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HomeMy WebLinkAboutPermit EL07-754 - WESTFIELD SOUTHCENTER MALL - FOREVER 21FOREVER 21 836 SOUTHCENTER MALL ELO7-754 doc: EL -4/07 Parcel No.: 6364200010 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Permit Center Authorized Signature: Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 836 SOUTHCENTER MALL TUKW FOREVER 21 836 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA JAMES MATTHEWS, EXPRESS PERMITS 1327 POST AV, STE H , TORRANCE CA ELECTRICAL PERMIT Contractor: Name: HAGGARD ELECTRICAL CONTRACTORS LLC Address: 16702 65 AV SE , SNOHOMISH WA Contractor License No: HAGGAEC960DA DESCRIPTION OF WORK: ELECTRICAL FOR TENANT IMPROVEMENT Electrical Service provided by: PUGET SOUND ENERGY ei\L Permit Number: ELO7 -754 Issue Date: 03/04/2008 Permit Expires On: 08/31/2008 Phone: Phone: 310 328 -6300 Phone: 425 - 949 -4004 Expiration Date: 03/01/2010 Value of Electrical: 120,000.00 Fees Collected: $2,177.50 Type of Fire Protection: National Electrical Code Edition: 2005 Date: - 09 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 provisions of any other state or local ws regulating construction or th erform N ance of work. I am authorized to sign and obtain this electrical permit. Signature: / LL° Date: 3 V alt Print N4sfie: libk//y4 (30 IL 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. EL07 -754 Printed: 03 -04 -2008 Parcel No.: 6364200010 Address: 836 SOUTHCENTER MALL TUKW Suite No: Tenant: FOREVER 21 1: ** *ELECTRICAL * ** 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296 -46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: Print N doc: Cond -Elec City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us /14 ( PERMIT CONDITIONS Permit Number: EL07 - 754 Status: ISSUED Applied Date: 12/06/2007 Issue Date: 03/04/2008 Date: EL07 -754 Printed: 03 -04 -2008 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us SITE LOCATION Site Address: Tenant Name: A..ieF dc' £ Z Property Owners Name: 0 Si-Pield C f YDO ra±l o r\ inc. Mailing Address: IIl*(o[ Wilshire ' !vd • t y 4Y1 -t oov L ArgeIQs City Property Served by: 'Puget Sound Energy ❑ Seattle City Light 1-1. 1Applicationa Appi.ations Oa Lnra -2005 - u ,,etncai Perms Appiicao.m &. bb ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. •*Please Prints Electrical Permit' N Project No, re NYC oar, King Co Assessor's Tax No.: G %''' tl X00( 0 Suite Number: t/ ( /.S Floor: d New Tenant: Q' Yes ❑..No State E -Mail Address: Ma V -IN AM , T.CS f 10.5 • CO m Fax Number: eA IC) . - i 1 4 - 2- Slate Valuation of Project (contractor's bid price): S /a0/ 000 Scope of Work (please provide detailed information): 7f' <..t r ,d.1 r. Fit .. . ft Evq ?n Zip CO AL i ERS ` :Who do we contact when your permit is ready to be issued Name: Ma ri-ha Mar +� h ^ D a y Telephone: .3 10.32b. f X � • I Mailing Address: Val )fl } AVP • Su i 4. H TOY ra n co cPA °I Oso City State Zip ELECTRICAL CONTRAC"TORINFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Zip Adding more than 50 amps? ❑ Yes [st No Will service be altered? ❑ Yes 2 No Type of Use: Al Type of work: ❑ New ❑ Addition ❑ Service Change ❑ Remodel [Tenant improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Page i 01-2 Sent By: EXPRESS PERMITS is FASTER; ... .............. •''. ' Ji yJSflTi. . "rase T'V�4l if•UN e''JL).�•1�Lt<•►kl`�'li ill ' .••:•lawn31#lli:. I of; . 'ait4w. 4' moislio fiidY nu Q3Nt'i1 , t3+cape�trrt t»e Ytx d 1 •0 ;ms '0. cons • . •: q�psa�e�iarpaiad:�aog • • 1Iiw • iti • • 3103280338; • • Dec -8 -07 12:39Ph; 'age 2/2 waliovelgt-1.'cogwo +0 vivre oft w tl�e111r • :podartsvimist ism Q' .die.+ awes • mu. :sip Y $ir E* rq ;n! rd' • • '$ • ... . WiR1111 .• Iflflf: 31 . A6 75, 3d r nta 1' • • t a c t i v Il3AYH I: 1 : . • m ,M £ 3 I ngaw�pssik�s sfi sf 1400:0416: OPP EP f1. • • 4it•daq g . - notionotTlidi GRS.Isid a M1r l•. ,I d• g9 is r.algpsod o0 RIPORRSI SYP • (y $GWY I atotag:.'iia r)': • itsdt4 #‘ yueztraam.s q)• . • • ffiu z t bs: 0' • • (!!r Pivotiair0 4 0''' • • ..... a•• .. .: .... ....... s► str.uti s } • vi ; . . a p tat sid.' ood • • © ., ....... (gam I a J. Jo • . may ' ... r. ..".".....r .................... trl! �•� ( P• ( ra l *I , . • e 7 . ! . . RECEIPT NO: R08 -00610 Initials: JEM User ID: 1165 Payee: JR LENNEN CONSTRUCTION, INC. SET ID: 0304 SET TRANSACTIONS: Set Member Amount D07 -447 EL07 =754 M07 -266 PG07 -330 TOTAL: TRANSACTION LIST: Type Method Description Payment ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 6,846.76 1,742.00 773.31 147.50 6,846.76 Check 12561 BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT SET NAME: FOREVER 21 TOTAL: Payment Date: 03/04/2008 Total Payment: 9,509.57 Amount 9,509.57 9,509.57 Account Code Current Pmts 000/322.100 6,128.38 000.322.101.00.0 1,742.00 000/322.100 624.65 000/345.830 892.04 000/322.100 118.00 000/386.904 4.50 TOTAL: 9,509.57 793 03/04 '1710 i O T tIL 5509.57 Steven M. Mullet. Mayor Steve Lancaster, Director Doc: RECSETS -06 RECEIPT NO: R07 -02678 Payee: EXPRESS PERMITS SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT Initials: JEM Payment Date: 12/06/2007 User ID: 1165 SET ID: S000000907 SET NAME: Tmp set/Initialized Activities D07 -447 3,269.57 EL07 -754 435.50 TOTAL: 3,705.07 Total Payment: 3,705.07 TRANSACTION LIST: Type Method Description Amount Payment Check 10433 3,705.07 TOTAL: 3,705.07 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 435.50 000/345.830 3,269.57 TOTAL: 3,705.07 5739 12/06 9710 TOTAL 3705.07 Project: 30 & Z i Type of Inspection: ;_t 00 Address: 83 G pi _ _ _ Date Called: Special Instructions: Date Wanted: / I a.r Requester: Phone No: 6.-7_19/1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: D 4 r0A-1. Inspector: � (Date: 07 II (404 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( Receipt No.: IDate: Project: F ` / 2. Type of Inspection: W � M , Address: 67 �� Date Called: Special Instructions: Date Wanted: / ( / v a.m m. Requester: Phone No: (too -7 Sy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: n A- uV‘ 'inspector: (3C 'Date: 07 t 0 ). 1 , $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project; r I � ` Type of Inspection: � 7v(/ A � es Date Called: Special Instructions: Date Wanted: � �/ 7 . ap. Requester: Phone No: Inspe INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 E;& pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: / L / N 6 — A / ' / s r �t�r�2 .�T ri/1 � ►2C )/LJ gtcY, ,& )/1 41 - 44, •A/ 'Date /27 /ij rl $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: 7007, Address: Ate' Date Called: 1 � .K ` - C Date Wanted: (0/1 I Requester: ?Ali L, Phone No: pr r 5 -1 P tlitcttaC Di ) 6cr o — z Et ijt 4, YI C CNA 6 6f Dir-- Ektr /vl,ThG€ 515' 1O Project: raver( 2 r Type of Inspection: 7007, Address: Ate' Date Called: Special Instructions: Date Wanted: (0/1 I Requester: Phone No: pproved per applicable codes. INSPECTIbN RECORD Retain a copy with permit 6o 9f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUfLDING DIVISION fr" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. 1 lnspector: 1 Date: � i 0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: REVIA- 2- l Type of Inspection: 7 -2 Addres$: ..F4 .<001/ceAVA /7 Date Called: Special Instructions: Date Wanted: --// a.m. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit rio v PERMIT NO. ie. (2 06)43 1 -3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: — pmAzif roved per applicable codes. Corrections required prior to approval. 114- Date: 6 //6/() Inspect El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro'ect: KZ 1/‘4 2—I Type of Inspection: 7 g A 1 ,<W17/66141)4 yi 1 Date Called: Special Instructions: Date Wanted: ...n Requester: Phone No: i1-07 7S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1E- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 OMMENTS: f &id IW / 9 7 Inspect° roved per applicable codes. Corrections required prior to approval. tt 6f rate s $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: project` / Type of Inspection: —7 7 e ?z: _cu/ a /1)7v /74 pate Called: pecial Instructions: Date Wanted: �/ a.m. p.m. Requester: Phone No: y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7- 7sy PERMIT NO. IT (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS(JA ( - / FLooA (s2- riCCiAr AT 51-4V /i//w t y W /i? ml ' f' /,-gi1 T7 T? / /i/1101/Z4. Inspec /)IDate: / /30(J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: P ry ; X41 X / Type of Inspection: 7/03 Address �J 1/7)1, /GL Date Called: Special Instructions: Date Wanted: "! �' ` a.m. p.m. Requester: Phone No: a INSPECTION RECORD I, ` , r Retain a copy with permit o PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Oosta roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: pf,1 014- rt vA k S - " -° Fp-> 'Inspector; / 6t- /2i,r;6w//A/ Date: 4?- '-' 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: ,TA ArtitA ? / Type of Inspection: A ress: !,, ���� / � Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 %Approved per applicable codes. El Corrections required prior to approval. COMMENTS: //L& co /1 C VW Gout se&r /ow Inspector: iw kirMAffio l 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: He f1/44. 2 1 Type of Inspection: 70 Ac*rye •••• 1 svarN4444 04' Date Called: Special Instructions: Date Wanted: .11.1. Requester: Phone No: INSPECTION RECORD Retain a copy with permit ao 7-?fl' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 MMENTS: - bt) E pGcv4 --coffrr ko9a.c- Wicri2GVAK - 573/24Ct.: c/91-eS '9A'/?- proved per applicable codes. Corrections required prior to approval. linsPega 61 I Date:////bA8 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: c4t : VM .. i Type of Inspection: —70/ -...._, Address:, V6,5o/rhePriel Date Called: Special Instructions: Date Wanted: wr 6. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Iftv7-2rif COMMENTS: (94 - CGOO covAtfir fG(I)A &VS 57 1 Receipt No.: proved per applicable codes. EI Corrections required prior to approval. InsP eit ATMAA/f6/t r ate W/r/Or $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: PERMIT NO. (206)431-367 Project: f0 / 1 /4A 2 Type of Inspection: �v Address: ,,1,4 f 76 t/Via,-A/7 /'//9/1, Date Called: — Special Instructions: Date Wanted: /� , rr. p.m. Requester: Phone No: Lf INSPECTION RECORD LL Retain a copy with permit G�7"'•� INSPECTION NO. PERMIT N • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: h , InsPili`G air/4401/m f7 Date: �A off/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: Protect- � tth�e WL } // Type of Inspection* t s 5 1l //T c �� AI, Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit Lo7- Y INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 S ou thce nter B lvd. . #100, Tukwila, WA 98188 (206)431-3670 ( proved per applicable codes. Corrections required prior to approval. OMMENTS: ei tf q 0/Z- 1),gLL -,7 ^-'°'? Q es / vv Inspector: IQ e Date g - $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: f t41 VE/L Type of Inspection: av Aes CcJ l vi,TffL Ali Date Called: Specia Instructions: Date Wanted:21/ PAIL Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 V roved per applicable codes. Corrections required prior to approval. COMMENTS: 4- 0/4 - M0/1173 I ns Prg 0.7-4AA Date / $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Ego- z l copy with er I I Retain a py p PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ta c�nn c.,,rhrontnr Rlvd_. #100. Tukwila, WA 98188 (206)431 -36 MMENTS: ty4 of < -- IA) 41 /t/ 19 s tir roved per applicable codes. El Corrections required prior to approval. 'Inspector; fibril—AM 161 I? /oP $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Date: 'Receipt No.: Project: / Fat t-tJ2 A Type of Inspection: 7�3 v A � G G �/ ��A Date Called: "' Special Instructions: Date Wanted: h3 a. Requester: Phone No: INSPECTION RECORD Ego- z l copy with er I I Retain a py p PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ta c�nn c.,,rhrontnr Rlvd_. #100. Tukwila, WA 98188 (206)431 -36 MMENTS: ty4 of < -- IA) 41 /t/ 19 s tir roved per applicable codes. El Corrections required prior to approval. 'Inspector; fibril—AM 161 I? /oP $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Date: 'Receipt No.: Project Info Project Address 633 Southcenter Parkway Date 11/13/2007 Space #1145 For Building Department Use Tukwila, WA 98188 -2888 Applicant Name: Forever 21 ApplicantAddress: 2001 S. Alameda Street, Los Angeles, CA 90058 Applicant Phone: (213) 747 -2121 Project Description Non -sales Area ❑ Plans Included requirements. ❑ New Building ❑ Addition 4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft "* Area in ft Allowed x Area Sales Area Retail 1.50 24997.0 37495.5 Non -sales Area Storage Areas 0.50 1634.0 817.0 AF: 6" PAR38 recessed incandescen • DEC Additional Lighting 1.50 24997.0 37495.5 -- From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 75808.0 Location (floor /room no.) R � VY A , �, *' E'I Fixture Descnptio F IG F f ures Watts/ Fixture Watts Proposed Sales Area AA: 6" recessed compact fluorescen COD COM s l NCE 244 36.0 8784 .0 Sales Area NrPA 70 AD: MR16 adjustable halogen downli.ht NEL 24 50.0 1200.0 Sales Area AF: 6" PAR38 recessed incandescen • DEC 4 45.0 180. 0 Sales Area 8 2 AH6: 3 multi -spot adjustable met- halide C07 247 117.0 28899.0 Sales Area AK: 3" low voltage recessed halog . 39 37.0 1443.0 Sales Area B: 6" PAR38 recessed incandescent Ci 0 18 50.0 900.0 Sales Area BAl: custom chandelier, incandeac t TI nt �lL. C DI�V 39 SI ON 60.0 32.0 2340.0 992.0 Sales Area - -_._� FBFL: T8 hidden fluorescent 31 Sales Area G3: custom chandelier, incandscent 16 25.0 400.0 Sales Area G7: custom chandelier, incandscent 24 25.0 600.0 Sales Area LG -2: custom chandelier, incandscent 24 25.0 600.0 Sales Area Track: 50 watts / linear ft. 490 50.0 24500.0 Sales Area G: custom chandeleir 75 25.0 1875.0 Sales Area W: custom incandescent metal wall sconce 4 25.0 100.0 Sales Area XA: recessed metal halide RECEIVED 3 70.0 210.0 LA I Y Ui I L)Ktn/ILA Sales Area Y4: 4' flexible flourescent strip DEC 0 6 2007 30 9.0 270.0 Non -Sales Area FBl: (2) 4' linear fluorescent strips PEHIVIIT 20 CEN i ER 64.0 1280.0 Sales Area AB: 6" recessed compact fluorescent 19 36.0 684.0 Sales Area LG -3: 6" custom chandeleir 3 40.0 120.0 Sales Area XA: recessed HID 4 70.0 280.0 Non -Sales Area X: Restroom compact fluorescent light with fan. 2 26.0 52.0 Total Proposed Watts may not exceed Total Allowed W s for nt io Total Proposed Watts F I L E „A 75709.0 ,I .,., 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 'EXPIRES q /34q , EXPIRES SEP 0 3 2009 Use' LPA (W /sf) Use LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) , 1 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire station? 1.0 Cafeterias, fast food establishment?, restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition halle 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 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: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. . 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. 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) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, Motor and Transformer Nonresidential Energy Code Compliance Forms Permit Plans Checklist LTG -CHK Revised July 2007 2006 Washington State Project Address 633 Southcenter Parkway I Date 11/13/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section I Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E2.1.0 n.a. 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E2.1.0 yes vertical glazing Indicate vertical glazing on plans E2.1.1 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes ' 1511 'Elec motor efficiency'MECH -MOT or Equipment Schedule with hp, rpm, efficiency ' I TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). Documents/routing slip.doc 2 -28 -02 Please Route DEPARTMENTS: ding Division Public Works n ACTIVITY NUMBER: EL07 -754 PROJECT NAME: FOREVER 21 SITE ADDRESS: 836 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 12 -06 -07 Response to Incomplete Letter # Revision # After Permit Issued Comments: •' PERMIT COORD COPY ' PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -1 1-07 Complete la Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete ❑ Structural Review Required Planning Division ❑ Permit Coordinator Not Applicable n No further Review Required DATE: n DUE DATE: 01 -08-08 Approved ❑ Approved with Conditions F] Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License HAGGAEC960DA Licensee Name HAGGARD ELECTRICAL CONTRS LLC Licensee Type ELECTRICAL CONTRACTOR UBI 602357747 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 16702 65TH AVE SE Address 2 City SNOHOMISH County SNOHOMISH State WA Zip 98296 Phone 4259494004 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/1/2004 Expiration Date 3/1/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License HAGGAR *964CL Business Owner Information Name Role Effective Date Expiration Date HAGGARD, RYAN L PARTNER/MEMBER 03/01/2004 HAGGARD, ELIZABETH A PARTNER/MEMBER 03/01/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 istv Washington State Department of Labor and Industries Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Electrical Administrator Information License Name Status HAGGAR *964CL HAGGARD, RYAN ACTIVE https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= HAGGAEC960DA 03/04/2008 PANEL LC PANEL LA FOR SENSORMAIIC OR FLOOR MAX. SEE ARCH. SHEET r R MAX. SEE ARCH. SHEET OR MORE INFORMATION. FIRST FLOOR POWER PLAN PANEL HB NOTE REFER TO SHEET E1.2.0 FOR POWER PLAN KEY NOTES. 11 11 /1 /1 /1 FOR SENSORMATIC OR FLOOR _MAX. SEEARCH_ SHEEI _FOL MORE INFORMATION. PL • �,n 1.17 r+•tr' PIC7 C: ∎GAD, MC�DI ED CR ALTERED WITHOUT AUTHORI7ATION FROM THE BUILDING 07 :AL, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS AND IS 3'_l3�ErT TO Far, ' NSPEOTION3 ' M1 'r.. 7 7:t N r ,.�, :1 :,lc)y! incluck.. _i i} rr r ^I: ^+ -v' ,•��, 7 r, n EQUIPMENT SCHEDULE VOLT/ LOAD CCT. FUSE NO. NAME PHASE HP KW CONDUIT — WIRE CONTROL STARTER PNL NO. DISC. SWITCH SIZE NOTES VAV -1 VAV BOX UN 1111 110 /1 - — 1/2"C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 1 •--- -- -- VAV -2 VAV BOX UNIT #2 110/1 — — 1/2 "C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 1 -- — -- VAV-�3 VAV BOX UNIT #3 110/1 - - 1/2"C-2#12 + 1#12 CU. DMSION 15 DMSION 15 LC 1 -- — -- VAV-4 VAV BOX UNIT #4 110/1 - - 1/2"c-2#12 + 1#12 CU. DMSION 15 DMSION 15 LC 1 --- — -- VAV-5 VAV BOX UNIT #5 110/1 — — 1/2"C + 1#12 CU. DMSION 15 DMSION 15 LC 1 -- — -- VAV-6 VAV BOX UNIT #6 110/1 -- — 1/2"C + 1#12 CU. DMSION 15 DMSION 15 LC 1 -- — -- VAV-7 VAV BOX UNIT#7 110/1 - - 1/2"C-2#12 + 1#12 CU. DMSION 15 DMSION 15 LC 11 -- — -- VAV-8 VAV BOX UNIT #8 110/1 — — 1/2"C-2#12 + 1#12 CU. DMSION 15 DMSION 15 LC 11 -- — --- VAV-9 VAV BOX UNIT #9 110/1 — — 1/2"C-2#12 + 1#12 CU. DMSION 15 DMSION 15 LC 11 -- — -- VAV -10 VAV BOX UN #10 110/1 — — 1/2 "C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 11 -- — --- VAV-11 VAV BOX UNIT #11 110/1 - - 1/2 "C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 13 -- — -- VAV-12 VAV BOX UNIT #12 110/1 — — 1/2"C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 13 —•— — -- VAV-13 VAV BOX UNIT #13 110/1 - - 1/2 "C -2 #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 13 -- — -- VAV-14 VAV BOX UNIT #14 110/1 — — 1/2 "C - #12 + 1 #12 CU. DMSION 15 DMSION 15 LC 13 -- — -- VAV-15 VAV BOX UNIT #15 110/1 — — 1/27C -2 #12 + 1 #12 CU. DIVISION 15 DMSION 15 LC 13 -- — --- I /H WATER HEATER #1 & 2 208/1 -- 4.2 3/4 "C -2 #1O DMSION 15 -- LB x -- — -- Public Works, Building Division PERMIT NUMBER RFCEAVED ryry OF DEC 0 6 2007 Pbt1 Vii I (;LN 1 FI FOREVER l 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TE L.510.865.8663 FAX. 510.865.1611 Approvals: Consultants z � r Y � t � 4 '` ` `;' • A�a -ems O N 4 NO. DATE SAL U. StaliklinTAL WO6A71 =MP FOR PLAIN CHICK Sheet Title Job No. DATE: SCALE: DRAWN BY: CHECKED BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 SOUTH CENTER TBA P 0 32009 REVISION POWER PLAN 2K-617 SEPT., 2007 TBA E1.0.0 E O N O Ex; E I- 0 Q U 0 m 0 0 co a : S Li. S u- Cn. 7 p w 110 O. fa E 0 0)) t LA -29 FOR SENSORMATIC OR FLOOR MAX. SEE ARCH. SHEET FOR MORE INFORMATION. NOTE: REFER TO SHEET E1.1.0 FOR EQUIPMENT SCHEDULE. NOTE REFER TO SHEET E1.2.0 FOR POWER PLAN KEY NOTES. City Of Tukwila BUTt Di' r nn rl i NE FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Approvals: Sheet Title SCALE: DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.74t5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE, NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 T E L.510.865.8663 FAX. 510.865.1611 NO. DATE REVISION POWER PLAN Job No. 2K -617 DATE: SEPT., 2007 CHECKED BY: TBA I I I <D OD 24 LB -27 00D D COD 1 I I LA -31 LA -31 J r - 1 L ITT - -- r - -, LB 32 I 1 I I I LB -2 24' i I I LB -32 LB -32 1 r VAV -13 L L___1___1___ 1 __ _J COD LC -13 J 1 1 1 I r -- r - -- r __ I , r, -I I I I r z 20 Q D QD 20 I I I r 1 1 I I I J L___1___1___1 i L L LC-13, @LLC -9 NOTE REFER TO SHEET E1.1.0 FOR EQUIPMENT SCHEDULE. SECOND FLOOR POWER PLAN 2 4 8 16 FEET LC -2 24 3/16" = -0 " LC -9 GENERAL REQUIREMENTS: A ELEVATOR ELECTRICAL REQUIREMENTS THE E.C. SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED FOR A COMPLETE INSTALLATION OF THE ELEVATOR(S) ELECTRICAL EQUIPMENT PER NEC ARTICLE 620, ASME A17.1 ELEVATOR CODE, NFPA 72, & ALL APPLICABLE FEDERAL STATE, & LOCAL CODES. ELECTRICAL DEVICE & EQUIPMENT LOCATIONS & REQUIREMENTS SHALL BE VERIFIED WITH THE ELEVATOR EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN OR PLACING FINAL PURCHASE ORDERS FOR ANY ELECTRICAL DEVICES, EQUIPMENT, ETC. 1. PROVIDE A SEPARATE BRANCH CIRCUIT FOR CAR LIGHTS, RECEPTACLE(S), AUXILIARY LIGHTING POWER SOURCE, & VENTILATION FOR EACH ELEVATOR CAR, VIA A 30A -2P LOCKABLE DISCONNECT SWITCH WITH (1) 15A FUSE. MOUNT THE DISCONNECT SWITCH(ES) IN THE ELEVATOR MACHINE ROOM /MACHINERY SPACE PER NEC & MANUFACTURER'S REQUIREMENTS. 2. PROVIDE A SEPARATE =7• CIRCUIT FOR THE AIR CONDITIONING & HEAT -_UNITS ON FA • a • 0' - • • AS APPLICABLE VERIFY THE DISCONNECT & FUSE SIZES PER THE TO SHOP DRAWINGS & MOUNT THE DISCONNECT SWITCH(ES) • E ELEVATOR MACHINE ROOM /MACHINERY SPACE PER NEC & MANUFACTURER'S REQUIREMENTS. 3. PROVIDE A SEPARATE BRANCH CIRCUIT FOR THE CONTROL ROOM /MACHINERY SPACE LIGHTING & RECEPTACLES. PROVIDE A WALL MOUNTED TOGGLE STYLE 120VAC, 20A WALL SWITCH TO CONTROL THE LIGHTING AT THE POINT OF ENTRY TO THE CONTROL ROOM /MACHINERY SPACE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE IN EACH CONTROL ROOM /MACHINERY SPACE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE FOR THE TOP OF EACH ELEVATOR CAR, UNLESS PROVIDED WITH THE ELEVATOR. 4. PROVIDE A SEPARATE BRANCH CIRCUIT TO SUPPLY THE HOISTWAY PIT LIGHTING & RECEPTACLE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE IN THE HOISTWAY PIT. PROVIDE A WALL MOUNTED 120VAC, 20A WALL SWITCH LOCATED SO AS TO BE READILY ACCESSIBLE FROM THE PIT ACCESS DOOR FOR HOISTWAY PIT LIGHTING. PROVIDE TWO WALL MOUNTED, 2 -LAMP FLUORESCENT WET LIS I tU 1'X4' FIXTURES WITFI INSTANT START ELECTRONIC BALLAST BY LTHONIA ( #PV232MVOLTGEB101SPCEP) OR EQUAL REQUIRED LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GROUND FAULT CIRCUIT INTERRUPTER. 5. PROVIDE A LOCKABLE MEANS OF DISCONNECT IN THE CONTROL ROOM FOR THE MAIN POWER SUPPLY TO THE ELEVATOR CONTROLLER. THE MEANS OF DISCONNECT SHALL BE SIZED PER THE ELEVATOR MANUFACTURER'S REQUIREMENTS, & SHALL BE LOCATED WHERE IT IS READILY ACCESSIBLE TO QUALIFIED PERSONS, NEAR THE JAMB SIDE OF THE MACHINE ROOM /MACHINERY SPACE DOOR. 7. PROVIDE A DOUBLE -GANG DEEP JUNCTION BOX WITH SINGLE GANG PLASTER RING MOUNTED AT 48' AFF WITH A 3/4'C. CONDUIT WITH CAT5 TELEPHONE CABLE STUBBED INTO THE N CESSIBLE CEILING SPACE TO THE TELEPHONE BOARD, - .CONNECTION - am Li I •TE THE EXACT ROUGH -IN LOCATION WITHIN THE MACHINE ''O / HINERY SPACE & COORDINATE WITH OTHER EQUIPMENT LOCATIONS. 8. PROVIDE FIRE ALARM SYSTEM SMOKE DETECTORS DEDICATED FOR ELEVATOR RECALL PER NFPA 72 PART 3 -8.14, PROPERLY LOCATED IN THE FOLLOWING AREAS: A ELEVATOR LOBBY (EACH FLOOR) B. ELEVATOR CONTROL ROOM /MACHINERY SPACE EACH SMOKE DETECTOR DEDICATED FOR ELEVATOR RECALL SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM OR DEDICATED SUPERVISORY ALARM SYSTEM CONTROL PANEL SPRINKLERED HOISTWAY /CONTROL ROOM /MACHINERY SPACE REQUIREMENTS: IN ADDITION TO THE GENERAL REQUIREMENTS LISTED ABOVE, THE EC. SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED AS OUTLINED BELOW FOR HOISTWAY /CONTROL ROOM /MACHINERY SPACE(S) THAT ARE SPRINKLERED PER NEC ARTICLE 620, ASME A17.1 ELEVATOR CODE, NFPA 72, & All APPLICABLE FEDERAL, STATE, & LOCAL CODES. ELECTRICAL DEVICE & EQUIPMENT LOCATIONS & REQUIREMENTS SHALL BE VERIFIED WITH THE ELEVATOR EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN OR PLACING FINAL PURCHASE ORDERS FOR ANY ELECTRICAL DEVICES, EQUIPMENT, ETC. A FIRE ALARM SYSTEM SMOKE DETECTOR & A FIRE ALARM SYSTEM HEAT DETECTOR SHALL BE LOCATED WITHIN 2 FEET OF THE SPRINKLER HEAD. THE SMOKE DETECTOR SHALL BE OF SUFFICIENT SENSITMRY FOR ELEVATOR RECALL AS DEFINED IN NFPA. THE HEAT DETECTOR SHALL BE RATED TO OPERATE AT A TEMPERATURE LOWER THAN THE SPRINKLER HEAD, ALLOWING THE ELEVATOR MAIN POWER SUPPLY TO SHUTDOWN PRIOR TO THE DISCHARGE OF WATER ' - I E SPRINKLER HEAD. 1. PROVIDE A Fl i 11.1'' SMOKE DETECTOR DEDICATED FOR ELEVATOR RECALL ADJA'I d S THE HOISTWAY SPRINKLER HEAD AT THE TOP OF THE HOISTWAY PER NFPA 72 PART 3 -8.14. 2. PROVIDE A FIRE ALARM SYSTEM HEAT DETECTOR DEDICATED FOR ELEVATOR MAIN POWER SUPPLY SHUTDOWN PER NFPA 72 PART 3 -8.15, PROPERLY LOCATED IN THE FOLLOWING AREAS: A. TOP OF HOISTWAY SPRINKLER HEAD B. HOISTWAY PIT SPRINKLER HEAD C. ELEVATOR CONTROL ROOM /MACHINERY SPACE 3. PROVIDE A MEANS OF AUTOMATICALLY DISCONNECTING THE ELEVATOR MAIN POWER SUPPLY VIA THE BUILDING FIRE ALARM SYSTEM OR SUPERVISORY ALARM SYSTEM CONTROL PANEL UPON ACTIVATION OF A HOISTWAY /MACHINE ROOM/MACHINERY SPACE HEAT DETECTOR PER THE 'ELEVATOR MAIN POWER SUPPLY SHUTDOWN BLOCK DIAGRAM' BELOW. NO PROVISIONS FOR AUTOMATICALLY RESTORING POWER TO THE ELEVATOR MAIN POWER SUPPLY SHALL BE MADE. POWER SHALL BE MANUALLY RESET AFTER SHUTDOWN. POWER PLAN KEY NOTES 1. APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT. SEE SPECIFICATIONS, PANELBOARD SCHEDULES AND RISER DIAGRAM. 2. PROVIDE SERVICE DOOR BUZZER SYSTEM: EDWARDS #340- 405 -24VAC BUZZER, LOCATED ABOVE THE CEILING WHERE SHOWN, 852 WEATHERPROOF PUSHBUTTON AND 592 TRANSFORMER. BUZZER SYSTEM WIRE NEED NOT BE INSTALLED IN CONDUIT UNLESS REQUIRED BY LANDLORD OR LOCAL AUTHORITY. 3. PROVIDE PLYWOOD BACKBOARD SECURED TO WALL FOR TELEPHONE EQUIPMENT, SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 4. PROVIDE TELEPHONE OUTLET, 1' CONDUIT AND PULL STRING TO TELEPHONE BACKBOARD. SIZE AS REQUIRED BY TELEPHONE EQUIPMENT SUPPLIER. 5. PROVIDE DATA OUTLET, 1' CONDUIT AND PULL STRING TO TELEPHONE BACKBOARD. SIZE AS REQUIRED BY DATA EQUIPMENT SUPPLIER. 6. PROVIDE (3) 1' CONDUITS, ONE FOR ISOLATED GROUND CIRCUITS, ONE FOR NORMAL POWER AND ONE FOR DATA CABLES. ROUTE CONDUITS IN COMMON TRENCH. VERIFY EXACT STUB -UP LOCATION WITH TENANT. 7. ROUTE ALL CONDUIT AND WIRING WITHIN CASE WORK. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 8. ISOLATED GROUND CIRCUITS SHALL BE INSTALLED IN SEPARATE CONDUIT FROM NORMAL POWER CIRCUITS. EACH IG CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND INSULATED GROUND WIRE. THE GROUND WIRE SHALL BE CONTINUOUS BACK TO THE PANEL AND CONNECTED TO THE GROUND BUS WITHIN THE PANEL IG RECEPTACLES SHALL BE HUBBELL NO. IG -5362, OR APPROVED EQUAL 9. PROVIDE J -BOX AND MOUNT IN CASEWORK AND MAKE FINAL CONNECTION TO CASHWRAP LIGHTING. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 10. FURNISH AND INSTALL FLUSH, CEILING MOUNTED DUPLEX RECEPTACLE FOR CONNECTION TO CAMERA. RECEPTACLE AND COVERPLATE COLOR TO MATCH ADJACENT COLOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION. 11. PROVIDE FOUR -PLEX RECEPTACLE ABOVE CEILING FOR SECURITY SYSTEM. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION. 12. FURNISH AND INSTALL FLUSH, CEILING MOUNTED DUPLEX RECEPTACLE AT STOREFRONT. RECEPTACLE AND COVERPLATE COLOR TO MATCH ADJACENT COLOR. 13. PROVIDE J -BOX FOR TERMINATION OF SPEAKER WIRES. MOUNT VERTICALLY ON WALL AT HEIGHT INDICATED. REFER TO SPEAKER DETAIL ALL SPEAKERS WILL BE PROVIDED BY TENANT. COORDINATE WITH TENANT PRIOR TO INSTALLATION. MAKE FINAL CONNECTIONS. 14. PROVIDE J -BOX MOUNTED VERTICALLY AT HEIGHT INDICATED. TERMINATE CAMERA WIRE AT J -BOX FOR EXTENSION TO CAMERA SYSTEM BY TENANT. REFER TO CAMERA DETAIL 15. PROVIDE J -BOX WITH DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE FRONT SIGN. ADDITIONAL J- BOXES, CONDUIT, WIRING MAY BE REQUIRED FOR A COMPLETE INSTALLATION OF SIGN. VERIFY EXACT QUANTITY AND LOCATIONS OF CONNECTIONS WITH TENANT. MAKE FINAL CONNECTION TO NEON SIGN(S). COORDINATE TRANSFORMERS AND DEVICE LOCATIONS, SUCH THAT THEY ARE AT LEAST 8' -0' AWAY FROM SECURITY EQUIPMENT. 16. MECHANICAL EQUIPMENT BY MECHANICAL CONTRACTOR. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. MAKE FINAL CONNECTIONS. 17. PROVIDE QUAD RECEPTACLE, PORCELAIN SOCKET WM I SOW Al LAMP AND TOCCLE EQUIPMENT ABOVE CCILINC. COORDINATE LOCATION WITH MCCI IANICAL CONTRACTOR. 18. PROVIDE TELEPHONE OUTLET AND 1' CONDUIT WITH PULL STRING TO TELEPHONE BACKBOARD AND FOUR -PLEX IG RECEPTACLE FOR ADP TIMECLOCK. COORDINATE EXACT LOCATION WITH TENANT. 19. PROVIDE FIRE ALARM DEVICE AS INDICATED AND TIE INTO LANDLORD'S CENTRAL FIRE ALARM SYSTEM. MATCH LANDLORD'S EQUIPMENT. COORDINATE WITH LANDLORD'S FIRE ALARM CONTRACTOR PRIOR TO INSTALLATION. SEE SPECIFICATION FOR ADDFRONAL INFORMATION. 20. FURNISH DUCT TYPE SMOKE DETECTOR WITH REMOTE TEST SWITCH, MAKE FINAL CONNECTION TO LANDLORD'S CENTRAL FIRE ALARM SYSTEM AND CONNECT TO UNIT FOR AUTOMATIC SHUT DOWN OF UNIT UPON ACTIVATION OF DETECTOR. MATCH LANDLORD'S EQUIPMENT. DETECTOR INSTALLED IN DUCT WORK BY MECHANICAL CONTRACTOR. COORDINATE WITH MECHANICAL CONTRACTOR AND LANDLORD'S FIRE ALARM CONTRACTOR. 21. RECESSED FLOOR BOXES: STEEL CITY #664 SERIES OR APPROVED EQUAL INSTALL BENEATH CASEWORK OR EQUIPMENT WITH BRASS COVERPLATE AND BRASS CARPET/TILE FLANGE. 22. PROVIDE 1'C -2 #12, 1 #12 GND AND TRENCH FLOOR AS INDICATED. PATCH AND REPAIR FLOOR TO MATCH ADJACENT FLOOR. COORDINATE WITH GENERAL CONTRACTOR. 23. PROVIDE 1'C -3#12, 1 #12 GND TO PANEL FROM FLOOR RECEPTACLE AND TRENCH FLOOR AS INDICATED. PATCH AND REPAIR FLOOR TO MATCH ADJACENT FLOOR. COORDINATE WITH GENERAL CONTRACTOR. ZONE OR ADDRESSABLE DEVICE INPUT(S) NORMALLY OPEN RELAY OUTPUT(S) o-I I GET RECEPTACLE FOR SUMP PUMP 120VAC, 10 ELEVATOR POWER FIRST FLOOR ELEVATOR POWER PLAN 1/4 = 1•-p CONTROL HOISTWAY TOP OF ROOM PIT HOISTWAY WE t r-k t rik BUILDING FIRE ALARM SYSTEM OR SUPERVISORY FIRE ALARM SYSTEM CONTROL PANEL SHUNT TRIP OR CONTACTOR COIL FOR ELEVATOR SECONI? FLOOR ELEVATQR POWER PLAN 1/4 - 1-0 ELEVATOR CODED NOTES ® JUNCTION BOX FOR TELEPHONE SERVICE TO ELEVATOR. ELEVATOR SHUNT TRIP DEVICE PROVIDE 3#12, 1 #12(G)- 3/4'C. PER MANUFACTURER'S SUBMITTAL SEE DETAIL THIS SHEET. 30A -1P DISC. SW. WITH (1) 15A. FUSES (ELEVATOR CONTROL PWR. & CAR LTG.). g ELEVATOR RECALL SMOKE AND HEAT DETECTORS AT ELEVATOR CONTROL ROOM, IN ELEVATOR PIT, AT TOP OF ELEVATOR SHAFT, AND AT EACH FLOOR AS INDICATED, TIED INTO FIRE ALARM SYSTEM. ELEVATOR CONTROLLER (TOP OF SHAFT) REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC 2 8 2007 City Of Tukwila BUILDING DIVISION PROVIDE A SHUNT TRIP CIRCUIT BREAKER (CIRCUIT BREAKER DISTRIBUTION) OR A MULTI -POLE CONTACTOR (FUSED SWITCH DISTRIBUTION) AS APPLICABLE FOR A MEANS OF AUTOMATICALLY DISCONNECTING THE ELEVATOR MAIN POWER SUPPLY. THE SHUNT -TRIP OR CONTACTOR (AS APPLICABLE) COIL VOLTAGE SHALL MATCH THE RELAY OUTPUT OF THE ALARM PANEL RECEWED r1 - c < OF 17 DEC 0 6 7007 PGHivii I c.:LIIi I 6--L ELEVATOR MOTOR ELEVATOR MAIN POWER SUPPLY SHUTDOWN BLOCK DIAGRAM NTS FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Approvals: Consultants Sheet Title SCALE: DRAWN BY: Sheet No. XXI SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP A LA M E DA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 EXPIRES �F± b A 70AQ NO. DATE REVISION POWER PLAN Job No. 2K -617 DATE: SEPT., 2007 TBA CHECKED BY: TBA E1.2.0 ( i ) 6 17 18 1 20 FOREVER FOREVER 21, INC. = 2001 S. Alameda Street Los Angeles, CA 90058 Phone- 213.747.2121 Fax. 213.741.5111 FB 2) FK5 FK3(2) & _ L AB 4 ��`Z4) Q _ _:.. H�1 -4 I FB 1 , nl,, • Q) „'2 - � Q Mk MR I.d1:ii � �. ■•dl i, �►:i!� I ■ •dl. ■ HA-11 HA-11 ..•c...�.. ._w.... -1 FB °' �c5 11 H A -11 . F 81 ■ FB .. I i HA =4 ' ' Er - °: _ H E1 HA -1 10' piL pri.4 LA 2 4 LA-24 IA-24 3 E1 �� = op =_____— AD 2 ► - _ -( I' ' HA -4 FB1 FB1 = _- - _- _- _- _- _- _- _- _- _- _- _ - -_ - l a l i TB 15 LA -1 � � 1 y LA -2 Ow I „.vi k`v� r ° 1 :nib v �° Vvv I '�tTi� . IE 11. 11 1 I _ 4 Fa F i �► =ra =1j n ►:c =�j n , ► =i =�j A g. •y..y� THE CONTRACTOR IS RESPONSIBLE FOR REVIEW : OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED T ( TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR _ SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. 5TO. 'I ■r��.ir..ui: +: ±er:�i��:�;,1� kVA ri � I A d `Fjf � m �h11s, m F>KJ}'S� I I T 05) - 4 ' �" I HB - a d HB H dam0 I I , , : F • HB - 18 - 7 HB - 18 - 7 HB - 18 EM/NL a -.� n STR 6 i EM ! $ :.� I O , • FK5 ' - - '! • I �+ + i � PANEL HA PANEL LC CI aoa I. a FK5 I HA-7 ' AH6 . HA -5 A .i •_ f■ HA - 11 FK5 PANEL HB PANEL LA 66 I II I' HA� 7 pp H)R AD HA--1 ; I HA-- 1 LA - 16.0 ILZLA - 16 O . t � Afi I 'I I AH6 °a pH( ° a 8 o 8 p � � i 6 o p , , , i IIIII TB 1 I AH6 HB -18 ILA O ! 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HB -14 HB -14 HA 19 I T8 55 000 000 TB 5 LC -31 AF16 AH6 LC -2 L _ : ___ 5 FB1 FB1 FB1 HA-10 FB HA-10 FB HA-10 FB 000 000 000 000 AH6 AH6 AH6 AH6 J HB-4 a HB -4 a HB -4 a HB -4 J M .-M,- M 0 HA-19 -19 HA-19 0 AH6 000 OCO AH6 HB -6 B 6 G(15 Hg H6-6 H 1 EM ( FU J ©® O O O HA H 9 -19 -19 H -19 o AH6 AH6 HB -fi HB -fi AH6 1 r 1 HB -6 AH6 Q AH6 © AH6 Q AH6 ( HB-6 H6 -6 HA-19 H6 -6 1g HB -6 19 HB -6 000 000 000 000 LC 17 LC-15 LC -15 LC -15 LC -15 000 AH6 000 000 000 AH6 000 In HB -4 AH6 AH6 AH6 H .0 -17 I:i H6 -4 HB -4 LC -14 EM /NL EM ® 0 O AA M M M HA -12 HA -19 HA -19 HA -19 TB(4) HBO HB -4 i 4 HB HB— .C-17 000 000 7� 000 000 LC-1 3.) TR( LC -17 LC -17 -17 LC -19 LC -19 WA \ ` WA LC -16 FK5 LC -16 WA HA -14 NOTE REFER TO SHEET E7.0.0 FOR CONTACTOR SCHEDULE AND LIGHT FIXTURE SCHEDULE. ZLQIE�. REFER TO SHEET E2.2.0 FOR GENERAL NOTES AND KEY NOTES. HA-14 HA -14 HA -14 PECEvE A DEC 0 6 2007 PEO�lvll I (Ni E FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TE L.510.865.8663 FAX. 510.865.1611 Approvals: Consultants NO. DATE REVISION 19FI0J_ LL StOmrrrfri. +4M� warm =LW FOR PLAN GieGK Sheet Title Phone. 213.747.2121 Fax. 213.741.5111 SOUTH CENTER Ski' 0 3 LIGHTING PLAN Job No. 2K -617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: TBA Sheet No. TBA E2.1.0 I EM AA HA -19 LC -15 E O ft HA 17 u AA HA -17 -28 • -8 LA -28 I HA -8 LA -28 HA -8 LA -28 HA -8 AA H 0 AA HA -17 HA -8 LA -28 HA -8 BA1 LA -32 AK -- LA--30 %NL AA HA -12 MC MC3 MC MC1 NNNNNNN. NOTE: REFER TO SHEET E7.0.0 FOR CONTACTOR SCHEDULE AND LIGHT FIXTURE SCHEDULE. FB1 HA -1 LCx14 ®2 LCX14 ®t`_/ (2 cc) GENERAL NOTES A. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING OF LIGHT FIXTURES. B. ALL LIGHT FIXTURES IN SALES AREA EXCEPT NIGHTUGHT /EMERGENCY FIXTURES ARE CONTROLLED BY CONTACTORS. SEE CONTACTOR SCHEDULE FOR ADDITIONAL INFORMATION. C. ADJUST CIRCUIT WIRE SIZES FOR VOLTAGE DROP WHERE REQUIRED. REFER TO SPECIFICATIONS FOR ADDMONAL INFORMATION. LIGHTING PLAN KEY NOTES O 1. EMERGENCY LIGHTING AND EXIT SIGN SHALL BE CIRCUITED AHEAD OF SWITCHING. 2. PROVIDE FIXTURE TYPE "X" FAN /LIGHT COMBINATION IN TOILET. CONTROL FAN WITH SAME SWITCH AS LIGHT. 3. PROVIDE TIMESWITCH: PARAGON MODEL 7000 SERIES OR EQUAL WITH 7 DAY 24 HOUR SCHEDULE FORMAT, MIN. (2) N.O., (2) N.C. 20 AMP 120/277 VOLT CONTACTS 120 VOLT COIL AND SPRING WOUND RIDE THROUGH SWITCH TO CONTROL STORE FRONT SIGN AND LIGHTING OR CONTACTORS AS INDICATED. 4. PROVIDE LIGHTING CONTACTOR(S): ASCO 917 SERIES OR EQUAL WITH 120 VOLT COIL MINIMUM 20 AMP 120/277 VOLT CONTACTS, ELECTRICALLY OPERATED AND MECHANICALLY HELD, 3 WIRE CONTROL CONTACTORS SHALL BE CONTROLLED VIA TIMESWITCH AND /OR MOMENTARY CONTACT SWITCHES AS INDICATED. REFER TO CONTACTOR SCHEDULE. PROVIDE NEMA 1 CONTACTOR CABINET AS REQUIRED. 5. MASTER SWITCH LOCATION. PROVIDE THREE (8) MASTER SWITCHES FOR CONTROL OF CONTACTORS. SEE CONTACTOR SCHEDULE FOR ADDMONAL INFORMATION. 6. APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT. SEE SPECIFICATIONS, PANELBOARD SCHEDULES AND POWER RISER DIAGRAM. 7. MAKE FINAL CONNECTION OF ALL LIGHTING TO J -BOX FOR LIGHTING IN MILLWORK FIXTURES. SEE ARCHITECT DETAIL FOR FURTHER INFORMATION. PROVIDE 5 FOOT PIG TAIL AS REQUIRED. COORDINATE WITH MILLWORK SUPPLIER PRIOR TO INSTALLATION. 8. CONNECT LIGHT FIXTURE EMERGENCY BALLAST TO UNSWITCHED CIRCUIT TO MAINTAIN CONSTANT POWER AND CONNECT NORMAL BALLAST TO SWITCHED CIRCUIT FOR ON /OFF CONTROL 9. PROVIDE CONNECTION TO LIGI IT FIXTURE TYPE 'rx1' CONTROL MODULE CONVERTER. UGI ff FIXTURE MOUNTED IN COVE SPACE. CONCEAL MODULE IN CEILING SPACE. VERIFY EXACT REQUIREMENTS AND LOCATIONS Wlll I UGI fIiNG SUPPLIER AND TENANT. MAKE FINAL CONNECTION TO UGI IT FIXTURES. REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC 2 8 2007 City Of Tukwila 1 I ING DIVt IaN FIE.CEVED DEC 0 6 2007 phi-wI ER THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO r COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants NO. DATE REVISION Sheet Title SCALE: DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 IF C3 IE `V IE SOUTH CENTER FINAL LL somtirrAL AND 11/1010/01 IMMO i°IOIi PLAN *MK LIGHTING PLAN Job No. 2K -617 DATE: SEPT., 2007 TBA CHECKED BY: TBA E2.2.0 No.: HA LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 277/480 VOLT 3PHASE, 4WIRE 65,000 MAIN: CB 250 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION FIRST FLOOR EXIT /EM /NL 0.5 20/1 1 * X 1.00 2 20/1 0.2 FIRST FL FITTING ROOM LIGHTS FIRST FL STOREFRONT LIGHTS 1.7 20/1 3 * X * 4 20/1 0.3 FIRST FL STOCKROOM UGHTS FIRST FL STOREFRONT LIGHTS 1.5 20/ 5 * X 5 6 20/1 0.8 FIRST FL. CIRCLE LTG (Y4) FIRST FL SALES LIGHTS (M) 2.1 20/1 7 * X 8 20/1 0.4 SECOND FL. FITTING ROOM LIGHTS FIRST FL SALES UGHTS (M) 2.3 20/ 9 * X * 10 20/1 1.0 SECOND FL STOCKROOM LIGHTS FIRST FL STOREFRONT UGHTS 2.0 20/1 11 * X * 12 20 1 0.6 SECOND FL EXIT /EM /NL FIRST FL SALES LIGHTS (AH6) 1.9 20/1 13 * X 20/1 14 20 1 1.5 SECOND FL STOREFRONT LIGHTS FIRST FL SALES LIGHTS M) 0.9 20/1 15 * X 20/1 16 20 1 0.8 SECOND FL STOREFRONT LIGHTS SECOND FL SALES LIGHTS AA) 1.6 20/ 17 * X 20/1 18 20 1 1.3 SECOND FL STOREFRONT LIGHTS SECOND FL SALES LIGHTS lM 1.9 20/ 19 * X * 20 20/1 0.3 SECOND FL SALES LIGHTS (M) SPARE 0.0 20/ 21 * X 20/1 22 20/1 0.8 SECOND FL SALES LIGHTS ( A6) SPARE 0.0 20/ 23 X 20/1 24 20/1 0.0 SPARE SPARE 0.0 20/1 25 X * 26 20/1 0.0 SPARE SPARE 0.0 20/1 27 X 28 20/1 0.0 SPARE SPACE - 20/1 29 X 30 20/1 0.0 SPARE SPACE - 20/1 31 X 32 20 1 - SPACE SPACE - 20/1 33 X 34 20 1 - SPACE SPACE - 20/1 35 X 36 20 1 - SPACE SPARE 24.6 20/1 37 X 38 20 1 12.0 SPACE 112.5KVA TRANSFORMER 24.1.175/3 100/3 39 X 40 100/3 12.9 PANEL HB SPARE 24.3 20/1 41 X 42 20/1 12.6 SPACE AIBIC CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 220 AMPS MAX 134.9 KVA 45.4 44.8 44.7 182.4 KVA 220 AMPS No.: LC LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 120/208 VOLT 3PHASE, 4WIRE 10,000 MAIN: CB 200 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION VAV POWER- 1,2,34 0.5 20/1 1 * X 1.00 2 20/1 0.1 11MESW /BUZZER /CONTAC SECOND FL CASHWRAP REC. 0.8 20/1 3 * X * 4 20/1 0.2 FACP SECOND FL CASHWRAP REC. 0.6 20/1 5 * X 5 6 20/1 0.4 EMPLOYEE TIME CLOCK SECOND FL. CAMERA REC. .4 20/1 7 * X 8 0/1 0.4 TELEPHONE EQUIPMENT REC. SECOND FL STOCKROOM REC. 1.0 20/1 9 * X M6 t0 20/1 0.4 A/V RACK REC. VAV POWER- 7,8,9,10 0.5 20/1 11 * X 2.6 12 20/1 0.4 A/V RACK REC. VAV POWER -- 11,12,13,14,15 0.5 20/1 13 * X 20/1 14 20/1 0.2 TOILET ROOM LTG /FAN SECOND FL SALES TRACK 46' 1.1 20/1 15 * X 20/1 16 20/1 0.2 SECOND FL STOREFRONT LIGHT SECOND FL SALES TRACK 46' 1.1 20/1 17 * X 20/1 18 20/1 0.9 SECOND FL STOREFRONT LIGHT SECOND FL SALES TRACK 16' 0.4 201 19 * X 20/1 20 20/1 0.9 SECOND FL STOREFRONT LIGHT SECOND FL SALES TRACK 36' 0.7 20 1 21 * X 20/1 22 20/1 0.8 SECOND FL STOREFRONT TRACK 32' SECOND FL SALES TRACK 32' 0.8 20 1 23 X 20/1 24 20/1 0.6 SECOND FL. STOREFRONT TRACK 24' SECOND FL SALES TRACK 24' 0.6 20/1 25 X * 26 20/1 0.8 SECOND FL STOREFRONT TRACK 32' SECOND FL SALES TRACK 24' 0.8 20/1 27 X 28 20/1 0.0 SPARE SPARE 0.0 20/1 29 X 30 20 1 0.0 SPARE SECOND FL SALES TRACK 24' 0.8 20/1 31 X 32 20 1 0.0 SPARE SPARE 0.0 20/1 33 X 34 20 1 0.0 SPARE SPARE 0.0 20/1 35 X 36 20 1 - SPACE SPARE 8.5 20/1 37 X 38 20 1 - SPACE PANEL LB 8.3 100/3 39 X 40 20 1 - SPACE SPARE 8.7 20/1 41 X 42 20/1 - SPACE A I B I C CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 118 AMPS MAX 42.4 KVA 14.1 14.3 14.0 60.4 KVA 168 AMPS No.: LA LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 120/208 VOLT 3PHASE, 4WIRE 10,000 MAIN: CB 150 AMP DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION _CIRCUIT FIRST FL STOREFRONT UGHTING 1.2 20/1 1 * X 1.00 2 20/1 0.9 FIRST FL FITTING ROOM LIGHTS FIRST FL STOREFRONT UGHTING 0.9 20/1 3 * X * 4 20/ 0.4 FIRST FL FITTING ROOM UGHTS FIRST FL STOREFRONT UGHTING 0.6 20/1 5 * X 5 6 20 1 0.6 FIRST FL FITTING ROOM LIGHTS SPARE 0.0 20/1 7 * X 8 20 1 1.0 FIRST FL SALES TRACK 36' SPARE 0.0 20/ 9 * X M6 10 20 1 0.7 FIRST FL STOREFRONT TRACK 36' FIRST. FL SHOW WINDOW REC. 0.8 20/1 11 * X 2.6 12 20/1 1.2 FIRST FL SALES TRACK 46' FL SHOW WINDOW REC. 0.8 20/1 13 * X 20/1 14 20 1 1.2 FIRST FL SALES TRACK 46' _FIRST. FIRST FL SIGN 1.2 201 15 * X 20/1 16 20 1 0.4 FIRST FL SALES LIGHTS (AD) FIRST FL SIGN 1.2 2011 17 * X 20/1 18 20 1 1.0 FIRST FL CHANDELIER LIGHTS FIRST. FL SHOW WINDOW REC. 0.6 20' 1 19 * X 20/1 20 20" 1 0.2 FIRST FL SALES UGHTS "AD) FIRST. FL SHOW WINDOW REC. 0.8 20/1 21 * X 20/1 22 20" 1 0.2 FIRST FL SALES UGHTS , W) FIRST FL CASHWRAP LIGHTING 0.6 20/1 23 X 20/1 24 20 1 1.0 FIRST FL FOR LOVE UGHTS SECOND FL SHOW WINDOW REC. 0.8 20 1 25 X * 26 20 1 0.6 FIRST FL FOR LOVE UGHTS SECOND FL SHOW WINDOW REC. 1.6 20 1 27 X 28 20 1 0.6 SECOND FL FITTING ROOM LIGHTS SECOND FL SIGN 1.2 20 1 29 X 30 20 1 0.9 SECOND FL FITTING ROOM LIGHTS SECOND FL SHOW WINDOW REC. 1.2 20/1 31 X 32 20/1 1.4 SECOND FL FITTING ROOM LIGHTS SECOND FL SHOW WINDOW REC. 1.2 20/1 33 X 34 20/1 1.3 SECOND FL CHANDELIER LIGHTS SECOND FL CASHWRAP LIGHTING 0.6 20/1 35 X 36 20 1 1.1 SECOND FL CHANDELIER LIGHTS SPARE 0.0 20/1 37 , X 38 20 1 0.0 SPARE SPARE 0.0 20/1 39 X 40 20 1 0.5 SECOND FL. CHANDELIER LIGHTS SPARE 0.0 20/1 41 42 20/1 0.0 SPARE A I B C CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 85 AMPS MAX 30.6 KVA 10.5 9.8 10.3 43.5 KVA 121 AMPS No.: LB LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 120/208 VOLT 3PHASE, WIRE 10,000 MAIN: LO 100 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION FIRST FL P.O.S. RECEPT. 0.3 20/1 1 * X 1.00 2 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 3 * X * 4 20/1 0.3 SECOND FL. P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 5 * X 5 6 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL. P.O.S. RECEPT. 0.3 20/1 7 * X 8 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 9 * X M6 10 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 11 * X 2.6 12 20/1 0.3 SECOND FL. P.O.S. RECEPT. FIRST FL CASHWRAP REC. 0.6 20/1 13 * X 20/1 14 20/1 0.3 SECOND FL. P.O.S. RECEPT. FIRST FL CASHWRAP REC. 0.6 20/1 15 * X 20/1 16 20/1 0.0 SPARE FIRST FL CAMERA REC. 0.4 20/ 17 * X 20/1 18 30/2 2.1 IWH FIRST FL SENSORMATIC 0.8 20/1 19 * X 20/1 20 FIRST FL SALES LIGHTS (M6) 2.1 0.0 FIRST FL SENSORMATIC 0.8 20/1 21 * X 20/1 22 30/2 2.1 IWH FL FLOOR DISPLAY REC. 0.8 20/ 23 X 20/1 24 SPARE 2.1 0.0 _FIRST FIRST FL FLOOR DISPLAY REC. 0.5 20/1 25 X * 26 20/1 0.8 SECOND FL SENSORMATIC FIRST FL FLOOR DISPLAY REC. 0.8 20/ 27 X 28 20/1 0.2 SECOND FL CEILING RECEPTACLE FIRST FL FLOOR DISPLAY REC. 0.5 20/1 29 X 30 20/1 0.0 SPARE FIRST FL SALES AREA REC. 1.0 20/1 31 X 32 20`1 1.2 SECOND FL SALES AREA REC. FIRST FL SALES AREA REC. 1.2 20/1 33 X 34 20/1 0.4 TOILET ROOM REC. FIRST FL SALES AREA REC. 0.4 20/ 35 X 36 15/1 1.2 ELEVATOR CAB LIGHTS /FAN SPARE 0.0 20/1 37 X 38 20/1 1.2 ELEVATOR RECEPT /LTG SPARE 0.0 20/1 39 X 40 20/1 1.0 SECOND FL SALES AREA REC. SPARE 0.0 20/1 41 42 20/1 0.0 SPARE A I B I X CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 71 AMPS MAX 25.5 KVA 8.5 8.3 8.7 27.6 KVA 77 AMPS No.: HB LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 277/480 VOLT 3PHASE, 4WIRE 65,000 MAIN: LO 100 AMP CIRCUIT DESCRIPTION INA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION SPARE 0.0 20/1 1 MISCELLANEOUS X 1.00 2 20/1 2.6 SECOND FL SALES LIGHTS M6 FIRST FL SALES UGHTS M6 2.3 20/1 3 HVAC (LARGEST) X 1.25 4 20/1 2.6 SECOND FL SALES LIGHTS M6 FIRST FL SALES LIGHTS M6 0.0 1.3 20/1 5 37.5 X 47.1 6 20/1 1.0 SECOND FL SALES LIGHTS M6 FIRST FL SALES UGHTS M6 2.1 20/1 7 X 8 20/1 1.1 SECOND FL SALES LIGHTS M6 FIRST FL SALES LIGHTS M6 1.2 20/1 9 X 10 20/1 2.6 SECOND FL SALES LIGHTS M6 FIRST FL SALES UGHTS M6 1.3 20/1 11 X 12 20/1 2.5 SECOND FL SALES LIGHTS M6 4.2 13 X 14 20/1 2.0 SECOND FL SALES LIGHTS M6 ELEVATOR 4.2 1513 15 X 16 20/1 0.0 SPARE 4.2 17 X 18 20/1 2.3 FIRST FL SALES LIGHTS (M6) SPARE 0.0 20/1 19 X 20 20/1 0.0 SPARE SPARE 0.0 20/1 21 X 22 20/1 0.0 SPARE SPARE 0.0 20/1 23 X 24 20/1 0.0 SPARE A I B I C CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 45 AMPS MAX 37.5 KVA 12.0 12.9 12.6 47.1 INA 57 AMPS HB - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 0.0 1.25 0.0 LIGHTING 24.9 1.25 31.3 TRACK UGHTING ** 0,0 ** 0.0 RECEPTACLES 0.0 *** 0.0 WATER HEATER 0.0 1.25 0.0 MISCELLANEOUS 0.0 1.00 0.0 MOTORS 12.6 1.25 15.8 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON- COINCIDENTAL 0.0 0.00 0.0 TOTAL 37.5 47.1 HA - LOAD SUMMARY CONN. KVA DEM FACT. OEM. KVA SIGN / NEON SIGN 3.6 1.25 4.5 LIGHTING 66.6 1.25 83.3 TRACK LIGHTING ** 12.6 ** 37.5 RECEPTACLES 20.6 *** 20.3 WATER HEATER 8.4 1.25 10.5 MISCELLANEOUS 10.5 1.00 10.5 MOTORS 12.6 1.25 15.8 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC 'LARGEST) 0.0 1.25 0.0 HVAC REMAINING) 0.0 1.00 0.0 NON - COINCIDENTAL 0.0 0.00 0.0 TOTAL 134.9 182.4 LA - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 3.6 ' 1.25 4.5 LIGHTING 15.1 1.25 18.9 TRACK LIGHTING ** 4.1 ** 12.3 RECEPTACLES 7.8 *** 7.8 WATER HEATER 0.0 1.00 0.0 MISCELLANEOUS 0.0 1.00 0.0 MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 WPC (REMAINING) 0.0 1.00 0.0 NON - COINCIDENT 0.0 0.00 0.0 TOTAL 30.6 43.5 LB - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 0.0 1.25 0.0 UGHTING 0.0 1.25 0.0 TRACK LIGHTING ** 0.0 ** 0.0 RECEPTACLES 8.8 *** 8.8 WATER HEATER 8.4 1.25 10.5 MISCELLANEOUS 8.3 1.00 8.3 MOTORS 0,0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON - COINCIDENTAL 0.0 0.00 0.0 TOTAL 25.5 27.6 LC - LOAD SUMMARY CONN. INA DEM FACT. DEM. KVA SIGN / NEON SIGN 0.0 1.25 0.0 UGI-111NG 2.2 1.25 2.8 TRACK LIGHTING ** 8.5 " 25.2 _ RECEPTACLES 12.8 '"* 11.4 WATER HEATER 8.4 1.25 10.5 MISCELLANEOUS 10.5 1.00 10.5 MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON- COINCIDENTAL 0.0 0.00 0.0 TOTAL 42.4 60.4 LL Lek LEASE LINE TIE TENANT TELEPHONE SERVICE CONDUIT TO EXISTING WIREWAY AT CLOSET. MALL TEL CLOSET. L J LANDLORD MAIN TELEPHONE POINT OF CONNECTION. VERIFY EXACT LOCATION. 1"C. (MIN.) WITH ALL WIRE TENANT TELEPHONE EQUIPMENT MOUNTING BOARD. SEE SHEET E201. TELEPHONE SYSTEM RISER NOT TO SCALE 3/4'C. WITH ALL WIRE IN TENANT SPACE /-- INSTALL IE NAI L ICA TE DOOR. OONTFD PANELS, L 1 STANDARD COloR5: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LETfERU C 3. IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES IDENTIING ALL 'MAN SERVICE NAMEPLATE DISCONNECTS' - RED BACKGROUND -- WHITE LETTERING NAMEPLATE DETAIL Ira NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTREIUTIC.1 PANES, PANELBOARDS, STARTERS, DIECT SWITCHES, RELAYS AND .NTcOON BOXES GREATER THAN 4 11/16' SQUARE ALSO PRONDE NAMEPLATES ON BRANCH SWITCHES OF SWITCHBOARDS AND Db"TRIBUIION PANELS. NOT TO SCALE CAMERA c CABLE LINE & LOW VOLTAGE WIRE #SW14 TO J -BOX IN STORAGE ROOM. PROVIDE CONDUIT, 3/4" MINIMUM. SOURCE: TAPPAN WIRE & CABLE INC. BEACH WIRE & CABLE 15881 CHEMICAL LANE HUNTINGTON BEACH, CA 92649 CONTACT : JUSTIN PHELPS TEL : 800- 309 -2322 PART NO. : P2ORG59FM+ 18/2 DESC: PLENUM COAXIAL CABLES CCTV 95% BC BRAID COLOR : NAT E601 E601 * SPEAKER ® J -BOX BY ELECTRICAL CONTRACTOR ® CAMERA - SUPPUED BY TENANT 70 PROVIDE LOW VOLTAGE SPEAKER WIRE #5W -14 FROM EACH SPEAKER TO J--BOX LOCATED IN STORAGE ROOM. REFER TO POWER PLAN FOR LOCATION. COORDINATE WITH OWNER. 9® SPEAKERS PROVIDED BY TENANT, EC. TO COORDINATE WITH F21 FOR SPEAKER /CAMERA WIRING & LOCATIONS CONTACT: BRIAN CHUNG TEL 213 - 741 -5109 CAMERA AND SPEAKER DETAIL NOT TO SCALE TO SCALE Q 1400 /3P1 L J LEASE LINE PANEL HB 0 Q PANEL HA ONE -LINE DIAGRAM NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY REQUIREMENTS PRIOR TO BIDDING & INCLUDE THE COST OF ALL ASSOCIATED LABOR, MATERIALS, & CHARGES IN HIS BID. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WffH SHOP DRAWING SUBMITTAL 3. ALL BUSSING SHALL BE COPPER. 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL PANELBOARDS. 5. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 6. ALL WALL- MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4' FIRE RATED BACKBOARD. 7. ALL FLOOR - MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PAD. 8. PROVIDE NAMEPLATES PER NAMEPLATE DETAIL 9. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE - REQUIRED CLEARANCES. 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDMONAL REQUIREMENTS. 11. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVICING OR MAINTAINING ELECTRICAL EQUIPMENT. 0 n POWER RISER DIAGRAM NOT TO SCALE 0 q 0 PANEL LA 0 TENALFF SPACE POWER RISER DIAGRAM NOTES O 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. NOT USED. EC. SHALL PROVIDE AND INSTALL 400A/3P DISCONNECT SWITCH, W /250AF. EC. SHALL COORDINATE INSTALLATION OF NEW METER COMPLETE WITH CT'S IN EXISTING METIER SOCKET WITH UTILITY COMPANY AND LANDLORD. EC. SHALL PROVIDE AND INSTALL 2 1/2' CONDUIT FROM LANDLORD'S STUB -IN AND PROVIDE 4 - #250 KCMIL THHN -CU AND 114 GND TO PANEL HA. PROVIDE 277/480 VOLT, 3 PHASE, 4 WIRE PANEL ' HA ' . SEE PANELBOARD SCHEDULE AND SPECIFICATIONS. PROVIDE 2 "C -3 #2/0 THHN -CU. & 1 #6 GND, PROVIDE 112.5 KVA, 480- 120/208 VOLT, 3 PHASE, 4 WIRE TRANSFORMER. PROVIDE 1 #1/0 BARE COPPER GROUND WIRE AND TIE TO BUILDING STEEL PER NEC. PROVIDE 1 1/2 "C. -4 #1/0 THHN -CU & 1 #6 GND. PROVIDE PANEL "LA ". SEE PANELBOARD SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE PANEL 'LC'. SEE PANELBOARD SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE 2 "C -413/0 THHN -CU & 1 #6 GND. PROVIDE PANEL "LB'. SEE PANELBOARD SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE 1 1/4'C. -412 THHN -CU & 118 GND. PROVIDE 277/480 VOLT, 3 PHASE, 4 WIRE PANEL "HB ". SEE PANELBOARD SCHEDULE AND SPECIFICATIONS. PROVIDE 1 1/4'C. -412 11HN -CU & 1#8 GND. * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKER(S * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKER (S * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKERS * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BRE=AKERS) * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKERS) ** DEMAND PER NEC 410 --1018 AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -1018 AND 220 -438 TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -1018 AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC 2 8 2007 City Of Tukwila BUILDING DIV SION ** DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW Crr F " s aIL..A DEC 0 6 Z007 PEI-awl I l►`tl• I ER FOREVER 21, INC. Job No. DATE: SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TE L.51 0.865.8663 FAX. 51 0.865.1611 Approvals: Consultants NO. DATE REVISION row_ LL 9tISMeTrAL AND IVOINtn IMOD POR PLAN C4CGIC Sheet Title POWER RISER DIAGRAM AND PANEL SCHEDULES DRAWN BY: CHECKED BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 P O IR IE V E= 1F2 SOUTH CENTER 2K-617 SEPT., 2007 TBA TBA E6.0.0 LIGHT FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACT. MODEL NO. LAMP TYPE / FIXTURE LAMP SPEC / FIXTURE VOLTAGE REMARKS ® A 6" RECESSED CFL DOWNLGHT NORA LIGHTING 18EL TRIM: NT N6H31C (2) 18W CFL, 3500'K (2) CF18DD /E/8 30 SYLVANIA 277 LIGHTING Q FLUORESCENT DOWNLIGHT NTAL NORA LIGHTING TR N4- -218EL (2) 18W CFL, 35001K (2) CFIADD /E/830 UNIVERSAL 2/ W/ CLEAR TRIM, HORIZONTAL CAMPING, INCLUDES UNIVERSAL 120 /277V ELECTRONIC BALLAST 0 AB 6" RECESSED CFL DOWNLIGHT NORA LIGHTING HOUSING: N6H3P C 18EL (2) 18W CFL, 3507K (2) CF18DQ /E /830 SYL VANIA 277 15 AD MR16 DOWNUGHT ADJUSTABLE CLEAR ALZAK, WHITE TRIM JUNO LIGHTING C3 12V 50W MR16 TS2, MC2 120 120 o AF 6" RECESSED ADJUSTABLE INCAN. NORA UGHTING HOUSING: NH -26 TRIM: NTM57B 1 45W ( ) (1) 45 PAR38/CAP/FL 120 AH2 RECESSED MULTI -SPOT INCAN. EUROFASE TE-1 66A (6) 50W (6) 5OPAR20 /CAP /NFL 120 20 LA- 16,18,20,22,24,26,34,36 �A SALES LTG AH6 RECESSED METAL HALIDE MULTI -SPOT W /(3)ADJUSTABLE HEADS NORA LIGHTING NCR- 133913WW (3) 39W PAR30 METAL HALIDE 25'FLOOD- 3000•KELVIN (3) CDM35 /PAR3OL/M /FL 277 SALES LTG 000 120 277 AK 3" LOW VOLTAGE, ADJUSTABLE RECESSED. WHITE FINISH. UGHTOLER 303 MRE, 378WHX B1 MR16 IR. FL40 37W 120 277 0 8 6" INCANDESCENT RECESSED LIGHT W /CLEAR TRIM NORA LIGHTING HOUSING: NH -26 TRIM: NTS -41 (1)50W PAR38 50 PAR38 /CAP /F1 120 12 « BA1 CUSTOM CHANDELIER T.B.D TBD TBD. 60W 60W 120 LC- 17,21,25,29 E1 SURFACE MOUNTED SINGLE FACE LED EDGELFT EXIT SIGN NORA LIGHTING NX- 604 - LED /BR LED 12 UNIVERSAL 120/277 LA- 2,4,14,28,32 Ei a E3 LED MT SIGN JUNO LIGHTING INC. NXESB1 RN BRIGHT RED PREMIUM GRADE LED LED SIGNS INCLUDED TRI-MOUNT CANOPY PROVIDES TOP, END, OR BACK MOUNT: W/ BATTERY BACK -UP -4' E4 E4 LED EXIT SIGN (DBL SIDED) JUNO LIGHTING INC. NXESB2RWH BRIGHT RED PREMIUM GRADE LED LLD INCLUDED TRI -MOUNT CANOPY PROVIDES TOP, END, OR BACK MOUNT: W/ BATTERY BACK -UP F61 4' (2)LAMP SUSPENDED LINEAR FLUOR. LIGHT SIMKAR LIGHTING CH232- B11 -UNV (2) 32W FLUOR. T8; ( 32W T8 F032 /730 /ECO SYLVANIA UNIVERSAL 120/277 IN STOCK ROOM AND /OR CORRIDOR; IN STOCKROOM W/ NO CEILING; HANG FIXTURES W/ CHAIN, 12' -0" A.F.F.(G.C. TO PROVIDE CHAIN); OPTION 'U" FOR 277V FK #28122 (22 -1 /21 #28134 (34 -1/2") #28146 (46 -1 /2') BARTCO LIGHTING #28122 (22-1/21 #28134 (34 -1/21 #28146 (46-1/2') #28122 1 -F14T5 #28134: 1 -F21T5 #28146: 1 -F28T5 277 AT STOREFRONT COVE; STAGGER SPACING FOR MOST EVEN COVERAGE MG G }C�( CUSTOM CHANDELIER _ (2)TIER 39 DIA. GLASS LIGHT BULB CITY LB- EC21 -SL 15 25W CA9 CANDLE LIGHT 120 G3 CUSTOM CHANDELIER - 22 1/2 x 24 1/21'H CHROME /CRYSTAL LIGHT BULB CITY LB- EC -4 -SL (4)25W CANDLE LIGHT 120 G7 CUSTOM CHANDELIER - 27"Wx30 1HT. CHROME/ CRYSTAL FINISH LIGHT BULB CRY LB- EC8 -SL (8) 25W CANDLE LIGHT 120 L.G2 LG2 CUSTOM CHANDELIER - 42"Wx35 "H GLOSS BLACK FINISH UGHT BULB CITY LB- 1770 -BLK (12)25W CANDLE LIGHT 120 XLG3 LC3 CUSTOM CHANDELIER - 30"Wx1111 BIRCH FINISH LIGHT BULB CffY LB -BSKT 3 Vy HALOGEN ( 40 ) 120 �BDTANICAL GARDEN ROOM u M EMERGENCY UGHT UNIT SIMKAR UGHTING SEMW N/A 120/27 AL 120/277 TB TRACK MH2 SERIES METAL HALIDE ELEC. BAL PAR20 TRACK HEAD JUNO LIGHTING INC. SP2517WH 39W PAR20 3,000 \M +3AIC6 K SYLVANIA #64748; MCP39PAR20 /U /830 /F1 120 TRACKS MUST BE PURCHASED; FOR TRACK USE TRAC- MASTER (ONE CIRCUIT TRAC SYSTEM) BY JUNO IN WHITE; CATALOG #'S T2WH, T4WH, T6WH, T8WH, AND T12WH; SEE RCP FOR TRACK LENGTHS TO BK W CUSTOM METAL WALL SCONCE - PAINTED FINISH LIGHT BULB CITY LB-### (2) 25W CANDLE LIGHT (2) 25W CA9 120 AT DRESSING ROOM ONLY IEI WA WALL SCONCE HESS AMERICA TRENTO BASE TR150 (I) 18 W CFL; 3500' K (1) CF18DD /E/835 SYLVANIA 120 X RESTROOM LIGHT W/ FAN BROAN 679FL (2) 13W FLUOR. LAMPS 120 9 XA RECESSED HID LIGHT UTHONIA LIGHTING LP8H 70M 802AZ 120/277 (1) 70W METAL HALIDE MP70 /C /U /MED, 4800' (1) 70W METAL HALIDE MP70 /C /U /MED, 4800' UNIVERSAL 120/277 ® XB2 RECESSED HID DOWNLIGHT NORA LIGHTING TRIM N56C - 770 /El- (1) 70WATT; 4000'K CDM70 /PAR3OL /M /FL 277 �°° Y4 CHANN (EL FLUORESCENT CELESTIAL LIGHTING UBL5000CFX4P48 ) 9W ( 35 K TWIN TUBE CFL; 277 CONTACTOR SCHEDULE MARK LOAD CONTROL COIL V LINE V POLES AMP CIRCUITS C1 STOREFRONT TS1 120 277 12 20 HA- 3,5,28,30,31,32 LIGHTING C2 STOREFRONT TS2, MC1 120 277 8 20 HA- 33,34,35,36 SALES UGHTS C3 STOREFRONT TS2, MC2 120 120 8 20 LA -10 SALES LIGHTS LC-- 22,24,26 C4 DISPLAY LTG TS2, MC3 120 120 10 20 LA- 16,18,20,22,24,26,34,36 C5 SALES LTG TS2, MC4 120 277 8 20 HA- 2,6,7,9,22,23,25 C6 SALES LTG TS2, MC5 120 277 10 20 HB- 1,2,5,6,9,10 C7 SALES LTG TS2, MC6 120 277 10 20 HB- 3,4,7,8,11,12,14 C8 SALES LTG TS2, MC7 120 120 12 20 LA- 6,8,12,30 LC- 17,21,25,29 C9 SALES LTG TS2, MC8 120 120 12 20 LA- 2,4,14,28,32 LC- 15,19,23,27 C10 SIGNS TS1 120 120 12 20 LA- 1,3,5,15,17,29 LC- 16,18,20 LIGHT FIXTURE NOTES A. ALL UGHT FIXTURES, LAMPS AND EXIT SIGNS SHALL BE FURNISHED BY TENANT AND INSTALLED AND CONNECTED BY TENANT'S ELECTRICAL CONTRACTOR. SUPPUER: LIGHT BULB CITY - MR. SAM UM (626) 279 -2658. B. COORDINATE EXACT FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN. C. AFTER MERCHANDISE FIXTURES ARE IN PLACE, CLEAN AND AIM ALL LIGHT FIXTURES AS DIRECTED BY TENANT. D. COORDINATE PROPER DELIVERY OF ALL TENANT SUPPLIED LIGHTING ITEMS. E. TRACK LIGHT FIXTURES WILL BE FURNISHED WItH 2 -FOOT, 4 -FOOT, 6 -FOOT AND /OR 8 -FOOT TRACK LENGTHS, OUTLET BOX FEEDS, 'L" /STRAIGHT FEED CONNECTORS AND FLEXIBLE FEED CONNECTORS. HOT 120 VOLT NEUTRAL TIME SWITCH (TS2 TIME SWITCH (T51 OVER RIDE SWITCH "MS" MC1 MC2 MC3 MC4 MC5 MC6 MC7 MC8 •-••••••• C1 C2 C3 C4 C5 C6 C7 C8 C9 COIL COIL 1 1 Y TT COIL COIL( 11 TT 11 TT 1 TT 11 TT 11 TT 11 TT 11 TT SEE CONTACTOR SCHEDULE FOR ADDITIONAL INFORMATION. CONTACTOR CONTROL DETAIL NOT TO SCALE STOREFRONT LIGHTS STOREFRONT SALES UGHTS STOREFRONT SALES LIGHTS DISPLAY LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA UGHTS C10 REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC ' 8 2007 City Of Tukwila BUILDING DIVISION SIGNS o¢-v•_. yr EL) ('I-r/ r'; 9jP ?33ILA DEC 0 6 2007 PEkw i s l;tl t R FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Approvals: Consultants NO. DATE Sheet Title Job No. DATE: SCALE: DRAWN BY: CHECKED BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 XXI FOFaEVEFt. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 EXPIRES REVISION FINAL U. SUNMITTAL AND IIlIOIaIIDT MUD FOR FLAN CMG( LIGHT FIXTURE SCHEDULE 2K-617 TBA TBA E7.0.0 SEPT., 2007 SEP 0 3 2009 SYMBOL SCHEDULE $ SWITCH - SINGLE POLE TOGGLE K SWITCH --- SINGLE POLE KEY - OPERATED SWITCH - SINGLE POLE WITH PILOT UGHT 3 SWITCH - 3 WAY 9 WALL RECEPTACLE - DUPLEX STRAIGHT BLADE IP WALL RECEPTACLE - FOURPLEX STRAIGHT BLADE RECEPTACLE - CEIUNG MOUNTED 1 IG RECEPTACLE - DUPLEX STRAIGHT BLADE, ISOLATED GROUND Tf G RECEPTACLE - FOURPLEX STRAIGHT BLADE, ISOLATED GROUND GFI WP RECEPTACLE - DUPLEX STRAIGHT BLADE, GROUND FAULT INTERRUPTER, WEATHER PROOF 9 SPLIT CIRCUIT RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE ® MULTIOUTLET ASSEMBLY (PLUGMOLD) V TELEPHONE OUTLET - WALL MOUNTED 7 DATA OUTLET MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS Di NON -FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS MAGNETIC MOTOR STARTER - SIZE AS NOTED ON DRAWINGS I..) JO JUNCTION BOX - WALL, CEIUNG ill SWITCHBOARD OR PANELBOARD TELEPHONE BACKBOARD fi BUZZER A BELL OR CHIME 4 PUSHBUTTON CONTROL STATION - WALL MOUNTED LOW VOLTAGE CONTROL TRANSFORMER El TIME SWITCH TS CONTACTOR (l a THERMOSTAT (BY MECHANICAL CONTRACTOR OR AS INDICATED) �� CEALED ABOVE CNGS, E FINISHED ONDUIT -A AR EAS CO NC , OR EXPAOSED IN EILI UNFINISHNED WALLS IN AREAS r CONDUIT - IN OR BELOW FLOOR SLAB OR BELOW FINISHED GRADE CONDUIT HOMERUN TO PANEL - CROSSMARKS INDICATE NUMBER OF CONDUCTORS. NO CROSSMARKS INDICATES 2 CONDUCTORS. DOT ON CROSSMARKS INDICATES EQUIPMENT ISOLATED GROUNDING CONDUCTOR 9 FLOOR RECEPTACLE 0 FLUSH FLOOR TELEPHONE OUTLET 0 UNDER FLOOR STUB UP Q SPEAKER 01 EXIT LIGHT EMERGENCY FIXTURE FIRE ALARM PULL STATION F 12 4 • FIRE ALARM AUDIO/VISUAL DEVICE Irra FIRE ALARM VISUAL DEVICE Q FIRE ALARM SMOKE DETECTOR A(4) TOP LETTER INDICATES LIGHT FIXTURE TYPE, ( ) INDICATES NUMBER. REFER TO UGHT FIXTURE SCHEDULE. BOTTOM LETTER AND NUMBER INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER. LOWER CASE LETTER INDICATES SWITCH DESIGNATION. LA -la « B-16 NOTE: LETTER AND NUMBER NEXT TO ALL DEVICES AND CONDUIT STUB -UPS INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER, TYPICAL NOTE: ALL IG RECEPTACLES SHALL BE ORANGE, A SQUARE ENCLOSING A WIRING DEVICE SYMBOL INDICATES A FLUSH FLOOR DEVICE E L E C T R I C A L S P E C I F I C A T I O N S 16000 - GENERAL P1 QVISIONS 0.01 PERFORMANCE: ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE. 0.02 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL NOT BE ALLOWED OR APPROVED. 0.03 JOB SITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 0.04 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.05 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSER, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.06 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.07 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND MECHANICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES. 0.08 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.09 MECHANICAL SUBSTITUTIONS: INVOICE MECHANICAL CONTRACTOR, NOT TENANT, FOR COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.10 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.11 REFERENCE STANDARDS: COMPLY WITH NEC, AND APPLICABLE STANDARDS OF NFPA, ANSI, NEMA, AND UL, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.12 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF LOCAL CODES, LANDLORD, SERVING UTILITY, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.13 SCHEDULE ORDER EQUIPMENT WITHIN 5 DAYS OF RECEIPT OF CONTRACT TO MAINTAIN CONSTRUCTION SCHEDULE. 0.14 TEMPORARIES: PROVIDE ALL TEMPORARY SERVICE, UGHTING AND POWER FOR ALL TRADES AS REQUIRED. REMOVE ALL TEMPORARIES BY THE TIME OF PROJECT COMPLETION. 0.15 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. COMPLY WITH CURRENT CODES. 0.16 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' RECOMMENDATIONS. 0.17 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. VERIFY PROPER MOTOR ROTATION OF ALL EQUIPMENT. 0.18 0 & M MANUALS: AT COMPLETION OF PROJECT, PROVIDE TO TENANT ALL OPERATING AND MAINTENANCE MANUALS AND INFORMATION FOR MATERIAL, EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS CONTRACT. 0.19 CORRECTIVE PERIOD: PROVIDE A CORRECTIVE PERIOD FROM DATE OF FINAL ACCEPTANCE OF NOT LESS THAN ONE (1) YEAR FOR THE ENTIRE INSTALLATION, DURING WHICH PERIOD UNCONDITIONALLY MAKE GOOD ANY DEFECTS IN MATERIALS OR WORKMANSHIP WITHOUT COST TO TENANT. 0.20 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION. 0.21 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.22 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.23 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS SPECIFIED MAY BE REQUIRED FOR THIS PROJECT. 0.24 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME. 0.25 CERTIFICATION: PROFESSIONAL ENGINEER CERTIFICATION OF THESE DOCUMENTS DOES NOT EXTEND TO STANDARDIZED DESIGN OR INSTALLATION GUIDELINES PREPARED BY OTHERS AND REQUIRED BY A THIRD PARTY TO BE INCLUDED HEREON. 0.26 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DMSION 16 AND ONLY DMSION 16. A. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION AND GUARANTEE. B. INSTALL: RECEIVE AT THE JOB SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. C. PROVIDE FURNISH AND INSTALL D. REMOVE: REMOVE INSTALLATION BACK TO NEXT REMAINING POINT OF USE. 16100 - MATERIALS 1.01 RACEWAY: CONTINUOUS SYSTEM, 1/2" MINIMUM EMT EXCEPT: 3/4" MINIMUM RNC WITH GROUND CONDUCTOR WHERE EMBEDDED IN CONCRETE OR MASONRY; 3/4" MINIMUM GALVANIZED RMC OR IMC WHERE EXPOSED TO WEATHER (ALSO PERMITTED WHERE EMBEDDED IN CONCRETE OR MASONRY); AND FMC (OR LTFMC IF WET LOCATION) FOR SHORT FINAL CONNECTIONS TO LIGHTING FIXTURES, TRANSFORMERS, AND MECHANICAL EQUIPMENT. 1.02 IG RACEWAY: PROVIDE SEPARATE RACEWAY SYSTEM FOR IG CIRCUITS. 1.03 RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES. ROUTE SQUARE WITH BUILDING UN ES AND SUPPORT PER NEC. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. ARE/SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 1.04 RACEWAY ADJUSTMENTS: WHERE INDIVIDUAL HOME RUNS ARE SHOWN FOR CLARITY, COMBINE AND ADJUST RACEWAY SIZE PER FIELD CONDITIONS. 1.05 WIRE: TYPE THHN, COPPER ONLY, 12AWG MINIMUM, STRANDED FOR 8AWG AND LARGER. LV WIRING FOR EMERGENCY LIGHTING, 10AWG MINIMUM. USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. 1.06 COLOR CODE: COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT ALL BRANCH CIRCUITS AS FOLLOWS: FOR 120/208 VOLT SYSTEM, PHASE A - BLACK, PHASE B - RED, PHASE C - BLUE, NEUTRAL - WHITE; FOR 277/480 VOLT SYSTEM, PHASE A - BROWN, PHASE B - ORANGE, PHASE C - YELLOW, NEUTRAL - WHITE WITH TRACER OR GRAY; GROUNDING CONDUCTOR - GREEN. 1.07 WIRE SIZE WHERE WIRES ARE SIZED PER 60 DEG. C TEMPERATURE RATING FOR SIZES UP TO 1 AWG, SUBJECT TO COMPLIANCE WITH EQUIPMENT UL LISTING, AND APPROVAL OF LOCAL AUTHORITY AND ENGINEER, SUCH WIRES MAY BE REDUCED TO 75 DEG. C RATED SIZE, WITH RACEWAY SIZE ADJUSTED ACCORDINGLY. WIRE SIZE PER 90 DEG. C TEMPERATURE RATING IS NOT APPROVED. 7 1.08 VOLTAGE DROP: FOR CONDUCTORS SIZED PER NEC ON DRAWINGS, INCREASE SIZE BY NUMBER OF STANDARD SIZES SHOWN IN TABLE TO COMPENSATE FOR VOLTAGE DROP. CONTACT ENGINEER FOR ASSISTANCE IF CIRCUIT LENGTH FROM SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN. CCT VOLTS /PH CCT LENGTH FT. UPSIZE 120/1 75 -150 1 120/1 150 -200 2 208/3 OR 277/1 150 -200 1 208/3 OR 277/1 200-250 2 480/3 300 -450 1 480/3 450 -550 2 1.09 TYPE MC CABLE: MC CABLE EQUIPPED WITH A GREEN INSULATED GROUND PERMITTED FOR BRANCH CIRCUITS IN CONCEALED LOCATIONS ONLY SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.10 SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING "WIRENUT" CONNECTORS FOR 8AWG AND SMALLER, OR MECHANICAL COMPRESSION CONNECTORS WITH INSULATION KIT FOR 6AWG AND LARGER. 1.11 BOXES: NEMA 081 IN INTERIOR DRY LOCATIONS, CAST WEATHERPROOF TYPE IN WET LOCATIONS. 1.12 WALL SWITCHES: FED SPEC W-S-896, AC GENERAL USE, 20 AMP, 120 -277 VOLT, TOGGLE HANDLE. INSTALL 48" A.F.F TO CENTER. 1.13 WALL RECEPTACLES: FED SPEC W -C -596, NEMA 5 -20R CONFIGURATION OR AS REQUIRED. PROVIDE IG (ISOLATED GROUND) AND GFCI /WP (GROUND -FAULT CIRCUIT INTERRUPTER) RECEPTACLES WHERE APPROPRIATE OR INDICATED. INSTALL 18" A.F.F TO CENTER, OR AS INDICATED. 1.14 WALL PLATES: SMOOTH PLASTIC. KITCHEN AREA: STAINLESS SILLL 1.15 WALL DEVICE AND PLATE COLOR: MATCH ADJACENT SURFACE, OR AS DIRECTED BY ARCHITECT. PROVIDE ORANGE IG RECEPTACLES. 1.16 MANUFACTURED WIRING SYSTEMS: PERMITTED FOR BRANCH CIRCUITS SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.17 GROUNDING: PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL 16400 - EQUIPMENT 4.01 DISCONNECT SWITCH: NEMA K51, GENERAL DUTY, 3 POLE, S/N IF NEUTRAL IS PRESENT, NEMA 3R ENCLOSURE IF OUTDOORS, LOCK -OFF, NON- FUSIBLE UNLESS INDICATED WITH FUSES. 4.02 DRY -TYPE TRANSFORMER: NEMA ST20, 480:208Y120 CONNECTED, 115 DEGREE RISE, KVA RATING AS INDICATED. INSTALL USING VIBRATION ISOLATORS. STATES WITH REQUIREMENTS FOR ENERGY EFFICIENT TRANSFORMERS PROVIDE NEMA TYPE -TP1, 150' RISE. RE -USE EXISTING IF APPLICABLE. 4.03 PANELBOARD: NEMA PB1 AS SCHEDULED, 20" WIDE SECTION, 225 AMP BUS (100 AMP BUS PERMITTED IF LESS THAN 30 BRANCH POLES). PROVIDE GROUND BUS FOR IG CIRCUITS. INSTALL PER NEMA PB1.1. PROVIDE TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. LOAD CENTERS NOT APPROVED. RE -USE EXISTING IF APPUCABLE AND STILL MEETS CODE REQUIREMENTS. ALL COMBINATIONS OF EQUIPMENT AND MAIN /BRANCH OVERCURRENT PROTECTION SHALL BE FULLY RATED AIC. (NEC 110.9) 4.04 CIRCUIT BREAKER: NEMA AB1 AS SCHEDULED, BOLT -ON, CENTER TRIP, SWD IF SINGLE POLE, COMMON TRIP IF MULTI -POLE, HACR IF REQUIRED BY LOAD. MATCH EXISTING EQUIPMENT. 4.05 FUSE: UL CLASS J. WHEN FUSING EXISTING EQUIPMENT FUSES SHALL BE CURRENT LIMITING AND MATCH EXISTING FUSE MANUFACTURER PROVIDE 3 SPARE OF EACH SIZE AND TYPE INSTALLED 4.06 MAGNETIC MOTOR STARTER: NEMA ICS2, FVNR, SIZE PER MOTOR REQUIREMENTS BUT SIZE 0 MINIMUM, NEMA 3R ENCLOSURE IF OUTDOORS. PROVIDE CLASS 20 HEATERS PER ACTUAL MOTOR NAMEPLATE DATA. PROVIDE 120VAC OR 24VAC FUSED CONTROL CIRCUIT AS REQUIRED. 4.07 MANUAL MOTOR STARTER: NEMA RATED, FHP, SINGLE SPEED, TOGGLE OPERATED, MANUAL RESET OVERLOAD, NEMA 1 ENCLOSURE. 16500 - _LIGHTING 5.01 TENANT - FURNISHED EQUIPMENT: FOR LIGHT FIXTURES AND AUXILIARY ITEMS SCHEDULED AS FURNISHED BY TENANT, RECEIVE, PROTECT, INSTALL, CLEAN, AND LAMP LIGHT FIXTURES AS SCHEDULED, OR EQUAL 5.02 CONTRACTOR - FURNISHED EQUIPMENT: FOR UGHT FIXTURES SCHEDULED AS FURNISHED BY CONTRACTOR, FURNISH AND INSTALL COMPLETE, OR APPROVED EQUAL 5.03 ACCESSORIES: PROVIDE ACCESSORIES, INCIDENTAL MATERIALS AND MOUNTING HARDWARE AS REQUIRED. 5.04 LOCATION: REFER ALSO TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING DETAILS. 5.05 INSTALLATION: PROPERLY INSTALL AND SUPPORT ALL FIXTURES PLUMB AND TRUE, AND FREE OF UGHT LEAKS. CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY PRACTICE. LEAVE PROTECTIVE FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN -UP. INSTALL LIGHT FIXTURES IN RATED CEIUNGS TO MAINTAIN THE RATING OF CEILING. 5.06 EMERGENCY LIGHTING: PROVIDE AND LOCATE EMERGENCY LIGHTING TO MEET LOCAL REQUIREMENTS. 5.07 FLUORESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ELECTRONIC HPF, RAPID START, PARALLEL LAMP OPERATION, CBM, TYPE 1, CLASS P, SOUND RATED A, THDC20 %, CCF<1.5, NAECA COMPLIANT WHERE APPUCABLE, ENERGY SAVING BALLASTS. 5.08 RECESSED INCANDESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE FMC AND 150 DEGREE C FIXTURE WIRE FROM LAMP HOUSING TO INDEPENDENT BRANCH CIRCUIT OUTLET BOX. 5.09 HID FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ANSI C62.4 COMPLIANT, HPF, ENCAPSULATED BALLASTS, ADVANCE SERIES 73B OR EQUAL 5.10 FINAL ADJUSTMENT: AFTER TRADE FIXTURES ARE INSTALLED BY OTHERS, CLEAN ALL LIGHTING FIXTURES, REPLACE ALL EXPIRED LAMPS, AND ADJUST DIRECTIONAL UGHTING AS DIRECTED BY TENANT AND ARCHITECT. 5.11 SIGN DISCONNECT: PROVIDE DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE SIGN AND MAKE FINAL CONNECTIONS. VERIFY LOCATION IN FIELD. SIGN FURNISHED AND INSTALLED BY OTHERS. COORDINATE ALL REQUIREMENTS PRIOR TO BID. 16700 - SYSTEMS 7.01 DATA SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM DATA SYSTEM EQUIPMENT LOCATION TO ALL DATA SYSTEM OUTLETS. FOR NON- PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEIUNG SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND BLANK PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND BLANK PLATE 7.02 TELEPHONE SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM LANDLORD STUB - IN TO BACKBOARD, AND FROM BACKBOARD TO ALL TELEPHONE OUTLETS. FOR NON - PLENUM ACCESSIBLE CEIUNG SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY. BUSH ALL RACEWAY ENDS. A RACEWAY CAN BE STUBBED FROM OUTLET BOXES TO CEIUNG SPACE WHERE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND TELEPHONE PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND TELEPHONE PLATE. PROVIDE 3/4" FIRE-TREATED PLYWOOD BACKBOARD OF SIZE REQUIRED FOR TELEPHONE EQUIPMENT. PROMPTLY NOTIFY TENANT WHEN ROUGH -IN INSTALLATION IS COMPLETE. 7.03 SECURITY SYSTEM ROUGH -IN: PROVIDE CONTINUOUS RACEWAY SYSTEM WITH PULL WIRE AS INDICATED FOR INSTALLATION OF SECURITY SYSTEMS BY OTHERS. 16721 FIRE ALARM SYSTEM 7.04 THE TENANT'S ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERATIONAL EXTENSION OF THE LANDLORD'S ARE ALARM SYSTEM. THE SYSTEM SHALL CONSIST OF ALL DEVICES INDICATED ON THE DRAWINGS. THIS EQUIPMENT SHALL BE OF THE SAME MANUFACTURER AND SERIES AS THE EXISTING SYSTEM. ALL EQUIPMENT INSTALLATIONS AND WIRING WITHIN THE TENANT SPACE SHALL BE BY THE TENANT'S ELECTRICAL CONTRACTOR. ALL EQUIPMENT, DEVICES, WIRING, AND CONNECTIONS TO THE LANDLORD'S SYSTEM OUTSIDE THE TENANT'S SPACE SHALL BE BY THE LANDLORD'S CONTRACTOR AT THE TENANT'S CONTRACTOR'S EXPENSE. GENERAL ELECTRICAL NOTES A. ALL CORE BORING, TRENCHING AND PATCHING OF CONCRETE SLAB FLOORS AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE BY THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL BE IN COMMON TRENCH WHERE PRACTICAL FINISH ALL SURFACES TO MATCH EXISTING SURFACES. CUTTING OR WELDING OF STRUCTURAL MEMBERS SHALL BE ALLOWED ONLY WITH WRITTEN APPROVAL OF THE LANDLORD, STRUCTURAL ENGINEER AND ARCHITECT. MAINTAIN RATINGS OF ALL ASSEMBLIES. B. ALL CUTTING AND PATCHING OF THE ROOF AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE PROVIDED BY THE LANDLORD'S ROOFING CONTRACTOR AT THE TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. C. EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING MAY BE RE -USED WHERE APPLICABLE AND MEETS CURRENT CODE REQUIREMENTS, UNLESS OTHERWISE NOTED. D. REMOVE ALL EQUIPMENT, DEVICES, EXPOSED CONDUIT AND WIRING NOT BEING RE -USED. E. COORDINATE WITH THE LANDLORD IF CONCEALED CONDUIT NOT BEING RE -USED MAY BE ABANDONED IN PLACE. F. SPECIFIC CIRCUITS WERE CHOSEN IN ACCORDANCE WITH THE INFORMATION AVAILABLE IN ORDER TO CORRESPOND TO THE EXISTING INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL MAKE MAXIMUM PRACTICAL USE OF EXISTING CONDUIT AND WIRING AND RE- ASSIGN CIRCUITS AS REQUIRED. PROVIDE NEW TYPE WRITTEN DIRECTORIES IN PANELBOARD DOOR(S). G. THE CONTRACTOR CAN COMBINE HOMERUNS WHEN CONDUIT AND WIRE CODE REQUIREMENTS ARE ADHERED TO. H. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGE AND PHASE OF ALL MECHANICAL EQUIPMENT FURNISHED BY OTHERS PRIOR TO ANY ROUGH -IN. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND EQUIPMENT FURNISHED, NOTIFY THE ENGINEER AT (952)346 -4180. I. ALL UNE VOLTAGE WIRING SHALL BE IN E.M.T. OR RIGID CONDUIT. PVC MAY BE USED WHEN BURIED. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION FROM A J -BOX OR OVER CURRENT DEVICE TO A UGHT FIXTURE, MOTOR, APPLIANCE, ETC PER N.E.C., MAXIMUM LENGTH 6 FEET. LIQUIDTIGHT COATED PVC SHALL BE USED IN ALL DAMP OR WET LOCATIONS. TYPE BX, ROMEX OR ARMORED CABLE SHALL NOT BE ALLOWED. J. ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL OF THE ENGINEER, (952)346 -4180. K. ALL PANELBOARDS SHALL BE BALANCED BETWEEN PHASES AS PER LANDLORD REQUIREMENTS, ADJUST CIRCUITING AS REQUIRED PER FIELD CONDITIONS. L ALL EMERGENCY AND EXIT UGHTING SHALL MEET OR EXCEED THE LOCAL AUTHORITIES REQUIREMENTS. ADJUST THE INDICATED SYss LM AS NEEDED, COORDINATE WITH THE LOCAL AUTHORITY PRIOR TO BID. M. TENANTS ELECTRICAL CONTRACTOR SHALL DISCONNECT, REMOVE AND DISPOSE OF ALL EQUIPMENT, DEVICES, CONDUIT, WIRE, ETC., NOT BEING RE -USED. N. ELECTRICAL MATERIALS REQUIRING DISPOSAL TO A HAZARDOUS CLASSIFICATION SHALL BE DISPOSED OF AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ALL COSTS SHALL BE INCLUDED IN THE CONTRACT. UPON REQUEST, CERTIFICATION OF PROPER DISPOSAL SHALL BE SUBMITTED TO THE OWNER. 0. LOCATE, IDENTIFY AND PROTECT ALL ELECTRICAL SERVICES PASSING THROUGH THE TENANT SPACE. WHEN SERVICES MUST BE INTERRUPTED, COORDINATE WITH LANDLORD AND OWNER PRIOR TO ANY CONSTRUCTION. �- f, B-•� I �T RECE ED er r F T DEC 06 2007 Pbhivli I I;LL I EFL FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Approvals: Consultants Sheet Title SCALE: DRAWN BY: Sheet No. XXI SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 NO. DATE REVISION Job No. 2K -617 CHECKED BY: TBA DATE: SEPT., 2007 TBA E8.0.0 SEP 032009 FINAL U. SUOMMTTAL AND I1/00101 MOP FIOR FLAN OHMIC ELECTRICAL SPECIFICATIONS Concrete Types Schedule Type of Concrete Minimum Cementitious Content Ib. /cu.yd. Maximum Water Cement Ratio Specified 2S-day Compressive psi Specified Slump Range f orth Placement Inches Specified Air Content Range % by volume Maximum Size Aggregate inches • Spread Footings 470 0.60 3000 5 0 -3 Entrapped 1 2 • Interior Concrete 564 0.48 4000 3 -5 0 -3 Entrapped 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ FvIRE1VE SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 - 2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants ztt USSEE •. • . ' �" N. 4 5�. E. ,, ; - i .', , , { a. � ZitinZES ` =_� NO. DATE REVISION FINAL LL SUBMITTAL AND II /O8 /07 ISSUED FOR FLAN CHECK: Sheet Title GENERAL NOTES Job No. 2K -617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB Sheet No. s1.o.o GENERAL NOTES Design Criteria Building Code: 2006 International Building Code 1. Design live loads A. Floor loads 1.1. Retail 1.1.a. First floor 1.1.b. Upper floors 1.2. Stairs and exits B. Roof loads 1.1. Minimum roof live load 1.2. Ground snow load 1.2.a. Snow exposure factor (ce) 1.2.b. Snow importance factor (Is) 1.3. Flat roof snow load (Pf) 1.4. Rain on snow 1.5. Total design snow load 1.6. Design roof live load 2. Design wind loads A. Basic wind speed (3 second gust) 2.1. Exposure 2.2. Importance factor (1w) B. Components and cladding: use the most stringent wind load obtained from code, underwriter criteria (Factory Mutual, etc.), and the project specifications. Cladding manufacturer shall consider increased pressure coefficients at building perimeter, corners, eaves, and rakes. Loads noted in general notes are obtained from code. 3. Seismic = 0.488 Ss = 1.424 General SD5 = 0.854 Sol = 0.781 Seismic importance factor (le) Seismic use group Seismic design category Seismic site class Response Modification factor (R) Seismic Response Coefficient (Cs) Basic seismic force resistance system Analysis procedures =100 psf = 75 psf =100 psf = 20 psf = 25 psf = 1.0 = 1.10 = 25 psf = 5 psf = 25 psf + drifting = 20 psf = 90 mph C = 1.15 1.25 II 6.0 0.178 Concentrically braced frame Equivalent lateral force method 1. The structure or its modifications are designed to be self - supporting and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, needling, underpinning, or sheet piling, etc. that may be necessary to brace new construction, adjacent buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structures. Temporary supports shall be maintained in place until permanent supports and /or shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in the state where the project is located in the employ of the contractor. 2. Fall protection support from perimeter columns shall be provided in accordance with OSHA requirements as required. Such material shall remain the contractor's property after completion of the project. 3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases of construction. 4. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed. 5. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and reshoring is the responsibility of the contractor. 6. Principal openings through the framing are shown on these drawings. The general contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the mechanical contractor. Providing all openings required by the mechanical, electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's attention for review. 7. The existing conditions shown on these documents were based upon existing drawings prepared by ANF & Associateas 6/12/2007. The contractor is responsible for field verifying all existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any of the work in question. 8. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in kind. The contractor shall keep all existing systems in operation during the construction phase of the project. 9. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner. 10. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of "Typical Details ". 11. Work these drawings with architectural, mechanical, and electrical drawings. 12. Do not scale drawings. 13. Any discrepancies between structural and architectural drawings shall be brought to the attention of the architect and structural engineer. 14. Should any of the general notes conflict with any details or instructions on plans, or in the specifications, the strictest provision shall govern. 15. Shop drawings and submittals: A. These drawings shall be checked and coordinated with other materials and contracts by the general contractor and shop drawings and submittals shall bear the contractor's review stamp with the checker's initials before being submitted to the architect for approval. B. When the fabricator has been authorized to use the architect and engineer's drawings as erection drawings, the fabricator must remove all title blocks, professional seals and any other references to the architect and engineer from that erection drawing. The fabricator's name and title shall be placed on the erection drawings. C. Where dimensions and elevations of existing construction could affect the new construction, it is the contractor's responsibility to make field measurements in time for their incorporation in the shop drawings. Existing Foundation 1. Foundation design is based upon an assumed bearing pressure of 1000 psf on firm undisturbed soil. A Geotechnical engineer shall be retained by the owner to field verify that the existing soils yield an allowable bearing pressure equal to or greater than the assumed value. The structural engineer shall be notified immediately if any discrepancies are discovered between field conditions and those presented herein. 2. A soils testing laboratory shall be retained by the owner to provide construction review to insure conformance with the construction documents during the excavation, back fill, and foundation phases of the project. 3. It shall be the responsibility of the soils testing laboratory to: • Determine topsoil and excavation stripping depth; • Inspect all subsoil exposed during stripping, site grading, and excavation operations; • Approve fill materials, perform density tests of fills to insure placement per specification requirements; • Inspect foundation bearing surfaces. • Field verify assumed bearing pressure and coordinate with Geotechnical engineer. 4. Top of footing elevations, footing steps and thickness of footings are shown on the drawings and are based upon the information from the geotechnical report and the civil drawings available at the time of design. The top and bottom of footing may vary depending on the conditions encountered at the site. If proper foundation bearing is found to be deeper than that shown on the drawings then foundations shall be thickened maintaining the top of footing elevation to assure proper foundation bearing. The contractor shall submit unit prices for such work and shall qualify the extent of work in the base bid. If top of footing elevations need to vary for final site conditions then the general contractor shall coordinate the effort of other trades. 5. Step footings, where required, at a ratio of one (1) vertical to two (2) horizontal with a maximum vertical step of 2' -O" unless noted otherwise. 6. Inundation and long term exposure of bearing surfaces, which will result in deterioration of bearing formations, shall be prevented. Footings shall be placed immediately following footing excavations and bearing surface inspection. 7. Back filling against pit walls shall not be permitted until the supporting floors are in place and are able to resist the imposed lateral forces except for cantilever retaining walls or unless noted otherwise on drawings, the walls are supported by the floor above and below. Proper temporary bracing may be used in lieu of the floor support based upon the design by a professional engineer. The design of temporary bracing is the total responsibility of the contractor. 8. All fill materials shall be free of organic contaminations and other deleterious matter. 9. For back fill against walls, footings, etc., place in 8" thick layers, with each lift compacted at near optimum moisture content, until a minimum in place density of 95% of the maximum density as determined by ASTM D698 is achieved. 10. Notify structural engineer of any unusual soil conditions. Concrete 1. All concrete construction shall conform to ACI 301, "Specifications for Structural Concrete" and ACI 302, 305 and 306 unless noted otherwise for the year referenced in the building code noted. 2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI 318, "Building Code Requirements for Structural Concrete" ACI 117, and the latest ACI detailing manual. 3. Notes: A. All cement shall be Type I or Type III Portland Cement per ASTM C150. Types IA and IP are not acceptable. Use one brand of cement throughout project. B. Minimum cementitious content shall consist of 100% cement. C. Flyash is not permitted. D. Ground granulated blast furnace slag (GGBFS) is not permitted. E. All admixtures other than superplasticizers shall be added at the batch plant. Superplasticizers, designed for addition to the mix at the plant, may be added at the batch plant with verifications from the structural engineer and verifications that the water -to- cement ratio has not been exceeded. Superplasticizers added at the site shall be sent in pre - measured containers from the batch plant. F. All concrete used for cast -in -place concrete slabs shall contain the specified water reducing or water reducing /retarding admixture. All concrete slabs, placed at air temperature below 50T shall contain the specified non - corrosive, non - chloride accelerator. All concrete placed at air temperature above 80' shall contain specified water - reducing /retarder admixture. All concrete required to be air - entrained shall contain an approved air - entraining admixture. All pumped concrete shall contain the specified high -range water - reducing admixture. Concrete with a water - cement ratio above 0.40 to 0.60 shall contain the specified water reducer. G. All concrete requiring a high slump for placement (i.e. pumping, drilled piers, etc.) shall contain mid -range and high -range superplasticizer. Increased slump may not be achieved by exceeding the specified maximum water cement ratio. Maximum slump is 8 inches with use of water reducing admixture (ASTM C494). H. Calcium chloride shall not be permitted nor shall any admixture containing calcium chloride be permitted. 4. No electrical conduit shall be placed above the welded wire fabric or top reinforcing of slabs. 5. All aluminum in contact with concrete or dissimilar metals shall be coated with two coats coal tar epoxy, approved by the architect, unless otherwise noted. 6. Concrete shall be discharged at the site within 1 1/2 hours after water has been added to the cement and aggregates. Addition of water to the mix at the project site will not be permitted. All water must be added atthe batch plant. Slump may be adjusted only through the use of additional water reducing admixture or high range water reducing admixture. 7. All concrete shall be placed without horizontal construction joints, except where specifically noted. Horizontal reinforcement shall be continuous through vertical construction joints. 8. All exposed edges of concrete members shall be chamfered 3/4" unless shown otherwise on architectural drawings. 9. See architectural drawings for concrete finishes, masonry anchors, and for miscellaneous embedded plates, bolts, anchors, angles, etc. 10. The placement of sleeves, outlet boxes, box -outs, anchors, etc., for the mechanical, electrical and plumbing trades is the responsibility of the trade involved; however, any box -outs not covered by typical details in the structural drawings shall be submitted for approval. 11. Reinforcing steel shop drawings shall indicate the sequence in which layers of crossing reinforcing should be placed in order to produce the correct outermost layers as indicated on the drawings. 12. Reinforcing bars shall conform to ASTM A615, grade 60. No tack welding of reinforcing in the field will be permitted. 13. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in flat sheets and installed on chairs. 14. Wire bar supports shall be furnished for all reinforcing within slabs, inclusive of wire welded fabric. bottom bars in slabs on grade may be supported by other suitable supports. Reinforcing shall be properly positioned prior to concrete placement and may not be re- positioned once concrete operations have begun. Wire bar and other types of supports shall be in accordance with the concrete reinforcing steel institute manual of standard practice. 15. Reinforcement shall be continuous through all construction joints unless otherwise noted on drawings. 16. All hooks shown on drawings shall be standard hooks unless otherwise noted. 17. Where continuous bars are called for, they shall run continuously around corners and be lapped at necessary splices, or hooked at discontinuous ends. Lap lengths shall be as given in the splice and development table. Lap beam top bars at mid -span and beam bottom bars at supports, unless otherwise noted. 18. Provide additional reinforcing at the sides and corners of all openings in concrete in accordance with the typical details. Minimum additional requirements are as follows: (2) - #5 top and bottom in slabs (2) - #5 each face in walls (2) - #5 x 4' -0" long diagonally each corner of opening 19. Extend bars a minimum of 2' -0" beyond openings, hook where extension is not possible. Minimum Lop Splice and Anchorage Dimension Table 1. Bar size # # # Lap 28" 37" 47" 3000 psi normal weight concrete, Fy =grade 60,non- coated bars Top Bars Other Bars Anchorage 22" 29" 36" Bar Size Lap #3 22" #4 29" #5 36" 2. 4000 psi normal weight concrete, Fy =grade 60, non - coated bars Bar Size # # # Top Bars Lap 24" 33" 41" Anchorage 19" 25" 31" Bar Size #3 #4 # Other Bars Lap 19" 25" 31" Anchorage 17" 22" 28" Anchorage 15" 19" 24" 3. When lapping two different size bars, use the lap dimension of the smaller bar or the anchorage dimension of the larger bar. Use whichever dimension is larger. Minimum Concrete Cover for Reinforcina 1. Concrete reinforcing shall be placed per the tolerances of ACI 117 and ACI 318 regarding minimum cover. 2. Location Minimum Cover • Footings and grade beams cast against and permanately exposed to earth • Slabs on grade 1/3 slab thickness from top of slab 3 " 3. Maximum deviation from the above requirements shall be ±1 inch for sections 10 inches thick or less; and ±2 inch for sections over 10 inches thick. See ACI 318 -95, section 7.7.1 for conditions not listed. Structural Steel 1. Detailing, fabrication, and erection shall conform to the latest AISC specifications. Structural Steel: (W shapes) ASTM A992 (Fy= 50ksi) (M, 5, C shapes) ASTM A36 uno (Plate, Angles) ASTM A36 uno All anchor rods shall be ASTM A36 (UNO). All structural steel shall be primed white or light gray; asphaltic paints are not acceptable. 2. Connections shown on these drawings are generally schematic. They are intended to define the spatial relationship of the framed members and show a feasible method of making the connection. Any connection that is not shown or is not completely detailed on the structural drawings shall be designed by a registered professional engineer, retained by the fabricator. Details and connections may be designed to conform to AISC manuals second edition -LRFD or ninth edition -ASD. Completely detailed means the following information is shown on the shop detail drawings: A. All plate dimensions and grade. B. All weld sizes, lengths, pitches and returns. C. All hole sizes and spacings. D. Number and type of bolts: where bolts are shown but no number is given, the connection has not been completely detailed. E. Where partial information is given, it shall be the minimum requirement for connection. F. Method of design. 3. Details and connections completely detailed in the contract drawings may not be altered without written approval by the engineer. Where approved, altered connections shall be completely detailed by the fabricator's engineer clearly on the shop drawings. 4. Alterations of schematic connection details may impact architectural concept and shall not be made without prior written approval of the engineer. 5. Minimum connection plate thickness shall be 3/8", unless otherwise indicated in the contract drawings. 6. Unless otherwise noted, beam to beam connections and beam to column connections shall be double angle (t= 5/16 ") framed beam connections shop welded per Table III, AISC manual (ninth edition -ASD) for using weld A, and using 3/4" diameter ASTM 325 -n bolts in standard or horizontally slotted holes for the field connection. The minimum length of connection angles shall be equal to one -half the depth of the member to be supported. 7. All bolts shall be considered bearing bolts. Do not over tighten bearing bolts, especially for beams to support concrete slabs. Tighten bearing bolts to a snug condition only, per AISC specifications. 8. All welding shall be done using E -70xx electrodes in accordance with the latest AWS specifications. 9. Work these drawings with architectural drawings for nailer holes and architectural clearances. 10. General contractor shall verify all structural beam locations, mechanical unit weights and opening sizes and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased. 11. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of the structural engineer. 12. Cuts, holes, coping, etc. required for work of other trades shall be shown on the shop drawings and made in the shop. Cuts or burning of holes in structural steel members in the field will not be permitted, unless specifically approved in each case by the structural engineer. 13. All weld sizes not shown in details herein shall be the minimum required size based on thickness of thicker part as per AISC ninth edition, tables J2.3 & J2.4. exception: at member splices welds or bolts shall develop full strength of the member or components being connected. 14. All around welds indicated herein shall be discontinuous at the flange tips of open sections. 15. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely detailed connections shown on the contract drawings must be clearly identified by clouding or by direct note on the shop drawing by the detailer prior to submission to the engineer. 16. Any member sizes shown on the plans, and currently listed in the AISC, ASD, or LRFD manual of steel construction, latest edition, which are not currently available must be brought to the architect and structural engineers attention prior to award of steel contract. No claim for additional cost will be accepted after the award, for member /built up member substitutions for these sizes. Steel Stairs 1. All stair landings, stairs and stair supports to be designed by stair manufacturer. Supply design calculations and drawings stamped by an engineer registered in the state where the project is located to the structural engineer for review. Live load 100 psf. Stair manufacturer shall provide all posts, brackets, hangers, etc. to support stairs. Hangers and posts shall be located in partition walls. Posts or hangers shall load the structure concentrically. ABBREVIATIONS A.B. ADD'L. AFF ARCH. B.R BLDG. BLK. BM. BOT. BRDG. BRG. BTJ CANT' L. C.I.P. C.J. Q CLR. CMU COL. CONC. CONSTR. CONT. C.Y. DEL DIAG. DIAGONAL 0 or DIA. DIAMETER DJ DK. D.L. DWG. OWLS EA. E.F. E.J. EL. ELEV. E.S. EQ. EQUIP. E.W. DOUBLE JOIST DECK DEAD LOAD DRAWING DOWELS EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EACH SIDE EQUAL EQUIPMENT EACH WAY EXP. EXPANSION (E) or EXIST. EXISTING EXT. EXTERIOR F /BLDG. FACE OF BUILDING F /CONC. FACE OF CONCRETE F.D. FLOOR DRAIN FIN. FINISH FLG. FLANGE FLR. FLOOR F.S. FAR SIDE OR FOOTING STEP FT. FEET FTG. FOOTING GA. GAUGE G.B. GRADE BEAM G.C. GENERAL CONTRACTOR GALV. GALVANIZED HD'D. HEADED HORIZ. HORIZONTAL I.F. INSIDE FACE INT. INTERIOR J/B JOIST BEARING JST. JOIST JT. JOINT k KIP L.L LIVE LOAD ( LLH LONG LEG HORIZONTAL L ) LONG LEG VERTICAL LW LONG WAY MAS. MASONRY MC MOMENT CONNECTION MECH. MECHANICAL MFR. MANUFACTURER MTL METAL (N) NEW (NIC) NOT IN CONTRACT N.S. NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER O.F. OUTSIDE FACE 0/0 OUT TO OUT OPP. OPPOSITE PC PRECAST CONCRETE PLATE PLCS. PLACES P.S.F. POUNDS /SQUARE FOOT P.S.I. POUNDS /SQUARE INCH RAD. RADIUS R.D. ROOF DRAIN REINF. REINFORCING REQ'D. REQUIRED RET. RETAINING SECT. SECTION SIM. SIMILAR TO S.O.G. SLAB ON GRADE SPA. SPACES SQ. SQUARE STIFF. STIFFENER STL STEEL STRUCT. STRUCTURAL SW SHORT WAY SYM. SYMMETRICAL T/ TOP OF TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL W.P. WORK POINT W.W.F. WELDED WIRE FABRIC W/ WITH ANCHOR BOLTS ADDITIONAL ABOVE FINISH FLOOR ARCHITECTURAL BASE PLATE BUILDING BLOCK BEAM BOTTOM BRIDGING BEARING BOLTED TIE JOIST CANTILEVER CAST -IN -PLACE CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CUBIC YARD DETAIL REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC 2 8 207 City Of Tukwila BUILDING DIVISION RECT,VED . DEC 0 6 2001 F'EhIvII I (;fGV l tH • THORSON BAKER 3030 West Streetsboro Road Richfield, Ohio 44286 & Associates, Inc. Consulting Engineers (330) 659 -6688 Ph. (330) 659 -6675 Fax FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ F O IR IE V E IR. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 - 2888 Consultants MESH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants , e O . �& tUSSQL4`,, ° -; . l S NO. DATE REVISION FINAL LL 5U6MITTAL AND II /O& /01 IS5UED FOR FLAN GHiwGK Sheet Title FOUNDATION PLAN Job No. 2K-617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB Sheet No. S2.O.O (A)- Ka } C D T T r T z T - --I- rr - . -1- 1- I- 25' -9 "± NOTES: r \ 4 f 1= - - -.t , -. WI' I 30' --0 "± EXISTING FOUNDATION PLAN 1 ;,- - I l .- ' I N) 1 H 1 , I + - -- . a - F i f - -i __9 1 r - , l , I F3.0 DENOTES 3'- 0 "x3'- 0"x1' -0" W/(4) - #4 E.W. BOT. T/F = ( 0' - 8") HATCH DENOTES EXTENT OF NEW SLAB ON GRADE OVER 10 MIL VAPOR BARRIER AND 4" LAYER OF GRANULAR FILL BELOW SLAB (UNO). DENOTES NEW SLAB ON GRADE - TOP OF SLAB ELEVATION = O' -0 ", PROJECT DATUM ELEVATION = XXX'XX" USGS. - ELEVATIONS NOTED THUS ( +X' -X ") ARE TO TOP OF FOOTING REFERENCED FROM SLAB ON GRADE ELEVATION (UNO). - TOP OF INTERIOR FOOTING ELEVATION = (- 0' -8") (UNO). - PROVIDE (2) #4x3' -0" LONG AT ALL REENTRANT CORNERS. - COORDINATE ELEVATOR PIT DIMENSIONS WITH MANUFACTURER'S REQUIREMENTS. - SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND ANY FLOOR DEPRESSIONS, UNDERFLOOR CONDUITS, DRAINS, ETC. - SEE SHEET 51.0.0 FOR GENERAL NOTES. - SEE THIS SHEET FOR TYPICAL DETAILS. - (E) DENOTES EXISTING CONSTRUCTION. - (E) GB -1 DENOTES 14 "x14" GRADE BEAM. TOP OF GRADE BEAM = (- 1' -6 ") - (E) GB -5 DENOTES 48 "x48" GRADE BEAM. TOP OF GRADE BEAM = (- 1' -6 ") 33'-10"± (E) GB -1 (E) GB -1 - NEW FLOOR CONSTRUCTION: 5" CONCRETE SLAB ON GRADE W/ #4 @18" O.C. © MID - HIEGHT EA. WAY <19> 26' -2 "± (E) GB - U n C2 0> I . -- III II ,- I i 1 �1.77E, � T - I II " II ;H,III ` II 0 w w cn Qa CONTROL JOINT (SEE PLAN FOR LOCATIONS) NEW SLAB w INFILL VAPOR BARRIER #4x18" 0) 24" O.C. DRILL LAP VAPOR INTO EXIST. SLAB AND GROUT SOLID USING HILTI BARRIER HIT HY150 ANCHORAGE SYSTEM (OR EQUAL) TYPICAL SLAB INFILL DETAIL TYPICAL BASE PLATE DETAIL BONDING AGENT HOLES FOR " 0 ANCHOR RODS TUBE COLUMN FLUSH BASE I. DIAMOND OR ROUND INFILL BOND BREAKER REINFORCING SEE SCHEDULE DETAIL 2 — SEE TABLE GENERAL NOTES . 4 11 - - VAPOR BARRIER GRANULAR FILL (SEE PLAN NOTES) l SEE SCHEDULE EQUAL EQUAL SECTION 3 " 4 =1 - 0 " 7 1 xT /10 OR 1" MIN. DEEP SAWCUT (SAW WITHIN 2 HRS.) TYP TYP. 3 SIDES SUMP PIT DETALL 8" EMBED. EXISTING SLAB EXISTING VAPOR BARRIER a SUMP PIT COORD. SIZE AND LOCATION WITH ARCH. POST BY STAIR MANUFACTURER #5 12" TYP. BASE PLATE & A.B. BY STATE MANUFACTURER TOP OF SLAB SEE PLAN FOR ELEV. 0 I— D 0 CC c� x W NEW SLAB INFILL #4x18" CAD 24" O.C. DRILL INTO EXIST. SLAB AND GROUT SOLID USING HILTI HIT HY150 ANCHORAGE SYSTEM (OR EQUAL) BONDING AGENT HEAVY HEX NUT WITH OVERSIZED WASHER. TACK WELD TO ROD. TYPICAL AN -CHAR ROD DETAIL (A36 ANCHOR RODS) CONTRACTORS OPTION. 21 '0 EXP BOLT r STEEL STAIR W/ 32 MIN. EMBED. / STRINGER K B ) 4 " -1 - 0 " STAIR STRINGER SUPPORT SECTION PROVIDE DETAIL WATERSTOP PER ELEV. MFR (WATERSTOP RX AS MFR BY GREENSTREAK) w O z w a * Q l • (2) - #5 TOP 4 SIDES OF OPENING #4x2' -0 "LG DOWELS CAD 2' -0" O.C. POSITION AT MID -DEPTH DRILL & ANCHOR INTO EXIST. GRADE BEAM WITH HIL11 HIT HY150 ADHESIVE (6" EMBED) FOUNDATION, PIER, PILE CAP, ETC. • CONTRACTOR MAY USE LEVELING NUTS OR LEVELING PLATES AT • AN INCREASE IN GROUT THICKNESS FOR LARGE BASE PLATES IS PERMISSABLE IF APPROVED BY THE ENGINEER. COORDINATION DUE TO INCREASE IN GROUT THICKNESS FOR OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4 • k • A OPENING FOR HYDRAUUC SHAFT 8" • tb • BOND BREAKER b w TYP. o 2 SIDES #5 © 12" E.W. TOP WATERPROOFING SEE ARCH. FOR EXTENTS #4 © 12" E.W. TYP. 4 SIDES NOTES: - COORDINATE ALL DIMENSIONS AND DETAILS WITH ELEVATOR MANUFACTURER - FOR SUMP PIT SEE DETAIL 'A' THIS SHEET * TYPICAL PIT DEPTH. COORDINATE ACTUAL PIT DEPTH WITH MANUFACTURER AND ARCH. REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC DEC 2 8 2007 City Of Tukwila BUILDING DIVISION ..D ;,I A DEC 0 6 20(17 F' ci�IV hI I tact \I I LIB ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659 -6688 Ph. (330) 659 -6675 Fax FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ FcD E1/ F'2 SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 - 2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultapts , - • j wssa F B '''AS f . 2'o _� I _. - -A :VIiTi i NO. DATE REVISION FINAL LL SUBMITTAL AND II /O8 /01 ISSUED FOR PLAN CHECK, Sheet Title SECOND FLOOR FRAMING PLAN Job No. 2K -617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB Sheet No. 53•010 ( A ti r C B ) ( - ZH it7 N -- - - - - -- I E L_J NOTES1 I H (18) (19) (20) (22 (24) C25) '__/ 1 7 25 -9"± I 30 331-10"± j 261-2"± ,, 30'-O"± . 281-9n± X 28 301-0"± 1 2' -6 "± I I (E) W14X22 (E) W12x19 (E) W21x44 (E) W16x26 (E) W14X22 (E) W16x26 (E) W12X14 (E) W16x26 (E) W14X22 (E) W14X22 (E) W21 X55 (E) W16x26 (E) W12X14 C) N N w (E) W12X14 (4" TOTAL THICKNESS) (E) W18x40 OPENING FRAME BY LANDLORD (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W21x57 (E) W16x36 I I I S ECOND FLOOR FRAMING PLAN x N N w X (E) W16x26 25 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (UNO). ELEVATIONS ARE REFERENCED TO SLAB ON GRADE ELEVATION OF 0 -0 ". - SEE SHEET S1.0.0 FOR GENERAL NOTES. - SEE THIS SHEET FOR TYPICAL DETAILS. - COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS AND EDGE OF SLAB LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. - (E) DENOTES EXISTING CONSTRUCTION. (E) W12x14 (E) W24x68 - EXISTING FLOOR CONSTRUCTION 3" CONCRETE SLAB ON TOP OF 1 "x26GA METAL CENTERING - TOP OF CONCRETE ELEVATION = 17' -•6" AND JOIST BEARING ELEVATION= 16' -11" C x N w H I I (E) W18x35 (E) W18X35 (E) W18X35 STAIR FRAMING BY OTHERS REFERENCE GENERAL NOTES (E) W18X35 (E) W18X35 (E) W18X35 (E) W18X35 (E) W21X44 (E) W18X40 (E) W18X40 (E) W18X40 (E) W18X40 (E) W18X40 (E) W21 X50 10 x N w oo N N w I I La N x N I (E) FLOOR TO BE REMOVED (E) W14x22 (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W14X22 (E) W14X22 (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 ANGLE FOR ELEVATOR DOOR BY G.C. COORDINATE LOCATION WITH ELEV. SHOP DWGS. (E) W12X14 N W (E) W12X14 2' — O" t (E) W12X14 I (E) W12X14 (E) W12X14 (E) W16x26 (E) W16x26 (E) W16x31 (E) W16x31 (E) W16x26 (E) W16x26 (E) W24x55 WALL BEYOND 3012 TYPICAL SLAB EDGE AT ELEVATOR DOOR SECTION SAWCUT ---� SECTION A " =1' -O" 4 [ (E) FLOOR FRAMING VARIES SEE ARCH. STRINGER BY MANUFACTURER " =1' -0" 4 u0 10 x N w H 10 x N w I CT -STUDS CAVITY SHAFTWALL SYSTEM J TRACK CONNECTION TO STAIR BY MANUFACTURER SECTION (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 BEAM SECTION A"-1 4 POUR CONCRETE AFTER STAIR IS INSTALLED CUT CONCRETE AT BEAM CENTERLINE W21x44 EXISTING (E) W12X19 (E) W12X14 x (E) W12x19 cg (E) FLOOR FRAMING C x cc w Lu HMI I X I C co � I � w w I'I l z co N w _ • I CT -STUDS CAVITY SHAFTWALL SYSTEM J TRACK (E) W16x26 N (N N w (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W14X22 (E) W16x26 (E) W21x44 (E) W12x22 (E) W16x36 (E) FLOOR FRAMING SECTION . " =1' -0" 4 J TRACK N uJ SECTION , -0 " 4 (E) W16x26 6x26 co cc x 6x26 6x26 6x26 6x26 x26 (E) W16x26 (E) W16x26 10 N w w 10 r) X CO w x N w I I go- NOTES: 8' -10" COORD. ELEVATOR FRAMING -- PROVIDE W8X18 HOIST BEAM AT TOP OF ELEVATOR SHAFT. COORDINATE PLAN LOCATION AND VERTICAL ELEVATION WITH ELEVATOR SUPPLIER. L6x4xi (LLV) EACH SIDE OF COLUMN J (2) -2 "o THRU BOLTS IN LONG VERT. SLOTS. HAND TIGHTEN, BURR THREADS 4• SECTION 4 " = -0" METAL FLOOR DECK ELEVATOR RAIL HOIST BEAM SUPPORT COLUMN COLUMN, I I I I SEE PLAN I I I I I NOTCH BENT PLATE AND SLAB TO ALLOW FOR COLUMN L2x2x TYP. HOIST BEAM DEC 82:', REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC City Of Tukwila B UILDING DIVISION T /(E) STEEL a> 16 L6x4x s x 6" LG. N.S. & F.S. OF COLUMN WITH (2) -4 "0 THRU BOLTS IN VERT. SLOTS, HAND TIGHTEN, BURR THREADS AND (2) s "0 HILT! KWIK BOLT 3 TO SLAB < cyry f ;EE6(:t =E3 g DEC 0 6 2007 Hti - Orin I (.;tl") I tH THORSON BAKER 3030 West Streetsboro Road Richfield, Ohio 44286 & Associates, Inc. Consulting Engineers 330 659 -6688 Ph. 330 659 -6675 Fax