SITE CE TEEN ( STATION IN NAJR) TAMPER SWITCHES W ALL CONTROL VALVES. SYSTEM WATER FLOW INDICATORS (WET AND DRY), LOW AIR ALARM DEVICES (DRY SYSTEMS ONLV� AND, IF MPLICABIE, FlRE PUMP ROOM DEVICES. 13. AT ALL PR VARI OVIDE ALL STAGES, 'MATEHIAL ANO TEST AND /OR UPON CDMPIEN CERFlC RA, ATES' PER ALL SYSTEMNS FPA SNAIL f3 TO RE OWNE BE TESTED IN RS THE PRESENCE CTION GWSULTANT (TVA) RE THE FNFCRCNG AGENCY DADA CO CRAPIETION NTRACTWR W ARE PROTE OF 7ESTNG AND PRIOR 10 FINAL ACCEPTANCE BY THE OWNER, THE FOLIAWING CERTIF.. WILL BE RCTRED AS A MINIMUM WHERE APPLICABLE A OVERHEAD HTTIROTEST C. UNDERGROUND NYJROIEST. B. OVERHEAD FINAL D. UNDERGROUND FLUSH 1 f4. AIL PIPING PASSING THROUGH CONCRETE STABS OR WA71S SHALL BE WSTAUID WITH ONE INCH CFARANCE ON ALL SIDES FOR PIPING THREE INCHES IN DIAMETER AME1FR OR SMA AND 1110 INCHES CLEARANCE ON ALL SIDES FOR TIRING FOOL INCHES IN DIAMETER OR LARGER. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CORING WITH CRE PROPER CLEARANCES AT ALL CONTE WALLS THE GTNERM CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A LINO INCH CEARANCE AROUND ALL PIPING PASSIM THROUGH CONCRETE SAGS TIRE SPPoNKIER CONTRACTOR SHALL FlLL ALL VOIDS LEFT FROM .ARANCES WITH AN APPROVED FIRE RATED MASTIC. 15. PMETRATENS OF 'RATED ASS .., SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS DESCRIBED BY THE STATE FIRE MARSHA. STANDARDS 16. THE ERE PROTECTION ENGIN. CF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE CONSTRUCTION WORT( IN ACCORDANCE WIRY THE CONTRACT DOCUMENTS, NOR SHALL THEY DE REWIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CWSRUCTION PROCEWRES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECT. EMPLOYEES OR ANY DRIER PERSON AT TIE J00 SR DRIER THAN THAT OF THE ENGNELTONG FRMS EMPLOYEES. 17. THE CONSTRUCTOR CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, °INSRUCTION CONTRACTOR SHALL BE R.I. 70 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SR CONOITORS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REWIRa1ENT SHALL BE MADE TC APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORM. WORKING HOURS. THE CONSTRUCTION CWRAC. NETHER AGREES TO DEFEND, WDEMNIF ,, AND HOD THE DESIGN PROFESSOVAL HARMLESS FROM ANY AND AIL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OV THIS PROJECT. 18 TIE PREPARER OF THESE DRAWN. CULL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANCES TO OR USES OF THESE DRAWINGS ANY DEVIATIONS TO THE INFORMATION FRONDED HEREIN SNAIL BE IN WRITING AND MUST BE APPROVED I BY THE ERE SWINK. ENGINEER OF RECORD. _ EXISTING GUITAR STORE (RI.C.) EXISTNG GOLFSMIIH GOLF CENTER NEW DEMISING WLL / A /-- EJ(STING 10' FlRE SERVICE TINE WIN 10' 11.1?; E FlRE- \ SITE FIRE SERVICE PIPING PL A�;� SCALE 1' = 20 -0' AIL UNDERGROUND PIPING IS SHOWN FOR HYDRAULIC REFERENCE ONLY GENERAL UNDERGROUND NOTES EXISTNG 4 HOUR CMU PARTITION \ 1. ALL INSTALLATION AND MATERIAL TO BE PER NEPA 24. 2 MINIMUM BURY TO BE PER LOCAL CODES 3. All UNDERGROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PS FOR TWO HOURS 4. ALL UNDERGROUND PIPE TO BE RUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING IT IS THE RF:PONSIBMTY CF THE SPRINKLER CONTRACCONTRACTOR TO ENSURE THAT FLUSHING CF THE UNDERGROUND TIEING NG HAS OCCUR mat TO CONNECTOR. LIO 5. PROVIDE CONCRETE THRUST BLONG, AND THRUST ROOS AS REWIRED. 6. PIPE UNDER FOOTINGS TO BE DUCTILE IRON. 7. FIRE SPRINKLER CONTRACTOR START POINT TO BE AT 6' ABOVE FlNISIED FLOOR IN & RISER ROOM. 8. ALL SPRINKLER SYSTEM CONTROL VALVES TO BE MONITORED. THESE DRAWNGS ARE FOR COORDINATION, BID AND SUBIANTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATOR/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S RENEWING CONSULTANT SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINAD THE SYSTEM 'NTH ALL OTHER TRADES, IT ALL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTOBTAIN APPROVAL OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S RENEWING CONSULTANT. W AD.. TO OBTAINING THE NECESSARY APPROVALS, THE NSTAWNG CONTRACTOR MUST MARE NOTE OF ANY Flab OR COORDINATOR CHANCES ON Tiff NSTANATION OUWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. CONTRACTOR SHALL PROVIDE PIPE SIE AND SPRINKLER SPACING AS SHOWN ON APPROVED SUBMITTAL DRAVANGS/DOCUMENTS ALTERNATES MUST BE APPROVED IN VRGTING BY PREPABER OF SPRINKLER SUBMITTAL DOCUMENTS PRIOR TO &D ARE SPRINKLER SYSTEMS TO BE RETURNED TO SERVICE AT THE BEGINNPIG CF EACH BUSINESS DAY. FIRE WATCH TO BE PROVIDED BY CONTRACTOR AT ALL TIMES SYSTEM NOT IN SERVICE. EXISTING 10' FIRE SERVICE DNE BED BATH & osinoracio 4' CHEIX VV. WRH BED. DRIP (IN EXISTING BUILDING) DINA FLOW PIPE DNFNSIONS . NOMINAL OUTSIDE PISTE PIPE SZE DIAMETER NAMEIER 1' 1.315' 1.191' 1 -R/4' 1.689 ST6' 1 -1/2' 1.960' 1.728' 2375' 220Y 2 -1 /Y 2875' 27os 3.5 W' 3.314' 4.500 .310' f 4PAflFWW RIMS � FRIED N-4HME BAO.LOW DEVICE IRE SPRINKI FR RISER N.T.S. (PLAN WWI N STING CITY WATER MA F r mows 4S W_WM CAP LL BUMF. WA PIPE DENSION ®I TABLES - 9' GROOVED TAMPER BUTTERFLY VALVE DINA THREAD PRE DBIa1SONS SCHEDULE 10 PIPE DIMENSIONS NOMINAL OUISDE NSDE NNW. OUTSIDE INSIDE PIPE SITE DIAMETER DIAMETER PIPE SZE DIAMETER DIAMETER Y 1.315' 1.080 1' 1.315 1.037 1 -1/4' 1.680' 1. 1 -1/4' 1.880' 1A42 1 -1 /Y 1900' 1.839 1 -1/2' 1.900' 1.882 Y 2.375 2104 Y 2375' 2157 2 -1 /Y 2615' 2815 3.500' 3.260 4 4.500' 4.280 6' 0.625 8.357 ir 8825 8248 SHEET INDEX FE) FP2 FP3 FP4 FP5 SNE FIRE SERVICE PIPING PLAN FIRE SPRINKLER DEMO PLAN FIRE SPRINKLER PIPING PLAN - SYSTEM 11 NEW FIRE SPRINKLER PIPING PLAN - SYSTEM 12 NEW FIRE SPRINKLER PIPING DETAIL SHEET FLOW TEST INFD(LIATION INFORMATION IS PER 1111011/1 PUBLIC WORKS DEPMBIB1T EFFECTIVE AT 290 ANDOVER WEST DATA: STATIC - 140 PS RE900M - 135 PS OBSERVED .W - 2000 CPM TEST ELEVATOR 0 (IN RELATION TO PRGECT GRADE) TEST OMR 05-02 -2000 FLOW INFORMATION IS FURTHER REDUCED PER TIff FOLIONiNG • Los ( 5 PS NM.) BUFFET PER BED BATH & BEY11M) REQUI.E TS ROW TEST TO BE USED FOR F RE SPRINNIER . STATIC - 126.0 PS RESDUAL - 121.5 P9 FLOW - 2000 CPR BUILDING DATA CONSTRUCT. SARA 11IN (SI'RNISFAFll) OCCUPANCY: M (Rua) BUILDING .. FOOT: 45,500 10' SITE TIRE SERNLTJ IRE SPRINKLER RiSER N.T.S (SECRAN NEW) PROVIDE A HYDRAWC CALCULATION INFOMATON CARD SHOWING (PM AND PSI RAW AT DNE BASE OF THE RISERS DESIGN DENSITY AND AREA N METAI, o Am)O IS RISER WITH A OINN. 02() 1 I No No Date (o��1�Gti Revisions Drawing References CAD NAME: PROJECT NO • DRAWN BY: CHECKED BY: PROTOTYPE DESIGNATION: -zoy Description Drawings 650 LIBERTY AVE UNION, NJ 07083 (908) 688 -0888' FAX (908) 688 5686 TU K WI LA, WA :5! 4i CALF O' F TU 1 N AUG - 2 L PERMIT CEN BED BATH & eErow HIS DRAWING IS THE EXCWSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Drawing Title SITE FIRE SERVICE PIPING PLAN SCSIN Date i " =20' -O" 06 -20 -00 Sheet No. FP1 A LA 00 EF 1 Revisions No Date Description t f(; V) j.2n'! ii Drawing References N Dr awings CAD NAME: PROJECT NO- DRAWN BY- CHECKED BY: PROTOTYPE DESIGNATION: RECEIVED CITY OF p TUKV l 1 P' PERMIT TIT C } 4 �r v4a 7'41� t , ,. __ BED BATH & • Its 650 LIBERTY AVE UNION, NJ 07083 (908) 688 -0886 FAX (908) 688 5886 IS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location TU K WI LA, WA Drawin Title F IRE SPRINKLER DEMOLITION PLAN 1c/1 =1'_O" I Date 06-19-00 Sheet No. FP2 AR I 1 CONTRACTOR'S NOTE: DO NOT INCLUDE DEMOLRON OF EXISTING SPRINKLER SYSTEM IN BASE BID. TREAT THE DEMOLITION OF EXISTING SYSTEMS AS AN 'ALTERNATE ADD' TO THE BASE FIRE SPRINKLER UPGRADE CONTRACT. FIRE SPRINKLER SYSTEMS TAKEN OW OF SERVICE FOR REPAIR OR UPGRADE SHALL BE RETURNED TO SERVICE AT THE BEGINING OF EACH BUSINESS DAY. FIRE WATCH TO BE PROVIDED BY CONTRACTOR AT ALL TIMES SYSTEM IS NOT IN SERVICE. FIRE SPRINKLER PIPING DEMOLITION NOTES (ALTERNATE ADD') CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING THE PIPING AND EQUIPMENT INDICATED. SPRINKLER CONTRACTOR MUST VISIT SITE PRIOR TO BID TO DETERMINE THE COMPLETE EXTENT OF THE DEMOLITION. CONTRACTOR TO REMOVE ALL DEMOLITION MATERIALS AND WASTE TO AN APPROVED DUMPING SITE. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING OR REPLACING MAD DAMAGED DURING DEMOLITION AND CONSTRUCTOR. CONTRACTOR IS TO PATCH ALL HOLES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING TO BE REMOVED IS VACATED FROM THESE HOLES. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT DEMOLITION. SPRINKLER SYSTEMS NOT A PART OF DEMOLITION SHALL BE LEFT IN SERVICE . SCOPE OF WORK INCLUDING BUT NOT LIMITED T0: 1. REMOVE ALL EXISTING MAINS AND BRANCH LINES AND RISER AS SHOWN. THIS IS ALTERNATE ADD, NOT TO BE INCLUDED IN BASE BID. 2. DEMOU TON OF ALL PIPE MUST BE COORDINATE WITH SCHEDULE OF CONSTRUCTION AND LOCAL JURISDICTION. Iu 11 11 1 •I ,j,; 1 =i l 11151 1 1111111 ii III ' I p NE Pull 121 1�9Q11 111r IMO 1L. it ll '� 1: = CG1 111111 1111;1, I! M I I .14 _ • 1 11 Z = I II II 11 II li• 111 12111. II II 11 � m= N mown mii.�ie aaF�Eaw �iiiiA �ii��ii �iial�iiii X11 •11111111MINI1♦J =111♦11•I•111111 • =/ /� IIJ�� �■ EEL. cns. IN TNHIS -' EA Fan( DEMO ALL MAINS& &'ANCHLINES IN THE ` CIISNM RE:0 BE CUT I FIELD 0 31/64' 7 GOWN 70 AUX. DRAIN O 4-0 AF.F ` CNSIOM HXNDE TO BE CUT IN FlBD 2' IX)WN TO AUX. DRAIN I 0 4-0 AF.F. TO SYSTEM EXTERIOR ELECTRIC BELL SAE SPRINKLER CABINET 6 ALARM CHECK VALVE W/ TRIM 6 UTTEI . VALVE W/ B WALL P.I.V. 10x 8 x8 RANGED TEE 1G FLEXIBLE COUPLING FINISH FLOOR walk I p EXISTING RISER To GOLF CENTER --o 24' -0' �6 FLEBBLE COUPLING N.T.S. 1. EXISTING RISER APPEARS TO BE IN GOOD CONDITION. CONTRACTOR TO BE RESPONSIBLE TO VERIFY MSER TO BE IN WORKING ORDER. BELL 6 TIBER AND F7E.D MAIN ?0 RE1.WN. © © © 24' -0' TO GUITAR CENTER 24' -6 © O SCALE 1/16 m 1'— O 1')L FIRE SPRINKLER DEMOLITION PLAN NORTH I f 2 ® O © 0 LEGEND EXISTING MAIN PIPING TO BE REMOVED EXISTING BRANCHUNE PIPING TO BE REMOVED EXISTING MAIN PIPING TO REMAIN EXISTING BRANCHLIKE PIPING TO REWVN EXISTING SPRINKLER TO BE REMOVED EXISTING RISER NIPPLE TO REMAIN F]ig% LINE AR VVER UNDER HVAC DUCT W BE R OVER THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABf. .AVON/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S RENEWING CONSULTANT 1 AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL IAANUFACMRER CENTRAL PL0 -231 GENERA- GB HYPE UPRIGHT SSP TEMP. 286 165 ORR. 0.64' 1/2 K- FACTOR 11.4 5.6 FlNISH BRASS CHROME MIN. PSI ESCUTCHEON 10 NONE CHROME TOTAL ERE SPRINKLES SHOWN QUANTITY 23 191 MEZZ. OFFICE AREA PLAN FIRE SPRINKLER PIPING PLAN SCALE 3/32 = I' -P SYS1D /1 23.700 SD. FL NORM NEW WORK NOTES 1. ALL SLIMMER DEFLECTORS M AREAS CORN NO CEUNG TO BE MN 12 OF HEAT COLLECTION SURFACE OBSTRUCTED, COMBUSTBLE CONSTRUCTION U.N.O. CONIPOCION TO ARM AROUND AND SPRINK R BELOW ALL ROOF MECHANICAL PENETRATION LOCATIONS AS SHOWN AND /OR AS REWIRED PER NEPA AN ADDITIONAL (12) FEET OF PIPE HAVE BEEN INCLUDED PER BMNCHUNE IN NI. H0'DRWUC CACUTATIONS TO ACCOUNT FW MOOIFICATWN AS NEEDED. J. SEE SHEET FPS FOR ALL HANGER DETAILS AND TYPES USED. 4. SEE SHEET FPS FOR NL BRACING DETAILS 5. All DIMENSIONS SHOWN ARE TO BE CONFIRM AND =ROHM BY CONTRACTOR- ADJUST AS NEEDED FOR CONFLICTS WM1 OMER TRADES /OBSTRUCTIONS AT NO COST TO OWNER. 6. S. SHEET FPI FOR GENERAL NOTES AND DETAILS 7. AU NEW BRANCTIUNES ID BE INSTAL I m AS TIGHT AS POSSIBLE TO BOTTOM OF JOISf/PURJNS WITH EMMEN DEF.CROR A WARM OF 12 MEOW BOTTOM Cf DECK 8. AL NEW MAINS TO BE INSTATED AS TIGHT AS POSSIBLE TO BOTTOM OF DECK, WITH MINIMUM RISER NIPPLE LEER BENG Or HANGER NOTES 1. AU. BRWCNL41E5 TO BE HUNG WAIN U -NOOKS DR TSBB. 2. AIL WRNS TO BE HUNG WITH U -HOOKS DR TSBB. 3. SEE SHET FP5 FOR HANGER DETAILS AND REWEEMEAMS. BED, BATH & BEYOND DESIGN CRITERIA (APPLICABLE IN AIL JUNSDCPONS ENFORCING UNIFORM FINE CODE) CNRRA RASED W FOUDWIFY: CONDRONS' CLASS I -N, ma GROUP A RUSTIC COMMIES CAMWED AND E OOSFD, NONENCASULATED PRODUCT SHELF STORAGE SINGLE ROW AND BACK -TO -BACK WITH MASONRE BOARD UMBERS 16 V2 FL MAXIMA STORAGE HEIGHT 4 FT. MMIMUM NSfE WIDTH HEN TEMPERATURE FLO CEUNG SPRINKLES PPoMAAY OEIGN GROTTY (CRASS I COYYWTIESI: BASE OESEN CRTEBN DESIGN CRITE N ADJUSTMENTS: REDUCE DENSTY TO 705 OF 845E CMERA 845E DESIGN CRRERIN SFCANIWTY DESIGN CRTDiA QIMIIFU MOP A PLASTICS IN ACCORDANCE WITH IIFC Wee. 8101 50: ERSE DESIGN CRITERIA,: DESIGN CRITERIA ADIVBIMENIS: 038 GRA /50. R. O,ER (NFlA 231G FI00 WRNE G) WE T O 1 2 fT. STORAGE HEIGHT (NEPAL 2TiC, S 6 i fi-92 ANO FIWRE 6-92) INCREASE DENSITY TO 1205 OF ADJUSTED OENSIIY TO A(:CWM FOR SOLID SHENNG WHICH D S ASSAYED TO BE TYRANT TO USE W SAN BOROM Wtl00 PALES (NEPAL 231G S ECTION B-9.10 S8 � 0.7 • =Boo .487 0PM /SO.FE OIER 9A00 s0. FL 0.110 GPM /5011. OVER 2000 S0. FT. (NEPAL 731C, FlWRE 8 -21( >) h NOTE 8) REDUCE DESIGN AREA N 9W S0. FL IN AI%OR64NCE WITH UFG SECTION 8101.52 FINN. CIWIEBN DSO GP11/50. R. OVER 900 S0. FT. NOTE SYSB f1 S2ED N ACWRMNCE NTTH SYSTEM 12 HYDRAULIC CALCULATIONS LEGEND NEW MAIN PIPING TO BE ADDED NEW BRANCHUNE 70 BE ADDED - - -- ESTNG LOON TO REWN - - -- F](51ING BRWCHUNE TO HEWN — ' - Y �-- DUSTING RISER NIPPLE TO ROAM �•I- NEW FUSER HIPPIE TO BE ADDED -_ —o— New SPRINKLERS TO BE ADDED -0 - 0 - OUSTING maw. RS TO NEYNN THESE DRAMS ARE FOR COORDINATTON, BID AID SOBMRAL USE ONLY. SPRINK.R CONTACTOR TO PRONDE COMPLETE FABRICATION /INSTALLATION DRAWINGS FOR APPROVAL BY OWNERS RENEWING CONSULTANT SHOULD MIODIFIGTpNS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, R WILL BE THE INS AUJNG CONTRACTORS RESPONSIBILITY TO OMAN APPROVAL OF THE CHANGES FROM BOTH TFIE AHJ. AND THE OWNERS RENEWING CONSULT.. IN ADDITION TO OBTAINING THE NECESSARY APPROJNH, THE INSTNDNG COMPACTOR MUST ME NOTE OF ANY FIELD OR COORDINATION CIANGES ON THE INSTAWTNNN DRAWL OS, AND THEN MUST FRO DE A SET OF AS -BUILT MINDS ONCE COMPLETE. No Date Revisions P I)1 ii Description Drawing References No Drawings CAD NAME PROJECT NO- DRAWN BE CHECKED BY PROTOTYPE DESIGNATION: 650 LIBERTY AVE UNION, NJ 07083 (908) 686 - 0888 FAX (908) 688 5886 RECEIVED CITY OF TUKWI 26C PER BEDBATh & eanoINo THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT DE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. TUKWILA, WA Drawin Title IRE NG SPRI PLAN NKLER PIPI Scale /32" 1' -0" I Date 06 - 19 - 00 Sheet No. FP3 AR Revision's No Date Description Winl, PL.(ZIYI It Drawing References No DrroNDo U CAN NAME PROJECT NO • DRAWN BY: CHECKED BY: PROTOTYPE DESIGNATION: RECEIVD CITY OF TU AUG - 2 2000 TT## .!EMIT CENTPN s1 W ' LA ^ 2 ,,, BED BATH & 650 UBERTY AVE UNION, NJ 07083 (908) 688 -0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSEVE PROPERLY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH A BEYOND. Location TU K WI LA, WA Drawin Title F IRE SPRINKLER PIPING PLAN Scale3 /32, =1' -0„ I Date 06 - - Sheet No. F P 4/ A s FIRE SPRINKLER PIPING PLAN SCALE 3 /JY = 1' -U SYSTEM 12 = 27.900 SO. TO STETA ONE SEE SHIFT SY FP3 NORTH AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL MWUFALTURER CENTRAL 110-231 CENTRAL GB TYPE UPRIGM SSP TEMP. 286 165 ORIFICE K- FACTOR 11.4 5.6 FINISH BRASS CHROME MIN. P. 10 ESCUTCHEON NONE CHROME TOTAL ARE SPRINKLES SHOWN 351 352 MEI MEI MEI SYSTE INN IN MN LW NMI I I•11 =I in y ®:I • �r_MEA l r sl • 111? (NIfl lr� il11411�1_:i� � LN 11 11 ICI =* I lil ! . 11 ' 11 I� �� • � - I ' ' 11 �� • 11 • ' N__ CUSTOM FIXTURE TO BE CUT IN FIELD 5 DRAIN CAP 10' ELECTRIC BELL 1' ON TO NSPECIORS TEST CONNLCTON 2 LINES PER BAY (M'.) 4 HR. CMU WALL 3 -O' ADD A CAP DRAM CAP CUSTOM FIXTURE TO 2 LINES THIS BAY BE CUT IN FIELD REMOTE A DE GN CWEBMA .6o /900 O CUSTOM FIXTURE TO BE CUT IN FIELD REMOTE AREA PRIMARY DESIGN CRITERIA ...ER LOCATIONS TMICAL BRANCH i 70 NEW WORK NOTES I. ALL SPROMIER UEFIECIORS IN AREAS WAIN NO CBUNG TO BE WIININ 17 OF HEAT COJECWN SURFACE OBS1RUCIED. c uDI . CONSTRICTION U.N.O. CONTR CIOR TO ARM MOUND MD SPRIN.R BELOW AIL ROOF ME.WCAL PEREIRA. LOCA110N5 A NONTI AND /OR AS MIRED PER NEPA M PDOMONAL (12) FEET OF PIPE HAVE BEEN INCUMED PER BRMCHUNE IN ALL HYDRAULIC GLLCULOONS TO ACCOUNT FOR MODOWATIORI AS N®m. 3. SEE SHEET FPS FOR ALL BANGED DEEMS AND TYPES USED. 4. SEE SHEET FP5 FOR NL BRACING DETAILS 5. All DIMENSIONS ']TOWN APE TO BE CONFIRMED MD MORDNAED BY CWIRACTOR AJUS AS NEEDED FOR CONTACTS WITH OTHER 1RME5 /OB6IRUCTONS AT NO BRAN TO RRT 6. SEE SHEET FPI FOR GENERAL NOTES AND OETAIB. 7. NJ_ NEW BR000INES TO BE INSTALLED AS TIGHT AS POSSIDE TO BOTTOM OF JOIST /PURIM WRIT SPRINKLER DEFLECTOR A BAXIWN OF 12 BELOW BOTTOM OF DECK 8. AD. NEW INNS TO BE INSTALLED AS TIGHT AS ...LE TO .1DM OF DECK, WM MINIMUM RISER WPM 10100: BEING BE HANGER NOTES 1. AL. BRANCA.. M BE HUNG or U -FB015 OR TSBB. 2 ALL MAINS TO BE HUNG WM U- 140016 OR TSBB. 3. SEE SHEET FP5 FOR HANGER DETAILS AND REOUIREMFMRS. SYSTEM #2 - PRIMARY CRITERIA SYSTEM ;2 - SECONDARY CRITERIA BED, BATH & BEYOND DESIGN CRITERIA (PPRMADE M NL JURISDICTIONS ENFORCING UNIFORM FIRE CODE) CMEIA fl45m ON i 11(. /ONDIDON : CLASS 1 -N. LANDED .OUP A DASTLC CON. i MOORED AND EXPOSED, NWENGPSUTATED PRODUCT mar STORM[ SINGLE ROW MD BAX- TOBADK WRIT MAS0101E BOARD DMDLTTS 18 1/2 R. AIApMW SMT%DE HELM 4 FT. HMMUN A19E WID1H MGR TEMPmAIUPE ED MEMO SPRINKLERS „ IBWINY DESIGN CRITRM MASS 1 -1V COMMODDFST BASE DESIGN CR ERIN 815E DESIGN CRTERM: FINAL CRITERIA: R.58 cpM /S0. FT. OVER 2000 BO. FT. (xFPA z31c. FxAmE 6- 1z1(a G.R. c) DES. =ERR ADMSIMEMS: REDUCE DENSITY TO 70S OF 815E CRTFAW WE TO 16 ,/2 F . IORM,E HELM NFPA 231C, SECTION 6-9.2 MSO FIWAd: B- 2) INCREASE DENSITY 1D 120R OF A AY, A's" ASSUMED TO ADCOUM FOR SOLID 10 USE OF S WHI ASSUMED TO BP LL ETM TO USE OID BOTTOM WOW PALLETS (NFPA 2310, SECTION 6 -9.m) .58.0.7.12= .487 GPM/SAE . O. 2000 SA FT. SECONDARY DESIGN CRITERIA AIM. GROUP A PIASIIM IN ADCO.N. WIM UFO S.. R101.59, 845E GOWN CRIER& DESCH MAE A ADTIUS,MENRS: O.BO GPM /NO FL OUER 2000 50. FT. (NFPA 731C, nWRE 8 -21(e) k NOTE 8) REDUCE DESIGN AREA TO 900 ILIA.. IN ACCOROMCE WIM UFC SECTION 8101.52 0.60 GPM/SA. FL OVER 900 SA FL LEGEND -119- -0- HYDRAULICALLY MOST DEMANDING 908 SO. FT. DIM DORM DENSITY OF .60 GPM /S0. FT REQU1. 477.8 GPM AT 45.8 P9 AT PAM OF RS. SIMI I I6 SAM BASED ON SSTELI 2 CALL'S. NEW MAN PIPING TO BE ABED NEW BRANCHLME TO BE ADDED EXISTING LAN TO REMAIN EOSPNG BRNMIUNE To ROAN COSTING RISER NIPPLE W REAM NEW RISER NIPPLE TO BE ADEN NEW SPRIFI. R5 TO BE ADD EBSTING SPRINIIDS TO REAWN TRIBE DRAWINGS ME FOR CODRDINIIRM, BID AND SUBMITTAL USE ONLY. SMOLDER COMIUMOR TO PROVIDE COMPLETE 0 ORWA. FOR APFRO AL HY OWNERS RENEWING CONSULTANT HYDRAULICALLY MOST DEMANDING 2000 S0. FT. WITH DESIGN DENSITY OF .487 LVM/5. FT. REQUIRES 1,064.1 GPM AT 67.7 P. AT BASE OF RISER SHOULD MODRGPONS TO THESE PANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADE B WRL BE THE INST.. CONTRACTORS RBPoNSIBMIT TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE ALIA. AND THE OWNERS RENEWING CONSULTMT. IN AM MON TO OBTANNG THE NEC85AIY APfMOVNS, THE RNSAWNG CONTRACTOR MOST MARE NOTE OF ANY FIELD OR COORDINATION CWNGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF 1S-BUILT DRAWINGS ONCE COMPLETE dRBWBNOE BRACE Gu(NRATION PIPE SIZE & TYPE USED TOTAL LENGTH IN CALL. AREA WEIGHT PER FOOT WITH WATER TOTAL WEIGHT PER PIPE 6 SCH.10 4O' - O' 23.03 921.2 2 DYNA -FLOW 4 .& 4 ® 108' EA =432' TL 23.03 921.2 TOTAL WEIGHT 2558.48 APPLY HALF OF TOTAL WEIGHT (ACTUAL LOAD) 1279.24 PER TABLE 4- 14.4.35.6 ( NFPA -13 ED.) FASTENER TYPE = 1/2 LAG BOLT FASTENER METHOD / ANGLE _ F 60 -90 MAXIMUM LOAD PER ATTACHMENT THIS METHOD = 1586.0 ce NOTE: FASTENER — BRACE F FOR WOODEN BEAMS NOT MINIMUM 1/2 DEPTH OF BEAM BUT NOT 43 IN.(76mm) FOR WOOD BEAMS LESS THAN 3 IN.(76mm). LONGTIUDINAL - 80' -0 DISTANCE BETWEEN BRACES LATERAL - 40' -0 IMPUTE TYPE SCH.10 SCH.10 5CH.60 SCH.10 SCH.10 5CH.40 MAIN DI METER 2 2 -1/0 0 4 0 0 TRAPEZE LJNGTH 8'-0' 21/0 21/2 21/2 21/0 0 0 T-0 2 1/2 21/0 21/0 21/0 0 0 6'-0° 2 0 21/2 21/0 2 S AIR SIZE 3/8' 3/8 3/8' 3/8 1/2 1/2 TAPPED SIX AFAY 8/2101 1 1/2 90 ELL TO 1 i/Y x 0 -3 TxT NIPPLE COMPONENTS PIPE HANGER DT15ET EYE SOCKET 3/6 ALL THREAD ROD 3/6 x 0' -1' VA BOLT NOTE: PROJECT STATIC PRESSURE DOES NOT EXCEED 100 PSI. PRESSURE RESTRICTIONS NOT REQUIRED — MAN PIPPING HANGER DETAIL NOT TO .LE 488086 910 - OFFSET EYE SOCKET SHOWN USED AT STEEL JOIST HOSE CONNECTION DETAIL NOT TO .E NOTE HOSE RACK DROPS ARE 000 TO BE 61014 LED UNTIL FIFML CT 9.8 IB VEDIFlED WTM OIE OWNER/PROIftT MMY —LOOK N L AND WATER VD OR BOLT SEE 01808 N01FS I/O 216 FOR 6 -6 PIPE 3/6 866 FOR 2 -d PIPE PIPE RING 1 T NOSE VLVE WRH CIP AND CAHAIN FINISHED FLOOR FOR 1 ° -2 PIPING HANGER VC NOT TO SCALE 3" MIN. ��;. `CRWYEO CURET MNN TYPICAL RISER NIPPLE NOT TO SCALE HANGER 92 - U -HOOK FOR USE ON IMMO, WOOD FRAME OR WOOD TRUSS COMPONEHIS U -HOOK 5/16 STOCK (2) 916 x Y DRNE SCREWS FOR 2 1/7 TO 3 PIPE U -HONK 3/6 STOCK (2) 3/6 x 2 1/2 LAG BOLT 36 %O -6 HOD Oi ENDS IHRU Y PPE PISTE 916x2 DNVE SCREWS U -HOOK Y THRU d PPE USE 3/696 -1/2 LAG SCREWS `TEPID BOLT -. HANGER NOES \ `TAPPED SIDE BEAM BRACKET 3/6 OR 1/0 ALR 7 1RAP6E MEMBER PIPE RING HANGER /2 NOT TO SC1E NOT TO SCALE 1/2 THRU- BOLT —\ WITH NUT AND WATER FOR 6 98 PIPE USE CCWA HEAVY RING FOR 1/0 1/2 ROD. PIPE RIM 1/2 ASS FUR 6-6 PIPE 3/6 AIR FOR Y-d PEE WIN PIPING TRAPEZE HANGER DETAIL 11.120 EARTHQUAKE BRACE NOT TO SCALE IDECER 921- PPE SR'm ODDIST LE) FOR AT 01ENT TO CONCRETE FLOOR R,, . (FO 6 AM If PPE) IDTMDIKIND PPE SC. W/ (-BOLT THREADED PPE WITH PRIUS R 3' SCHEDULE 40 PEE W/ S ROOT WY NN (4)5/0 x 4 3/d ORaK BOLT B RISER PPM CLA. 11/4 PPE _ W SCH. 40 (2) 1/2 0 3 3/40. BOLT S. OR EOIML (2)91/9 =L 40 RM ME (2) T81D0 QL 06*0 1 1/d DENIM SWNF0 e9TA0BWAT Elm (2) 1800 OR mum_ BR/CE amp (2)1/2X33 /4OWCK BOLT 4 OR END/ RISER BRACE CONN. NOT 10 SOWS (0 mSFRS ONLY) PIPE STAND HOT TO ..ALE BRACE SYAVEL D2Do&' Y TEST CONN. -WET PIPE SYSTEM MT TO SCALE DUCT OR RTU DROP DETAIL NOT TO SCARE `9011 W /CIWN AUX. DRAIN DETAIL NOT TO SCALE PROmE AT AIL ?PACE TM WA CD�CII 1 N m G GSA WET � OR MOPE TRMPEO SHOULD MONFICATNNR TO THESE PLUS BECOME NECESSARY TO PROPERLY COORDINATE THE SYS. WNN AIL COPIER TRADES, R MI BE THE INSTAWNG CONTRACTORS RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AHA AND THE OWNERS REVIEWING CONSULTANT. IN ADM ON TO OBTAINING THE NECESSARY APPROVALS, THE INSTNDNG CON RACT A MUST MAID NOTE OF ANY RETD OR COORDINATION MACES ON THE INST ATION DRAWINGS. AND MUST PRCMDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE Drawing References CAL/ NAME: PROJECT NO- DRAWN BY CHECKED BY: PROTOTYPE DESIGNATION: BED BATH & earrioN Sheet No. 650 UBERTY AVE UNION. NJ 07083 (908) 688 -0888 FAX (908) 688 5886 RECEIVED CITY OF TUKWILA AUG - 2 2000 PERMIT CENTER •y""L 1N3ED IS DRAWING IS THE EXCLUSIVE PROPERTY OF BATH & BEYOND. THE INFORMATION SHOWN MAY OT BE USED NOR THE DRAWINGS REPRODUCED TTHOUT PERMISSION OF BED BATH & BEYOND. Location TU K WI LA,' WA Drawing Title FIRE SPRINKLER DETAILS PLAN Scale I Date AS NOTED I 06 -19 -00 FP5 AR AIRMINNWMPRMIMI GENERAL NOTES C Q . 0 I 0" OD 0 Q I - SYMBOL LIST ABBREVIATIONS LIST F ; REF; REF, IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION 1. COORDINATE ALL SUPPLY AIR OUTLETS, EXHAUST GRILLES, AND RETURN AIR GRILLES WITH ARCHITECTURAL PLANS AND WITH THE ELECTRICAL FIXTURES. 2. ALL TRANSVERSE JOINTS SHALL BE SEALED WITH TAPE OR MASTIC. 3. TEMPERATURE CONTROLS EXCEPT AS SPECIFIED HEREIN SHALL BE FURNISHED BY MECHANICAL SUBCONTRACTOR AND INSTALLED AND WIRED BY ELECTRICAL SUBCONTRACTOR. EACH ROOFTOP UNIT WILL BE CONTROLLED BY A LENNOX 2051 LOGIC MODULE, FACTORY INSTALLED, AND A REMOTE ZONE SENSOR. THE LOGIC MODULE WILL BE WIRED TO NOVAR ENERGY MANAGEMENT SYSTEM. THE UNIT HEATER WILL BE CONTROLLED BY A WALL MOUNTED THERMOSTAT, BUT WILL BE ENERGIZED AND DEENERGIZED BY : NOVAR ENERGY MANAGEMENT SYSTEM. 4. ALL GAS FIRED HEATING EQUIPMENT SHALL BE "LLD" (PILOT LESS) TYPE. MECHANICAL SUBCONTRACTOR SHALL PROVIDE PRESSURE REGULATING EQUIPMENT AS REQUIRED. 5. SMOKE DETECTORS ARE FACTORY INSTALLED IN THE ROOFTOP UNITS. THE FACTORY DEFAULT IS TO SHUT THE UNITS DOWN UPON SENSING SMOKE. THE ELECTRICAL SUBCONTRACTOR SHALL MAKE ALL FINAL POWER CONNECTIONS. FIRE ALARM CONNECTIONS SHALL BE COORDINATED WITH ADT. IONIZATION DETECTORS SHALL BE WIRED BY ELECTRICAL SUBCONTRACTOR. DETECTOR SHALL BE SYSTEM SENSOR #DH400ACDC -4 WIRE WITH SAMPLE TUBE AND ONE (1) NORMALLY OPEN (N.O.) AND (1) NORMALLY CLOSED (N.C.) CONTACTS. EACH IONIZATION DETECTOR SHALL BE SUPPLIED WITH AUDIO AND VISUAL DEVICE IF REQUIRED BY LOCAL FIRE MARSHAL. 6. EACH ROOF MOUNTED UNIT SHALL BE PROVIDED WITH SUPPLIED ROOF CURB, WHICH SHALL BE PITCHED, AS REQUIRED, TO PROVIDE DEAD LEVEL MOUNTING IN ALL DIRECTIONS. ROOFTOP UNIT MANUFACTURER AND THE MECHANICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DETAILS OF ROOF CURB WITH ROOF CONSTRUCTION. REFER TO STRUCTURAL PLANS FOR SUPPORT AT ROOF OPENINGS. 7. ALL HVAC EQUIPMENT SHALL BE UL LISTED. 8. ALL EXPOSED DUCTWORK DIFFUSERS, GRILLES, HANGERS, ETC. SHALL BE PAINTED BY GENERAL CONTRACTOR. PAINT SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. 9. HOLD ALL SUPPLY AIR DUCTWORK IN THE SALES AREA TIGHT TO UNDERSIDE OF JOIST. 10. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED TO CONFORM TO SMACNA STANDARDS. 11. VENTILATION REQUIREMENTS: APD AIR PRESSURE DROP BTU BRITISH THERMAL UNITS CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE COND CONDENSATE CR CEILING REGISTER CU CONDENSING UNIT DB DRY BULB EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EF EXHAUST FAN F DEGREES FAHRENHEIT FD FIRE DAMPER FPM FEET PER MINUTE G GAS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE LAT LEAVING AIR TEMPERATURE MBH THOUSAND BTU PER HOUR OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE R:1 RETURN AIR RTU ROOFTOP UNIT SEASONAL ENERGY EFFICIENCY RATIO T THERMOSTAT UH UNIT HEATER MC VIBRATION ISOLATION CONNECTION WB WET BULB WC WATER COLUMN WG WATER GAUGE ' Q Z Z DIRECTION OF FLOW Z PIPE DROP Z o - ON DIRECTION OF FLOW PIPE RISER Z O Z Z NEW DUCTWORK - _Z INSULATED FLEXIBLE DUCT — VOLUME DAMPER FD FIRE DAMPER AND ACCESS DOOR SD SMOKE DAMPER AND ACCESS DOOR �j _ I ' - � I - 1 .1 1 _ —O — 1 f - - R TU - 1.- - -r ' i 1 R - TU —1 T _ - _ � - — - - —�— - G _ -0 - B' ' - -OO '� - O _O ( I 1 1 MOTOR OPERATED DAMPER XXX XX EQUIPMENT TYPE EQUIPMENT NUMBER DIFFUSER TYPE I ►J®i CFM QT ® —� 15001 a '' SYMBOL LIST CFM QUANTITY CUBIC FEET PER MINUTE THERMOSTAT CONNECT NEW TO EXISTING SUPPLY AIR FLOW EXHAUST AIR UNDERCUT DOOR DUCT SMOKE DETECTOR 4 WAY CEILING DIFFUSER 3 WAY CEILING DIFFUSER CEILING A 2 WAY CEILING DIFFUSER EXHAUST GRILLE /RETURN REGISTER NOTES: '`�i L ,�. -LJ, JIWIt91 II R TU — 1 I `�' R \ I U — `Y R �j R TU I �_ p 1 I I 0 0 0 0 EB 0 0 0 -. QH I - -- ' -' 1 - O 0 I :c�=�% ' 1 11 ' 1' RIO— ' 1 � 1 ' R TU — 7 - ' a - O ., = O O _ i R1TU —6 ' 1 1 TU-5 I ' 1. SYMBOL UST SHOWN IS FOR GENERAL REFERENCE ONLY. THE PRESENCE OF A SYMBOL DOES NOT IMPLY ITS USE ON THIS PROJECT. REFER TO DRAWINGS FOR SPECIFIC SYMBOLS USED. 0 1 R U-11 p / II ' ' 1 ' I L..—_ t r `` * 8 k P 1 iJ -_- 1N N I I J �. *T* _ __ m0 R TU T ..�. —10 1 _rte. 0 R TU - II ® �. OTm iD I — _ I ( r r r � _! © 0 q _ _= 4 D _... __ I HVAC ZONING PLAN 13 REF, NOW 0 NM MI 2600 CFM SUPPLY 4000 CFM SUPPLY 2000 CFM SUPPLY 2600 CFM RETURN 4000 CFM RETURN 1660 CFM RETURN 975 TYPICAL FOR RTU -8 & 10 TYPICAL FOR RTU -1 EXHAUST TO 7,9 & 11 O CFM HVAC OCCUPIED /UNOCCUPIED SCHEDULE MON. -SAT. RTU-1 7 :50A 11: OOP RTU -2 7: 00A 11: 00P 1211J-3 7: 00A 11: 00P RTU -4 7:50A 11:00P RTU -5 7: OOA 11:OOP RTU -6 7: 00A 11: 00P RTU -7 7: 00A 11: 00P RTU -8 7:00A 11:00P RTU -9 7: DOA 11: OOP RTU -11 7: 00A 11: 00P R711-12 7: 00A 17: OOP RTU -10 7:00A 11:00P D 2 DAY UNIT OCC UNOCC SUN. RTIJ -1 8: 00A 9: 00P RTU -2 8: 00A 9: OOP RTU -3 8: DOA 9: OOP RTU -4 8: 00A 9: OOP RTU -5 8: 00A 9: OOP RTU -6 8: OOA 9: SOP RTU -7 8: DOA 9: 00P RTU -8 8: 00A 9: 00P RTU -9 8: OOA 9: 00P RTU -10 8: 00A 9: 00P RTU -11 8: 00A 9:00P RTU -12 8: 00A 9: 00P TEMPERATURE SET POINTS (ALL UNITS): * RETAIL AREA - 0 FM FT * * OFFICE 15 E AREAS - 15 CFM/OCCUPANT * TOILET ROOMS - 75 CFM PER WATER CLOSET OR URINAL * BASED ON ASHRAE STANDARD 62 -1989 21. THE TOTAL SYSTEM CAPACITY IS BASED ON HISTORICAL DATA FROM BBB. 22. THE HVAC SYSTEM CONSISTS OF ROOFTOP GAS -FIRED HEATING, DX COOLING PACKAGED UNITS. EACH UNIT WILL HAVE A 100 S ECONOMIZER WITH ENTHALPY CONTROLLER. UNITS 10 TONS AND ABOVE SHALL BE EQUIPPED WITH POWER EXHAUST. UNITS 7.5 TONS AND BELOW WILL BE EQUIPPED WITH BAROMETRIC RELIEF. 23. EXHAUST FANS ARE CONTROLLED AUTOMATICALLY. 24. SUPPLEMENTAL ELECTRIC OR GAS HEAT IS PROVIDED IN CERTAIN AREAS. r ROOF , — A 3 ,_- F— • - . Z y I RETAIL AREA RETAIL AREA OFFICE AREA OFFICE 'D' 4 S BREAK ROOM MEZZANINE • I I I TOILET AREA TOILET 1 T ROOMS HEAT COOL OCC: 68 74 UNOCC: 58 84 THE SUPPLY FAN IN EACH ROOFTOP UNIT SHALL RUN CONSTANTLY DURING OCCUPIED MODE AND UPON DEMAND DURING UNOCCUPIED MODE. NOVAR IS RESPONSIBLE TO COORDINATE ACTUAL STORE OPENING AND CLOSING HOURS. OCCUPIED AND UNOCCUPIED HOURS WILL BE 2 HOURS BEFORE AND 2 HOURS AFTER STORE OPENING AND CLOSING. THE STORE MUST CONTACT THE CORPORATE OFFICE IN ORDER TO CHANGE THE OCCUPIED /UNOCCUPIED TIMES. FIRST FLOOR FIRST FLOOR AIRFLOW RISER DIAGRAM 03 THERMOSTAT SETTINGS 02 REF; , NODE REF: NONE l�l 1'JJ 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS EMTPERM4 AUG - 2 2000 DISTRIBUTION: Protot .e Version 1.99 01/03/00 ARCH. PROJECT# BBB PROJECT 999636 DRAWN: CHECKED: ONAL OF RECORD 314 - 821 -two ' HANICAL L INFORMATION Si '70 si 30/16 I S11570 20/14 S11650 I 18/12 20/14 1 611650 I 16/8 24/16 1 511650 I 05 30/16 E I I i RTU -2 18p2 -- 16/8 530/,6 -r- 1 8 - (EXISTING) 1111NII-IIIII 1 511575 1 1511575 I 30/16 1 511665 I IS71665 I 1511665 I 16/8 16/8 18/12 18/14 24/16 18/12 (EMS NG) S1I575 I 1s11665 1 RN 1 8 4 (EXISTING) 1 511665 I 1E11665 I 1511665 I 1 511575 1 78/12 1 51 1 625 I 1 511665 1 24/20 1 511665 I 1511665 I 18/14 1 8 16/8 IOU 18/12_ 24/16 20/14 1 511625 I 1511625 I 1 511665 I 1 511665 I 18 12 i 16 8 I S1I665 I - - -I ---- rr�r�r�r�rr�I. YINNI UM -irate, 14/8 16 8 • • 630. I MEI • • • 1 p IMMISZMIIMMM EEO I 1. - � E • 65 � Inkiiiffirli s lri��� 1. .", 1 Min I _u___.. �• ouni; :®mi RT 5 30/16 4 •0 1 F (EXISTING) }� a ® fI I I " ! I 1 4/20 --. LIEU �Y (E E I STING) IN 21 1 MIA 1�� I `� 6 / B ,s /e 4 AA 16,8 L! 24/14 i 18/12 I I I 16/8 6.5 - FO ,1111 RTU-11 'J 18 III III i N _ 1511650 I _._ IN 111231121 8 III I � ,6 , 2 I511570 I V . /8T 6 1, . I !� I ' I 1 E1E Z, mmEsilallrego = I I . = =ri m=== _ _ =m_m T .. T - s ew r � Ik 1 =ial w" mmllr i r;��� - NOTE: REFER TO DRAWING A1.2 FOR ALL MECHANICAL DEMOLITION. E E.5 071 F G H D 0 24/,6 O RTU 10 RTU-9 i DO �E E.5 7rir umilmmwr ririr RTU 8 _ W O 6I l � ip °' I 10 I i i t 0 1 E - __ E'IS/ (EXISTING) 0 WITCH GERM 1511300 I 0 0 0 0 0 I 24/20 16/8 REF.: PLAN 0 0 INNIMM MOM= OT:r INIM MII sue =use 157[6251 IS11665 I 0 RTU -3 0 NORTH 1116" =1'.0" NOTES REF.: REF.: NOTES FOR THIS DRAWING 1. DUCTWORK SHALL BE INSTALLED SUCH THAT BOTTOM OF THE DUCT WILL REMAIN AT A CONSTANT ELEVATION. ALL TRANSITIONS NALL OCCUR AT THE TOP OF THE DUCT. 2. DUCTWORK SHALL BE MOUNTED AT A MINIMUM OF 16' -8 AFF TO BOTTOM OF DUCT. 3. BBB HAS ENTERED INTO A NATIONAL ACCOUNT WITH LENNOX. ROOF TOP UNITS SHALL BE AS MANUFACTURED BY LENNOX, NO OTHERS WILL BE ACCEPTED. CONTACT LENNOX AT 1- 800 - 367 -6285 FOR INQUIRIES. 4. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED ABOVE OFFICE AREA CEILING AND IN ALL VERTICAL CHASES. 5. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS AND SUPPLY DIFFUSERS. 6. CUT ROOF DECK THE SIZE OF THE SUPPLY AND RETURN DUCT OPENINGS ONLY. THE ROOF DECK AND INSULATION SHALL REMAIN BENEATH THE RTU, WITHIN THE CONFINE OF THE RTU CURB. 7. ALL RECTANGULAR DUCTWORK FROM ROOFTOP UNITS SHALL HAVE 1 INTERNAL DUCT UNER. RETURN AIR DUCTWORK UP BETWEEN JOIST. 8. DUCT SIZES SHOWN ON DRAWING ARE CLEAR INTERNAL SIZES. ALLOW AN ADDITIONAL 2 FOR INTERNAL DUCT LINER. REFER TO PROJECT MANUAL FOR INSULATOR MANUFACTURER. 9. REFER TO DRAWING M3.1 FOR DUCT BRANCH TAKE -OFF DETAILS. 10. REMOTE THERMOSTAT SENSORS SHALL BE LOCATED ON THE BACK OF THE COLUMNS OPPOSITE THE CUSTOMER FLOW. COORDINATE EXACT LOCATION IN FIELD WITH BBB REPRESENTATIVE. A L O F RECORD 314 - 821 -1100 KEY NOTES (SYMBOLS 0 , 0 ETC.) 1. PROVIDE NEW 1" DIAMETER DWV COPPER CONDENSATE DRAIN WITH MINIMUM 2" DEEP SEAL TRAP. DRAIN SHALL EXTEND A MINIMUM OF 3' -0 ON THE DOWNHILL SIDE OF THE UNIT. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. TYPICAL ALL NEW AND EXISTING UNITS. WHEN REQUIRED BY CODE, CONDENSATE PIPING SHALL BE EXTENDED AS REQUIRED TO DISCHARGE INTO THE SANITARY SEWER SYSTEM THROUGH AN APPROVED INDIRECT CONNECTION OR AN APPROVED DRY WELL 2. NEW 4° DIAMETER TYPE "B GAS FLUE UP THRU ROOF. PROVIDE ROOF THIMBLE, TALL FLASHING CONE, STORM COLLAR AND UL STORM PROOF CAP. FLUE BY SELKIRK METALBESTOS OR EQUAL OFFSET FLUE TO RISE MINIMUM OF 10' FROM ROOF EDGE. 3. HEW THERMOSTAT FOR RELOCATED UH -1. MOUNT ON WALL WHERE SHOWN AT 40 AFF. PROVIDE 2 X 4 STEEL CONTROL BOX AND 1/2 EMT CONDUIT FOR THERMOSTAT WIRING EXPOSED ON WALL ROUTE HORIZONTAL PORTION OF CONTROL WIRING CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER. 4. MOUNT BOTTOM OF RELOCATED OH, PIPING AND ACCESSORIES AT 14' -0' AFF MINIMUM CLEARANCE. 5. PROVIDE EXPANDED METAL MESH SCREEN WITH MINIMUM OF 80% FREE AREA iN RETURN AIR DUCT OPENING. 6. PROVIDE NEW DUCT DROPS FULL SIZE FROM NEW & EXISTING UNIT CURB OPENING. TRANSITION AS REQUIRED TO DUCT SIZE SHOWN ON PLANS. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY RN CURB OPENING SIZES AND CONFIGURATION ROTH RTU MANUFACTURER. 7. MECHANICAL SUBCONTRACTOR SHALL PROVIDE A LAMINATED PLAN OF RTU LOCATIONS AND MOUNT ON WALL ADJACENT TO NOVAR. 8. RELOCATED UNIT HEATER. REFER TO DRAWING 41.2 FOR EXISTING LOCATION. b200C-2,6 gnOgri 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS o5 ro co QOOp 7 oao o o co m m m _ m x Prototype Version 1.99 MENIPPIIMI EWA 999636 01/03/00 M3.1 MEMMEEMF CHANICAL RGED PLANS AND DETAILS 1" INTERNAL DUCT LINER ff 0 12/12 8/8 NOTES REF.: NOTES FOR THIS p AR WING 1. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATION WITH NOT LESS THAN MANUFACTURER'S RECOMMENDED BEND RADIUS WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT SUED TO SUSPEND BENDING MATERIAL NOT LESS THAN 1 -1/2" WIDE SHALL BE FLEXIBLE DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS. REFER TO PROJECT MANUAL KEY NOTES (SYMBOLS Q , I ETC.) 1. SUPPLY DUCT SHALL DROP IN CHASE TO FIRST FLOOR. 2. MOUNT REPRESENTATIVE. FOR RTI; -12 IN THIS AREA. CONFRM 8 THERMOSTAT 3. 12 "X12" DUCT UP TO EF -1. 4. 14 "X10" EXHAUST DUCT UP THROUGH SECOND FLOOR TO EF -1. 12 "X10" RETURN AIR DUCT UP THROUGH SECOND FLOOR TO RTU -12. 2.,.... L- 7 lawr i t ■■ I � MEP W WAIN DUO r /// TYPICAL FOR SUPPLY & RETURN RECTANGULAR TAKE -OFFS FOR TWO OR MORE AIR DEVICES ;. rim r ' 1=A , DUCT LINER INTERRUPTION 111 • • • ®�� ■ IG 1PI'I ied ' ," r i ,� I III L i Imam I rin- 8/8 5. ____ `� �`� RE DUCTAIR PER SMACNA ALL AROUND STANDARDS ABRUPT ENTRANCE 45' MANUAL DAMPER RECTANGULAR DUCT +- BELLMOUTH PER SMACNA STANDARDS .A. OPENING WITH COVER R.A. EXPANDED META MESH WITH A MIN. 80% FREE AREA. NNIII LEAD -IN VOLUME J BRANCH TAKE 1/4 OF W (4" MIN) a BRANCH DUCT -OFF (RECTANGULAR) �: ' �MI�ILSiJ� ►� . .I IIPIIPIRIlkilli - ---- ----'----- - - ---' 1::. �� i , Z �II, r j�ta ®i3:1►� ■■ I�I■ �� • I�MIN �� 14 10 I / t111 ®] BRANCH DUCT TAKE —OFF DETAILS : 19 TYPICAL RA DUCT OPENING DETAIL 18 - - -�111� w! •u U , le,Jr�111114 /t le - REF.: NONE REF.: NONE ROUND SHEET VOLUME DAMPER METAL DUCT 3/8" LOCKING QUADRANT WITH (0 +2) X (0 +2) X (D +2) DIFFUSER PLENUM WITH 1" LINER OR DIFFUSER NECK SIZE (WHICH EVER IS LARGER) POSSIBLE. 0 AND END BEARING RECTANGULAR MAIN SUPPLY AIR DUCT W/1" INTERNAL RECTANGULAR DUCT DUCT LINER. IT 1 I� -HARD CONNECTION ' I A _ IrIIIIIIIIIIIi1 ATERJ THAN NECK /COLLAR DIMENSION TO ALLOW FOR CONNECTION W/0 FISH MOUTHING NOTES: 1. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT DIFFUSER /REGISTER. 2. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER TRY TO AVOID NECK DAMPERS. FLEX DUCT "" "'' DIA. "D" CEILING SPIN -IN COLLAR CIRCULAR WITH FLARED CLAMP SHOULDER NOTE: SUPPLY AIR DIFFUSER WITH 1. SEE FLOOR PLANS AND SPECIFICATIONS SQUARE NECK. SEE DIFFUSER FOR DUCT INSULATION REQUIREMENTS. SCHEDULE FOR FRAME TYPE. 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 4' -0" CONFIRM CEILING TYPE ON ARCHITECTURAL PLANS. SUPPLY AIR DIFFUSER 14 SALES FLOOR DIFFUSER MOUNTING 13 MEZZANINE PLAN 12 REF.: NONE REF.: NONE REF.: 1/8 " =1' -0 NOTE: UNIT BASE EQUIPMENT SHALL BE ANCHORED TO WITHSTAND TOTAL WIND LOAD AT 120 MPH EXISTING ROOFTOP UNIT AIR CURTAIN CABLE TIE MC CABLE TO ALL - THREAD AUTOMATIC ALL FASTENED FASTENED DOOR - THRE, TY PICAL T BAR I / ' • / CONTACTS 4) JOTS OR DISCONNECT i I �' I /- PLACES MINIMUM UNISTRUT AS AT BAR JOIST EMT REQUIRED f 1 2, , oc 4/10 © 0 Et 225 NEW SUPPLY AND RETURN AIR DUCTS SHALL BE SAME SIZE AS ROOF EX. CURB DUCT OPENINGS. TWO (2 M2 -24 -1" ' CURB ATTACH STRAP TO CURB NAILER STRIP CURB SHIM AS REQUIRED TO LEVEL UNIT ,, / !• HWH K #52SCREWSI /4" 1B GA. G90 GALV STEEL STRAP ®2' -0" D.C. RIGID INSULATION ROOF &CANTS BY G.C.C. 12/10 _ I ,2 i � n i _ __ r // / / / / / / / / /i� moi / / / / / / / / / / / / / / //i c__ Y - a WOOD JOIST (TYP.) SIZE onaiwJ� 1 � G] D E• _ I I 1 I W 71 �� ®�� • ', SPACER BLOCK RTU FRAMING, REFER TO ARCH. AND STRUCT PLANS I ROOF DECK ■ IMIECI ■ - " f 1 2 0 BOLTS, NUTS AND / WASHERS ®24' O.C. MIN THREE (3) PER UNIT SIDE TURNING VANES BRANCH DUCT SEE PLAN FOR ,, ��� =,' 1 P r' _ EQUIPMENT / CURB ANCHORING 10 ROOFTOP UNIT SECTION 09 S2 100 •- ∎ 9�I lemsn l ■ I ' I IIJi ` 1 1 I REF.: NONE REF.: NONE E 7 11rMQiifLLII NEW CONDENSATE TRAP WITH MINIMUM : 4" DEEP SEAL TRAP AND VENT ` EXISTING ROOFTOP UNIT ' NEW FLEXIBLE CONNECTION ON RETURN AND SUPPLY DUCTS SIZE 1ih•I 1111 111111 MIME ,911121111 -� _■ ROOF INSULATION ROOF A ii NEW ROOF DUCT CURB DROP DUCT FROM OPENING EX. FULL �. 4/10 DN FROM MEZZ. JOIST WOOD (TYPICAL) SUPPLY UPPLY DUCT SIZE AS NOTED ON PLANS RETURN AIR DUCT BEYOND i i TURNING VANE (TYPICAL) NOTE: OPPOSED BLADE DAMPER (TYPICAL) 1. LINE THE SUPPLY PLENUMS FROM THE SUPPLY AIR CURB OPENING TO THE BRANCH DUCT FITTING. LINE ALL RETURN AIR DUCTWORK. 2. HAC TO PROVIDE AND ELECTRICAL TO INSTALL SMOKE DETECTORS IN BOTH THE SUPPLY AND RETURN OF THE EXISTING RTU'S. ROOFTOP UNIT SECTION 04 AIR CURTAIN 03 FIRST FLOOR PLAN 02 REF:_ ._. __.__ _ NONE REF.; NONE REF.: 1/8 " =1' -0" - J 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS o5 ro co QOOp 7 oao o o co m m m _ m x Prototype Version 1.99 MENIPPIIMI EWA 999636 01/03/00 M3.1 MEMMEEMF CHANICAL RGED PLANS AND DETAILS ROOFTOP UNIT SCHEDULE ID ID MANUFACTURER MODEL NO. AREA SERVED SUPPLY FAN GAS HEAT COOLING COIL COMPRESSORS ELECTRICAL EQUIP EER /IPLV /SEER OPER WEIGHT LBS ACCESSORIES REMARKS TOTAL CFM MIN OA CFM ESP MOTOR INPUT MBH OUTPUT MBH NOMINAL TONS TOTAL MBH SENS MBH EAT NO RLA IN. W.G. HP DB /WB VOLTS PHASE HERTZ FLA RTU'S 1 - 11 EXISTING ( ) LENNOX EXISTING RTU'S 1-t SHALL BE RETROFITTED WITH NEW NOVAR 2050 MODULES, WHICH SHALL BE PURCHASED BY THIS CONTRACTOR FROM LENNOX AND INSTALLED BY THIS CONTRACTOR R1 480 3 60 EXISTING RTU'S 1 -11 TO REMAIN AND BE REFURBISHED. SEE EXISTING RTU SERVICE MD REPAIR NOTES ON THIS SHEET SEE THIS PLAN FOR CAPACITIES, OUTSIDE AIR QUANTITIES, ELECTRICAL DATA AND MODEL NUMBERS OF EXISTING RTU'S. RTU -12 LENNOX LGA060H OFFICE 1 2000 1 260 1 0.5 , 1.5 1 125 98.7 5 ( 63.9 48.7 80/67 1 9 480 3 60 14.8 110.3/ -- -/1201 792 1,3,4,5,6,7,8,9,10,11 I 1 THRU 11 NOTES: ACCESSORIES 1. STATIC PRESSURE INDICATED ABOVE IS THE EXTERNAL STATIC PRESSURE WHICH EXCLUDES ANY PRESSURE DROPS WITHIN THE UNIT. 1. FACTORY INSTALLED ECONOMIZER (IAQ READY) WITH BAROMETRIC RELIEF, 2. UNITS SHALL BE OF SINGLE WALL CONSTRUCTION. UNITS SHALL BE COMPLETE WITH SIDE OUTLET DRAIN, ACCESS DOORS AND LIGHTS. DIFFERENTIAL ENTHALPY CONTROL AND HOOD. 3. CONTRACTOR TO ENSURE THAT OUTDOOR AIR INTAKES ARE A MINIMUM OF 10' -0" AWAY FROM ANY EXHAUST FAN DISCHARGE, 2. POWER EXHAUST PLUMBING VENT OR OTHER CONTAMINANT SOURCE. 3. FILTERS 4. MAXIMUM AIR VELOCITY THROUGH COOLING COIL SHALL NOT EXCEED 500 FEET PER MIN. 4. ROOF CURB - 14" HIGH 5. PROVIDE 4 SIDED FACTORY ROOF CURB SUITABLE FOR SEISMIC CONDITIONS OF PROJECT LOCATION. 5. BOTTOM POWER ENTRY KIT 6. ELECTRICAL CONNECTION TO BE SINGLE POINT AND TO BE THROUGH THE BOTTOM OF THE UNIT. 6. SMOKE DETECTORS S.& R.A. FACTORY INSTALLED 7. REGULATOR TO RECEIVE 7" WC GAS PRESSURE FROM MAIN. 7. DISCONNECT SWITCH (NON FUSED), FACTORY INSTALLED 8. PERFORM TESTED AND BALANCING AND SUBMIT REPORTS TO THE ENGINEER IN ACCORDANCE WITH SPECIFICATION. 8. SERVICE OUTLETS (GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) 9. REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION OF ROOFTOP UNITS. 9. EQUIPMENT OPERATIONAL CHECK (EOC) REQUIRED ON UNITS, COORDINATED BY LENNOX NATIONAL ACCOUNTS. 10. LENNOX INDUSTRIES NATIONAL ACCOUNT REPRESENTATIVE: 1 -800- 367 -6285 10. BURGLAR BARS 11. MECHANICAL SUBCONTRACTOR SHALL AFFIX UNIT DESIGNATION DECAL ON UNIT (SEE PME1.i) 11. 2051 LOGIC MODULE AND ZONE TEMPERATURE SENSORS. EXHAUST FAN SCHEDULE ID MANUFACTURER MODEL NO. TYPE DRIVE CFM FAN RPM S.P. MOTOR SERVICE INTERLOCKED WITH WEIGHT (LBS) ACCESSORIES REMARKS (IN. V/ G.) HP VOLTS PHASE HZ EF -1 COOK ACE- D- 120C17D ROOF DIRECT 975 1075 3/8 1/3 120 1 60 TOILET /BREAK ROOMS GCS16- 1353 -270 67 1,2,3,4 1 THRU 4 R1 TITUS 50F GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,67 El TITUS 25RL GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,6,7 NOTES ROUND NECK SIZE SCHEDULE 1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER. UP TO 175 CFM - 6" DIAMETER NOTES ACCESSORIES 1. ALL FANS HAVE A DISCONNECT SWITCH. 1. PRE -FAB CURB 2. ALL MOTORS UNDER 1/2 HP SHALL BE 120V, I PHASE. ALL MOTORS 1/2 HP AND OVER SHALL BE 208V, 3 PHASE. 2. DISCONNECT SWITCH 3. ALL BELT DRIVEN FANS SHALL HAVE VARIABLE PITCH MOTOR PULLEYS. 3. BIRD SCREEN 4. SEE SPECIFICATIONS FOR OTHER ACCESSORIES. 4. BACKDRAFT DAMPER DIFFUSER, REGISTER AND GRILLE SCHEDULE RTU NUMBER ID MANUFACTURER MODEL SIZE DESCRIPTION MIN. REMARKS S1 TITUS TDCA GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,6,7 480 3 SQ. NECK GCS16- 1353 -270 5694601239 1200 4000 S2 TITUS TDCA GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,6,7 480 3 RD. NECK GCS16- 1353 -270 5694M01272 1200 4000 R1 TITUS 50F GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,67 El TITUS 25RL GCS16- 1353 -270 STEEL. CEILING. 1200 1,2,3,4,5,6,7 NOTES ROUND NECK SIZE SCHEDULE 1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER. UP TO 175 CFM - 6" DIAMETER 2. MAXIMUM NOISE CRITERION RATING < 25 DBA 176 TO 275 CFM - 8" DIAMETER 3. BAKED ENAMEL FINISH, COLOR TO BE SELECTED BY ARCHITECT. 276 TO 380 CFM - 10" DIAMETER 4. DIFFUSERS SHALL BE 4 -WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. 381 TO 500 CFM - 12" DIAMETER 5. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE. 501 TO 700 CFM - 14" DIAMETER 6. NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 7D1 TO 1000 CFM - 16" DIAMETER 7. PROVIDE DIFFUSER BOX FOR SIDE INLET TO CEILING DIFFUSER AND EXHAUST GRILLES BELOW MEZZ. FLOOR. 1001 TO 1500 CFM - 20" DIAMETER EXISTING RTU LIST RTU NUMBER EXISTING LENNOX OUTSIDE AIR ELECTRICAL MODEL NUMBER SERIAL NUMBER MIN. MAX. VOLTS PHASE RTU -1 GCS16- 1353 -270 5694M01273 1200 4000 480 3 RTU -2 GCS16- 1353 -270 5694601239 1200 4000 480 3 R1U -3 GCS16- 1353 -270 5694601240 1200 4000 480 3 BTU -4 GCS16- 1353 -270 5694M01272 1200 4000 480 3 RTU -5 GCS16- 1353 -270 5694601271 1200 4000 4B0 3 RTU-6 GCS16- 1353 -270 5694M01241 1200 4000 460 3 RTU -7 GCS16 -1353 -270 5694601270 1200 4000 480 3 RTU -8 GCS24 -813 -130 5694504151 700 2600 480 3 RTU -9 55516- 1353 -270 5694L01705 1200 4000 4B0 3 RTU -10 GCS24 -813 -130 5694E04143 700 2600 480 3 RTU -11 GCS16- 1353 -270 5694L01701 1200 4000 480 3 AIR CURTAIN ID MANUFACTURER MODEL NO. CFM ELECTRIC HEAT MOTORS HP VOLTAGE PHASE AMPS LENGTH WEIGHT REMARKS AC -1 & 2 POWERED AIRE CED 2 -72E 2159/1936 20 KW 2 1/2 208 3 55.4 72" 172 LBS NOTES: 1. MANUFACTURER TO PROVIDE DRY CONTACTORS TO INTERLOCK AIR CURTAIN WITH AUTOMATIC DOORS. Dz 2,0 14 EXISTING RTU SERVICE NOTES THE FOLLOWING NOTES AND REQUIREMENTS APPLY ONLY TO EXISTING ROOFTOP HVAC EQUIPMENT WHICH SERVES BED BATH AND BEYOND. THE ELEVEN (11) EXISTING LENNOX ROOFTOP UNITS SERVING THE SALES AREA SHALL BE STARTED, ADJUSTED, TESTED AND BALANCED TO ACHIEVE THE SPECIFIED SUPPLY CFM SHOWN ON THIS DRAWING. PROVIDE DATA IN THE FINAL TESTING AND BALANCING REPORT REGARDING THE CFM, STATIC PRESSURES, MOTOR AND FAN RPM'S, MOTOR AMPS AND VOLTS FOR EACH UNIT. IT IS INTENDED BY THESE SPECIFICATIONS AND BY THIS CONTRACT THAT ALL MINOR REPAIRS, RECONDITIONING, CLEANING, PARTS REPLACEMENTS AND COMPONENT REPLACEMENTS REQUIRED TO PLACE THE EXISTING HVAC UNITS INTO PROPER OPERATION IN ALL MODES WILL BE INCLUDED WITH THE BASE BID. BIDDER'S FAILURE TO INCLUDE ALL WORK IN HIS BID SHALL NOT BE JUSTIFICATIONS FOR ADDITIONAL COMPENSATION AND /OR FAILURE TO COMPLETE THE NECESSARY AND SPECIFIED WORK. GENERAL WORK SHALL INCLUDE, BUT SHALL NOT BE UMITED, TO THE FOLLOWING ITEMS ON ALL EXISTING ROOFTOP UNITS. - FURNISH/INSTALL NEW THROWAWAY FILTERS, NUMBER AND SIZE AS REQUIRED. - POWER -WASH ALL EVAPORATOR COILS AS REQUIRED TO REMOVE ALL DUST, DIRT, AND ADHERED FOREIGN MATERIALS. WASHING SHALL BE DONE AT A TIME AND IN A MANNER TO PREVENT WATER OR OTHER DAMAGE TO THE BUILDING. - REPLACE ALL FAN BELTS ON ALL UNITS. - PROVIDE TOUCH -UP PAINT ON ALL EXPOSED HOUSINGS. REPRO DAMAGED HOUSING PANELS AND REPLACE ALL MISSING FILTERS. - REPLACE AND /OR CLEAN ECONOMIZER AIR FILTERS. - CLEAN EVAPORATOR PANS NOW: EXISTING RTU'S HAVE NOT HAD A MECHANICAL SURVEY. DURING THE GENERAL SERVICING OF EXISTING RTU'S ANY DEFICIENCES ARE DISCOVERED, IDENTIFY DEFICIENCES WITH OWNER REPRESENTATIVE PRIOR TO REPAIR. REF.: NONE C ©La0©© 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS g IJJ tic m ce Q � m0 W m0 0 IJJ CO Q V W O 000 I � w � m z 0ao` J 6 C O (c?, li U STRIBUTION: Prototype Version 1.99 BID/ PERMIT AUG -72 ARCH. PROJECT. 999636 D RAWN: DPT Prof s � ® ► I P HANICAL �HEDULES ND DETAILS DATE 01/03/00 CITY OF Y U 000 BBB PROJECT. CHECKED: MCG M4.1 LIGHTING FIXTURE SCHEDULE SYMBOL ID DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER NOTES ( I A FLUORESCENT 277 (4) F3278/'R841 ROD 15. -6 METALUX BED -5 -8T -232 480 120/208 ELECTRIC AREA TRAPEZE MOUNTED T -3 75 3 480 120/208 OFFICE FLOOR MOUNTED AA FLUORESCENT 277 (4) F32T8/TL841 ROD HUNG METALUX BED -5 -8T- 232 -EL 1 B FLUORESCENT 277 (2) F32T8/TL841 ROD HUNG METALUX BED -6 -8T -232 I I 15' -6" C FLUORESCENT 277 (3) F32T8/TL841 RECESSED METALUX BED -7 -8T -332 6 - CC FLUORESCENT 277 (3) F32T8/7L841 RECESSED METALUX BED -7 -8T -332 -EL 1,6 D FLUORESCENT 277 (3) F32T8/1L841 RECESSED METALUX BED-8-8T-332 5 - OD FLUORESCENT 277 (3) F32T6 /TL841 RECESSED METALUX BED -8 -8T- 332 -EL 1,5 II 0 F EXIT SELF ILLUMINATING SU PENDANT RFACE/ ISOLITE BED - X20 -SF BED- 020 -DF 8 G FLUORESCENT 120 (1) F25/T8/7L841 STORE RACKING METALUX BED -13- 125 -120V 2 ( I H FLUORESCENT 120 (2) F25/T8/T1_841 STORE RACKING METALUX BED -14- 225 -120V 2 I I K INCANDESCENT 120 (1) 50W PAR 30 TRACK HALO BED 25 ` NSF L1730 L INCANDESCENT 120 (1) 50W PAR 38 TRACK HALO BED 26 --a-$ SPOT L1738 T 120 'ENO S HALO BED TRACK (L652 SERIES) 3,4 C U METAL HAUDE 277 (1) 400MH SURFACE 11' -0" AFF LUMARK MHWL 400 MT 0 V METAL HAUDE 277 (1) 100MH HALO BED M6024T 740 RECESSED W METAL HALIDE 277 (1) 175W ED-17 MH ETRIOR BEGA 2496MH Y INCANDESCENT 120 1 INTERIOR WALL AT RITE KITE COOL HEAD SERIES 7 DOCK NOTES FOR ALL LIGHTING FIXTURES 1. ELECTRONIC BALLASTS SHALL HAVE A TOTAL HARMONIC DISTORTION OF LESS THAN 207. 2. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. 3. ALL LAMPS BASED ON PHIWPS. 4. EMERGENCY FIXTURES SHALL BE WIRED AHEAD OF SWITCH. 5. PROVIDE ALL NECESSARY MOUNTING HARDWARE. 6.TO IMPROVE ACCURACY, THE VOLTAGE HAS BEEN PURPOSELY LEFT OUT OF THE CATALOG NUMBER.REFER TO THE VOLTAGE RECESSED COLUMN FOR FIXTURE VOLTAGE. BE SECURED 7. NOTES: FLUORESCENT FIXTURES TO TO CEILING GRID WITH FOUR (4) CUPS OR REQUIRED BY CODE. 1. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS FOR AT LEAST 90 MINUTES. 2. PROVIDED BY BBB. 3. TRACK IN BEDDING AREA SHALL BE MOUNTED AT 10' -0" AFT. 4. TRACK IN DINNERWARE AND FRAMES AREAS SHALL BE MOUNTED AT 15' - AFF AND SHALL BE A TWO CIRCUIT TRACK. 5. FIXTURES SHALL HAVE A PRISMATIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEIUNG TYPE 6. FIXTURES SHALL HAVE A PARABOLIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING TYPE. 7. SWING ARM DOCK LIGHT TO BE PURCHASED FROM ARBON EQUIPMENT CORP 732 - 225 -5220. PURCHASING TO BE COORDINATED WITH GENERAL CONTRACTOR'S PURCHASE OF DOCK EQUIPMENT. 8. EXISTING SIGNS ARE SELF ILLUMINATING AND DO NOT REQUIRE EXTERNAL POWER. SIGNS SHALL BE WHITE WITH RED LETTERS. SIGNS SHALL HAVE 20 YEAR LIFE. TRANSFORMER SCHEDULE ID KVA PHASE PRIMARY VOLTAGE SECONDARY VOLTAGE LOCATION REMARKS T -1 75 3 460 120/208 ELECTRIC AREA TRAPEZE MOUNTED T -2 75 3 480 120/208 ELECTRIC AREA TRAPEZE MOUNTED T -3 75 3 480 120/208 OFFICE FLOOR MOUNTED REF.: NONE SYMBOL LIST SALES RECEIVING SALES ENTRY VESTIBULE ELECTRIC AREA SCHEDULES 03 KEYPLAN 01 REF.: NO SCALE Prototype VOTARY 1.99 01/03/00 999636 GENERAL NOTES REF.: 1. ELECTRIC SERVICE - ELECTRICAL SUBCONTRACTOR SHALL PROVIDE UNDERGROUND ELECTRIC SERVICE FROM UTILITY COMPANY USING CONDUIT AND WIRE (ALSO 1 SPARE CONDUIT), INCLUDING TRANSFORMER PAD AND OTHER UTILITY REQUIREMENTS. COORDINATE ACTIVITIES WITH THE LOCAL ELECTRIC UNITY COMPANY REGARDING ELECTRICAL SUBCONTRACTOR'S RESPONSIBILITIES FOR: A. PRIMARY CONDUIT AND WRING B. SECONDARY CONDUIT AND WIRING C. CONNECTIONS TO THE CT AND METER D. OTHER UTILITY AND SITE SPECIFIC REQUIREMENTS (SUCH AS TEMPORARY POWER) 2. TELEPHONE SERVICE - ELECTRICAL SUBCONTRACTOR SHALL COORDINATE ACTIVITIES WITH THE LOCAL TELEPHONE COMPANY REGARDING CONDUIT WITH PULL STRING (INCLUDE ONE SPARE CONDUIT) FOR TELEPHONE SERVICE INCLUDING FIRE AND SECURITY ALARMS TO REMOTE MONITORING FACIUTY. 3. CIRCUITING A. ALL POWER CIRCUITS IN EMT CONDUIT, EXCEPT MC CABLE MAY BE USED ABOVE SUSPENDED CEILINGS OR IN STUD PARTITIONS WHERE ALLOWED BY CODE OR UNLESS OTHERWISE NOTED B. NO MORE THAN 3 CIRCUITS PER CONDUIT C. NO MORE THAN 6 DUPLEX RECEPTACLES PER CIRCUIT D. MAXIMUM VOLTAGE DROP SHALL NOT EXCEED 2% FOR FEEDERS AND 3% FOR BRANCH CIRCUITS. 0 DO NOT SHARE NEUTRALS FOR SINGLE PHASE CIRCUITS F. DO NOT SHARE CONDUITS WITH ISOLATED GROUND CIRCUITS G. PROVIDE AT LEAST 20% SPARE CAPACITY IN EACH LOCAL PANEL. 4. GROUNDING A. CONVENTIONAL EQUIPMENT GROUNDING IN ACCORDANCE WITH THE NEC B. ISOLATED GROUNDING FOR CRITICAL LOADS INCLUDING, BUT NOT UNITED TO, POINT -OF -SALE SYSTEM AND OTHER SENSITIVE LOADS. REFER TO GENERAL NOTES. 5. LIGHTING AND CONTROLS A. CHARACTERISTICS - ALL LIGHTING IS 277V EXCEPT WHERE NOTED. B. TREATMENT - REFER TO LIGHTING FIXTURE SCHEDULE. C. FUNCTIONAL REQUIREMENTS 1) RETAIL AREAS A) DAY - MULTI- LEVEL, OPERATED BY RELAY PANEL AND NOVAR SYSTEM E 3 -WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS C) NIGHT - CERTAIN FIXTURES ON 24 HOURS TO PROVIDE MINIMAL LIGHTING FOR MAINTENANCE AND SECURITY 2) OFFICE AREAS A) LOCAL SWITCHING FOR INDIVIDUAL ROOMS B) 3 -WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS C) OEE- ACHGIZED AT NIGHT BY RELAY PANEL AND NOVAR SYSTEM 3) EXTERIOR LIGHTING AND SIGNAGE IS CONTROLLED BY TIMECLOCK AND LIGHT SENSOR FUNCTION OF THE NOVAR SYSTEM. D. REF /ECTE0 CEILING PLAN - REFER TO ARCHITECTURAL DRAWINGS. 6. EMERGENCY LIGHTING A. EGRESS AND EXIT LIGHTING - EGRESS UGHTING SHALL BE PROVIDED THROUGHOUT PATHS OF EGRESS BY WAY OF LIGHTING FIXTURES CONNECTED TO THE NIGHT LIGHTING CIRCUIT. EXIT UGHTS SHALL BE SELF ILLUMINATED. 1 ALL EMERGENCY FIXTURES HAVE INTEGRAL BATTERY BALLAST 2 EXIT LIGHTS SHALL BE SELF CONTAINED 3 THE PLANS INDICATE THE MINIMUM NUMBER OF EMERGENCY LIGHTS AND EXIT SIGNS REQUIRED. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FIXTURES REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION TO PROVIDE CODE REQUIRED MINIMUM LIGHT LEVEL AND DIRECTIONAL SIGNS. B. ACCESSIBILITY -- ADA REQUIREMENTS WHERE APPLICABLE. 7. ENERGY MANAGEMENT SYSTEM A. THE ENERGY MANAGEMENT SYSTEM SHALL BE PROVIDED BY THE ELECTRICAL SUBCONTRACTOR. THROUGH. ORB'S NATIONAL ACCOUNT WITH NOVAR. B. THE ENERGY MANAGEMENT SYSTEM SHALL CONTROL THE UGHRNG, HVAC, AND MONITOR POWER CONSUMPTION. 8. FIRE ALARM SYSTEM A. THE FIRE ALARM SYSTEM IS PROVIDED BY THE LANDLORD / DEVELOPER. B. THE DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIREMENTS BY THE TENANT. 9. MISCELLANEOUS A. DEVICES 1 ALL DEVICES SHALL BE SPECIFICATION GRADE 2 REFER TO PROJECT MANUAL FOR DEVICE COLORS. 3 DEVICE HEIGHTS SHALL BE AS FOLLOWS EXCEPT WHERE NOTED OTHERWISE: 1 A) WALL RECEPTACLES - 113" TO CENTER OF DEVICE B) SWITCHES - 48" TO CENTER OF DEVICE 4) ISOLATED GROUND, DEDICATED, WEATHERPROOF, AND GR DEVICES SHALL BE PROVIDED WHERE REQUIRED. B. EMERGENCY POWER - NONE PROVIDED. C. POWER CONDITIONING - OWNER WILL PROVIDE UNITARY POWER CONDITIONING WHERE REQUIRED FOR POS, COMPUTER CATALOGUING, AND OFFICE NETWORK COMPUTER EQUIPMENT. D. TELEPHONE, DATA AND SOUND SYSTEMS - THESE SYSTEMS WILL BE PROVIDED BY THE OWNER'S SPECIALIST. A CONDUIT SYSTEM WILL BE INSTALLED BY THE CONTRACTOR. E. POINT -OF -SALE SYSTEM - THE POINT -OF -SALE (POS) SYSTEM WILL BE INSTALLED BY THE OWNER'S VENDOR. A CONDUIT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. F. INTERCOM SYSTEM - THE INTERCOM SYSTEM SHALL BE INSTALLED BY THE OWNER'S VENDOR. A CONDUIT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. G. SECURITY SYSTEM - THE SECURITY SYSTEM SHALL BE INSTALLED BY THE OWNER'S VENDOR. A CONDUIT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. REF.: )DENTIFIER DESCRIPTION CONDUIT HOMERUN DUPLEX RECEPTACLE, 20A. 120V - 18" AFF HUBELL 153621 @O GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND 120V - 18" AFF �IG ISOLATED GROUND RECEPTACLE, 20A, 120V -1B" AFT HUBELL $ IG5362 (ORGANE) UNISTRUT MOUNTED RECEPTACLE. 20A, 120V THIS SYMBOL REPRESENTS A MULTIOUTLET ARRANGEMENT SHOWN IN DETAIL E3.1/05 4f TELEPHONE OUTLET - 18" AFF a DOUBLE TELEPHONE OUTLET - 18" AFF a DATA OUTLET - 18" AFT d OR I 1 JUNCTION BOX © OVERHEAD POWER AND DATA SUPPLY, SEE DRAWING E3.4 _ OR PANEL BOARD - 72" TO TOP OF ENCLOSURE (SEE SCHEDULES FOR MOUNTING TYPE) -{II GROUND S AC GENERAL USE SNAP SWATCH, 20A, 120 -277 VAC - 48" AFF So SNITCH ("A' DESIGNATES LIGHTING FIXTURES W CONTROLLED) - 48" AFF S3 THREE -WAY SWITCH, 207: 120 -277 VAC - 48" AFF O A LIGHTING FIXTURE TAG (DENOTES FIXTURE TYPE) Ha EXIT UGHT FDCTURE 4t=1' EMERGENCY UGHT FIXTURE TO THERMOSTAT - 48" AFF UNFUSED SAFETY SWATCH (AMP. RATING) Di 30/20 FUSED SAFETY SWITCH (SWITCH RATING/FUSE RATING) 0 II 8 COMBINATION MOTOR STARTER MECHANICAL EQUIPMENT (MOTOR. HVAC, PLUMBING, ETC.) FIRE ALARM CONTROL PANEL FIRE ALARM PULL STATION FIRE ALARM HORN /STROBE FIRE ALARM BELL FIRE ALARM STROBE, WALL MOUNTED SMOKE DETECTOR ® DUCT SMOKE DETECTOR 0 RATE OF RISE HEAT DETECTOR 15" DOUBLE CONNECTOR - SIGN BAND TO SIGN BAND P -2 n AN DOUBLE CONNECTOR - SIGN BAND TO SIGN BAND 40" PLUG ADAPTER - SIGN BAND TO OUTLET P -4 60" ADAPTER - SIGN BAND TO BED DISPLAY n ABBREVIATIONS LIST IDENTIFIER DESCRIPTION • CONDUIT CB CIRCUIT BREAKER C/T CURRENT TRANSFORMER EMT ELECTRICAL METALLIC TUBING FACP FIRE ALARM CONTROL PANEL 0, GND GROUND OR GROUND FAULT CIRCUIT INTERRUPTER GEC' GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT J8 JUNCTION BOX KCMIL THOUSAND CIRCULAR MILL (ALSO KCM OR MOM) LRA LOCKED ROTOR AMPS MCB MAIN CIRCUIT BREAKER MOP MAIN DISTRIBUTION PANEL MDS MAIN DISTRIBUTION SWITCHBOARD MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION N NEUTRAL (GROUNDED CIRCUIT CONDUCTOR) NEC NATIONAL ELECTRIC CODE NL NIGHT LIGHT PNL PANEL RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL SIP SHIELDED TWISTED PAIR SWBD SWITCHBOARD TEL TELEPHONE TBB TELEPHONE BACABOARC UTP UNSHIELDED TWISTED PAIR WP WEATHERPROOF XFMR TRANSFORMER ¶T:zoO iC' C VIINOV© 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS