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HomeMy WebLinkAboutPermit D02-095 - BAKHCHINYAN RESIDENCE - DECK D02-095 Bakhchinyan Residence - - , - _ ...F.. 4 ,'""'"' w AI ity 1 f ukw • J� Cof lla r Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 1523049100 Permit Number: D02-095 w Address: 13347 34 AV S TUKW Issue Date: 04/17/2002 D Suite No: Permit Expires On: 10/14/2002 U C CO Tenant: U) = Name: BAKHCHINYAN RESIDENCE N Address: 13347 34 AV S, TUKWILA, WA , 0 2 Owner: J Name: BAKHCHINYAN SERGEY A Phone: (206)000 -0000 U- Address: 13347 34TH AVE S, TUKWILA WA = d H LLI Contact Person: z t Name: SERGEY BAKHCHINYAN Phone: 206 - 244 -4384 Z 0 Address: 13347 34 AV S, TUKWILA, WA ttt W ? Q . Contractor: (-) w Name: OWNER AFFIDAVIT IN FILE Phone: p F- Address: , w W Contractor License No: Expiration Date: H t? . u_ o DESCRIPTION OF WORK: iii Z CONSTRUCT A 216 SQ FT UNCOVERED DECK ADDITION. U O F" z Value of Construction: $2,453.76 Fees Collected: $141.86 • Type of Fire Protection: Uniform Building Code Edition: 1997 ' Type of Construction: Occupancy per UBC: 27 t Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: . Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. _ Landscape Irrigation: N Moving Oversize Load: N Start Time End Time: <F'; Sanitary Side Sewer: N l' f x* Sewer Main Extension: N Private: N Public: N Storm Drainage: N ., Street Use g N svr "a Water Main Extension: N Private: N Public: N l 4 ' ° )' v Water Meter: . °fi=r Channelization / Striping:: <<r 5; ** Continued Next Page ** : t ;. ;Vek ., doc: Devperm D02 -095 Printed: 04 -17 -2002 , , 4 tf1BRFfft�"�;r++ +,t Alt City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Sze Date: '���, d •2 w 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 6 ordinances governing this work will be complied with, whether specified herein or not. v 0 u) { The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws J regu lating construction or the performance of work. I am authorized to sign and obtain this development permit. u.. . W O ' 4M .1LSY�x"35MRi?NMfbl+Nj!tVnMtM4 R4f uk!" d, 4�47��Nh��€ �L' i�kl ttul�: er.• w+ eYi•...+. T... wr< xK n.. ur .syde+lgyy,...._ ............ . . .......... - -- , - - 0 .14t1. 1. W "*.".. c ~ * , i; , Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z 1 z . Parcel No.: 1523049100 Permit Number: D02 -095 re w 2 Address: 13347 34 AV S TUKW Status: ISSUED 6 U Suite No: Applied Date: 04/15/2002 U O Tenant: BAKHCHINYAN RESIDENCE Issue Date: 04/17/2002 CD 0 J • 1: ** *BUILDING DEPARTMENT * ** • CO w w 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. M .L>"` i..rts 1�.. 4i1•• .... v... .•. a.1.1... .✓ u ; .x .,.. iPY.iYtkF..lkR ' t *tii Sir sL:Y .. . +atw�w�.. ..nrrn. —.,.. ......, w..o .. , .. .._ ,..•....... ., ...., .. _•.• y . .�w.LrnlXUft[kM'4 ■ f ......._ . - - .. 8. *L 't4sy CITY OF TUf'WILA R S TAFF USE ONLY 1 *, o Permit Center Project Number: :;a a 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 , /�'� "ill e y � 0 (206) 431 -3670 Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: SE R G E `/ A. �t1 K NGI�� y� N Value of Construction: 61..., ' gyn Site Address: I . 7 I f .i t, Ay E, so, s G. t t LQ t t g § e/ZiP: Tax Parcl23b "11.00 `, Property Owner: tERGE y 5 ()KNGN I N yAN Phone: 06) 2L( L( 8L/ Street Address: 2 3 '' 7 34'4A � � �� � C i tate /Zip: Fax #: J co �j Contractor: o E RG Ey 3 � NC- I N.yq N Phone `f2D/) 21P ► -t 1 p L( Street Address: I City State /Zip: Fax #:/C U ` J t� Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: • Street Address: City State /Zip: Fax #: Z Q Contact Person: Phone: W Street Address: City State /Zip: Fax #: U 0 cn 0 co w Description of work to be done:. w i CLeC a'GLG i ri - U. t i Cis -U.(: La ,q. 1-- ci w Type of work: ❑ New Single - Family Residence ❑ Addition - Single- Family Residence a ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* LL Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) = d P I Deck(s) - Covered jncovere ❑ Residential Reroof I - _ ZI.- Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) I- O Existing Square Footage for Structure: 9BO sq. ft. Dwelling sq. ft. Covered Deck(s) 1,11 Lu 0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 0 N sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 2(6, sq. ft. Uncovered Deck w W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) t- - 0 *For an Accessory dwelling, provide the following: t.. Z / . DV Q4 Lot area 920 Floor area of principal dwelling Floor area of accessory dwelling U O ~ * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. _ Z APPLICANT REQUEST FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: . ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 0,,:, . , viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- IN. pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon i written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall i be extended more than once. row . 1 Date application accepted: Date application expires: Application taken by: (initials) L/ - /S /C 2 u(( PLEASE SIGN BACK OF APPLICATION FORM 1p ` 1 i SFPERMIT.DOC 2/13/97 1 1 �� = -1 . 1 • ALL SINGLE - FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE , l,(BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY ■ tEGISTERED ARCHITECT OR PROI 3SIONAL ENGINEER MAY BE .F1 UWED BA T E� UILDING OFFICIAL ' » A RAWIDIGS 4 L BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED NIA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ 11 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- ,.) 017V.for e district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. • 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z show proposed and existing power, water and sewer lines, existing storm drainage system, i downspouts and foundation drains, and where drains tie -in. 1- w 7. Parking plan. ' , • . _ , i _ , " . 2 8. Lowest building elevation (if in Flood Control Zone). ' • 6 o 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. cn o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w ID 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). . w o 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. g 15 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form co H -9 ). = w I- ❑ ❑ Foundation plan and details ? I ❑ ❑ Floor plan z o ' ❑ ❑ Roof plan ? o 11 Building elevations (all views) o co CI El Building height ° H ❑ ❑ Building cross - section w 1 La CI ❑ Structural framing plans and details necessary to completely describe construction u- p z in ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available v co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. i - ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". `'!'•° Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and ` 411111V Illsi obtain the permit will be required as part of this submittal: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ! goof ; PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. ' P li BUILDING OWNE • • 7 THORIZED AGENT: Signature: / / Date: (! t(1 _ 1 - Lr 2, I •- Print name:l5 f,- R h [ l/ 1 ��(-� lC �� C -1 I N1 ycl N Phoneyt ? 0 ax #: Address: l S / C /� l p> , City /State /Zip: �� �.� f3 / 7 3 � AVE Sc e, L lI �f SFPERMIT.DOC 2/13/97 rim _ a. S.o •iite'iiltisZtWY ..a:,r.1 rrv. ,,.- ..,..,..' . srr- cnv+ rNYWrvf: v<. w: wwrq.wrti:.w•t. riKr.;f •,y c- , .a:u.+- naxnnt ,c.r..++et...,... ,::,......,...:... ,..r..,. .... ,.. ......�,,.....4 - ''' -_----- _ ' " "--- 1 - ' ■ / Z1L,ui " tv:, ;t1741 o t,st4tA. Ip ..t. a 1 Ne ' City of 1 ukwila ... - .. 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT w re, 6 5 _..1 O Parcel No.: 1523049100 Permit Number: D02-095 o o Address: 13347 34 AV S TUKW Status: PENDING w u) 111 Suite No: Applied Date: 04/15/2002 tu X Applicant: BAKHCHINYAN RESIDENCE Issue Date: to 2 >- .- r ' r •Y 0 .0A. k' � 1 / c it of Tukwila y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT , = i � . ,�W re 2 6 Parcel No.: 1523049100 Permit Number: D02 -095 U O Address: 13347 34 AV S TUKW Status: PENDING . Cl) 0 Suite No: Applied Date: 04/15/2002 co = .. Appl icant: BAKHCHINYAN, SERGEY RESIDENCE Issue Date: LL . iii O k Receipt No.: R020000491 Payment Amount: 54.11 g Q Initials: KAS Payment Date: 04/15/2002 02:45 PM = d User ID: 1684 Balance: $87.75 I— _ Z h- Payee: • SERGEY BAKHCHINYAN W al 2 U� TRANSACTION LIST: O N, Ot— Type Method Description W W Amount 1- Payment Check 1525 54.11 O al 0 - o H O . ACCOUNT ITEM LIST: Z . Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 54.11 Total: 54.11 si ,� % - ..n 924 ' in 1 1 1. ,:„„; .r.,_„N3 ' 40 . ,,,?t,:r.,, :i 1 1 }r ) '� k '''.7J6 TOTAL 1 ` .. ry u -i. w Y �� s .. doc: Receipt Printed: 04 -15 -2002 L r t , ■ ■ - • Z re Cc .;. J U O L#: ; INSPECTION RECORD 4 _e) c J 1.— c,1 Retain a copy with perm 0 / , t cn u _ O ,.;., INSPECTION NO. PERMIT �• W , 4 • Z -Z It _ , Q U f, U O I ` -� W 0 J = 2 INSPECTION RECORD D G2 ,_ U I5- I— I Retain a copy with permit - N LL f INSPECTION NO. PERMIT NO. i . : CI OF TUKWILA BUILDING DIVISION r +} J 6300 Southcenter Blvd, #100, Tukvt)ila, WA 98188 (206)431 -3670 .. u u.. N 0 ,' P,�oject• ,' Ty e of Inspectio ;.:r _ l � , ( c IC I/) 0 , 7 l i l t 1 6 k7 /4": f r U i �(r 77 0.1 / ( () I yl ( 4 I— _ i Address: ✓ Da te call Z I— I•. I ' 3 L 17 3 �g1/ S 5 l� I t ca 1_0 . Special instructions:. Date wa ted: 617D , s," W iii �` CO il C 5 - 9-2/r . P. p ✓ Requester: , -, U pLp rs c-. r(( l/ . 5e,y /J 1l kJ $ : Ph one: ' ~ _r I ,-2,07; 1r — G i l / L i 6 / = I W , 2 Approved per applicable codes. El Corrections required prior to approval. ', LI Z COMMENTS: . `s W N t a rQk /b ee. I< G 0 rQOTrJ t - flpp kdv 6 . Z ( • A r 2 A-r 4 i &i t-, - A©� 1?-. dve 6 . 1 • ;« i. f # 1 g7 L.< ;o F ki :( :Y t 't T' it • ' :.� I' a .r : . ;: L. •`- 6 I k f, F.E Irk* e tor: Dat rt,. ' ''a [i �? •r r 47.00 REINSPECT1dN FEE REQUIRED. Prior to inspection, fee must be paid ` 11:20-, `" r .. s at 6300 Southcenter Blvd., Suite 100. CaI to schedule reinspection. . ; Al " 'r ceipt No Date: ' ,' ' , 1, . 'r 5'' ..._ ._.,. _ r' tiY • ?. fwd;'a.' , * ,:. r&ax m v c S{�N >t d i I — - i - + <r -s F . *, :ndM.K PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -095 DATE: 04 -15 -02 PROJECT NAME: Bakhchinyan Residence a SITE ADDRESS: 13347 34 Ave S w QQ 2 J X4 Original Plan Submittal Response to Incomplete Letter # U CO o Response to Correction Letter # Revision # After Permit Is Issued J H Wo DEPARTMENTS: 2 CO �/ CPL. u- Q Building Division 1 Fire Prever?tion I a Planning Division d flWtr 4Uo�O ' ` - (, O2m 4 -Ub-o� x Public Works Structural Permit Coordinator z i c�9s 11�i1, s�- li ..01., Zo w uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-1 6-02 2 o U Complete Incomplete Not Applicable o H . =w Comments: 1— H �Z w Permit Center Use Only H = INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O '- Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ✓ Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-14 -02 ' Approved n 1 Approved with Conditions Not Approved (attach comments) n t wss. , is Notation: >:� REVIEWER'S INITIALS: DATE: IMMO ,C40 . Permit Center Use Only . x s CORRECTION LETTER MAILED: �,, " Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: >{ w , : .. `{?fi:U� . 7 y y Documents/routing slip.doc all � . 2 -28.02 pc,;,yq::,, , Arrn rrp-roi plAno7,4 It , .7; , .Y4! .-,,,, ,;f2,.`4 Sr-i...,. ' K • ,, 9 d .ve.r; ,1 1), ; .r• ?: bot ::4 r-lw4'. b7T+: ; Y '4 . •.. ..,. ". "., .. .... -.. ... ' . ,� � t++c.c „t� r�'. ?�, $•iYw oY.+Sf6X'isdt'4: i. M,,v�.wi +..r Y �o�... ,w,.. .;. o all lumber is pressure treated framing anchor bolts concrete handrail stair section drawing � ° -wg sy : CITY OF TU 'VILA H gm 4 J O / `,\ �-, � . , Permit Center "" \,'� 2 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ' `'�'', Telephone: (206) 431 -3670 ysos AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Z ,_ ' STATE OF WASHINGTON ) re g ) ss. 6 U COUNTY OF KING ) N o J H 8 KuCwI N NI o 3 ERFV ,state as fo llows: u) 1. I have made application for a building permit from the City of Tukwila, Washington. g u.? 2. I understand that state law requires that all building construction contractors be registered with the w State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Z i Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. 1 have i ... p read or am familiar with RCW 18.27.090. w i- uj 3. I understand that prior to issuance of a building permit for work which is to be done by any o N contractor, the City of Tukwila must verify either that the contractor is registered by the State of Di- : Washington, or that one of the exemptions stated under RCW 18.27.090 applies. _ � 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby u_ z attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I c consider the work authorized under this building permit to be exempt under No. , and i o 1 will therefore not be performed by a registered contractor. Z understand that I may be waiving certain rights that I might otherwise have under state law in any decision to • engage an unregistered contractor to perform construction work. // //, APPLICANT AGE A, ©'∎� Signed and sworn to before me this 1 o` N OTAR y ' • � i 1 7 day of A p r I 20 L . 0 ..... f m• ll : / ai , , i / / ,, #! ' 1 , �' ��C r c tir { t, 1. ▪ = NOTARY PUBLIC i and for the State of Washington , '' ••' 1 ` WAS . � � �� '' ;.`3��,� : residing at I 1 0_9 County. Cal ' Name as commissioned: Ali A. Decay 7,,,,,,,,,,, „„,,,,,,,,:,..„ My commission expires: (- 1(o- 04 Ci5,74 AFFCONT 1/13/0 1r .;.z,: �.rsY -.ri; f''c . 2 ., ; , . +i: Mrr . •r .t D • .. - - — - - -- - - .- mobile /manufactured home may be installed, set up, u_ I- or repaired by the registered or legal owner, by a 13. Owners of commercial properties who use their own — z contractor licensed under this chapter, or by a employees to do maintenance, repair, and alteration v co mobile /manufactured home retail dealer or work in or upon their own properties; P. I manufacturer licensed under chapter 46.70 RCW; z 14. A licensed architect or civil or professional engineer 7. Any construction, alteration, improvement, or repair acting solely in his professional capacity, an carried on within the limits and boundaries of any site electrician licensed under the laws of the state of consuming them in the performance of, the work of of his license; the contractor; 15. Any person who engages in the activities herein • 9. Any work or operation on one undertaking or project regulated as an employee of a registered contractor by one or more contracts, the aggregate contract with wages as his sole compensation; , �;,' price of which for labor and materials and all other S r items is less than $500, such work, or operations 16. Contractors on highway projects who have been '! `` being considered as of a casual, minor, or pre qualified as required by chapter 13 of the Laws of ,11 inconsequential nature. The exemption prescribed in 1961, RCW 47.28.070 with the department of {` ` °`` this subsection does not apply in any instance transportation to perform highway construction,; /, Alla wherein the work or construction is only a part of a reconstruction, or maintenance work. larger or major operation, whether undertaken by the Y;,. r ■■• same or a different contractor, or in which a division j ai .: . AFFCONT 1/13/00 ' ` ,. 1 ' F � n• , , K., ,v ,.,. d .t� >� ._ � � �, , ,a�4±= tw3�tY�.vculs;,.e�pC„} y y` � �M * litE� 5rJ .yy.. ,.•I-. ... .,.�.. ,t , „s t . ..,.. , ........ .. ■ ..�. .. .. . ... , .. � . : r : STORE NUMBER: 1 �� GENERAL NOTES OWNER: 1. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES / HAVING JURISDICTION. ,( 2. ALL UIORK SHALL BE PERFORMED TO MEET THE STANDARDS �� �` ` 6 � 0 �. OF "TOP NOTCH WORKMANSHIP" FOR EACH TRADE. v 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO VERIFY INFORMATION 51-151-101. O HEREIN PRIOR TO SUBMITTING BIDS. HE /SHE SHALL REPORT ANY DISCREPANCIES TO '�� �( ..L O HO PIER I IMPORTS PROJECT MANAGER PRIOR TO BID SUBMITTALS. ♦ ,` _ .s. , 1 , 4. DO NOT SCALE DRAWINGS, THE CONTRACTOR SHALL ``� ©r � VERIFY DIMENSIONS AND LOCATIONS BEFORE G 6 P O'4 . ∎ 1 PROCEEDING WITH AFFECTED WORK. ON (V $ 5. ALL DIMENSIONS ARE FROM FACE OF FINISHED WALL OR � & - CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. �OrO�v Q� WALL LEGEND ARCHITECT EXISTING WALL/PARTITION: PATCH AND REPAIR PREPARE FOR NEW FINISH PER 7 KENN BUTTS A.I.A. ROOM FINISH SCHEDULE. Kenneth L Bum, Architect - EXTEND STUDS/FURRING TO ROOF DECK AND INSTALL ` 124 STAGECOACH ROAD 5/8" TYPE 'X' GYP. BD. TEXTURE AND PREPARE FOR \ BELL CANTON, CA. 91307 NEW FINISH. VERIFY SITE CONDITONS. .1_ TEL 818 999 4272 FAX 1318 999 4321 FULL HEIGHT PARTITION: 5/8" I TM2 'X' GYP. BD. EACH SIDE OF 6" (20 ga. METAL STUDS AT 16" O.C. FULL HEIG1-12 TO EXISTING ROOF DECK. EXTEND GYP. BD. FULL HEIGHT OR TO MINIMUM 6" ABOVE FINISHED CEILINGS. SEAL R 01 Mt ROOM PARTITION: 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 3 5/8" !25 gai 3405 METAL STUDS AT 24" O.C. TO MINIMUM 6" ABOVE REGISTERsa FINISHED CEILINGS AND BRACED TO ROOF STRUCTURE_ • 1 ARCH) ! - - - -- I Hr EXIT CORRIDOR PARTITION: , 5/8" TYPE 'X GYP. BD. EACH SIDE OF 6" (20 gai METAL STUDS AT 16" 0.9 FULL HEIGHT TO EXISTING ,x KFJ4HE'iX L . ATlOf 1YA�111 ROOF DECK. CONSTRUCT CORRIDOR PER DETAIL. '� CONSTRUCT TO MEET REQUIREMENTS OF GA FILE •200 KEY NOTES 0 J- 0 INSTALL 2x4 WOOD TRIM STRIPS AT BASE, +4' -0" AND +8' -0" OFF. PROJECT COORDINATOR ri (TOP OF STRIPS) AT ALL WALLS IN SALES AREA, Re: 6/4 -4. HOLD TRIM 2' -4" AWAY OPENINGS. FROM DOOR 4 WINDO OPENINGS. T O2 5 - "x 8 RECESSED ENTRY MAT !TRIM TO FIT). � C8) u u u LE I � (SEE DETAIL ' /A -3). VERIVERIFY EXACt 511E OF MAT PRIOR TO E. E'® �__ _ ____- r , INSTALLATION OF TILE FLOOR.. 3723 WEST' BARNES LANE 0 V \ A 11 II = PHOENIX, ARIZONA 85051 3 ALIGN TILE JOINTS WITH CONCRETE SLAB CONTROL JOINTS - PHONE: 602 -841 -1284 1 11 i O AT ENTER -LINE OF COLUMNS. PROVIDE COLORED SILICON p 0' � J ( I. TYP TYP TYP !MATCH GROUT COLOR) IN TILE JOINTS OVER CONTROL JOINTS. ° OFE Cq , _ -J I O FOR NEW 2FNIISH EXISTING GYP. FINISH SCHEDULE_ PAINT READY SCHEDULE 1 -.GE - EXTEND FRAMING/FURRING AND GYP BD TO UNDERSIDE OF r {{ ----,, ° — - ROOF DECK - VERIFY SITE CONDITIONS PRIOR TO SUBMITTING BID. Q O _ — _ © O PIER 1 PROVID 4 INSTALLED PERIMETER SHELVING ° - TYP EI E FLOOR TO APF'ROX i8' -6 ". INSTALLED U ® NDER ° T 14 0 PIER 1 PROVIDED 4 INSTALLED CHECK -OUT COUNTER r ° }- _ REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. 1�1 , 0 - 0 i P O INSTALLED UNDER SEPERATE PERMIT. r N �+ TY INSTALL 2x4 WOOD TRIM STRIPS AT BASE, .5' - OFF. AND .10' -0" w _ AFF /TOP OF STRIPS) AT ALL WALLS IN RECEIVING ROOM, Re: 6/A -4. • ® N I HOLD TRIM 2' -4" AWAY FROM DOOR 4 WINDOW OPENINGS. W �� I ' E Q37FMENT, CONTRACTOR SN LEAV E FULL SE OF L I DRAWINGS IN TUBE UPON COMPLETION OF CONSTRUCTION, PER C r 0. � DETAIL 3/A -5. .7 M=1 STOCK OM 5 O B ASE CARNET, COUNTER TOP AND WALL UNITS, PER DTL 4 /A -5. ! 9 � r--1 106 ® / c:r ^ 1�1� �� _ I/ P TYP. - i 10 COAT HOOKS ON PANTED Ix4, PER DETAIL 2/A -5. VERIFY EXACT L r , `1 1 �1 • _ _ LOCATfON WITH PIER I PROJECT MANAGER ® w r ■ NM ® I II SAND, PRIME AND PAINT STEEL COLUMN r , E) c /� MMEII♦IIM 6 ® JANITOR'S ROOM SHELVES - (4) Ix16 PLYWOOD SHELVES M �_ _ _�_ — — ___ _ _ _ — _ — — _ — — 1I - _ = =J _ _ _— ON KNAPE 4 vOGT STANDARDS AND HEAVY DU Q 1 DUTY SHELF ^ ... . M . II SYSTEM 1I -800- 253 -1560 PAINT WOOD SHELVES EGG -SHELL ® r , FAENEN. i 1 ENAMEL 'WHITE'. REFER TO DETAIL 1 /A -5. }dam ••••• •ENEMI 13 G.C. TO FI�VIDE 5 SHEETS OF I/O " PLYWOOD FOR USE II V — 1 r l f •••••••III BY STORE `•/ 2 .v.....1 8 0 6 0 or - ' \ 14 INSTALL FLOOR FINISH TRANSITION - Re: DOOR SCHEDULE ! -L ; -0 " 4 ' -0 " O 41 0 1 :I __ I 1 O A A E I 15 PROVIDE INSULATION IN ALL NEW WALLS AT OFFICE AND TOILETS iA !" � - - 1 / j 14 ; �\ ____, �I. \ 1 16 NSTALL 4" 0 STEEL PIPE BOLLARD WITH HOLD -OPEN HARDWARE DETAIL RE 2 r , 9 J •::::� •1- PER T IL 6 /A -5. BO I " mx 36" DEEP E, FILL W HOL L TH 30 ps i a O FE �f II IT 0 CONCRETE w/ 30" EMBEDMENT OF PIPE AND FILL WITH CONC. �, O p j I INSTALL 2- 4 " STEEL PIPE BOLLARDS AT EXISTING FIRE MI 0 IT ® i " '"' J - I SPRINKLER EQUIPMENT. BORE 12 "dx 36" DEEP HOLE, FILL WITH 1/-4 �� - 'U 3900 psi CONCRETE w/ 30" EMBEDMENT OF PIPE AND FILL 'l u p 0 1 11 ft-GROUND CON LOCATE UNDE UTILITIES PRIOR TO II 11 a BREAK - I _ o DIGGMG. PER DETAIL T /A "' "U "u "u"u" "w, " ", � "'u",W1 , w,m-O -, 10 0 - r IS IN ,... EXISTING STO DOOR WITH Sx8 C MU BLOCK A I DOWEL INFILL INTO EXISTING FL AND WALL (HEAD 4 JAMB) I - --- S TRIK E GRO UT JOINTS SM AT EXTE RIOR AND P AIN T - TO MATCH EXISITING ADJACENT WALL. �'O oFFI� _ r _ ( r o (\:0 _ _ 109 9 ---• = •-' a _ x . 1 l " M '•®' WO 103 X y TYP O ; ' 1 ,: _ U 4 5 c -L.- + + sn - I- TYP TYP TYP J _ DATE: April 1, 2002 ME E ® O 14 ®O �� E ■ REVISIONS ( S) __ o rs - _ - ---- - :. -- -- -------- -- -- ----- ------ - _, __ ---- --- J - ------ --- �/ F DATE DESCRIPTION s ® RECE CITY OF TUKWILq APR 1 1 2002 1 095 PERMIT CENTER I _..._ v■pY 1 vat FLOOR PLAN & ELEVATION FLOOR PLAN Iiioiili „of,. o7 cis K PROJECT No: SCALE: I/8” = 1' -0" I11I ll111 - 02 A— 1 _ 1 i STORE NUMBER: 1129 GENERAL NOTES 40 IR" EMT TIGHT TO COMPRESSION PIPE STRUT 60 OWNER: 12 GA. HANGER I. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES � \ STRiUCTURE ABOVE / 12 GA. HANGER WIRE �� CsHT 'L / / WIRE ®48" O.C. LIGHT FIXTURES SHALL HAVE m 4' -0" O.G. -TYP. HAVING JURISDICTION. , 12 GA SEISMIC SAFETY WIRES SECURED TO STRUCTURE 2. ALL WORK SHALL SE PEF'FOMED TO MEET THE STANDARDS 1 ` 12 GA. vERT. HANGER WIRE x 22 GA 3' -0" -2 EA, o OPPOSITE ENDS OF FLUORESCENT STRIP FIXTURES OF "TOP NOTCH WORKMANSHIP" FOR EACH TRADE. ®` `� �( �� .,0 COMPRESSION STRUT REQ'D. 3 /a" X 22 GA 4' -3" -2 WIRES - I AT DIAGONAL CORNERS OF FLUORESCENT FIXTURES -4' -0 12 EA SIZE MAX. HtI . SEISMIC RESTRAINT I" X 20 GA T -0" " O.C. FOR LIGHT TRACKS 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO 12' O.C. EACH WAr 1 -1 /4"x 20 GA 7' -0" SPLAY WIRES a VERIFY INFORMATION SHOILN HEREIN PRIOR TO ` ` ' 0 .6, I -IR "x 20 GA 8' -6" — 12' -0" O.C. LATERAL CEILING SUPPORT SUBMITTING BIDS HE /SHE SHALL REPORT ANY � ! v Q� o 11111 2" x 20 GA 6" CJ -3 4, " EMT NOTCH OVER 2 'X 18 GA 14' -6" SPLICES AND S OF BAN g" 8 " DISCREPANCIES TO PIER IMPORTS PROJECT MANAGER , ( 3/4 2_I 2' 's' MAIN RUNNER 3" x 15 GA 17'-3" SHALL BE ATTACHED INTERSECTION WITH MECHANICAL NERS MAX. PRIOR TO BID SUBMITTALS. + _` '� ��r X 16 GA 23' -3" INTERLOCKING CONNECTORS SUCH AS POP- F' _, DRILL 5/32" HOLE FOR ` ' RIVETS, SCREWS, PINS, PLATES WITH BENT 4. EXCLUSIONS AND CLARIFICATIONS SHALL BE APPROVED AV 06O �.` �� I/8" BOLT AND LOCK NUT TABS OR OTHER APPROVED CONNECTORS 3 /e , THROUGH PIER I IMPORTS PROJECT MANAGER IN WRITING AFTER CEILING IS LEVELED 45° MAX FOR 2 TIMES DESIGN LOAD OR ULTIMATE SEVEN ( G pi STRUT A7 7) WORKING DAYS PRIOR TO BID OR BID MAY V 4 ' PRESSION (MIN. BE DISQUALIFIED. \ '� . SEE DETAIL SECURELY ATTACHED TO THE MAIN RUNNER 4- 12 GA. SPLAY WIRES TYP. �' CR055 TEE AXIAL TENSION OR COM LBS.) OR, CROSS FURRING SHALL BE UN L ACHED 4) k `- BY SADDLE TYING WITH NOT LESS THAN TWO STRANDS OF NO. 12 U 5. DO NOT SCALE DRAWINGS, THE CONTRACTOR SHALL Q OC S. GA. TIE WIRE OR y y MAIN RUNNER VERIFY DIMENSIONS AND LOCATIONS BEFORE I PROCEEDING WITH AFFECTED WORK. 4 APPROVED EQUIVALENT ATTACHMENT. 6. ALL DIMENSIONS ARE FROM FACE OF FINISHED WALL ` ` ' , rill �1��1 1•111M1 � TEE CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE_ ARCHITECT CROSS TEE ` ` MAIN RUNNER NoLEB= T KENN BUTTS A.I.A. I. ALL SPLAY WIRES Kenneth L Butts, Architect 8" POP RIVET PROVIDE SPACE TO BE IN LINE WITH V 2n a16 999 4321 .11111416... OF 3 TURNS M 1" OF IN BOTH ENDS WITH MIN. ' ATTACHED COMPONENTS. AT ALL MEMBERS- ONE WALL. AT OPPOSING WALL- CEILING LEGEND � 2_ ALL SPLAY WIRES TO BE TAUT 4 TIED ALL MEMBERS NOTE: THE LIGHTING "PACKAGE" 15 PROVIDED BY PIER 1 TEL 818 999 LG . LAY- EXTENT ITS LIGHTING VENDOR, CONTRACTOR SHALL VERIFY MAIN RUNNER IN CLG. TILE EXTENT OF PACKAGE WITH PIER I CONSTRUCTION DEPARTMENT. RUNy CONTRACTOR SHALL INSTALL THIS PACKAGE M ADDITION TO ALL ELECTRICAL ITEMS/EQUIPMENT INDICATED ON ELECTRICAL DRAWINGS. SEAL A CEILING DETAIL - STRUT 5 CEILING DETAIL - HANGER WIRES C PERIMETER CEILING DTL N.T.S. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFOR 'IATION. N��� • REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 35 N.T.S. N.T.S. 40 3H U = , fi g SYMBOLS LEGEND 1 SEISMIC CEILING DETAILS n #'^ 2x2 OPEN CELL 'r GRID SYSTEM (SALES FLOOR ONLY): _ x , ' r PAINT EXISTING ROOF STRUCTURE 'WHITE' EXPOSED DUCTWORK, CONDUITS 'WHITE' LIGHTING TRACK 'T' GRID SYSTEM INSTALLED AT +11' -8" A ,,, x , - (ALL BEAMS, PURLINS, JOISTS, FIRE SPRINKLER TO BE PAINTED 'WHITE' ATTACH TO 'T' GRID WITH CLIPS (PROVIDED PIPING, HANGER WINS ,...) - BY TRACK MANUFACT). / I 2x2 OPEN CELL T GRID 2x2 AND WALL WASHER LIGHTING TRACK: SYSTEM +II' -8" LIGHT FIXTURES INSTALLED IN 'OPEN CELL' GRID. HANGER RODSN11RE5 AND CONDUIT DROPS UN PAINTED PROJECT COORDINATOR L T 2x2 LAY -IN TILE GRID SYSTEM: ll — I I / I I LAY -IN CEILING TILE 3 '723 WEST BARNES LANE !� P HOENIX, ARIZONA 85051 - - - ` . 0 PHONE: 602 -841 -1284 2x2 FLUURESGENT FIXTURE - — - 1 -1 W ■1 ■1 1 1_■• _ 1 I1 1 1_I .■ ❑ 1 ■. 1 ■ �' 1 6 "x48" FLOURESGENT FIXTURE _ (WALL WASHER) _I-■■._ 1 I1 EM,,,, 1 1 2 TUBE FLOURSGENT STRIP FIXTURE 8' 2 -TUBE FIXTURES SUSPENDED ❑ Ilil ❑ _ ■ ❑ I. ■ ■ ExHAUST FAN FROM STRUCTURE ABOVE WITH 11r4 H IIII BOTTOM OF FIXTURE a +14' r `n ExIT LIGHT WITH BATTERY BACKUP N V 1111 ■":■ ■ ■1- ••1 ❑ - �1�= : ∎1 - Z �1� ■ ■■■ ■ ■II 1■ ■■ ■ ■ ∎ ■1 1� ■ II ‘11, w cg Z �1_ ■ ■ ■1 Il 1�1 MIR 0 W ■I' ■ ■I.... 1 ■ ❑ IIIINJIMINIIIIII �- ®� E CI IIIII EN II ❑ 1 1:1 ❑ III ■® • ° III x O _ 2x2 LAY -IN CEILING ■ — iiiii / j SYSTEM PER ROOM F SCHEDULE -TYP. i ",,,,," 1 ■ ■1-■■ ■1 1 -_ 1- -- - 1 II ._ ■ ® h+y r '_ ■■■ . I' ■■I••• .� u1■ ❑ I1•���1 �l o m ,. �� ■■■ ■ ( 1■1'■ Aft — = 1i�f�■ ' MEE- wp rte- I��Il■■■OH�■■1�_. ■ ■1 •�� _ �1 ® 0 j X11••••�■■I. 1 — E a ; :i _NhI_uu! 11! 1 . U i--J . .II A E is ', �, DATE: Aril 1, 2002 C9)-- REVISIONS - - -- - R— DATE DESCRIPTION 4 NO ALL PENETRATIONS INTO GYP BD (5/8" TYPE 'X') CEILING -- -- -- - CORRIDOR SHALL SE SEALED ON 6" (20 ga_) METAL STUDS/ AS TO MAINTAIN I Hr FIRE RATING JOISTS e' 24" O.C. w/ CONT. Ea" "- -- -- OF WALL5 d CEILING. (20 ga) TRACK/LEDGER - .. _.. PAINT GYP. SD. PER FINISH SCHEDULE 102,.... crry oFruu 20 I APR 1 1 2 _ REFLECTED M4y 0.0 • CEILING PLAN Sc REFLECTED CEILING PLAN Ism - CEILING DETAILS I � I I�II O � CIti� PROJECT No: SCALE: I/8 = 1.-0'. lyl lpu ? ,,nD0 11 02002 A— 2 a' -a" 6' -6" '""‘ STORE NUMBER: 1 129 PAINT PAINT JI- =1 1111111111111111111 I w IIIIIIINIIIIIII10n- \ OWNER: WNER. HANDICAP ACCESSIBLE RESTROOM REQUIREMENTS ®� = 3 - 1 S• _ k •� 9 TOILETS: SINKS: . I ... - �r - ' ♦ V - ` �JC ,O � TOILET SEATS SHALL BE AT A HEIGHT OF NOT LESS THAN IT" AND NOT MORE LAVATORIES SHALL HAVE LEVER- OPERATED FAUCETS AND A NARROW APRON $,$, _ z, = Xl_71---ocr„-- . VP •4_ THAN 19 ", SEATS SHALL NOT BE SPRING TO RETURN 10 A LIFTED POSITION. WHICH PROVIDES CLEAR SPACE BENEATH LAV. 29" high X 30" wide x 8" deep / $PLASH =_ 7 (p AND 9" high X 30" wide X I deep AT THE BOTTOM (TOE KICK) FROM THE FRONT - FLUSH CONTROLS: of THE LAV. //� - -- 6 - IIIIIIIIIIIIIIINmIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ^ En E _ illlll ., �� `O `` SHALL BE MOUNTED AT NOT MORE THAN 44" AFF AND FOR USE FRM THE WIDE $INKS SHALL BE MOUNTED T THE RIM NO NIGHER THAN H L AND EACH $INK - -- k / P Ls O O - GOAT HOOKS 1 y L SIDE OF THE STALL. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND A MAX 6 1/2" O S HOT WATER AND DRAIN PIPES SHALL B INSU LATED. _ (NIG) ` ! [ .L ��� NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. FORGE THERE $H NO BE HARP OR ABR451VE SURFACES UNDER LAVATORIES. ° Re: Dn. 2 /A -5 _` V` Y REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 Iba. CONTROLS AND OPERATING $ RATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND_ 0 _�_ 7 ITURE F " AIiaJ B K BRE4:7 ME AND NOT REQUIRE TIGHT GRASPING, PINCHING OR Tt111STING OF THE WRIST. THE \ o _ w s w PAINT TILE 108 / �,v GRAB BARS: FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 lbw. 7 m d' m ? ,, u • • G� OO � � LOCATED AT 33" A, AND PARALLEL TO FINISHED FLOOR AN OUTSIDE DIA. OF \ • '� m m m 1 O 2' -8 5' -0" _ _ Si O 4 . 1 I2" WITH I 1/2" CLEARANCE BETWEEN WALL AND GRAB BAR DESIGNED AND MIRRORS: ` ti III- .� d ('CU' Re: DTL 4/A -5 f •� `� `� SUPPORTED TO SUPPORT ORT NOT LESS THAN 250 Ibe. APPLIED AT ANY POINT MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTIVE - - -- 1 I 11111111111111111111110 = ,` , (1` , _ e,' DOWNWARD OR HORIZONTALLY. GRAB BAR SHALL NOT ROTATE WITHIN ITS SURFACE NO HIGHER THAN 40" AFF. HANDICAP , 00 w r h- 7(7v �a + !- . FITTINGS. GRAB BARS OR ANY ADJACENT SURFACES SHALL BE FREE OF ANY \ DRINKING N t. FRIG. 0 2 - (�O O SHARP OR ABRASIVE ELEMENTS, EDGES SHALL HAVE MIN 1/8" rad_ BASE A$ (NIG) Q SCHEDULED -___ \ `� DRINKING FOUNTAIN ELEVATION 1 TOILET ACCESSORY SCHEDULE - �� I ARCHITECT SCHEDULE 3 DR SCALE: 1/4" I' -0" , 7 © FUT J ; .Q 1 1 P5 _ -' 1 -- r (NIG, 09 ry � MARK QTY. DESCRIPTION SPECIFICATION MOUNTING HEIGHTS. REMARKS 11 1 I MEN I / I F N 1 I r T Kenneth L Bush, ArehOeet KENN BUTTS A.I.A. SURFACE MOUNT a 448" PROVIDE BLOCKING AS � - 104 I ` A 2 PAPER TOWEL DISPENSER SOBRICK • 8 -262 (TOP OF DISPENSER OPENING) SPECIFIED BY MANUFACT. PAINT PAINT PAINT , ELL�CANYON,, CA- ^,� X TEL 819 999 4272 FAX B78 999 1321 SURFACE MOUNT a , 19" (12" IN FRONT OF TOILET) PROVIDE BLOCKING AS 5' -0" (CLR) 4 N -0 " (CLR) Vg,! B 2 TOILET TISSUE DISPENSER BOBRICK • B -2140 (CENTERLINE OF ROLL, SPECIFIED BY MANUFACT. 2 "x6" BIILLNOSE 2 "x6" ■ 4 _ t SURFACE MOUNT a +19" PROVIDE BLOCKING AS I __ ©� SULLNOSE 1 - ( 2"x6" SE El L � 4 C 1 , O SEAL , - - -- D 2 MIRROR 18" x 36" BOBRICK • B -165 1536 (BOTTOM OF REFLECTIVE SURFACE) SPECIFIED BY MANUFACT. '' .�C: -- �•� I I _ /. / 24. / HI /L D.F. 24" \•� -H1 T 07 1� MOUNT a +33" AFF PROVIDE BLOCKING AS / - l■l� '•••1j � ,■■ ' Clear Clear E 2 GRAB BAR ( CONFIGURATION) BOBRICK '• B -68131 (CENTERLINE OF GRAB BAR) SPECIFIED BY MANUFACT. - ■•..■.■ - �Y _ • ! I _ ! _ 1.111.11.111 1.111.11.111 _ . � 4 / K PAINT TILE 4 _ . - PRV BG - c m m , ■■■.. m , i O \ RcC,I,^11: F 2 SEAT COVER DISPENSER BOBRICK • B -221 (TOP OF DISPENSER) SPECIFIED BY MANUFACT. - � � p �'" � - 6. CERAMIC 6x6 CERAMIC 6x6 CERAMIC • / newer.” L. Burks COVE BASE WALL TILE WALL TILE 6x8 CERAMIC 6x6 CERAMIC COVE BASE WALL TILE - A w....- T - x 1' -10" , B' -4" 10 16_2 :�.:: 'a -. V x A 2 RESTROOM ELEVATIONS i ENLARGED TOILET PLAN PROJECT COORDINATOR TOILET ROOM INFORMATION SCALE: 1/4" = I'_0" SCALE: 1/4" = 1' -0" ROOM FINISH SCHEDULE INTERIOR FINISH NOTES DOOR SCHEDULE DEG 3723 WEST BARNES LANE PHOENIX, ARIZONA 85051 PHONE: 882- 841 -1284 * ROOM NAME FLOOR I IBASE WALLS CEILING I REMARKS DOOR DOOR DOOR FRAME GLASS LBL HEAD SILL HARD REMARKS 1. WOOD BASE, WHERE INDICATED, SHALL BE PAINTED TO MATCH N TYPE OFTNG. SIZE MAT'L MAT'L JAMB WARE '^ '^ P A : SHERWIN WILLIAMS "WHITE CLIFFS" ADJACENT WALLS w/ EGG -SHELL ENAMEL. Q Q (.SW 1024) EGG -SHELL 2. RUBBER COVE BASE, WHERE INDICATED, SHALL BE ARMSTRONG •12 1 A (Pr.)3' 0 "xl' - ALUM /GLASS ALUM. TEMP 1 NEW DOORS • HARDWA S PER SPECS ' w If Q MOUSE GRAY (ROLLED LENGTHS 4 PRE - FORMED OUT -SIDE CORNERS) - }I ',-,, @@ m Q Q EPDXY : S NERWIN WILLIAMS "LANDMARK GRAY" 3. ALL ELECT. CONDUIT, HANGER WIRES, FIRE SPRINKLER PIPES 2 E 3' - 0 "x6' - -- HM. 5/A -3 - FRAME ONLY (6" STUD WALL) 4 4 Q 9 B TILE CLAD II HIGH SOLIDS EPDXY TO BE PAINTED 'WHITE' (PAINT 'A'). w w p L � ? (SW •1036) 4. ALL WOOD 4 STEEL BEAMS TO BE PAINTED 'WHITE' (PAINT 'A') 3 D 3' 0 "x6' - 8" S.C. WOOD HM. 3/A - 3 5 INSTALL 2 COAT HOOKS AT INSIDE (6" APART o +4' - 6 ") < IL 0 Q = 9 0 K w ' J 5. ALL WALLS 4 COLUMNS TO BE PAINTED 'WHITE' (PAINT 'A'). � R J 6. ALL HM. DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT 4 D 3'- 0 "x6' -8" S.C. WOOD HM. 3/A -3 5 INSTALL 2- GOAT HOOKS AT INSIDE (6" APART a a4' -6 ") w -I ,_ IL m " ' w K 0 0 w 5 - 0 B F WALLS W/ EGG SHELL ENAMEL. 5 C 3'- 0 "x6' -8" S.G. WOOD HM. 20 min 3/A -3 6/A -3 l I - F K w w w Q m w m 1. ALL INTERIOR SOLID CORE WOOD DOORS T BE STAIN GRADE, U U z w Q m U m 1 e ? 0 1 w d . STAIN MEDIUM OAK COLOR AND FINISHED WITH CLEAR URATHANE. 6 C 3' - 0 "xl' - HM. HM. 2 EXISTING DOOR w/ NEW HARDWARE PER SCHEDULE 4 F Q 3 Z U r ' 8_ ALL DRYWALL SURFACES RECEIVING PAINT TO HAVE MEDIUM W �J Iii Q v x w ? NOTE: (ORANGE PEEL) TEXTURE. PATCH EXIST'G TO MATCH SURROUNDING. 1 F 3 -6 x8 -0" ALUM. HM. 4/A - 6 /A - 4 DOUBLE ACTING DOOR - PER SPECIFICATIONS w �+ W d . m n 0 K 0 D F a . 0 w - w th CARPET AND PAINT FINISHES TO BE MINIMUM CLASS 9. CERAMIC TILE (FLOOR 4 WALL,, CERAMIC TILE BASE 4 THIN SET GROUT • X U w S 2 w 0 z H '6 1 z m 'B', FOR SMOKE DEVELOPMENT AND FLAMESFREAD. A PURCHASED THRU PIER 1 IMPORTS, CONTACT PER 1 CORPORATE 8 E 3' - 0 "xb' - - I HM. 5/A - FRAME ON, (6" STUD WALL) (y z d a WW v x D '---:- Q W U 5 U O LL z n r rL Q w X HT IF REQUES CONTRACT B OR SHA BLL UIL P DING ROVID OFFICIAL E PRODUCT 'CUT- SHEETS' PURCHASING DEPARTMENT (811- 252 -1611) FOR PRODUCT INFORtATIGTL CONFIRM DELIVERY SCHEDULE WITH PIER 1 CONSTRUCTION MANAGER g E 3' - 0 "x6 - -- HM. 5/A - - FRAME ONLY C6" STUD WALL) r w m IC _ r .0 - - _ ° 1 I ■_ INSTALL TILE PATTERN CENTERED AT ENTRANCE DOORS 10 C 3' - 0 "xb' - S.G. WOOD HM. 3/A - 6 �1 II -s "' GRI• (OR AS INDICATED ON PLANS) WITH GROUT JOINTS ALIGNED 101 SALES AREA • CI • • • -■ • Ie'+ROOF I, 3, 4, 5, 6, 8, 9, 10, 13, 14 WITH FLOOR SLAB CONTROL JOINTS, GROUT JOINTS OVER 11 C 3' - 0 "x6 ' - S.C. WOOD HM. M 3/A - 6 FRAME 1-4 woo 102 VESTIBULE • MI. • • •=1111 CATTROL JOINTS TO BE FILLED WITH COLORED CAULK TO • 9' - 1, 5, e, 5, 9 MATCH GROUT COLOR 12 B 4 0 "x8' -0" H. H.M. 3 NEW DOOR AND FRAME E W 103 WOMEN'S RESTROOM M3■ • • o • 9' -0" 5, 6, 1, 8, a WHERE CRACKS IN CONCRETE FLOOR SLAB OCCUR INSTALL r , BOTH HIDE WITH A COMPOSITE SHEET MEMBRANE MANUFACTURERED NON-WO FROM HARDWARE SG- IEDULE w ' / � E 104 MEN'S RESTROOM E21111 • 9' - 5, 6, 1, 8, 9 CHLORINATED (CEP), UI -WOVEN FABRIC w = V 1 LAMINATED TO BOTH SIDES WITH A NOMINAL THICKNESS OF • REFER TO SPEC. DIVISION 08110 FOR PRODUCT SPECIFICATIONS 105 COORIDOR S • 9' - 1, 4, 5, 6, 1, 8 08 mm (0.030 ") TO BRIDGE CRACK AS DIRECTED BY TILE [T' AND MEMBRANE MANUFACTURERS FOR SITE CONDITIONS. I.) R 11) NEW STOREFRONT ENTRY DOORS 4J RECEIVING ROOM DOO EXIT CORRIDOR DOOR ^ 106 STOCK ROOM �■ • • • _a • 18 '. I, 3, 4, 5, 6, B, 14 I. ENTRY MAT: PROVIDED a INSTALLED BY GC., PURCHASE THROUGH 'GRAND ENTRANCE' (I- 301 - 869 -4820 / RJ. R4DP Or MICHELLE BUEHLER)- REFER TO SPEC. DIVISION DOUBLE ACTING ELIASON DOOR PANIC DEVICE, CLOSER, SMOKE SEALS, (SPEC SECTION 08380) DOOR STOP AND THRESHOLD Mil Mi I01 JANITOR'S ROOM Mil • II' - 5, 6, 8, 9, II G.C. TO PROVIDE 4 INSTALL METAL EDGE AT TILE LEAVE -OUT, METAL 2J IT EX DOOR (EXISTING DOOR -NEW HARDWAREk 5J TOILET ROOM DOORS: . T^ at,)95.,. EDGE TO LS SHALL BE 'WHITE', BE 'WHITE', E', WITH H TOP, BOTTOM BO TTOM AND JOINT LESS STEEL). 11. ED PANELS ALARMED EXIT DEVICE, CLOSER THRESHOLD, WEATHERSTRIPPING AND DOOR BOTTOM PRIVACY SET, DOOR STOP, DOOR l/1 108 BREAKROOM • =II ■� 9' -0" 2 5, 6 , 6 9, 12 CLOSER AND SILENCERS TRIM, APPLY CONY. SEALANT AT TOP EDGE TO WALL. 109 OFFICE • -■ _� 9' -0" 2, 5, e, 1, 8, 9, 12 12. 2 CEILING GRID: USG 'T' GRID SYSTEM w/ LAY - ACOUSTICAL 3) EXTERIOR STOCKROOM DOORS: 6J OFFICE DOOR: 110 ELEC. EQUIP �■ • • Mill • IB TILE - PER SPECIFICATIONS. ALARMED EXIT DEVICE, CLOSER, VIEWER LOCKSET, DOOR STOP, DOOR CLOSER THRESHOLD, WEATHERSTRIPPING, DOOR '+ 1, 4, 5, 6, 7, 8, 14 13. 2x2 OPEN CELL CEILING GRID: USG 'T' GRID SYSTEM -PER SILENCERS AND DOOR VIEWER FACILITIES DBL 6" (18 ga a - • - SPECIFICATIONS. BOTTOM, DOOR PULLS AND PUSHPLATES • 14 'WHITE' VINYL SCRIM MATERIAL TO CONGEAL EXISTING EXPOSED • 1/ �ji Mill . GATT INSULATION (AT ROOF STRICTURE). DOOR I PES Mil NCI PEEPHOLE '10 ® 14 "zib„ F�1 PEEPHOLE ® C5' -0" AFFJ IDE SIGNAGE IDE ADJ. SAFETY O (5' -0" AFFJ To LA7GH S EACH WINDOW NI RESTROOM DOOR IN COMPLIANCE WITH CODES / T/1 5/8" TYPE 'X' GYP. BD. - HAVMG JURISDICTION II ME= 114 PAINT L/ 1 PROVIDE VISIBLE \\ / �` PAINT PLASTIC SIGN MTD. • '-6M S \ / WHITE PLASTIC MAL STUDS (SIZE E R STATING - ON OR ADJ. TO \ / LAMINATE j D OO THIS DOOR TO REMAIN UNLOCKED INCLUDE RAISED AND n' /N O HEAD: DBL 6" CI8 aJ D URING BUSINESS � " BRAILLE CHAR4cTER5 - 'C 5.5. KICK PLATE / SEALANT TILE METAL STUDS g � WHITE�LETT£RS ON / , \ \ DOOR M SIGNS \\ PICTORIAL YMBOLS. / \ EACH SIDE f GROUT FILLED JOINT B RSOTD •� PER DETAIL a /A -3. • JAMB: DBL STUDS V / r 1, f / METAL STUDS NM. FRAME ONLY) Irk j EDGE PROTECTION - �/ N ` , 2'k6 BULLNOSE SCHLUTER- SCHIENE EEO / A i 2 1 / CONY. CAULK - Tt'P. f j 6,6" TILE FRP •VERXACT SIZE OF ENTRY (CONT. ALL EDGES - TTPJ � Il MAT PR I TO INSTALLING J - FLOORING. ENTRY MAT AS SCHEDULED � �� ANCHOR CLIP (3) PER _ CONY 'J' TRIM ��yp +'�� JAMB MIN. 16 GA. FLOORMAT ti TILE - --� I 5/8" TYPE 'X' GYP. BD. ) 5/8" ?7PE 'X' GYP. BD. DATE: APTll 1, 2002 m L '1 HM FRAME m SEA LANT 5.55. Z METAL STUD$ (SIZE 4 I METAL 5TUD$ (555 4 R B HEAD /JAMB DETAIL SPACING PER PLAN) - SPACING PER PLAN) 61GNAGE ET �� 5 N.T.S. E D : 6Na.) HEAD: J D ATE DESCRIPTION - 6x8" COVE BASE 6"x8" COVE BASE 1 4 • s' - m" AFF II MET STUDDBL " na a S I JA METAL STUDS CON I/4' CEMENTITIOUS WOMEN bfEN °° ( JAMB: DBL STUDS MB: -DBL STUDS aavm4x a II METAL STUDS METAL STUDS � S >S�W� RECENED BAC WALL M OUNTED SIGNAGE THE INTER SYMBOL of G �tip CiT'/oF TUKWIUq, I NA TIONAL CONY. CAULK - ?7P. CONY. CAULK - TYP. _ AGCESS IBILI T7 SHALL BE INSTALLED II 1 '17 �PR ZOOZ 8 "x8" FL OOR TILE B "x8" FLOOR TILE G 12" die 12" oN THE wALL AD) acENr ro T HE LATCH DOOR AS SCHEDULED SIDE G F THE DOOR THE BCRDER SIZE AFL::::::: ' e..- L.. . DOOR IN CLOSED BOO MOUNTED IDENTIFICATION of THI PICrQ'sR.4M SHAL BE A MIN. 1111111 `a1�y ERMIT " - - OF b " IN HEIGHT. THE SIGN TO INCLU \C ENTER DOORW LEADING ID MEN'S SANITARY A VERBAL DESCRIPTION AS TO REST- POSITION 16 JANITOR FACILITIES SHALL BE IDENTIFIED BY AN ROOM USE Ric. WOMEN'S REST , ANCHOR CLIP C3) PER \� EQUILATERAL TRIANGLE i /4^ THICK WITH 1 ANCHOR CLIP GA PER 1 \ 0 RESTROOM CLOSET EDGES 12" LONG AND VERTEX POINTING PLACED DIRECTLY BELOW THE SYMBOL. AL UMINUM TRANSITION \ \\ \ WOMEN'S SANSAFACILITIES cHaRACTERS ■ BacKGRa;wo of THE NATIONAL GUARD PRODUCTS "654 \ JAMB MIN.'S GA. JAMB MIN. 16 GA. 1. BASE SHALL BE IDENTIFIED BY A CIRCLE, I/4" SIGN 15 EGG - SHELL, MATTE OR OTHER FLOOR COVERING A9 \ BASE ff FLOOR TILE UPWARD. u THICK WITH A 12" DIAMETER THESE NON -GLARE FINISH. THE COLOR 4 SCHEDULE FLOOR FLOOR COVERING AS HM. FRAME OR AT A HEIGHT of CENTERED ON THE CONTRAST OF THE SIGN DISTINCTIVELY SCHEDULED DO HM. FRAME CANYONSTONE COLOR: "YUCCA" TOILET PLAN w/ "SAND /ARENA" GROUT CO CONTRAST T BE AND THEIR CONTRASTS WITH COLOR ■ CONTRAST DESTINQTLY OF THE WALL (THE REQUIRED COLOR DIFFERENT FROM THE L. a COIJTRASr N F INTERNATI SYMBOL of DOOR: PER SCHEDULE DOOR: PER SCHEDULE SCHEDULES COLO OF THE DOOR ACCESSIBILTY 15 A WHITE FIGURE ON A SCOT TILE BLUE E BACKGROUND). SMUI'tER 'TRANSITION STRIP TO 55 INSTALLED AT ANY LOCATION DETAILS COLORADO STONE - COLOR "CHEYENNE" ARE RAISED 1/32 ", SANS-SERIF UPPERCASE AND GRADE 2 BRAILLE. CHARACTER-5 ARE A CHANGE N FLOOR COVERING OCCURS. W/ "SAND /ARENA" GROUT MIN 5/e" HIGH a MAX 2" HIGH. 9 TILE DETAIL4S N.T.S. $ 6 TOILET ROOM SIGNAGE F LOORING TRANSITIJN N .T.S. N.T.S 4 HEAD / N 3 JAMB DETAIL HEAD /JAMB DETAIL • N.T.S. PROJECT ND: r 0 00 A-3 • - 1 STORE NUMBER: � , 11i 5 OWNER: �� ------------------------------ ----------------------------------- - - - - -- -- a <<" ! \\ \\ C3) "8 PANHEAD SCREWlS EXISTING ROOF FRAMING v-7i\ EXISTING ROOF FRAMING s r N EX ISTING ROOF FRAMING \ \% \ \ \ \ \\ (JOISTS OR PURL MS) 2x BLOCKING (JOISTS OR WRLINSJ 2x BLOCKING (JOISTS OR PURLINS) 2x BLOCKING t � G` 1P Gj OO EXISTING ROOF STRUCT. V T OR BLOCKING WHER " CONT. SLIP CHANNEL - SECURE CONT. SLIP CHANNEL - SECURE CONT. SLIP CHANNEL - SECURE \\ \\ \ \ \ \ REQUIRED TO ROOF FRAMING (DO NOT / TO ROOF FRAMING (DO NOT TO ROOF FRAMING (DO NOT , t� v� 4 ry� \\ \\ ATTACHED TO ROOF PANELS) ATTACHED TO ROOF PANELS) ATTACHED TO ROOF PANELS) I ` O _\ O ��� EXTEND 5711.05 FULL HEIGHT 5 /8" TYPE 'X' GYP. BD. O '� "` ' \ \% 4\ / EXTEND STUDS RAJ_ HEIGHT EXTEND STUDS AILL HEIGHT ` G 'Cp e\ % \\ TO ROOF STRUCTURE AND TO ROOF STRICTURE AND TO ROOF STRUCTURE AND O O p \\ % 50• , 'NEST' N SLIP CHANNEL 'NEST' IN 5LIP CHANNEL NEST' IN SLIP CHANNEL �O' � . e 4 \\ - 3 5/S" CIS ga.) METAL STUD 2 DIAGONAL BRACING a 48" o.c. CONT. 6" (20 ga.) METAL TRACK - ��� PROVIDE SOUND ATTENUATION \ \ \\ [ALTERNATE DIRECTION) w/ C3) e8 PANHEAD SCREWS INSULATION IN CEILING m MANAGER'S \\ ATTACH TRACK w /(3) 9 PAN HEAP ■ OFFICE AND RESTROOMS WITHIN \\ WALL 8 6" (20 ga.) METAL STUDS/ ' HEAD SCREWS m 24" O.C. CONT, GYP. BD. ^ 'T — CONT. PAINTED 2x4 WOOD ARCHITECT 2' OF ALL PERIMETER WALLS / TO 6" ABOVE JOISTS m 24" O.C. TRIM m 10' -0" AFF. \ \\ FINISHED CEILING ( III `1� \ I (TYPICAL) z I 2x (FIRE TREATED) 2x (FIRE TREATED) T KENN BUTTS A.I.A. iii � /I BLOCKING BLOCKING / _ Kenneth L AWIe, Area. `9 - _ - Q \ 124 STAGECOACH ROAD SALES AREA SALES AREA STOCK ROOM v TEL . 1318 999 4272 FAX 818 999 4321 (RECEIVING ROOM) (RECEIVING ROOM) l i TYP. CEILNG PER ROOM FINISH NT- AINT 2x4 WO CONT- PAINTED 2x4 WOOD INTERMEDIATE HORIZ. I I OOM FINISH GO P ED D SC L DU PER R SCHEDULE SUSPEND PER �� m m / TRIM m 8 -0 AFF. m SAL TRIM 8' -0" AFF. SALES BLOCKING m I/3 POINTS - US N Y . SCHEDULE S PE D PER DETAIL 1/A 2. 5/8" TYPE 'X' G P BD / m m ( FINING TRIM m 10' -0" AFF. m RECEI VING TRIM 10' - 0" AFF. RE ) SEAL -2 0 DETAIL I/A I N1t 1 212 ` 1 11 \ SALES AREA 5/8" , YPE 'X' GYP. BD_ I' / 5 /8" TYPE 'X' GYP. BD. 5/8" TYPE 'X' GYP. BD- ; \ i , 34 R C; _ CONT. PAINTED 2x4 WOOD CONT. PAINTED 2x4 WOOD 1 Ri , A t . ' TRIM m 5' -0" A.F.F. TRIM m 8' -0" A FF - NTERM£DIATE HGRIZ. 6" C20 a.) METAL STUDS I NTERMED IATE WORM 6" C20 ga.) METAL STUDS ■ m I6" OC, FULL HEIGHT 16" O.G., FULL H EIGHT �" BLOCKING m I/3 POINTS I ' BLOCKING m I/3 POINTS m �•�� 5/8" TYPE 'X' GYP. BD. y�Si CONT. PAINTED 2x 4 WOO I? 2x4 WOOD ° A4 ............. \�� /TRIM m 4' -0" A SAL AFF. S ALES /, TRIM m 5' - 0" AFF m RECEIVING - AFF - m RECEIVING GON7. PAINTED 2x4 WOOD ._ u. „ 5/8 TYPE 'X' GYP BD 1 1 TRIM m 4 -0 AFF. �/ 3 24" (25 gaJ METAL STUDS PROVIDE SOUND ATTENUATION PROVIDE SOUND ATTENUATION !� m 24" O.G. INSULATION IN WALL a MAN AGER S fir-- INSULATION N — 6" ( G. a .) METAL STUDS m PROVIDE SOUND ATTENUATION OFFICE AND RESTROOMS - TYP. - ' OFFICE AND RESTROOMS - TY - 16 O. F ULL HEIGHT PROJECT COORDINATOR , INSULA TION N WALL ®MANAGER'S \ i - I STOMS \ \ \\ I I 5/8' TYPE 'X' GYP. BD- ' ". BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED \ i I T�� CONT. TRACK SHOT TO CONT. TRACK SHOT TO co NT. TRACK SHOT TO BASE AS SCHEDULED CONT. TRACK SHOT TO 3'723 41E434' aI11] 43 LANE GONC. SLAB m 24" O.C. GONG SLAB 'm 24" D.C. r - CON(. SLAB 5 ' 24" O.C. CON IL SLAB m 24" O.C- PHOENIX. ARIZONA 15051 \ \ w/ HILTI POWDER DRIVEN , w/ HILTI POWDER DRIVEN w/ HILTI POWDER DRIVEN w/ HILTI POWDER DRIVEN PrioxE: 10z— eat —l2ea FASTENER 'DN12' FASTENER 'DN�2' FASTENER 'DNT2' FASTENER 'DN 12' r , ' 1' w ° w 0.080" x 1.10" S WASHER w/ 0 .080" x 1 .10" Sq- WASHER ; -, w 0 .080 x I.IID" Sq. WASHER , / O .0SID" x I. IID" S q. WASHER 9 1 ■ I_ 4 RECEIVING ROOM WALL 3 FULL HEIGHT WALL FULL HEIGHT WALL 1 SALES AREA WALL N.T.S. N.T.S. N.TS. N.T.S. H SECURE HANGER WIRES W ME TO ROOF STRUCTURE � r , Z EXISTING ROOF FRAMING / I EXISTING ROOF FRAMING ! W ^ 1 z (� ^ (JOISTS OR F'URL100) 2x BLOCKING (J w/ OISTS C3) "S 00 PANHE PIJRLIND SCR S) EWS / EXISTING DEMISING WALL 12 IN GA. HANGER WIRE AT 48" O.C. i r 4 , 1:4 1Z CONT. SLIP CHANNEL - SECURE EACH WAY - PROVIDE SEISMIC W ` - J TO ROOF FRAMING (DO NOT (5/8" TYPE 'X' GYP BD) SUPPORT PER TLY OF C EILING DETAIL 1 / - ATTACHED TO ROOF PANELS) EXTEND STUDS FULL HEIGHT ® w TO ROOF STRUCTURE AND j 'NEST' IN SLIP CHANNEL ®® `I) w/ w/ 3/4" CLEARANCE - GO C3) e8 NT- 6 PANH " C20 EAD qa. SCR ) METEAL WS TRACK H ANG LIGHT CONT. 6" (2 0 q a.) METAL TRACK FIXTURES < ' M H4 6" (20 9 METAL STUDS/ 6" (20 g JOISTS 0 0.C. OF STUDS / GRID SYSTEM w/ I - N WIRE JOISTS 0 24" OG. 2x (FIRE TREATED) 2 CORNERS DIAGONAL OF EACH OTHER -TYP. MI BLOCKING 5 /8" TYPE 'X' GYP. BD. ON 1 \\\\: r , !� 6" (20 gaJ METAL STUDS m 16" O.C. O 1 RECEIVING ROOM CONT. 2x4 DOUG. FIR TRIM LL' W "' 11111=11__ - - INSTALL AT HEIGHTS AS INDICATED Q 1 . ON WALL DETAILS- p Nom 1' AS SPECIFIED I = LIGHT TRACK ATTACHED TO ® O 5/8" TYPE 'X' GYP BD EACH /8" TYPE 'X' GYP BD EACH ` _ � 111 „ 'T' GRID WITH CLIPS CONT. PAINTED 2x4 O SIDE OF METAL JOISTS SIDE OF METAL JOISTS WOOD i , TRIM m 10' -0 " A.F.F. AA.F.F. CEILING PER ROOM FINISH s __ OVER EXISTING GYP DETAIL I /A -2. APPLY I 5 LAYER 5/8" TYPE X GYP BD SCHEDULE - SUSPEND PER REFER TO CEILING PLAN r , 5/8" TYPE 'X' GYP. BD. OFFICE V ATTACH w/ CZ) I/4" - 20 x 3 12" ! BD DEMISING WALL - ' ATTACH THRU GYP BD HWH •4 SELF DRILLING SCREWS TO EXISTING STUDS w/ INTO METAL STUDS. DO NOT USE 7 MIN 1 I/2" SCREWS ADHESIVE OR CAULK) 1 u INTERMEDIATE HORIZ. INTERMEDIATE HORIZ. y- - 6" (20 a.) METAL STUDS - N Q BLOCKING m 1/3 POINTS I� g BLOCKING m I/3 POINTS li 1 DATE: April 1, 2002 m 1 D.c., FULL HEIGHT REVISIONS CONT. PAINTED 2x4 WOOD I 6" (20 gaJ METAL STUDS - � ' � � _ TRIM m 5' -0" AFF. EXISTING DEMISING WALL (5/8" m 16" 0.C, FULL HEIGHT DATE DESCRIPTION ___---\,_______ EXISTING TYPE 'X' GYP BD) 2x4 WOOD TRIM STRIPS PROVIDE SOUND ATTENUATION PROVIDE SOUND ATTENUATION INSULATION IN WALL m MANAGER'S INSULATION IN WALL 0 MANAGER'S HecErveo OFFICE AND RESTROOMS - TYP. OFFICE AND RESTROOMS - TYP c1*YOF n!xwn° 5/8" TYPE 'X' GYP. BD. Ogi 100 '� C. APR 11 NO? BASE AS SCHEDULED ` BASE AS SCHEDULED \ , �` CONT. TRACK SNOT TO \ CONT. TRACK SHOT TO Q , Via cEaM CENTER � w/ NC. S LAB . 2 DRIVEN w ILTSPOWDER DRIVEN 0 ��� itU FASTENER 'DN12' FASTENER '0N12' 113\044 INTERIOR �/ w/ 0.000" x 1.10" Sq. WASHER w/ 0 .080" x 1.10" Sq. WASHER " i 0;"'o 0'� 1 DETAILS • 8 CORRIDOR DETAIL CORRIDOR DETAIL 6 2x4 TRIM ANCHORAGE 5 TYPICAL WALL PROJECT N0: N.T.S. N.T.S. N.T.S. N.T.S. 02002 A-4 - • l ....■... 1 STORE NUMBER: 1129 PROVIDE WAi'ER HEATER STRAPS: OWNER: 9 9a. WIRE" ENCIRCLE WATER HEATER 4 0 ANCHORED TO WALL FRAMING AT 1/3 OF WATER HEATER HEIGHT - SECURED w/ CONSTRUCTION ```� ,f�, �6 10� P.V.C. CAP A BLOCKI INSTALL I" NON-METALLIC I BOTH ENDS ARE ST I/2" URE ABOVE TO SPACER BETWEEN WALL AND WATER ` G) TO BE REMOVABLE / STI�IICTU ABOVE NEATER tI G I P GA OO � SCHEDULE). MOUNT AT g_6„ , TEFL ABOVE HREAD TO STRUCTURE ` _`�� ��� , FILING F C 1 ix4x36 '2 WOOD - RIM (PAINTED) MIN. 11 __ -- I 1 X I X 1/8" WELDED . . O �����fy SUPPORT. (REF PLUMB FIXTURE GYP BD C 17 II"-„II_ ;;:- II , ` !EACH SIDE OF CLOSET) !U iiiiiiii - - • , 1DRILLING 0 x 2 MAKED "PLANS" AT ON KNAPE 4 VOGT. GOOOKS !REF SPEC) - HEAVY DUTY SHELVING .. �o 1 STANDARDS !I EL ING II ' / LOCKING IN 1561) i� J' �� Q Ill T YPICAL WALL CONSTRUCTION 2X4 BLOCKING IN � I '• —� I■i DRAIN IN PAN xa WOOD BLOCKING PAINT WALL a II ■I�I■' ! I ARCHITECT '.,�■- Q� HN WALL I i� £ 'II : 9" (F1AT - "889 -cc -z, r , O -_ ' l � . i, MOP ANGER • 4 1/2" 9" 9 4 I/2" ® FINISH "302 STAINLESS _ e e WITH RUBBER GRIPS) - - - - - -- - - -- _ FAUCET FRP TO 48 AFF. II SHOUM ' 1i \n SEAL Nom: INSTALL BESIDE PHONE I BOARD. CONTRACTOR 15 TO MOP SINK � -1 I — SET OF 'A5- BUIL WATER 7-+ n PROVIDE ONE (1) COMPLETE Ix4x36 "2 WOOD TRIM (PAINTED) I,,, —wl # �� I Lam, �AL ER HEATER SHELF ow 01 T' _ TILE BASE - Re: LEFT WALL REAR WALL RIGHT WALL DETAIL 9/A -3 DRAWINGS i 3 PLAN TUBE DETAIL COAT HOOKS 1 JANITOR'S CLOSET - "n.;- N.T. VI L. PUT?.: ...-F N.T.S. 2 SCALE: 1 I/2" = 1' -0" T AT OP WA:TQ? SPECIAL NOTICE TO SIGN MAKERS PIER 1 IMPORTS WILL BURNISH TO THE GENERAL CONTRACTOR A PRE- PAINTED WALL CABINET 1 BANNER AS SHOLLW BELOW. THE CONTRACTOR 15 RESPONSIBLE FOR AFFIXING 12" DEPTH PROJECT COORDINATOR IT TO A PLYWOOD BACKBOARD AND ATTACHING IT TO SUPPORTS AS DETAILED. 2 I/2" WIRE FOR FURTHER INFORMATION REGARDING THIS SIGN PLEASE CONTACT: :;: I PIER I C-NAGE DEPARTMENT r• 4 "m concrete filled 1811) BT8 -1IMPORTS 636 SI 0 c r ppe bollard (Painted) - • 1 O! PLY., 9 MICROWAVE (NIC) s2 WEST N E 6" die STEEL PIPE FILLED l — NA 85051 WITH CONCRETE -PAINT BACKBOA PLAS5:A: N PHOENIX. AE120 PIPE 'HIGH VISIBILTY YELLOW' Steel cane bolt �f�m� TOP i R g - , u,• BE 2PLMOOD FADE C omin S ooII EXISTING CON! SLAB l 2X4 tabo FRAME � �(l� I ,1 ��EP � uLI ®��T - . T Can bolt latch 5 FRAME TO BE LLLfYYY' I�1���� . welded to bollard ema, _ ! i l 0 SANDBAGS AROUND _ SECURED WITH `° • lseama mmab a ..= : X I o a�r.0 s home ma am ®vonee I l J \ LEGS — ' SINK AS SCHEDULED O PIPING TO BE INSULATED I 9 KNEE PER CODE r -I I SPACE 3IR" WOOD BASE - Meta l washer X I N BASE A5 SCHEDULED Alatik d 18, x 36" deep CON! I "1 / 1' -3" / 2 -6" / I' -3" N SIDE VIEW FRONT VIE 1'A""1 { 5' -0" „ 2' -S" (MIN) [i] Anchor welded to metal X / a {—, receiving door at proper TEMPORARY SIGNAGE: CABINETS TO BE PREMANUFACTURED, STAIN GRADE. CABINETS height THIS SIGN WITH THE LANDLORD COORDINATE D TY, PLACEMENT D) TO BE STAINED TO MATCH DOORS. MILL DIMENSIONS SHOWN, SEE FLAN FOR ACTUAL SIZE. alln=lk 4 r—i A PRIOR TO FABRICATION AND NSTALLATION. r 4 ' t� ' , z 7 BOLLARD DETAIL 6 DOOR BOLLARD DETAIL 5 ANNOUNCEMENT SIGN BREAK ROOM COUNTER ^ � c �' , t . � . ) F '^ N 4 N.T.S. - ® 1+1 � V I N.T.S. W Z <1 MINI NM= r W ■ ® moo <4 Q'1 - ■ PEI ® o ff' N E-4 DATE: April 1, 2002 REVISIONS 1 111 °- Z:Vda 5Ag. DATE DESCRIPTION , RECEIVED T !I UK TV OF TUKWitrl A PR 1 1 ZOOZ PERMIT CENTER Z 1 2 ? , ot ,,o „ INTERIOR DETAILS :PROJECT N. Lemown■agos■■, ' 02002 A- 5 - .... NUMBER: 1129 56' +/- f EQUAL 35 -2" EQUAL f OWNER: 1 1 * // �k o SIGN BY PIER I IMPORTS. ELEC. , 42" WHITE, INDIVIDUAL LETTER � 1 � ``` '`. f i G7 O CONNECTIONS SY CONTRACTOR ` Q NW EIFS CORNICE !WHE) INSTAI LED UNDER SEPERATE ■ ..... E SYNTHETIC P :::I G I ING) CORE- OLDS FASHION (EPT FACE CMU U1:TH CENT MOOTH CMU WITH CENTER SCORE- OLOR G) ISTING SIGN OLDE FASHION (E \ SY NTHETIC PLASTER - OLDE FASHION (EXISTING) 4" RECESSED SMOOTH FACE ARCHI TECT CMU - ESS SMOON 5YNT PL PLASTER - GRAY /EXISTING) (EXISTING) KENN BETTS A.I.A. -_ -_ Kenneth L Buffs. A,ehffed 1 1E SCA 99 4 CANYON, CN ROAD i ❑ SEA! ` BELL CANYON. CA 97307 — (.TEL 818 9D2 FAX 818 999 321 fJ — QV — — I: m — ::: T., 3 1 / Ar i �� T , 1ii - ry INATOR `wee g _, ;' -,, I I PROJECT COORD 1 I , 3723 iYEST BARNES LAN E PHOENIX, ARIZONA B505Z Q PHONE: 602- 841 -1284 i II SMOOTH CMU WITH CENTER SCORE- VIOLET (EXISTING) REPLACE EXISTING ENTRY DOORS WITH NEW SYNTHETIC PLASTER - PARTRIDGE WING (EXISTING) DOORS TO MATCH EXISTING STOREFRONT /�j H SMOOTH CMU WITH CENTER SCORE- SILVER MUSHROOM (EXISTING) SYSTEM SYNTHETIC PLASTER - WATER ROCK (EXISTING) wJS REMOVE EXISTING METAL ENTRY STRUCTURE PATCH EIFS INFORMATION � W ® C ^ � PATCH OR REPLACE STOREFRONT FRAMING A STOREFRONT ELEVATION AND CONC. SLAB AS NEEDED. tr1� 'OUTSULATION' EXTERIOR INSULATION AND FINISH SYSTEM G.' � ^ Z SCALE: I/4" = I' -0" AS MANUFACTURED BY: DRYVIT SYSTEMS, INC_ AMMEk I—.1 ONE ENERGY WAY P.O. BOX rT] ,fir', Z WEST WARWICK, RI. 02893 MIMI � V^ al y r^ REFER TO 'DRYVIT' MANUFACTURER'S SPECIFICATION FOR — �j V 1 'OUTSULATION' EXTERIOR INSULATION AND FINISH SYSTEM V L GLASS P. P. 4 EXISTING EIFS SYSTEM - PROTECT FROM THE GENERAL CONTRACTOR SHALL OBTAIN FROM 'DRYIT CORP.' FI DAMAGE DURING WORK, REPAIR TO EE ALL LITERATURE PERTANING TO 'OUTSULATION MD' AND — W • AT CONTRACTOR'S EXPENSE USE THIS INFORMATION AS A SUPPLEMENT TO THESE DESIGN ®® 0 DRAWINGS. IT SHALL BE THE GENERAL CONSTRACTOR'S SLOPE TOP of CORNICE s /4" PER Fool RESPONSIBILITY TO VERIFY THE SYSTEM IS BEING INSTALLED u IglY --r PER MANUFACTURER'S SPECIFICATIONS FOR THIS PROJECT'S 1""'1 SITE CONDITIONS. �1 EXISTING FRAMING - SITE VERIFY 1 I ,� SYSTEM INFORMATION FOR THIS PROJECT: EXISTING CONDITONS PRIOR TO I SUBMITTING SIDS 1 i 1 y BUILT - EP5 ^,1 FINISH COLOR: l CORfICE ` J I i I -' WHITE - MATCH EXISTING 1�1 NUM F i CONT 2 "w x 1,1 REVEAL Z SANDBLAST ALL SURFACES TEXTURES= 0°1 1 ® SFACES O w - -i REINFORCING MESH: ::: SIGNAGE INSTALLED +I W COMPATIBLE WITH 'DRYVIT' AND OTHER SYSTEM Laim CENTERED ON FASCIA U O COMPONENTS. USE PANZER 20 MESH FULL HEIGHT. EMOVE EXISTING EIFS AS REQUIRED BY v u m . 9 BASE GOAT: O NEW WORK - LIMIT REMOVAL OF EIFS TO 2 12" EPS OVER 3/4" EXT. F - AREA ONLY AS REQUIRED SY CONNECTION GRADE PLYWD ON 10" (20 gal Q a: COMPATIBLE WITH THE INC,t (CATION BOARD AND - OF NEW STUDS TO EXISTING SUBSTRATE Y y METAL STUDS a 24" O.G. W W REINFORCING MESH. (SITE VERIFY CONDITIONS PRIOR TO BIDDING) ' � E w INSULATION BOARD (EPS.h Z EXPANDED POLYSTYRENE MEETING THE 'DRYVIT' 1 CONT 2"w x I, REVEAL m SPECIFICATION FOR 'OUTSULATION' INSULATION 80ARD. rx F - ADHESIVES: T I CONT. 6" dia EPS TRIM �q _ USED TO ADHERE THE INSULATION BOARD TO DATE: April 1, 2 0 0 2 1 — THE SUBSTRATE AND SHALL BE COMPATIBLE 1 ' WITH THE SUBSTRATE AND THE INSULATION BOARD. REVISIONS APPLIED IN A MANNER AS SPECIFIED BY 'DRYVIT' � _ - - _I AS REQUIRED FOR SUBSTRATE. DATE DES C R I PTION © NEW SUBSTRATE: EXISTING EIFS SYSTEM - PROTECT FROM I/2" DENS -GLASS GOLD SHEATHING (MEETING ASTM C -19 - - - - DAMAGE DURING WORK, REPAIR TO BE REQUIREMENTS). ATTACH TO METAL STUD FRAMING AS RECEIVED AT CONTRACTOR'S EXPENSE SPECIFIED BY MANUFACTURER FOR SITE CONDITIONS. cm ofTU.rm WATERPROOF MEMBRANE 4 AIR BARRIER: APR Z 1 ZO OZ tam SHALL BE 'BACKSTOP' (DS435) WATERPROOF vERAIrcEn ER PROTECTIVE COATING. AS PART OF MEMBRANE )' ' 4- CONTRACTOR TO APPLY 'GRID TAPE' AND J 'FLA SHING TAP£' PER 'DRYVIT' SPECIFICATIONS. 0g,115:5sl's:CL‘''': �` O'�d� TERMINATIONS: STOREFRO THE SYSTEM SHALL BE HELD BACK FROM ADJOINING ELEVATION �C MATERIALS AS SPECIFIED FOR SEALANT APPLICATION AND CLOSED CELL BACKER ROD. A SECTION ' A' EXPANSION JOINTS: DETAIL WHERE EXISTING BUILDING EXPANSION JOINTS OCCUR WHERE THE OUTSULATION SYSTEM ABUTS DISSIMILAR PROJECT No: SCALE: 3 /S" = I' -0" MATERIALS. 02002 - STORE NUMBER: 1 1 29 OWNER: �� ej e G< P' O °O VERIFY SPACING OF EXISTING STUDS - REMOVE EXISTING EIFS A5 REQUIRED BY , �� 4 INSTALL NEW 'SIGN PROJECTION' STUDS NEW WOPo( -LIMIT REMOVAL OF EIFS i0 - _` _,'!� NOTE CEED O(C. -r IFAGREATER S OF NEW StUDSS O E SUBSTRATE DAM DURING SYSTEM ORK, REPAIR TO FROM �`�� G� (�'� �1 ry � THAN 24" INSTALL HORIZONTAL BLOCKING BETWEEN EXISTNG STUDS 1517E VERIFY CONDITIONS PRIOR TO BIDDING) AT CONTRACTOR'S EXPENSE !� ® 16" O.C. FOR ` � `� POSITIVE CONNECTION OF NEW STUDS THRU CUNT 3/4" SEALANT en/BACKER ROD - ° �jy.. AS. EXISTING SUBSTRATE INTO BLOCKING). \ SEALANT TO MATCH EIFS COLOR ! �O O \ \ \y 1 -SLOPE TOP OF CORNICE ®I/4" PER FOOT `e � ARCHITECT ::::::: :;:;::::::::: >: >:: >:: »..: >, KENN BUTTS A.I.A. VERIFY SPACING OF EXISTING STUDS -:::`:::::::::::"::' ' "'"'''::::: %::'::` ":::` ?' INSTALL NEW 'SIGN PROJECTION' STUDS -- , ::: %r l :'::'t' ::$� :: T Kenneth L Beets, An:hBeet o t:•�:• AT SAME SPACING (IF SPACING DOES 124 5@GEC ROAD , BELL CANY CA. 9i3O7 NOT EXCEED 24" O.G. - IF GREATER THAN 24" INSTALL HORIZONTAL BLOCKING: y TEL 878 999 4272 FAX 878 999 4321 BETWEEN EXIST,* STUDS ® 16" O.C. FOR 2 L POSITIVE CONNECTON OF NEW STUDS THRU EXISTING SUBSTRAE INTO BLOCKING). P EPS ET FRCM e AL O BE � . ..... -. - -. .... - .. SE APR 07 21Y CO, 3/4" OD - _, � REMOVE EXISTING EIFS AS REQUI RED BY L 10" (20 a.) STUDS ®24" O.C. ^ - = X M0 SCEWS o " O.C. �` AEA ONLY AS REQUIRED BY COEGTION 2 I" EPS 'SIGN FASCIA' OVER I" TO EXISTING SUBSTTE "'''� EPS (OR 2 i2" SINGLE LAYER) r TA0f TE VEIFY CNDITIONS PRIOR TO BIDDIN) 11t RAM11 GRADE PLYWD ON 10" (20 ga.) Q i0 W _ c...a • = _. - cow. 6" dla EPS TRIM CBELOW) PLYWOOD 1 I2" EPS OVER 3/4" EXTERIOR GRADE - ':•::`-': ME TAL STUDS a 24" O.G. - U :•,• :: 10" (20 v.) STUDS g 24" O.C. LL I" EPS 'SIGN FASCIA' OVER 112" EPS I (MAX) WITH .10 SCREWSS m 16" O.C. 0 Z (OR 2 12" SINGLE LAYER) HORIZONTAL )MAX) iHRI EXISTING 'U SUBSTRATE INTO EXISTING — FRAMING N PROJECT COORDINATOR 35' 0 TENANT SIGNAGE INSTALLED FACE-TO-FACE OF 'BACKER' EIFS » CENTERED ON FASCIA 35' -2' \` Cam � G. P SIGN FASCIA // II " " "' v 3723 WEST BARNES LANE PHOENIX- ARIZONA 85051 PHONE: 802- 841 -1284 3 SIGN PROJECTION DETAIL SIGN PROJECTION DETAIL <1 Z SCALE: 1 1/2" = 1' -0" 1 5 CALE: 1 12" = 1' -0" ♦J - O . ^ n ^ ` W ? :t C/ TENANT SIGNAGE INSTALLED ® ` ' Z /CENTERED ON FASCIA ~ J L� VERIFY SPACING OF EXISTING STUDS - y— / INSTALL NEW 'SIGN PROJECTION' STUDS FAY z - AT SAME SPACING: CIF SPACING DOES I" EPS 'SIGN FASCIA' OVER 1" ^ 0 r7 NOT EXCEED 24" O.C. - IF GREATER EPS COR 2 1/1" SINGLE LAYER) THAN 24" INSTALL HORIZONTAL BLOCKING _ r CID BETWEEN EXISITNG STUDS ®16" O.C. FOR ,:; :. ?• 1 I2" EPS OVER 3/4" EXT. W = POSITIVE SUBJECTION OF NEW STUDS THRU GRADE PLYWD ON 10" (20 ga.) Q EXISTING SUBSTRATE INTO BLOCKING) METAL STUDS o 24" O.C. O 10" (20 ga.) STUDS ®24" O.C. N ' u ® W 5U ::i::; (MAX) WITH n0 SCREWS a 16" O.C. 0 ME=N HORIZONTAL (MAX) THRJ EXISTING ) O T 1 ..; -.;. SUBSTRATE INTO EXISTING N U `,/ ;.:;;. •FRAMING W 1 " � e..� REMOVE EXISTING EIFS AS REQUIRED BY "� O ✓ ,4 :1 1 , . : > <. NEW WORK - LIMIT REMOVAL OF EIFS AREA ONLY AS REQUIRED BY Y CONNECTION - S a T \ :;:,? :, OF NEW STUDS TO EXISTING SUBSTRATE CUNT 2 "w X 1.,1 WEAL 0 Z (SITE VERIFY CONDITIONS PRIOR TO BIDDING) Z - Z :8:':•'Y: ?: CUNT 6" dla EPS TRIM I O DATE: April 1, 2002 5 " 3 " REVISIONS DATE DESCRIPTION EXISTING EIFS SYSTEM - PROTECT FROM DAMAGE DURING WORK, REPAIR TO BE FEcEIVEo AT CONTRACTOR'S EXPENSE CItt �F VKV /IU ^ ` G �S V �p n ^ PERMIT CENTER • 2>e) 12."°,16. �G , 015 EXTERIOR DETAILS 2 SIGN PROJECTION DETAIL PROJECT No: SCALE: 11/2" = 1' -0" 7 02002 A- • /SORE NUMBER- 1129 OWNER: �� MECHANICAL LEGEND `♦ 91NGLE I DOUBLE ABBR. DESCRIPTION ❑ I ` ` \\ ` S ' U + 7 + ° RECTANGULAR DUCT (NEW) • t h A� Q C !N � 7' u 4 o TRANSITION \I - O ° ROUND DUCT !NEW) (OR OVAL) 0 RD O' ✓AL , ) J 312 - - - V 312 312 312 312 312 312 I I 312 �` �� O _ \ - - -� — — — AR DUCT T lEXS ING/ 8 CFM o- -! CFM 12/8 SR I2 /8 SR CFM .6. -No. CFM 12/8 SR 12/8 SR CFM f - CFM 12/8 SR 12/8 SR CFM 04- - .--4 � -I. CFM �`_ _ -- Og © P: f„,.., a ;.I; i 4,1".., fiFl I2 /8 SR I I I,. SR G fp ( tj 4° Q � ' � L G ( � - - -� e - _� o R OUND DUCT (EXISTING) 9 ' ' 0 r` • 16 /S SR I I 16/8 SR I uu '�j �• - h - ` � r - 4 ° 45 DEG. TA USE AT BRAN, DUCTS ONLY /7'� ( G G `Q f M c ° DUCT SPLIT W/DAMPER: USE AT ELBOWS AND TEES: / 12/14 12114 12/14 12/14 — `_ . PROPORTION DUCT AREA° 6Y CF✓'S / U r \ .. o CURVED ELBOW -MIN. RADIUS R: 15 WIDTH GAS METER ARCHITECT �Y- VER!, EXACT 14/14 FIELD A G C Jr r ,i� o '30 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES LOCATION IN 12/8 3R }-- 111111 --} 11111 o FLEXIBLE DUCT CONNECTION 7— I 2 - l Kenneth ROAD � o 0 � SD SMOKE DETECTOR ( 312 , 1 312 rOO I 312 r - -- - - -' 312 312 I � 312 111 416 E�A CFM �� �_ u � � G CFM � CFM �.• F i CFM BELL CANYON, G. 91307 416 CFM �- n i n C TEL 818 999 4272 FAX 818 959 4321 1 12/8 5R I 12/8 SR 12/8 SR I I./8 SR T O 1 vD VOLUME DAMPER W /LOCK'iNG: QUADRANT CFM t I 1 y ,r., 12/8 SR ' ■ I 12/8 SR 12/8 SR 1 F 1 6 /S SR r 16/S SR 16/16 22/16 I r _ ' 22/16 16/16 IC o 1 �_��� O 16/16 SPIN -IN FLEX DUCT TAKE -OFF W/DAMPER 4,/48 1- - - - - -� ® SA SUPPLY AIR 16/16 w RAG ------) [. . J . 0 A 16/16 o EXH EXHAUST AIR O IIM ©M 9II 8 o ZJ RA RETURN AIR 16/16 Q 16/16 ;:- , - -- -34lt4, A o H REL RELIEF AIR I o OSA OUTSIDE AIRS 1 RAG • ® o NEW CONNECTION TO EXISTING CFM E- 416 I 1 416 i i CFM L _ /_ 0 312 3 12 312 - o TA TRANSFER AIR 1 1 16/8 SR L 312 312 U CFM 312 312 _ CFM �-• F -i i CFM I6 /8 SR I 1 t 312 o CFM .- F- -.4 CFM f H i CFM .__ 12/8 SR 1 1 L - - C FM J CFM 12/8 SR 1 I 1, /8 SR O o ER EXHAUST REGISTER 12/8 SR 12/8 SR X 2/8 gR 12/8 SR 12/8 SR IS /18 v G r I8/18 o o ED EXHAUST DUCT 100 CFM (X?, y 24/24 CONSULATANT O o EFF BELOW FINISHED FLOOR ° o o AFF ABOVE FINISHED FLOOR I 8° DIA. 8 DIA. CD CD CD `` �I 8 o Y.V. KULKARNI PE o o NTS NO? TO SCALE r - � ' -� ' ■ „ 12/14 0 F 7 \„,-1- i F1 O 1 ENGINEERS O T THERMOSTAT RG . ` p � ` �2� 48/ I\ 1 i I\ I I / 20/20 24'X24° :MEP" ��..� 12/14 RAG L L \ �i I VY \ i O1 I PHOENIX, ARIZONA DRIVE 85020 . - ■■I • �� . . 50 1 ___ _ r 00 R \ ■ I ° I, G I G LI 602 678 5 1 12/14 J 12/14 602 678 0530 (FAX) NOTE: NOT ALL SYMBOLS ARE USE �� `tFt 111 j 12 /B SR 312 312 GFM - -B. G CFM H -1. CFM //V1ti CD -I i-. 2/14 �E I 312 312 - — 1 1 ■�'� 50 I CFM t F -i i CFM CFM �- I--i i CFM CD -I I V 1 1 12/8 5R 12 /8 "R I I 12/8 S 12/8 SR G. SR 12/8 SR _ I. /8 SR 8 D IA - - - _ I 27 ill 6000 1 GENERAL NOTES: I ' ^) I MECHANICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID 0 E �� H COMPLETELY FAMILIARIZE HIMSELF WITH EXISTING- CONDITIONS. 1� CONTRACTOR SHALL NOTIFY ARCHITECT 4 ENGINEER OF ANY ��yy ��11 DISCREPANCIES PROIR TO BID. MECHANICAL CONTRACTOR IS Hy � RESPONSIBLE FOR ANY ADDITIONAL COST'S INCURRED DUE TO LACK n r NM OF A PROPER SITE INVESTIGATION. ' II IIIII w i- 2 MECHANICAL CONTRACTOR SHAT L INCLUDE IN HIS BID ALL ITEMS FLOOR PLAN - MECHANICAL ti NECESSARY TO CARRY -OUT THE INTENT OF THESE DRAWING'S E SCALE I/O ° = 1' -O' II II IIII, ,IIIII �. z COMPL Y WITH ALL LOCAL CODES 4 BUILDING. AUTHORITIES. I. N\- ® �U w r - , L CI] , /.4 WASy /N 6 200 M5 A; y4 2 ® 1--4 Z 200 M131-1 g - ®® 7 � l $275161 ' Z AONAL ,-1 U1-1 I/2' EXPIRES A'17 -2110 r ON NM 50 ,151-1 1 � r 1 4' - '�v-�I -\ ® x - _ I I/2- I i /4' KEY NOTES: -- up 2 0 18c144. 1 NATEft � ® P NEW '12 -I/2 TON ROOF TOP GAS HEAT A/C UNIT. MODIFY -- - - _ 1 1 / 4 ' EXISTING CURB/ROOF OPENING TO ACCOMMODATE NEW UNIT. 1. FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT, FEES, O 2' 2 NEW 15 TON ROOF TOP GAS HEAT A/C UNIT. MODIFY PERMITS, CERTIFICATE OF INSPECTION, ETC., NECESSARY OR 100 MBH EXISTING CURB/ROOF OPENING TO ACCOMMODATE NEW UNIT. REASONABLE, REQUIRED FOR T145 COMPLETE INSTALLATION OF ALL AIR CONDITIONING WORK THE WORK SHALL BE IN STRICT O O NEW "LIGHTSTAT' MULTISTAGE MODEL TME- POI -RR5 ACCORDANCE WITH ASHRAE GUIDE, AND ALL LOCAL AND STATE CODES, THEROMOSTAT LOCATED PER PLAN, WITH ALL NEW ORDINANCES AND REGULATIONS. WIRING IN CONDUIT. 2. DUCTS SHALL BE FABRICATED OF PRIME GALVANIZED LOCK FORMING N H I/z P51 GAS METER VERIFY FINAL LOCATION OF REMOTE SENSORS WITH QUALITY STEEL SHEETS, OR A GAUGE IN ACCORDANCE WITH THE PIER 1 IMPORT PROJECT MANAGER PRIOR TO ROUGH -IN. FOLLOWING TABLE: 11 DUCTS WITH LONGEST SIDE NOT MORE THAN 12' IN WIDTH26 GA 0 NEW REMOTE TEMPERATURE SENSOR MOUNTED DUCTS WITH LONGEST SIDE B TO 30' IN WIDTH_24 GA - DUCTS WITH LONGEST SIDE 31' TO 40' IN WIDTH -22 GA - - - -- - - -- - -- METAL CAP ON COLUMN o 5' -6' AFF. INTERLOCK WITH DUCTS WITH LONGEST SIDE OVER 40°.___20 GA : DATE: APRIL L 2002 ASSOCIATED NEW THERMOSTAT LOCATED AS SHOWN. 3. PROVIDE RADIUS ELBOWS, TURNING VANES, AND SPLITTER DAMPERS GAS PIPING 1° RIGID INSULATION IN BRANCHES AND EXTRACTORS WHERE APPLICABLE REVISIONS O5 PROVIDE NEW THERMOSTAT AND SENSOR CONTROL WIRING. 4. DUCT SIZES SHOWN ARE 'CLEAR INSIDE' DIMENSIONS. DATE DESCRIPTION VANDAL PROOF S. TEST AND BALANCE SYSTEM. SUBMIT REPORT TO OWNER WITHIN 10 NTS EXIST. ROOF . • 11 < -------- SCREWS O6 NEW AG UNIT ON ROOF. I' CONDENSATE DRAIN W. TRAP < VENT. DAYS OF COMPLETING TEST AND BALANCE. NOTES CURB \ ROUTE TO MOP SINK I. LONGEST RUN = 96' \, EXIST. ROOF 6. ALL DUCTWORK TO BE CONSTRICTED AND INSTALLED IN ACCORDANCE RECEIVED O SEAL EXISTING AC CURB WITH INSULATED WEATHER PROOF GAP WITH 'ASHRAE,SMACNA STANDARDS 4 UM.C.X. c 40iirau4, AND MAKE VANDALPRCFF. 1. EXACT PLACEMENT OF DIFFUSERS AND REGISTERS TO BE COORDINATED !1 H 1 1 ?99.? O8 SAME AS O6 BUT I' WITH ARCHITECTURAL - REFLECTED CEILING PLAN. ERMI I I.oN I tit S. CONTRACTOR TO VERIFY LOCATION OF ALL AIR EQUIPMENT 50 THAT Sr INSULATED CURB CAP DETAIL 0 UNIT HEATER 4° FLUE THRU ROOF TO CAP NO INTERFERENCE5 ARE ENCOUNTERED WITH OTHER EQUIPMENT OR ,Q WITH STRUCTURAL ELEMENTS. �F � SEE DETAIL ON SHEET M -2. F1/' ./1 1T A ` 0 FLOOR PLAN MECHANICAL CONTRACTOR TO VERIFY THAT ALL DUCTWORK WILL FIT Oi /�r ' NTS 1O PROVIDE WALK OFF PADS. 9. WHERE INDICATED WITHOUT INTERFERENCES. R� `&iliEL �Y ( MECHANICAL 0 G.C. TO PROVIDE ADDITIONAL SUPPORTS FOR NEW 10. THERM05TAT5 MU5T BE LOCATED NO LESS THAN 48' AFF. ' ,.,ii r 1 , Do 2 PROJECT No: . . , . . . Mr`C 9 1L -2002 M- e_____o ■ STORE NUMBER: 1129 OWNER: �� :e <> (0 0`1' suPPLY DUCTWORK ��` Gj •C:;‘Op 100 Z25 FRAGT 120/1 YES DIRECT 6 SWITCH W/ LIGHTS AIRFL° EF c Y GRILLES, ♦ c pt ,, < ,• ;6 ty e EXHAUST FAN SC HEDULE LLES REGISTERS AND DIFFUSER � �, \:' �� o 1 MARK MODEL TYPE CFM E.S.P. HP VOLT 0 B.D.D. DRIVE CL OPER' REMARKS SIZING SCHEDULE `'O�o�� IM W/ FITTING GsREENHEGK SP-6 Q A _ C INSTALL DIFFUSERS PER SCHEDULE BELOW. I ARCHITECT W/ AIRSCOOP 4 VOLUME DAMPER VOLUME DAMPER DO NOT EXCEED MAXIMUM CFM INDICATED. BASIS OF DESIGN: TITUS TDC. MAX. 25 NC. RD NECK NECK MAX BUM ALA. SIZE SIZE CFM Kenneth L Buns. Architect 9 724 S(AGE8i8 9[OAC4N 7ROAD 878 9 X 12 8" DIA 400 \ BF CANTON, U. 9 12 X 12 12" DIA 40D TEL 9 22 FAX 949 4321 15 X 15 14" DIA 600 FLEXIBLE DUCTWORK 16 X 18 16" DIA 700 TO SUPPLY OUTLET NOTE: PROVIDE EXHAUST FAN WITH THE FOLLOWING: 21 X 21 21 X 21 1500 MAX 8' -0' L FACTORY SUPPLIE ROOF AND EXHAUST GRILLE 24 X 24 24 X 24 2000 SEAL a 2 . I NTERL O CK VI RE LAY T LIGHT SW I RESTR TO ENERGIZE WHEN LIGHTS ARE ON. INSTALL RETURN GRILLES PER SCHEDULE BELOW. DO NOT EXCEED MAXIMUM CFM ���� INDICATED. 4 ) .- G� GRILLES, REGISTER & DIFFUSER SCHEDULE BASIS OF DESIGN: TITUS 350RS. MAX. 25 NC. re WAS y,. P C - BRANCH TAKE -OFF DETAIL 24 x 12 MODULE < { z z MARK MANUF./ DESCRIPTION FRAME STYLE FINISH MATERIAL DAMPER NI REMARKS NECK SIZE MAX CFM y MODEL # 12 x 22 1100 CD-I TUTUS SUPPLY D1FF. NOTE 1 LOUV. WHITE STEEL 05D. 30 - _ _ TOGA 24 x 24 MODULE 2 ONAL �_ TUTUS �11J DUFF. NOTE I LOUV. WHITE STEEL NO 30 NECK SIZE MAX CFM 41 ' 350R6 22 x 22 1800 1 EXPIRES CONSULATANT &\_, Y.V. KULKARNI PE SMOKE DETECTOR NOTE. CONSULTING ENGINEERS 111111 (..---CAP SMOKE DETECTOR MOUNTED IN SUPPLY 2130 EAST KALER DRIVE DUCT. AUTOMATIC SHUT -OFF SHALL BE ACCOMP- PHOENIX, ARIZONA 85020 602 678 - 5993 LISHED BY INTERRUPTING POWER SOURCE OF HEAT 602 678 0530 (FAX) PUMP UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT. SMOKE DETECTOR TYPE "B" FLUE SHALL BE LABELED BY AN APPROVED AGENCY MIN 24 ABOVE , FOR AIR DUCT INSTALLATION AND SAALL BE (1") NOTE: INSTALLED IN ACCORDANCE WITH THE DEVICES SHALL S VENTILATED INSTALLATION INSTRUCTIONS. SUCH DEVICS t ROOF PARAPET ROOF JAC ROOFING 1. CONTRACTOR SHALL PROVIDE T -BAR BORDER IN ALL LAY -IN CEILINGS AND FLANGE TYPE BORDERS FOR ALL BE COMPATIBLE W10H THE OPERATING VELOCITIES, I" OTHER APPLICATIONS UNLESS OTHERWISE INDICATED. THE WHERE FIRE DETECDTION HUMIDITIES OF 2. CONTRACTOR SHALL PROVIDE SQUARE TO ROUND ADAPTORS AS REQUIRED FOR INSTALLATION. SYSTEMS AREA PROVIDED FOR THE BUILDING, r O THE SMOKE DETECTOR SHALL BE SUPERVISED r JI BY SUCH SYSTEM. DETECTOR SHALL INSTALLED DETECTOR SHALL BE PROVIDED AND I NSTALLED 1" FROM COMBUSTIBLES LINE MECHANICAL. INTERLOCK BY MECHANICAL, W ^) LINE VOLTAGE BY ELECTRICAL. (TYPICAL FOR w ALL UNITS). = im 4.1 p- ' / 1 I I 1 fe PACKAGED GAS /ELECTRIC AIR CONDITIONING UNIT SCHEDULE A W MA MO EL • « TOTAL I OSCAPACITIES PBLOW. MIN ARI ENT At COOLING 511114 NATURAL ELECTRICAL REMARKS W H `' GAS MANUFJ FLUE THOU ROOF 240 EER CFM CFM IWCs NP (6TUH/W) DS W5 DS U� TOTAL SENS. INPUT OUTPUT MGA VO8T0/PH QI z NEW 1 4 2 TRANS 5000 1452 .15 5 9 5 5 53 84 65 146 121 2 00 1 62 30A Milli NTS YGDI50 3 PHASE !12 -I/Z TON r w TRANS 480 NEW 3 r) YCD100 3000 336 .15 1 1 1. 0 55 53 84 65 85 '75 100 80 20A 3 PHASE 1 -1/2 TON ■® OUTSIDE AIR INTAKE III H an WITH FILTER, DAMPER / AND BIRDSGREEN� , (_RTU : 1 111 O ..,..,. = ,4 y 3 /A' CONDENSATE DRAIN WITH TRAP 4 VENT ®® a ASKET WOOD NAILING STRIP VENTILATION SCHEDULE UNIT HEATER SCHEDULE ® _ � FLASHING CO 6 / INSULATION BOARD MARK MARK O , ADJUSTABLE CURB IT ; ( l ANT O. ._\ I ROOFING. aa'�.. V RTU 142 9680 SQ. FT. X .3 = 2904 CFMOSA REQUIRED UP HORIZONTAL DISCHARGE. GAS FIRED. 50 MBH INPUT. 87 RA SA ' / SMOKE DETECTOR 9 RT4 ONLY 25 TONS X 29 o OSA = 2904 GFM PROVIDED NON - STANDING PILOT. SPARK IGNITION. CONDUIT MOUNTED I l / k• ----------- am / T'STAT. ADJUSTABLE LOUVER DAYTON OR EQUAL ADD STRUCTURAL . - SUPPORT IF REQUIRED 850 - 2400 SQ. FT. X .14 = 336 CFMOSA REQUIRED DATE: APRIL 1, 2002 1.5 TONS X 11.2% 064 = 336 CFM PROVIDED IIII REVISIONS 1 alp 11 _ DATE DESCRIPTION TAG: "SMOKE DETECTOR ABOVE CL'G' NOTE: PROVIDE EXHAUST FAN WITH THE FOLLOWING: RECen7:o UTLIZING NOT LESS THAN I/O ° LETTERING 1. FACTORY SUPPLIED ROOF CAP AND EXHAUST GRILLE cnvoF7 ,1k. 2. INTERLOCK VIA RELAY TO LIGHT SWITCH IN RESTROOM TO ENERGIZE WHEN LIGHTS ARE ON. APR 1 1 2002 P EMT CENTER RTU ROOF JACK GENERAL NOTES �RAr NTS I. T.G.G. MAY SUBSTITUTE SPIRAL DUCT OF EQUIVALENT CAPACITY, N LIEU OF RECTANGULAR DUCT SIZES. PFp �,1 4IT f 2 4 N VAPOR DEAL WOT IN B NON-CONDITIONED CONCEALED SPACES WITH 2' THICK 3/4 0 WITH FOIL FACING .ppRI A , ., NOTES - DETAILS Ammismi 3. SEAL ALL SHEET METAL DUCT JOINTS 4 SEAMS WITH IRON GRIP "601 AND GLASS MESH F5-150 " � RE OU1, R�p SCHEDULES • 4. DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR AIR FLOW DIMENSIONS. 0 MOUNT DUCTWORK AT 13' - 0' MIN. APP. RECEIVING MOUNT BOT. OF DUCT WORK m 15' -4' MIN. PROJECT No: ` 16 -2002 M — 2 • STORE NUMBER: 1 129 OWNER: FIXTURE UNIT CALCULATIONS I PLUMBING SYMBOLS PLUMBING SCHEDULE • ��,. gory, MARK DESCRIPTION Qn- F.U. EA. TOTAL F.U. • � G � � . �� WASTE WATER WASTE WATER REMARKS WATER CLOSET 2 6 5 12 10 W. DRAIN OR WASTE PIPING MARK FIXTURE DESCRIPTION G.W. H.W. DR. i� P c3 ° QQ LAVATORY — — — — V. VENT PIPING 2 I 2 _ 4 AMERICAN STANDARD LAC. •035512.012 WITH CONCEALED ARM SUPPORT t _ .` W SINK - C.W. COLD WATER PIPING PI LAVATORY AND •7400.1121-1 GOOSENECK FAUCET • 1123.018 DRAIN AND P TRAP 1/2" 1/2" 1 - 1/2" ADA tl r_ Z 3 4 3 4 H.W. HOT WATER PIPING Il G-A CHROME PLATED. INSULATED SUPPLIES 4 STOPS AW Q QQ ,�`Z`;�1 DRINKING FOUNTAIN 1 2 1 2 - P2 MODEL 3043102 BOWL +F- B.V. BALL VALVE \ 4 43 Z.'' 4 > 4 —I, W.C.O. WALL CLEANOUT WATER CLOSET 40E50_100 TANK .5500C OPEN FRONT SEAT LESS COVER 1/2 4 4 , • MOP SINK TOTAL FD'TURE UNITS 21 24 J1 - V.T.R. VENT THRU ROOF �V P.R. PRESSURE REGULATOR F3 FIAT MOLDED STONE MOP BASIN • MSB -2424 W/ FAUCET 5341.015 _ `Z` MOP SINK W/ HOT /COLD SUPPLY W/ MALE THREAD HOSE BIBB • STOPS I/2 ° 1/2" 3" Q 2c .FIXTURE UNITS = 17 GPM = I' WATER METER FCO FLOOR CLEANOUT SCG SURFACE CLEANOUT P4 WATER COOLER HI /LOW OASIS PS AMSL W /APRON, SANDSTONE VINYL ON STEEL, 1/2" 1 -1/4" ARCHITECT I -1/4' P -TRAP, 1/2' SUPPLY • STOPS ADA - WALL HUNG I PS WAT HEATER STATE "CV- 10- IMSI -K, 10 GALLON STORAGE ELECTRIC 3/4" 3/4° 3/4' OPEN T KEY NOTES WATER HEATER MAX 2 KW, 120 V. 1 PH., 4 STOPS SITE DRAIN / Ke nneth L Bulls, A h8ec NOTE: NOT ALL SYMBOLS ARE USED. 124 STAGECOACH ROAD HELL CANYON, CA 91307 ELKAY • BCH -15 -C SINK, FAUCET (W/WRIST BLADES) 4 STRAINER TEL 818 999 4272 FAX 818 999 4321 0 n P6 SINK P TRAP AND INSULATE SUPPLIES 4 STOPS 1/2" 1/2" 1 -1/2" REMOVE EXISTING TOILET AND SINK. CAP P_BG. IN WALL - NO EXPOSED VESTIGES. NEW FTU 1 O EXTEND EXISTING I° CW WITH NEW SOv TO NEW PLUMBING- SEAL LOCATIONS AS SHOWN. FD FLOOR DRAIN JOSAM 88250 -90.10 CHROME PLATED, WHEN REGE'D. 4 SHUT OFF VALVE - - -- -- -- 3" O BEFORE CUTTING FLOOR HAVE BLUE STAKE MAKE E SURE THERE 1 5 �a' RESPONSIBIE Y O o REPAIRE 1T.cu-Tl IT IS THE () WG NOTE: LOCATIONS WHERE WATER SERVICE METER IS LESS THAN 1 1/2° USE TANK TYPE WG AMERICAN STANDARD �A i/ °+sy /N �l WALL ��77 x2168.100 CADET ITN lb GPF ELONGATED, PRESSURE- ASSISTED TOILET z Z 0 FIELD VERIFY LOCATION OF ALL LINES TO BE CONNECTED TO BEFORE 0 0005 7 BIDDING PROJECT. NOTE : i DRAIN PIPE PLUMBING CONTRACTOR TO VERIFY ABOVE FIXTURES ARE CALIF. APPROVED BEFORE ORDERING. ,$ 28857 ® INSTALL NEW WATER HEATER WITH SAFEPAN ABOVE MOP SINK SEE DETAIL R �7. MFR `- ON DWG. I /A -5. FULL SIZE T 2 P RELIEF 4 SEPARATE SAFE PAN DRAIN TO MOP kxsioN SINK O 3/4° H 4 GW DOWN TO HEATER LE _ 3 - 4 - 2ao3I 0 EXTEND NEW 3' WASTE TO EXISTING TO EXISTING 4° WASTE. FIELD VERIFY CONSULATANT EXACT SIZE, LOCATION, DEPTH 4 DIRECTION OF FLOW PRIOR TO ANY I/ MOP SINK 75• PLUMBING WORK. 75, Y.V. KUTL11t RNI PE (_ 3/4° H 4 I° cW DOWN To HEADER I I L_ 1 r 40 .ls' CONSULTING ENGINEERS 15° 2130 EAST KALER DRIVE O9 PHOENIX, ARIZONA 85020 REVISE EXISTING AUTOMATIC SPRINKLER SYSTEM AS REQUIRED TO PROVIGE 5 11011 • \ 602 678 - 5993 FULL COVERAGE FOR NEW ROOMS. O 1 1 602 678 0530 (FAX) CONDENSATE DRAIN DETAIL 6 I , NTS 1' 2 115. J r PI P / .5' 5' r 0 P RIMER , I . P2 N .15' TRAP '..I1 I. PRI ER PI n FDWJTP P3 ' V s. J P4 W 4 I A z 1 __ HOT AND COLD WATER eim P4 W SAW CUT EXISTING- L ' ' ' ,- .--/( `` , NTS w `� ■ CONCRETE FLOOR Z MEM `6J PATCH TO MATCH. (NEW) -_ -r=1 I ^ � ∎ e P6 )� w ®.. 1vZ -- - L _ _ 11 n L 0 ' Y Y I l z 2 /' L I 1��11 / O P G • • 7 PI 2 CO " PI ® // ` FDWrP F2 P2 FDW/TP P3 O © TI -'--- - ,, (NEW) 2' 23' �3'GO ^ T/'3 L �� n �u FD W/TP ■ ® W l/ 1 2' 2' NMI I P6 ® O • J O I I I� I / U FD W/TP J / P4 \ - EXIST'G 2' VTR J ✓ \ 2 2" 3 N r PH, 2 2 •l I 2' r I I n L5' _- �� PI 3' 3' 2 P4 DATE: APRIL 1, 2002 P2 2 , REVISIONS z' 3' » 2'CO DATE DESCRIPTION FD W/TP cr )Frukwiu 0 APR 1 1 2002 REMODEL PLUMBING FLOOR PLAN olhh PERMIT CENTER 14 Z � SCALE: /4 = I' -m• L Rd T F WASTE AND VENT SCHEMATIC A rem ,,, -E P FLOOR PLAN NTS RE URF0 PLUMBING I PROJECT No: 16 -2002 P-1 i„,—..-. N STORE NUMBER: 1129 1 TRACK LIGHTING LEGEND 0 16 L O TYP. I OWNER: TYPE DESCRIPTION ° - - 1 4 ri, ..i.Blf IN N - L r � 11 A - 0, A -14,16 � ' ♦ Q OPARATE CIRCUITS ME RUN - THREE SEPARATE . 3 3 3 3 3 3 3 3 3 3 - 3 3 3 3 3 I; 3 3 3 3 3 3 3 3 �e� P " QQ , o 1 •. , L J a friMMEE Mrs• rm rErZEIM a∎ ∎r•:aM MwM ∎r•:aOG a�a Ll •FEZ era araii ∎Mrii7 �- ( H0 RU d • B -1g II■■■ Il■ r■ 11■■■ Ilr■ 11■ r■ 11■■■ 11■ ■ ■Ilrll■ ■ ■I� ■■C ■I: 11 ♦ 4 __``4. 4 , RCME UITS N - TWO SEPARATE 8/E Wit _U B- 34,3638 � 4 ��ti ,5 © I \ I 1 wuu II■■ ■11 ■�A■1 ■ ■ ■13 ©Il3 ■■■13t © ■13 ■■ ■I II 11•••111=11111111=11111=111•1111•111 .. •. C, C Q q-eb < � H O E RUN - SINGLE CIRCUIT M 4 J R. `�` 4 I Nr 3 Ii■ IIIi111 1 i 1II H III 1 1111111Ii11II i 1 �1i1HI I i � Q �� 6051BK REVERSE 'T' CONNECTOR D . �.! !'� ] ] Q � T CONNECTOR 4ipk 8 Il'13 i ® ■Ir■ ■■ 1�■©'■ l��ll� ■ ©■I�.I ■ ■irl• ©■I I■—'' �� •• • •• © O II .� ���IL� © ■I��I ■ ■1� ■ ©�Il ■I�Il ■e ■EI II■\1■11 ■1I ■II ■11..t11■!■11I1■LEM111 1 ■'■ ■11■/ 11111111•HIM■■I. ® 1 ARCHITECT B _ 5 ii111f 1111 1111111■ 411111Ii1I11111U 11U1illl i @-32 O WITH GOD C ORS REMOVED 60548K STRAIGHT CONNECTOR ! I I�m1■1I.©■li■ICm�CI�IM©MI I mICIII/. ©EIrt1■m i 4111 1■■ I1 ■.© ■II■I■■I IN©111a■■C■I�rC ■II 7Kenneth �` O �' n I H C CH R 913 leiumI MMIIIIIICI'IIIrhI1III REIN1�m1 11�Lm] IICCE�II ■ /�CII�IeCII ■ll ■■1E11I■■II o TEL 678 999 4272 FAX 818 9994321 ' 3 �) I fi Glr) �11!■r) �IP) I lenr) R Ar ) rD 111■' ) ( �111■r) 11!■r) r Ilia T EL CANYON CA 9 7387 8-13 O 1 ■E10111C■■ IMCti�IW ATIi�.1IC.IMMIC■Wig■CLAIN 1 1111 1111 �1',■CM111 1111■■■111■■�1i/ • W ITH STRAIGHT CONNECTOR CO 11 13 ■1I1111�iii1■1�■IlriiiiH ��CIINIZIi1■��■II■ Mil■MEIIC■m]ll ■101111111 ■■�1111EN4 WITH CONDUCTORS REMOVED 3 I � � 11 � ��� G -7,9 1 .. ■ ■11 ■DMM1 J■ ©ii■��l ■ ■II �C� _:1 ■) •. i•l■ ■I 11 1 I ■/I ■11 MII■M•11C'■ ■11 ■=111 =11 ■/■ ■5111 ■ ■11 SEAL O 60515K 'T' CONNECTOR _ • _- B_�,g `'� © ��1��GI I ,�c ,G-G. /i-�..�:,1 ,� E)1 )1 I )7 Il ,1�1 ,7� -1 .. •.�� -- I�I ■ ■1 L 9 I■M■■ (MINI C■'LIMMU■ii■IMMT:=�1iNEVOIL■■ ■n WP z 0 • NIFIMININIII III\ \I■PIIRImmilmkCCl1EI EHIM' �IICI ■■II■MII111 ••11 ■1�11■I� ■Ly160g11 �y -w�H, 6051BK 'T' CONNECTOR 3 1 pF , l , C � WITH CONDUCTORS REMOVED Iil /i■Ile ©�CII■I■ ■136®■i1■1■■13■©■ 13111■■ 1211®■ 11110 ■13C ©■I3■1MMII■©■IillNMlliiii■ II ©1 z ® IMPII■MIIIl11 ■ ■11 ■t■ I J 1 JI�I ■ ■ 111 ■ ■111`l1�ICCI /CCIC�IGIC /Cll^CC ■III ■ ■I _ c, y 6053B ADJUSTABLE ANGLE CONNECTOR LJ 0 o 3 I�■ 211 ■■C■I�C■■IENIMC,C■i�■C■I,C■ ■I' ) ) •I ) , 1 ) r A � 1I�f,■ CIL�1� ■t ■I�■�f� ■�I� ■1�1■ii�lC� j INIM• 1111■ ■11\`x\ ■11O11II1 ■► \■11 •1 ■ ■11 ■f► ■ 11■ P11■ 11C11�1 ■ ■11 ■1�■1ICI111 ■I■CLillm ' �p•�� "TON 6053BK ADJUSTABLE ANGLE CONNECTOR B -15,'1 3 Ill 1 ©■l 3■■■ , I3■ ©■13�1■■13 ■©'II._II• B MII.1■■I 31• .13■1—_1 � 11111 - AL, L 1111 a l•■ll '■` - OI 6050BK 90 CONNECTOR t� I i1■ 11� ■' ■ ■II ■1• ■ l ■�Il■/ ■ ■I I I ■. ■ II �CI ■ ��1„ ■ ��1 J BO X FOR SIGN. LOCATE INS EX S d17dOD3 WITH CONDUCTORS REMOVED r 1 • I • I■ I /I ■1111 R —. ��� I ■III■■IIC■■llR�■I NAM 'CC■IINVC■ fib MINIi■IIIMICIfi11l1•1EMIl� ■C■ICC ■I - oN rtr -r oc F p UITS m- - ❑ I -- -• = = ) ) ) I ) ) ) ) ) ) ) ) PHOTOCE SE E SIGN �/ ■ II■ 1 ■ Ai,■ ��■ I��I ■ ■i��■■i�CIA ■f� ■�� ■f��l ■ ■I, i� ■ ■ ■l� ■1�1■ ■I�i� ■\�11 ■ ■1il ■ ■il NSTALLATIDN DETAIL. L B -2i �' ■. •• I © © �I © © I © I II'�© 1 O C ONSULATANT • WITCONDUCTORS B CONNECTOR REMOVED O . 91111 111111111 1111111111■11111b 111 ■11111 II ■i11111.11111/Ia�J111■1111111 1 Y.V. KULKARNI PE CI1Cr ■■ ■ ■ ■ � O I CC ' - _ ``,,JJ , ■1 , `i ` _ 1■Ir i wllCi�11CIIL IICmlll1■BIII■ ■I CONSULTING ENGINEERS 15 O �� ■■ i� 8 I I■IM■� ■ IIMIn — 11■1� ■1g■■■I '�-i♦1111�1 ) �P I i I ! ) �1 - 2130 EAST KALER DRIVE �� 3 ■'���� ■ ■ ■ ■ ■_�� ■,•L PHOENIX, ARIZONA 85020 NEW TRACK LIGHTING -- i.: .11".11;1111 , II■ ®1 ■II■■■II■©■I1 = ■l1 ■© ■l1■■ ■II■© II (■©011 ■ ■ ■11■ ©ill ■ =11 ■1 ■ ■1f. 602 678 -5993 �! ■1111.IG 3 IIC �• �. 113■l7■I3 ■I!I■IIMPEI3■e ■13 ■e ■11 1119 ■13e13■S■IMINI3 ■�I3 ■�IMEMOI 602 678 0530 (FAX) L ■ lm li El 0 I � t osm�n a._■.a i • mr_sa .0 ..r ■ =1_Mr_■ =_s_ ■ ■��_ � �r ■ = = _r__ ■ =im = sir mlmr a�soa ∎ri . Li - iriEriMi I /E 11 O A -26,28 11 A -2224 I 0 '< 1 1 1 • VERIFY EXACT QUANITIES OF LIGHTING FIXTURES WITH HIGH ING FIXTURE SUPPLIER 1 - - - - - - - - M - - - LIGHT FIXTURE SCHEDULE 17 I rd: P4 TYPE QTY DESCRIPTION MODEL 1 LAMP REMARKS KEY NOTES: FLOOR PLAN — LIGHTING W 1 B 2 WALL MOUNTED LTHONIA 2 -2sW SEE PLAN FOR gCA , 1/8••1'_0• " ') z I ll IM EMERGENCY LIGHT ELM2 MOUNTING- HEIGHTS II. .il - ® 1 / O NEW WHITE TRACK LIGHTING. PROVIDE ALL NECESSARY HANGERS, CUPS, Pj' 1 � ETC. TO MAKE SYSTEM WORK COMPLETE. jMnlik �� --11 f I • j II COMBINATION WALL MOUNTED LITHONIA AS REQUID BY B 3 EMERGENCY LIGHT/ EXIT LIGHT LHQM SWIR 120/211 N LOCAL CODE 2 INSTALL NEW EXIT LIGHTS AND BATTERY PACKS AS SHOWN WIRE TO w r , NIGHT LIGHT CIRCUIT OR UNSWITCHED CIRCUIT. L / F .j,� f 7 �f�1 (LIGHTING PROVIDED BY SUMMERS ELECTRIC) MOUNT AT 4' -0" AFF EXTERIOR WALL CONSTRUCTION I ►" 3/4' PLYWOOD SUBSTRATE 1 L1,0NiA AS REQUIRED BY ,1 I WALL MOUNTED O SWITCH TO ENERGIZED / DE- ENERGIZED NEW RECEPTACLES AT FCR SIGNAGE AS REQ'D 1 , EXIT LIGHT LOCAL CODE 3 PERIMETER WALLS 4 COLUMNS IN SALES AREA EXCEPT POWER RIGI CONDUIT : fa., Z AT CASH STAND AND DUPLEXES ABOVE WINDOWS. SEE ONE LINE J - BOX 120 VAC SIGN - CHANNEL LETTERS G 2 RECESSED EXHAUST FAN BROAN DIAGRAM MOUNT AT 4' -0' AFF. . (BY PIER 1 IMPORTS) 1� r , 66 / ® y.�/ h.Li 0 SWITCH TO ENERGIZED / DE ENERGIZED 'M' AND 'W' LIGHTING 3/8• SEALTITE (FLEXIBLE METAL . C 9 ` FIXTURES IN SALES AREA.SEE ONE LINE DIAGRAM CONDUI . TYPICAAINLLS T HE 48120 ' IN VAC . 2 U2' THICK NEOPRENE GASKET OR SEALANT (AT ALL SIGN M® CI) V ( WHITE FIXTURE) MOUNT FIXTURE M 51 23 LE CO NT 'X -3/ 2' 4' LAY - X 23 -3/ FLUO X 4' CT GMXL9- 324P_ 3 - T5 1 \1 W/ LAMPS PARALLEL TO SWITCH FOR ALL TRACK LIGHTING EXCEPT TRACK AT STOREFRONT WINDOWS WIRE LEADS FROM THE SIGN /" I / PENETRATIONS) RESEN 12mV WSS 3,2,,,, �•.1 F.L� 3000 K STOREFRONT ENTRY WALL MOUNT AT 4' - AFF LETTER (PIGTAIL ���' R i. 1 O Vs 6 CHECK STAND CEILING J BOXES. SEE SHEET E - 2 FOR WIRING. r rrt(`(( « « « « �� ' MI 6 2'X 2' LAY -IN FLUORESCENT W/ GMXL9- 324PW -SS 3 - T5 (WHITE FIXTURE) MOUNT FIXTURE I . 11 -� 5/8' LAG BOLTS EMERGENCY BATTERY BACKUP MWE 3000 K STOREFRONT ENTRYLWALL O CONNECT NEW FOYER LIGHTS TO NEW 'W' LIGHTING CIRCUIT. I, .. 120V 3,24,, U1/ LAMPS 8 CONNECT NEC EMERGENCY BATTERY UNITS TO UNSWITCHED •• 1'14 2 2'X 2' LAY - IN FLUORESCENT KW/2 ' 3 - T5 LIGHTING CIRCUIT IN BATHROOM. (TYPE 'B') FP24/830/HO W/ FRAME -IN KIT FOR GYPSUM 2GTP9_3I1- MI6 O • o 44 -55 -V 9 OMIT 12' PIPE SLEEVE �" ® ■ BOARD CEILING FR-1K-2X2 3 0 0 0 K fa, O P ' 0 95 10 2' X 2' FIXTURE TUBES TO BE RUN ARALLEL WITH FRONT OF STORE (TYP.) G- 8' -2 LAMP STRIP LIGHTOL IER 4- T8 MOUNT ABOVE BOTTOM FLUORESCENT KWS242RSI2050 FQ32W/a30 CHORD OF JOISTS. TYPI SECTION ■® 3000 K 11 ROUTE THRU RELAYS. SEE ONE LINE RISER DIAGRAM. O - - ' - 2 LAMP STRIP - FLUORESCENT LIG - HOLIER 4 T8 MOUNT SEPARATELY (TYPICAL). T ABOVE BOTTOM 12 LIGHTING IN THE FIRST IS' - 0' IN STORE FRONT TO BE SWITCHED IC:0)7:W - ® O s I W/ EMERGENCY BATTERY .S242E512050 F032W/830 CHORD OF JOISTS. BACKUP 13 SEE POWER PLAN FOR ELECTRICAL ROOM LAYOUT. RACEWAY WHERE EXPOSED IN SALES AREA 4' -2 LAMP STRIP LGHTO_IER 2 - T8 14 15 SWITCH TO ENERGIZED LIGHTING IN THE AREA OF 15-0 FRO o o 7" L S F Ku15240R512O50 Fo32W /830 O WINDOW TO BACK AREA PER CALIF. CODE (CKT. B- 13,536,35,4042) I i - 3000 K Vii. �' iiidu ili iiiii i — — iii Ei■i■�I Q 3 R INCANDESCENT LIGNTOLIER 90W VERIFY FIXTURE TYPE FOR 15 COORDINATE ALL EXIT AND EMERGENCY LIGHTING LOCATIONS (V O>r] tE SI,,Oi;,�lm r E7' _ _E II■! 01 FI 1102PI/1111/1961A PAR 38 DAMP LOCATION AT EXTERIOR WITH FIELD INSPECTOR BEFORE ROUGH - IN. OUTLINE OF CHANNEL LETTERS RIGID CONDUIT 16 VISIT SITE BEFORE BIDING PROJECT TO SEE ALL EXISTING MOUNTED ON EXTERIOR WALL J - BOX (TYPICAL) MOUNT TRACK IN CENTER CONDITIONS. QUALIFY ANY EXISTING CONDITIONS IN BID - - - - - -- - - - - 1 AS TRACK SECTIONS LIGHTOLIER OF 2' x 2' GRID THAT WERE FOUND DURING SITE VISIT. IF NO SITE VISIT 3/8' SEALTITE (FLEXIBLE METAL TO PANELBOARD SHOWN LENGTHS AS SHOWN SERIES 6000, IS DONE IT WILL BE THE ELECTRICAL CONTRACTORS CONDUIT) TYPICALLY 48' IN I OR 2 20 AMP CIRCUITS DATE: APRIL 1, 2002 LENGTH. CONTAINS THE 120 VAC DEFENDING ON LETTER RESPONSIBILITY TO DO PROJECT COMPLETE PER WIRE LEADS FROM THE SIGN SIZE AS LiG-HTOLIER PROVIDE 20A CIRCUIT FOR FLANS WITH NO EXTRA COST. LETTER (PIGTAIL) REVISIONS REQ'D TRACK CONNECTORS SERIES 6000, EACH 24 LINEAL FT. OF TRACK _ REF: LEGEND 250 LAMPS AT 120 V. 17 SWITCH AND OCCUPING SENSOR TO CONTROL LIGHT 4 EXHAUST DATE DESCRIPTION SYLVANIA 1 REVERS 5W SPOT FAN (TYP. FOR BOTH RESTROOMS) E ELEVATI O N 250 LAMP HOLDERS LIGHTOLIER HALOGEN PROVIDE STORE MANAGER 6320, PAR 38 130V W/ (2) GASES OF EXTRA LAMPS 18 OMIT RECEIVED PRD / NOTES: crY Or i,ne,.,, REQ'D TRACK MOUNTING CLIPS 608608`31U14 608`31U14 IER 19 SWITCOVIHING E EXTRA NEUTRALS WHERE REQUIRED FOR 2 LEVEL S iL.FI V INSTALLATION I rl I. SIGN INSTALLER IS RESPONSIBLE FOR MOUNTING LETTERS, DRILLING HOLES 6G -JX- 154-PW -ES AS SHOWN ON LIGHT FIXTURE/ GENERAL NOTES: L aEFA1rCcNTEk 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING J- BOXES, RIGID Ul 15 6 INCH x 4' LAY -IN WALLWASHER I- T5 OPEN -CELL CEILING- DETAIL CONDUIT, INTER -WIRING ALL 'PIGTAILS' AND MAKING FINAL CONNECTIONS. FLUORESCENT WALLWASHER I- F54PH0 3. EACH SIGN LETTER HAS INTERNALLY CONTAINED TRANSFORMER POWERED BY 120v 3000 K (WHITE FIXTURE) 120 V ELECTRICAL CIRCUIT. P fFti,R je I ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID d 4 A IF SIGN ND IINSTALL 5 U WCONNECTIONS REWAYA� EXPOSED TO SALES AREA OMIT J - BOX ERPy]�j' GENERAL NOTES: COMPLETELY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. APpF• I A ND CONTRACTOR SHALL NOTIFY ARCHITECT 4 ENGINEER OF ANY T //�� F P LIGHT FIXTURE PACKAGE PROVIDED BY PIER I IMPORTS AND INSTALLED BY DISCREPANCIES PROIR TO BID MECHANICAL CONTRACTOR IS R :�,,, LIGH ING ELECTRICAL CONTRACTOR RESPONSIBLE FOR ANY ADDITIONAL COST'S INCURRED DUE TO LACK OF A PROPER SITE INVESTIGATION. SIGN INSTALLATION DETAILS ANT CONDUIT, PIPING, OR W IN IRING AREAS WITHOUT CEILINGS, SHALL BE MOUNTED 2 ELECTRICAL COONTRAACTOR OR S SHAALL INCLUDE IN HIS BID ALL ITEMS ABOVE BOTTOM CHORD OF THE JOISTS. I NECESSARY TO CARRY -OUT THE INTENT OF THESE DRAWING'S 4 NO SCALE PROJECT No: COMPLY WITH ALL LOCAL CODES 4 BUILDING AUTHORITIES. ° 16 -200 1 N. 16-2002 3 1 NUMBER: KEY NOTES QUAD OUTLET 2- I -I/4• CONDUIT OWNER: 1 LOCATE AT CEILING ABOVE CHECKSTAND REFER TO CONDUIT DISTRIBUTION W /DEDICATED W/PULLWIRE DETA._. COORDINATED FINAL LOCATION WITH PIER I PROJECT MGR. JUNCTION J -BOX CIRGUITEISOLATED TERMINATE AT ` .,c) (SEE 8 L. GROUND FOR TEL. TEL S. �` .c At) BOX 'W/ 3 -20- AMP CIRCUITS WITH ISOLATED GROUNDS. STOCKROOM SYSTEM 0 MCUN OU' TLE- 6` ABOVE CEiLNG GRID DOOR DETAIL) �G � � P y OO ® QUAD OUTLET W/ ISOLATED GROUND ON LOCK OUT CIRCLI - , INSTALL AT - '3 -0• AFF � - , ist TMB .L.. = � 10`_11 8 11 1 _`V \� V 0 REMOVE EXIST. KETEC SYSTEM SECURITY EXTERNAL HARDWARE 4 RELATED EQUIPMENT, I � - - C IS , 8' -8'AFF 8' -8 'AFF ' ♦ , C � CAP AND SEAL CONDUCT OR J- BOXES. 8 -23 \ - _��, XRR 11 (5'- 0 °AFFJ ` G� (p�O�� A, -"Ill ® D'UPL EX RECEPTACLES AT -1' -6° AFF WITH BCX AND CONDUIT PAINTED TO `,41,1-4 COLUMN. .1] UI 1 AFF ._ .� 2 QUADPLEX OUTLETS ,\ 4 4 `� I. i 33 COORDINATE LOCATION LL 12 �OUNT QUAD RECEPTACLE - 6' 4BOVE CEILING ON BACKSIDE OF COL UMNS AWAY FROM WITH PER 1 PROJECT _ STORE FRONT ENTRY DOORS 12 ^ u - � q � � "F MANAGER Q � ® ROUTE WIRES IN MULLION. PUSH BUTTON D - I III n n RI I CO ` 0 FOR BUZZER . • 13 _ UU B -33,35 c0 Q� = 0 20AMP 120V WATERPROOF GE RECEPACLE OUTLET MOUNTED ADJACENT TO TRU. SHALL BE 0 1 0 AUDIBLE O/ - ARCHITECT 8O J -BOX - SEE STOCKROOM DOOR DETAIL STOCKROOM C -22 AND SALES UH 0 APPROXIMATE LOCATION OF POWER COMMUN'CATION/DATA JUNTION BOXES SERVING O _ 15 8- 31,39,41 STATS OF COLUMUN AWAY FROM ENTRY 10,12 T 14 Bend BUTTS 4 \^ C/D COMMUNICATION/DATA BOX / AT Kenneth L Buns, Architect CHECKSTAND. RUN 1 -1/4" CONDUIT ABOVE BOTTOM CHORD OP TRUSSES W/PULL WIRE A, 724 S1AGEfAACH ROAD TO TELEPHONE BOARD AND TO SURFACE MOUNTED BOX STOCKROOM AREA_ RUN AFF 13 (MOUNT I' -0' ABOVE CEILING I 37 v O BELL CAPON ca. 97307 3/4' CONCEALED CONDUIT Ill/PULL WIRE FROM ALL DATA, PAGER AND TELEPHONE PHO10 CELL GRID) MOUNT TEL H76 999 4272 FAX 818 999 4327 OUTLETS TO SURFACE MOUNTED BOX WHEN GYP_ BD. CE!L ING USE EXACT LOCATION MOUNTED ON r CENTERED ON GASH STAND ® OUTLET 1 -6 SHALL BE COORDINATED W/PIER I PROJECT MANAGER BACK OF ' 10 OUTLET VE C- 1113,15 PARAPET r CEILING 10 DOOR BUZZER MOUNTED ON WALL OVER DOOR. AUDIBLE IN SALES AREA GRANGER t 4X143 TRANSFORMER, WIRING, AND GRANGER " 4A942 TONE MODULE. MOUNT BELL ON EN-E111- EW - , - GRID 16 - WALL OVER DOOR AT 13' -0° AFF AUDIBLE N SALES AREA. B- 15 �?, 8' -8'AFF 22 I RTIl 2 1 GFI IU 1 1 I 39 D SEAL 11 TYPICAL - DIMENSION ARE TO CENTERLINE OF OUTLET O -.J T `\ - m6' ABOVE 12 PUSHBUTTON FOR ENTRY AND REAR DOOR BUZZER TO BE LOCATED 48' AFF. INTERLOCK 25 ON ROOF XR CLG. GRID WITH BUZZER N STOCKROOM (EDWARDS "052 PUSHBUTTON) O I' -6' 0 s . • ' I • 13 Ni DOOR BUZZER MOUNTED ON W R. ALL OVER DOOR AUDIBLE IN SALES AREA GRANGER _ AFF L . 1 16 - C WAs _ _ 0 \ ,�C. C p er , " 4X143 TRANSFORMER AND GRANGER ° 34931 4' BELL STALL BELL ON WALL OVER :ice O (� W /3 -20AMP IS • ]Y' 2 _ 7 Z Z L. DOOR AT 13' -0' AFF AUDIBLE IN SALES AREA. I 16 `:l CIRCU -BOX ITS AND f Y 0 � 41 E MOUNT r ISOLATED GROUND i � ` I' -6° ABOVE J 14 FLUSH MOUNTED C/D AT 11' -0" AFF FOR _ (MOUNT I' -0' ABOVE II AFF o6' ABOVE WINDOW 28857 COMMUNICATION CONDUIT ABOVE OFFICE 13 _ CEILING GRID i (TYR FOR 4) L I CLG. GRID -R '-'d `rte' 4 ' -0 ' CONTRACTOR SHALL PROVIDE AND 15 1- U 1 J -BOX LOCATED ) A REF. CONDUIT DISTRIBUTION DETAILS. K •s�ON L 15 THRU RELAYS O AFF INSTALL CONDUIT FOR REMOTE B -1620 tab' ABOVE I i - \ 3/4° CONDUIT 12'- g•gFF. FOR I MIRES 417,2003' 16 I C -6 19 SENSOR LOCATE CONDUIT ON SIDE CLG. GRID 4 W 1 0 j SHOPPER TRACK O <'. I r SYSTEM X �7 �� 16 CONDUIT FROM PAGING TO J -BOX IN SALES REFER TO T - t � `---- - OFFICE POWER MOUNTED DOOR. CONDUIT TO EXTEND FROM ® � CONSULATANT J ® QUAD OUTLET W/ DEDICATED CIRCUIT AND ISOLATED GROUND FOR TEL SYSTEM. PLAN FOR OUT' 4 � 14 �. -4.' 4 I � QUAD OUTLET W /ISOLATED - _ 15 ABOVE OPEN CELL GRID TO 5' -4' , Y , KULKARNI PE LOCATION AFF. o�� `► ' ° AFF. SEE SHEET E -3 FOR DETAIL. B- 25242 __ Y.V. GROUND ON LOCK OUT 39 78 NEW T- STATS_ N IC -10, 13 1 8 � . i ■ I �-� a CIRCUIT. CONSULTING ENGINEERS 15 I 1214 ._-. - 8 - 8 AFF (MOUNT 1' -0• ABOVE 2130 EAST y�1 REF. 13 III B -24 0 CEILING- GRID) PHOENIX, ARIZONA DRIVE 85020 30 AMP 120VOLT NON -FUSED SAFETY SWITCH MOUNTED ON WALL 42' ABOVE PLATFORM _ E PUSH BUTTGfO F OR EWH UJ ' �I NEW 602 678 (FAX) 678-5993 20 PROVIDE ALL NEW CONTROL WIRING FROM NEW AC UNITS TO NEW f - GFI 25 2 22 RTU -I GFI 16 FOR BUZZER /5-2J t, 2 _ 4 � ( U 4 MOUNT s 4'_0• ;;;;i;:;;;;:r;;; MEGUIP. SUP BEFORE ROUGH -IN. 1 J T 21 INKIF \ OUBLE L IN SALES AREA EW � O RO al3' -0" - PROVIDE ALL NECESSARY CONDUIT, WIRING, C-17,19 I�_ I I D 111 PUSHBUT TONS, TROUBL E LIGHTS, ETC. TO M AKE SYSTEM WORK GFI I RTU -3 25 0 APP O <11 �� O 1 21 O O AFF I -- OUTLET DIMENSIONS MOUNT 22 I00A, Y 3P Ii1 , 1TN 600V, P, DISC. SW. U1/45A LPS -RK FUSES IL 3 "6, MO BOND, CU, XI-11-1111, -XI-11-1111, I 'C II I : ARE TO CENTERLINE Q LL OUTLET VERIF EQUIP. W MANUF. II i /TYPICAL O 6 12 CEILING s 6' ABOVE - - F XRR :o L ' li u . 1 I 11 9 - GRID 23 DISCONNECT AND REMOVE EXISTING CONDUIT 4 WIRING- FOR AG UNIT TO BE REMOVED. - - - L_.-- �I ! � 8' -8'AFF 8' - - - - - - - - 8' 8'AFF - -.mid 101 Q 6 l � I Al'-. F i 12 14 I I' 10 24 3P, WP, DISC. SW. LU/30A LPS -RK FUSES W/ 3"8, 190 aOND, CU, XHHW, 3/4 "G A ' VERIFY VERIFY WITH ITH EQUIP. MANUF. 25 ROUTE TO- H EXISTING 400A PANEL (211/480V, 3 P. , 4W) •• { SEE SHEET E -3, ONE LINE RISER DIAGRAM. VERIFY W/ PIER I 14 FLUSH MOUNTED C/D SWITCH AND OCCUPANCY SENSOR - - MEI t u COMMUNICATION/DATA TO CONTROL LIGHT AND EXHAUST �i BOX X .ta11 - -0 ' AFF. . REFREF. . FAN ITYP. BOTH RESTROOMSJ -. r - 7 B r _ OFFICE POWER PLAN FLOOR PLAN — POWER = III I � L mo w , imil ELECTRICAL SYMBOLS SCALE: V8, . I , m , ` h, , ,, ' a I - TYPE DESCRIPTION � DUPLEX RECEPTACLE OUTLET- MOUNT o 18' M�-1 A.F.F. UNLESS NOTED OTHERWISE 102.00c CI) . ® I QUADRUPLEX RECEPTACLE OUTLET IImoN °:1 v. PHONEBOARD I mo' ISOLATED EARTH GROUND DUPLEX WITH D 49 DEDICATED CIRCUIT 111/ISOLATED GROUND CONDUIT DISTRIBUTION NOTES BY SYMBOL ® Mill 0 IBM TYPE I POS CABLE ® (CONDUIT WITH PULL STRING) 12,12,4' C/D - NEW PULL 3/4• cond with pull wire down in wall to fax j -box. V 1 Q TELEPHONE GABLE- VOICE LINE T O BOX C. uit COMMUNICATION/DATA /DATA P1 (CONDUIT WITH PULL STRING) V BOX MOUNTED FLUSH ®� 3/4• conduit with pull wire down in wall to j -box far P.O.S system. Fri �, J I I/4° CONDUIT WITH PULLWIRE, IN WALL o II' -0" A. ® 3/4' conduit with pull wire down in wall to for j -box data. ■® Mit O D TELEPHONE CABLE- DATA LINE RUN CONDUIT ABOVE BOTTOM r D SZ (CONDUIT WITH PULL STRING) CHORD OF TRUSSES. 4 -0 G -16 � ! ® 3/4' conduit with pull wire down in wall to j -box for pager. Oa ® New Pull Box -12' X 12' X 4' J -Box Mounted ® O TELEPHONE GABLE- PAGING LINE I I Flush in wall at 8' -0' AFF. over door. (Verify Location) (CONDUIT WITH PULL STRING-) .._ 'I, 1 ® II�a° conduit with pullwire to phoneboard OUTLETS IN THIS LOCATION MAY BE III O Ily' conduit wi t h pullw ire from phoneboard to J -Box over cashstand STACKED AND , a' CONDUIT W/ PULLWIRE. run conduit ti to rooF structure. MOUNT OVER COUNTER, SEE ARCH_ D'.1'5 SHALL NOT EXCEED E- E - - I BY ELECT. CONTR ® 3 a' conduit with pullwire from J -Box over cashstand to J -Box l..1 IS' A.F.F. r ---- ) r 1 - - over entrance doors O J -Box over cashstand allow for 6' -0' of flex from box. QC / 2 ?ONE CHIME 11/4• CONDUIT WITH PULLWIRE - 1U J -Box over entrance doors at 12' -6° a f.f. a0 J -BOX OVER GASHSTAND. `C -18 1 GASHSTAND DEDICATED CIRCUIT, 7 / DATE: APRIL 1, 2002 J -BOX OVER GASHSTAND FOR DATA PHONE LINE _ V �l / 11 phoneboard DATA TO CASH STAND, la REVISIONS 0 POWER SUPPLY. 3 - 20 AMP -"1 4X4 W /COVER CEPTACLE WITH " S 1 C 7 _ - 12 J -Box over cashstand for power supply . / 1 6 A.F.F. A CIRCUITS W/ ISOLATED GROUND ISOLATED GROUND FOR - 1 , 111 = allow for 6' -0 of flex from j -box. DATE DESCRIPTION Lz TRANSFORMER 1 3/4° CONDUIT WITH PULLWIRE COMPUTER OUTLET, � D 1 = / ■ 13 Mount outlets .6 AFF to center of outlets. (I20-12V) I VOICE PHONE LINE - m Q D ��FURV ISHED WITH RUN CONDUIT ABOVE BOTTOM _ CHORD OF TRUSSES. 4' -0' (mount these outlets horizontaly)- PEEP HOLE ARM -A -DOOR - p D - oRr�n, 7,___1/2. - -- -P - 1 O CIT'OF - Mica, CONDUIT 1 15' AFF AP2 1 1 Zoo? lo DOOR PULL ■ 1 CONDUIT DISTRIBUTION " -0 "� I L 14 Dedicated circuits to have hubbell 1..5262 isolated ground (orange) 4X4 BOX IL/COVER L _ _ duplex outlets and to have dedicated neutral and grcund conduuctors h -in PERMIT CENTER - verify exact location w/ owner before roug. m D (SYMBOL) ARMORED CABLE GENERAL NOTE: if MOUNT OUTLETS 3/4' C ONDUIT FURNISHED 1. ALL CONDUIT, PIPING AND WIRING N AREAS HORIZONTALLY W TERMINATE AT SALES PANIC BAR- WITHOUT CEILINGS SHALL BE MOUNTED ABOVE CENTERED 6° AFF. THE BOTTOM CHORD OF JOIST. O SEPARATE FLOOR PLAN �/� DOOR 2. ELECT. CONTR. TO PROVIDE ALL CONDUIT, O P ERMIT AND h� POWER ER STOCKROOM DOOR DETAIL WIRING, J- BOXES, ETC. TO MAKE SYSTEM � WORK COMPLETE. APPROVAL - F .:_ - NTB R EWIRED -'' PROJECT No: 16 -2002 E — 2 1 4 STORE NUMBER: NEW PANEL: 'A' NEW PANEL: 'B' NEW PANEL: 'C' 11 9 TYPE: NQOD I VOLTAGE 120/208v, 3PH., aw I MOUNTING: SURFACE I MAINS: 2254 MLO TYPE: NQOD I VOLTAGE: 120/200V, 3PH., aW I MOUNTING: SURFACE I MAINS: 225A MLO TYPE: NQOD I VOLTAGE: 120/20&V, 3PW., 4W I MOUNTING: SURFACE I MAINS: 225A MLO OWNER: 44 LOAD - -- LOAD USE /AREA e/a 0 T LOAD "T are USE / AREA e USE / AREA 0/13 off mA I me ala "3 USE / AREA USE / AREA we au mA mD I me aci ca' USE /AREA 04. ses I me 1m 1 1 m 1 657 SPARE ]m 1 RECEIPTS. TOILET G `, ` �5, 6,VOg _IG-HTING -TRACK GENERAL 24' LIGHTING -TRACK GENERAL 24' j 2 ,-!,51 RECE V �P ➢l7 2 LIGHTING - TRACK d 2X2 I 1100 ,- LIGHTING I6 TR ACK WINDOW FTC-12 1800 3 1800 J TOILET GFI W E.P.� 4 - TRACK 24' 1800 4 24' 200 4 • ., /` O 5 1800 6 0 - TRACK 24' 5 X200 6 W 16' ,✓ ‘1 3 1650 a WATER HTR � J� A ( 7 OQ @ ] 1800 _ ] - .pj -r ", 6'X4 7 1281 SPARE • ■ NEW LIGHTING - SIGN !TG -22 400 a TMB -�1 T�1 j £3,755 - RECEPTS PER"1. (THryvl RELAY/ 500 i0 . LOCK OUT � � ( 7 ✓ 6 v I / a JJ e 1800 8 000 10 ■ NEW LIGHTING -SIGN !TG -2) � 800 BR EA KROO M 11 - 11 1464 RECEPTS. V o -0� 14 W BUSSED SPACE y 24' � 2X2 1000 1000 14 I 75 620 500 14 REF A` � G O �O �L ��,V 13 1 04 13 1619 11V `_ l` PERM. 24' 15 1800 16 W 2X2 15 600 18 �L 17 11 EDF 60 0 120 TED 16 4 ) \` � ` _ - 1800 16 SPARE 600 16 COL 500 18 DEDICA 19 1600 19 14 EDF 19 T20 20 y y DEDICATED LV�O 20 LIGHTING- - ST OCKROOM 600 COL. 500 21 1800 21 1200 m l d 2 BUSSED SPACE Q LIGHTING - OFFICE 6 TO 600 y C OL. y 23 1800 J -BOX DOOR SECURITY 73 400 SPARE 24 ARCHITECT 24 200 24 SECURITY CAMERA 0 25 1800 n RECEPTS SALES AREA 25 500 SPARE .1 27 1500 7.8 0 27 500 I1S 2B 1800 29 S 00 SPARE 30 0 yyy 1800 30 LIGHTING - STOCKROOM NL Q 31 y 30 1800 32 ENTRANCE 31 500 32 SP BUSSED SPACE �8v�2np11M9��I ran m.�T@ n - - 31 9BLSIVIU L9Wt9 U� RLL63 33 1800 u d -PLEX 33 400 SPARE Kenneth L Bulls, Architect ` 724 STAGECOACH ROAB 38330 38 y 4 -PLEX 35 400 36 LIGHTING - TRACK 24' \ BELL CANYON, A. 91307 36 y TEL 016 999 4272 FAX 818 999 4321 y 37 I600 ]6 0 LIGHTING 2X NL 37 438 36 39 _ Si V V 8' I 600 SPARE 39 1800 1 " - 41 a SPARE W 41 42 y SPARE y 41 1800 42 y W i W V _ 42 _ V TOTAL LOAD PER PHASE 15600 1 15000 14100 AMPS TOTAL LOAD PER PHASE 11063 112514 12864 AMPS TOTAL LOAD PER PHASE 4540 I5200 4110 AMPS SEAL 1 0,000 A AIC MIN C/B 10,000 A AIC MIN C/B 10,000 A AIC MIN C/B II • SW. RATED C6 • SW. RATED CB • • SW. RATED CB . S t ' . LIGHTING (TRACK Imo %) 8064 VAX Imo% = 8064 VA LIGHTING- 1800 VAX 125% = 2250 VA O LOCK - DOG CB /� fA/ 0 LOCK - DOG CB O LOCK -DOG CB ❑ /3 't'C ? a • LIGHTING (TRACK 100 %) 15600 vA X 100% = 15600 VA ❑ GFI CB 10 GFI CB LIGHTING 1500 VA X 125% = 2250 VA RECEPT 4 MISC. 3400 VAX 0% = 3400 VA ❑ I � T y • THRU T.C. OR P.C. RECEPTS 4 MISC. 3100 VA X 100% = 3100 VA - • H CB RU T.C OR P Z • T.C. OR P.C. 5650 VA % 120V= 41 CODE AMPS >. " r Z 13414 VA % 120V= 112 CODE AMPS • 15600 VA % 120V= 130 CODE AMPS - , R 2E857,9 _ 1 I -_ —, 20NA1 - LOAD CALCULATIONS '■ J -box � / I I J - box •• CONNSSU --7-,- � 4 - 17 - 20M ., NEW 6004, DIST. PANEL 120/208v, 3 PHASE, 4W I /J -BOX o 12'6" AFF. EXTRA WIRE FOR 1 , y 7 A , KULKARNI PE NEW PANEL 'A' = 130 CODE AMPS . FUTURE ADJUSTMENTS 11 EMT conduit, true vertical CONSULTING ENGINEERS NEW PANEL 'B' = 112 CODE AMPS align feeds throw bout / NEW PANEL 'C' = 41 CODE AMPS e 2130 EAST KALER DRIVE 289 TOTAL CODE AMPS Sales area PHOENIX, ARIZONA 85020 gauge wire han er CEILING CEILING 602 678 - 5993 12 ON 225 KVA TRANSF. (625A) '� 9 9 12 gauge wire hanger 602 678 0530 (FAX) OUR SPACE HAS A EXISTING 400A 211/450v, 3PHASE, 4W PANEL (Align true vertical) EMT conduit to flex at 4' - m• O.C. (HOriZ) (Align true vertical) I ig c ond NEW TOTAL LOAD: conduit connector c u it connuit e ctor to flex EMT CONDUIT .< I. NEW 225KVA TRANSF.(480v) = 125 CODE AMPS Flex conduit 12" max. i Flex conduit EMT CONDUIT 2. LARGEST NEW RTU -I (112 -1/2 TON) UNIT ON 12' max. . ROOF. REPLACE EXIST. Power Feed AG UNIT. �T -STAY SENSOR ' V r , 30 FLA X 125% _ � - ............ I I 38 CODE AMPS 7 3. SECOND NEW RTU -2 (112 -1/2 TON) = T - Grid ceiling T - Grid ceiling 30 FLA X 100% = 30 CODE AMPS 2x2 fluorescent light Light track DU PLEX ° 1:4 (/�L�, I 4. THIRD NEW RTU -3 (1-I/2 TON) = 1 a7 - - 20 FLA X 100% = 20 CODE AMPS E 11 5. ELECTRIC HEATER = I2 CODE AMP H-1 6. E� 6 T1NGLIFT(15A)= _ 2X2 POWER FEED, POWER FEED DETAIL COL DUPLEX T—STAT SENSOR r U W ��I 15 FLA x 100% = 15 CODE AMPS DETAIL O NTS DETAIL O NTS DETAIL ® NTS DETAIL 0 NTS W �' TOTAL CODE AMPS ON /'1 � <1 ON EXISTING 4004 PANEL 'al' � -- Ot, 5 ( -TO EW RTU -1 ?O NEW RTU -3 -- 30 NFLA 0 MIMI • w'1 20 FLA NEW H TO NEW RTU - 12000 DIST. 30 FLA LA 120/208V, V, 3 3 PHW . ,4W 4UJ SO i - ., ® fg O REMOVE ALL EXIST- T/ '� CIRCUITS NOT BEING ^ 354, 3P 65K DIST. PANEL UMW !� V ) RE -USED. W PROVIDE NEW CIRCUIT 11 5 04, 3P 65K NEW TIME • - BREAKERS AS SHOWN CLOCK FOR IN EXISTING PANEL. ^594 3F 6SK 1 3. 300MCM, 1.2 BOND, MAX. HHW ( 4 "4/0 I" 6 BOND RELA 4 / SHOW WINDOW O FIELD VERITY EXIST. i CU , X , 2 -1 /2'C BUSSED / GUXHHW , 2 - 01 Y L/ I, TRACK LIGHTS O CONDITIONS BEFORE SPACE TO CIRCUITS (I SPARE) TC -1 A- 1 ,13 BIDING PROJECT ^2154, 3P 65K NEW TIME \ � TO SHOW > CLOCK GN LIGHTS FOR y 8 -2,4,6 WINDO CeD TRACK ( -,20A, 65K WS - )71f SI 1 ^22 5A,3P 65K 3P CIRCUITS L� TO I0K C2 ATO - 2,4,6,8,10 LIGHTS NEW 10 1.....4 HEATER 20A, 3P 65K 225A 65K NEW NEW NEW POLE T O EXIS n PANEL G -1 ■ PANEL - S POLE PANEL RELAY 1 / 7 E QUFF AL C ' A ' RELAYS ' EYED NEW 4 EQUIP. CONNECTED NEECTED LIFT. LEAVE 225 KvA TRANSF. 225A,3P 65K POLE - !^ FOR EXIST. LIFT. CONNECTED 480v- 1201208V, 2004 200A 225A AS 15. 3 PH., 4W CU 3 PH NEW 4 3 PH 3 PH R ELAY DATE: APRIL 1, 2002 PER POLE 8- 16,15,20,22,10,!2,14 PE REVISIONS MAX. RELAY 1 BUSSED S PACE C2 SPARE) _ B- 1,11,13 2 5ET5 OF N EG ONE LINE DIAGIRAM NOTES 4.500M0M,M /0 BOND ___ DATE DESCRIPTION GUXHHW, 3 -I/2'G �, 6004, 3P, MCB PROVIDE SERIES RATED 1. PROVIDE BOND WIRE WHEN USING PVC CONDUIT PER N.E.C. L J CB'S TO DOWN STREAM s 8 -9,15 CB'S IN PANELS 2. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. TO CONTROL EXISTING GENERAL STORE 3. CONDUCTORS "2 OR LARGER AND CONDUCTORS EXPOSED TO TRACK LIGHTS 4004 , 2ll /4S0V, 3 F. 4W (2 LEVEL LIGHTING) TO CONTROL SUNLIGHT OR AMBIENT TO BE XHHW. PANEL SALES AREA FIELD VERIFY EXIST. RECEPTS, 4 TO CONTROL 4. ELECTR. CONTR TO MAKE SITE VISIT BEFORE BIDDING-. PROJECT- CONDITIONS BEFORE ONE LINE RISER DIAGRAM PERIMETER WALL 2' X 2' 4 BIDING PROJECT 4 COLUMN RECEPTS. 6' X 4' FIXTURES 5. PROVIDE ALL NECESSARY WIRING, NEW RELAYS TO MAKE NT8 15 S SYSTEM WORK COMPLETE. 9 $ B -I (b) PANEL SCHEDULES B - 3S $ 6. FIELD CHECK ALL EXISTING ELECTRICAL CONDITIONS BEFORE h $ 5 - 1 Ca) SEPARATE AND ONE LINE BIDDING PROJECT. B e 40 8 S 5-3 (c) PERMIT AND `. APPROVAL _ DIAGRAM 15 $ S 15-5 (d) REQUIRED STORE FRONT 2 LEVEL LIGHTING 2X2 4 TRACK 15' -0' FROM ENTRANCE PROJECT No: 16 -2002 E - 3 se STORE NUMBER: 1 129 1 SECTION 01001- BASIC REQUIREMENTS SECTION 05120- STRUCTURAL STEEL SECTION 06200- FINISH CARPENTRY SECTION 08110 - STEEL DOORS AND FRAMES 1. REFER TO PIER , IMPORTS SPECIFICATIONS FOR 9000 SQ.,. PROTOTYPE, ANYWHERE. USA, 1. MATERIALS 1. MATERIALS 1. MANUFACTURERS OWNER: (REV.4 /99) FOR BASIC REQUIREMENTS AND PROJECT CLOSE OUT (SECTION 01001 PAGES 1 -14). A. STEEL: A. LUMBER: CLOSED GRAIN SOFTWOOD, GRADED IN ACCORDANCE WITH AWI REQUIREMENTS, ACCEPTABLE MANUFACTURERS: ` 2. FINAL CLEANING: 1. SHAPES, BARS, AND PLATS: ASTM A 36. AVERAGE MOISTURE CONTENT OF 6 PERCENT, OF QUALITY SUITABLE FOR OPAQUE FINISH. 1. AMWELD BUILDING PRODUCTS, INC. � A A. CLEAN SURFACES EXPOSED TO VIEW; REMOVE LABELS, STAINS, AND FOREIGN SUBSTANCES. 2 2. CECO CORP. n B. POLISH TRANSPARENT AND GLOSSY FINISHES. . TUBING: ASTM A 5G7, GRADE B. B. PLYWOOD: PARTICLEBOARD, VENEER, OR MEDIUM 0 rl FIBERBOARD CORE WITH SOFTWOOD Y 3. PIPE: ASTM A 53 GRADE B. FACES, OF QUALITY SUITABLE FOR OPAQUE FINISH" 3. CURRIES COMPANY. C. DAMP MOP CERAMIC TILE AND CONCRETE FLOORING. 4. FENESTRA CORP. �- 6�0 D. CLEAN GLASS, EQUIPMENT, AND FIXTURES. 2. ACCESSORIES 2. ACCESSORIES 5. KEWANEE CORP. � y � ! 0 E. CLEAN DEBRIS FROM ROOFS AND DRAINAGE SYSTEMS. A. FASTENERS: A. ROUGH HARDWARE TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE. 6. PIONEER INDUSTRIES. ` 0 H. RE ELPIWASTE OF RPL M E R I S U B AN IC 1CTION FACILITIES FROM SITE. 2. ANCHOR BOLT. A 307 ASTM A 307. 3. FA 3. SOLVENT RELEASE TYPE, COMPATIBLE WITH SUBSTRATE MATERIALS. 8 STEE CRRAFT U M NU CO. ,� _`(` , ,` q ,,�O 3. HIGH STRENGTH BOLTS AND NUTS: ASTM A 325. A. INTERIOR STANDING AND RUNNING TRIM: 2. MATERIALS • 1 F ++-- SECTION 03300- CAST -IN -PLACE CONCRETE B. PRIMER PAINT: SSPC PAINT 15, TYPE 1, RED OXIDE. QUALITY: AWI CUSTOM GRADE. A. STEEL SHEET: ASTM A 366, COLD ROLLED. 1 O < � N �1/ C. NON SHRINK GROUT: SPECIFIED IN SECTION 03300. C C 4t ti 1. MATERIALS D. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. B. SHELVING: B. GALVANIZED STEEL SHEET: ASTM A 591, CLASS A, STRETCHER LEVELED, Q A. FORMWORK: 1. QUALITY: AWI ECONOMY GRADE. CLASS A60 GALVANIZED. Q R� 1. FORMS: WOOD, METAL, OR GLASS FIBER MATERIAL, TIGHT FITTING. 3. FABRICATION - 2. CONSTRUCTION: 3/4 INCH WHITE PINE, GRADE A -C PLYWOOD, WITH HARDWOOD EDGING C. DOOR CORE FOAMED -IN -PLACE POLYURETHANE. J c° 2. CARTON TYPE MOISTURE RESISTANT TREATED PAPER, BIODEGRADABLE, OF SIZES REQUIRED. A. FABRICATE STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS. ON FOUR SIDES. SECTION 07180- WATER REPELLENTS D. PRIMER: ZINC RICH TYPE. 4 ) .1' 3. TUBULAR COLUMN FORMS: ROUND, SPIRALLY WOUND LAMINATED FIBER MATERIALS. SURFACE B. WELDING: AWS D1.1. STRESS RELIEVE WELDED ASSEMBLES BY HEAT TREATMENT. 7. MANUFACTURERS 3. FABRICATION A. FABRICATE DOORS AND FRAMES IN ACCORDANCE WITH SDI 100. `Q� TREATED WITH RELEASE AGENT, NON REUSABLE. C. SHOP PAINTING: A. ACCEPTABLE MANUFACTURERS: 4. FASTENERS: SIZE AS REQUIRED, SUFFICIENT STRENGTH TO MAINTAIN FORMS IN PLACE WHILE 1. SHOP PRIME STEEL SURFACES EXCEPT: 8. FABRICATE EXTERIOR DOORS ND FRAMES FROM GALVANIZED STEEL SHEET. CONCRETE IS PLACED. A. SURFACES TO BE WELDED. 1. HYDROZO, INC. C. ACCURATELY FORM TO REQUIRED SIZES AND PROFILES. ARCHITECT 5. FORM RELEASE AGENT: NONSTAINING, COLORLESS MINERAL OIL WHICH WILL NOT ABSORB B. CONTACT SURFACES OF HIGH STRENGTH FRICTION TYPE BOLTED CONNECTIONS. 2. HULS AMERICA, INC. D. GRIND AND DRESS EXPOSED WELDS TO FORM SMOOTH, FLUSH SURFACES. MOISTURE. STAIN CONCRETE, OR IMPAIR ADHESION OF COATINGS TO BE APPLIED TO CONCRETE. 2. SURFACE PREPARATION: SSPC SP3 - POWER TOOL CLEANING. 3. PROSOCO, INC. E. DO NOT USE METALLIC FILLER TO CONCEAL MANUFACNRING DEFECTS. 6. CONSTRUCTION JOINTS FORMS: FORMED STEEL, WITH KEYWAY. 3. APPLICATION: ONE COAT; FOLLOW COATING MANUFACTURER'S INSTRUCTIONS. B. SUBSTITUTIONS: UNDER PROVISIONS OF SECTION 01001. F. FABRICATE WITH INTERNAL REINFORCEMENT FOR HARDWARE SPECIFIED IN 4. MINIMUM DRY FILM THICKNESS: 1.5 MILS. T KENN BUTTS �.�.A. 2. MATERIALS SECTION 08770 WELDED IN PLACE. B. REINFORCEMENT: Kenn. L Bulls, A,ehBad 1. BARS: ASTM A 615, DEFORMED BILLET STEEL. A. WATER REPELLENT: G: DOORS: CLOSE TOP AND BOTTOM EDGES OF DOORS WITH STEEL CHANNEL, 724 StAGECOACH BBAB 2. WELDED WIRE FABRIC: ASTM A 185; FURNISH IN FLAT SHEETS. SECTION 05410- COLD FORMED METAL FRAMING 1. WATER BASED PRODUCT CONTAINING MINIMUM 20 PERCENT SILANE OR SILOXANE MINIMUM 16 GAUGE, EXTENDING FULL WIDTH OF DOOR, AND SPOT WELDED TO BELL CANYON, cA. 41307 3. CHAIRS, BOLSTERS, BARS SUPPORTS, AND SPACERS: A. COLD FORMED METAL FRAMING: BY WEIGHT. BOTH FACES. TOP CHANNEL SHALL BE FLUSH; BOTTOM CHANNEL RECESSED. TEL, BIB 999 1272 FAX 878 999 4321 A. SIZED AND SHAPED FOR SUPPORT OF REINFORCEMENT DURING CONCRETE PLACEMENT. 1. FORM MEMBERS FROM ASTM A 446 GALVANIZED STEEL, 590 COATING CLASS, GRADE 2. PRODUCE WATER REPELLENT EFFECT WITHOUT ALTERING COLOR OR TEXTURE OF H. FRAMES: B. PLASTIC COATED STEEL FOR SURFACES EXPOSED TO WEATHER. AS FOLLOWS: SUBSTRATE. 1. CLOSE CORNER JOINTS TIGHT WITH TRIM FACES MITERED, CONTINUOUSLY 4. TIE WIRE: ANNEALED STEEL, 16 GAUGE MINIMUM. A. MEMBERS 16 GAUGE AND HEAVIER: GRADE D. WELDED, AND GROUND SMOOTH. C. CONCRETE MATERIALS: B. MEMBERS 18 GAUGE AND LIGHTER: GRADE A OR B. 2. ANCHORS: 1. PORTLAND CEMENT: ASTM C 150, TYPE l Z STUDS: CHANNEL PROFILE, PUNCHED FOR UTILITY ACCESS. SECTION 0721 1- BATT INSULATION A PROVIDE ANCHOR AT EACH JAMB FOR EACH 30 INCHES OF DOOR SEAL 3. RUNNERS: CHANNEL PROFILE WITH 1 -1/4 INCH HIGH LEGS, DEPTH TO HEIGHT OR FRACTION THEREOF. Q1 2. AGGREGATES: ASTM C 33, CLEAN, HARD, DURABLE, AND UNCOATED. MATCH STUDS, UNPUNCHED. 1. MATERIALS B. USE PROPER ANCHOR TYPES TO PROVIDE POSIPVE FASTENINGS TO A. FINE: NATURAL SAND, FREE FROM SILT, LOAM, AND CLAY. 1. MANUFACTURED UNITS B. COARSE: CRUSHED STONE, MAXIMUM SIZE Na 467, TABLE NO. 2. A. FASTENERS: AS RECOMMENDED BY FRAMING MANUFACTURER. A. THERMAL BATT INSULATION: ADJACENT CONSTRUCTION. 3. ADMIXTURES: B. TOUCH UP PAINT: SSPC PAINT 20, TYPE I OR 11. 1. TYPE: ASTM C 665, TYPE III, CLASS A, GLASS FIBER COMPOSITION WITH FIRE C. PROVIDE ONE WELDED FLOOR ANCHOR AT EACH JAMB. ! A. WATER REDUCING OR WATER REDUCING /SET RETARDING: ASTM C 494, TYPE A OR D. C. WELDING MATERIALS: AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED. RETARDANT ALUMINUM FOIL VAPOR BARRIER ON ONE SIDE. I. FINISH: , B. AIR ENTRAINING: ASTM C 260. SECTION 05500- METAL FABRICATIONS 2. THERMAL RESISTANCE: MINIMUM R VALUE OF 19.00. 1. DRESS TOOL MARKS AND SURFACE IMPERFECTIONS TO SMOOTH SURFACES. .,, /// D. EXPANSION JOINT FILLER: ASTM D 1752, TYPE 1, NON ASPHALTIC. 2. ACCESSORIES 2. CHEMICALLY TREAT AND CLEAN; APPLY MANUFACTURER'S STANDARD PRIME COATING. f' E. NON SHRINK GROUT: PREMIXED, CONSISTING OF NON - METALLIC AGGREGATE, CEMENT, WATER 1. MATERIALS , L. BUTTS A. TAPE: MINIMUM 2 INCHES WIDE PRESSURE SENSITIVE, FOIL FACED WATERPROOF. SECTION 08305- ACCESS DOORS � tAttop..sionovit. REDUCING AND PLASTICIZING AGENTS; 7,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. A. STEEL: _T_ F. CURING MATERIALS: 1. SHAPES: ASTM A 36. 1. CURING COMPOUND: ASTM C 309, TYPE 1. 2. PLATE: ASTM A 283. 1. MANUFACTURERS 3. SHEET: ASTM A 366. SECTION 07620- SHEET METAL FLASHING AND TRIM A. ACCEPTABLE MANUFACTURERS: : ~= =d' ` 2. CURING PAPER: ASTM C 171, WATERPROOF PAPER OR POLYETHYLENE FILM. 4. PIPE: ASTM A 501. 1. MATERIALS 1. BABCOCK -DAMS HATCHWAYS, INC. G. BONDING AGENT: TWO COMPONENT MODIFIED EPDXY RESIN. 5. TUBE ASTM A 500. A GALVANIZED STEEL SHEET: H. FLOOR HARDENER: SAME AS FOR CURING COMPOUND. 6. BARS: ASTM A 108. 2. CESCO PRODUCTS. I. VAPOR BARRIER: 6 MIL BLACK POLYETHYLENE FILM. 8. CAST IRON: ASTM A 48, CLASS 30, OR ASTM A 47, GRADE 32510. 1. ASTM A 446, COMMERCIAL QUALITY, 24 GAUGE UNLESS NOTED OTHERWISE, 1 J.L INDUSTRIES. J. WATER: CLEAN AND POTABLE. 2. ACCESSORIES G90 COATING CLASS. 4. KARP ASSOCIATES, INC. PROJECT COORDINATOR A. FASTENERS: 2. WHERE SHEET METAL IS TO BE PAINTED, PHOSPHATE TREAT AT FACTORY. 5 MILCOR, INC. 1. EXPOSED SCREWS: PHILLIPS FLAT HEAD, COUNTERSUNK, UNLESS NOTED OTHERWISE. B. LEAD SHEET: FS QQ -L -201, 2 -1/2 POUNDS PER SQUARE FOOT. 6. NYSTROM, INC. 2. MIXES 2. CARBON STEEL BOLTS: ASTM A 307, HEXAGONAL HEAD TYPE. 2. ACCESSORIES 2. FABRICATION A. PROPORTIONS: IN ACCORDANCE WITH ACI 307. 3. CARBON STEEL NUTS: ASTM A 563, GRADE OPTIONAL. A. SOLDER: ASTM B 32, GRADE 50 A B. DESIGN CONCRETE TO YIELD CHARACTERISTICS AS INDICATED ON DRAWINGS. B. PAINT: B. FASTENERS: SAME MATERIAL AND FINISH AS FLASHING METAL, WITH A. FABRICATE FRAME OF 16 GAUGE STEEL SHEET. PROVIDE DRYWALL FLANGES ON D - 1. PRIMER AND TOUCH -UP FOR FERROUS METALS: SSPC PAINT 15, TYPE 1, NEC OXIDE. DOORS IN GYPSUM BOARD. 2. TOUCH UP FOR GALVANIZING SSPC PAINT 20, TYPE I OR II. C. CONCRETE PERMANENTLY EXPOSED TO WEATHER: AIR ENTRAINED, 4 TO 6 PERCENT AIR BY SOFT NEOPRENE WASHERS WHERE EXPOSED. B. FABRICATE DOOR PANELS OF 14 GAUGE STEEL SHEET. a']23 WEST' BARNES LANE VOLUME OF CONCRETE. C. ANCHORING CEMENT: PREMIXED, CEMENTITIOUS BASED. C. JOINT SEALANTS: SPECIFIED IN SECTION 07900. PHOENIX, AR7 -DNA 85051 3. FABRICATION 3. FABRICATION C. WELD, FILL, MD GRIND JOINTS TO FLUSH AND SQUARE APPEARANCE. PHONE: 602-841 -1284 3. FABRICATION A. SHOP ASSEMBLE IN LARGEST PRACTICAL PIECES. A FABRICATE COMPONENTS IN ACCORDANCE WITH SMACNA MANUAL D. HARDWARE: A. REINFORCING: IN ACCORDANCE WITH CRSI MANUAL. B. FORM METAL WORK TO SHAPE AND SIZE WITH SHARP LINES, ANGLES AND ARISES. B. PRE TIN EDGES OF SHEET. 1. HINGES: CONTINUOUS, STEEL 175 DEGREE OPENING. C. FR JOINTS AND INTERSECTIONS ACCURATELY. Z. SCREWDRIVER OPERATED CAM LOCK. D . EXPOSED COMPONENTS: C. SOLDER SHOP FORMED JOINTS. AFTER SOLDERING, REMOVE FLUX ND WASH CLEAN. SECTION 04100- MORTAR AND MASONRY GROUT D. FABRICATE CORNERS IN SINGLE UN TS W H MINIMUM 18 INCH LONG LEGS. E. FINISH: ONE COAT RUST -INHIB DNG PRIMER PANT, SPRAYED AN BAKED. 1. MATERIALS 3. SIP ADJACENT 1. FABRICATE IN LONGEST HV ACTC:.L LENGTHS. LOCATE JOINTS SYMMETRICALLY. E. FABRICATE VERTICAL FACES WITH BOTTOM EDGE FORMED OUTWARD 1/4 INCH MD J �J A. PORTLAND CEMENT: 3. SPACE EXPOSED PIECES SCREWS E WS EVEENLY NLY ANND D JOINTS. SYMMETRICALLY. HEMMED i0 FORM DRIP. SECTION 08380 - TRAFFIC DOORS <1 /o 1, 1. ASTM C 150, TYPE I, WHITE OR GRAY COLOR AS REQUIRED TO MATCH MASONRY COLOR. 4. MITER CORNERS AND INTERSECTIONS. F. FORM SECTIONS ACCURATE TO SIZE AND SHAPE, SQUARE AND FREE FROM DISTORDON 1. MANUFACTURERS CONCEAL FASTENINGS WHEREVER POSSIBLE. AND DEFECTS. 2. FOR EXPOSED SURFACES, PROVIDE CEMENT FROM ONE SOURCE THROUGHOUT PROJECT. F. WELDING: G. PROVIDE FOR THERMAL EXPANSION AND CONTRACTION IN SHEET METAL EXCEEDING A CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY EUASON CORPORATION. B. LIME: ASTM C 207, TYPE S. 1. AWS D1.1. USE WELDS FOR PERMANENT CONNECTIONS WHERE POSSIBLE. GRIND 15 FEET IN RUNNING LENGTH. 2. MANUFACTURED UNDS C. MORTAR AGGREGATE: EXPOSED WELDS SMOOTH. 1. PLACE EXPANSION JOINTS AT 10 FEET ON CENTER MAXIMUM AND MAXIMUM A IMPACT DOORS: 1. ASTM C 144, STANDARD MASONRY TYPE, COLOR TO BE SELECTED. 2. TACK WELDS PROHIBITED ON EXPOSED SURFACES. 2. FOR EXPOSED SURFACES, PROVIDE AGGREGATE FROM ONE SOURCE THROUGHOUT PROJECT. G. BOLTED CONNECTIONS: 2 FEET FROM CORNERS AND INTERSECTIONS. 1. MODEL SCP 11 D. MORTAR COLOR: PURE MINERAL OXIDE TYPE, COLOR TO BE SELECTED, IF REQUIRED TO MATCH 1. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS BEARING ON WOOD. 2. JOINT WIDTH: CONSISTENT WITH TYPES AND SIZES OF MATERIALS, MINIMUM 2. 42 X 96 OPENING, 3/4 SOLID CORE DOOR. MASONRY COLOR. 2. USE BEVELED WASHERS ON SLOPED SURFACES. WIDTH 1/4 INCH. 3. THERMALLY FORMED EJOERIOR SURFACE BONDED TO SOLID CORE #103 WHITE E. WATER: POTABLE. 3. SCREWS: FLAT HEAD, COUNTERSUNK, WITH SCREW SLOTS FILLED AND FINISHED FLUSH. 3. USE CONCEALED BACKUP PLATE TYPE JOINT AT EXPOSED -TO -NEW LOCATIONS. HPL BOTH SIDES. MI PT4 H. FINISHES: FORM BACKUP PLATE TO FLASHING PROFILE AND MINIMUM 8 INCHES LONG. 4. HARDWARE: F. WATER REPELLENT ADMIXTURE: "DRY BLOCK MORTAR" BY W. R. GRACE AND CO. OR ACCEPTED 1. EXTERIOR STEEL COMPONENTS: GALVANIZED; ASTM A 123, TO 1.25 OUNCES H. UNLESS OTHERWISE INDICATED, PROVIDE MINIMUM 3/4 INCH WIDE FLAT LOCK SEAMS; A HEAVY DUTY, DOUBLE ACTING, CAM LIFT, SELF CLOSING PIVOTS, E,∎4 SUBSTITUTE. PER SQUARE FOOT. 2. INTERIOR STEEL COMPONENTS: LAP IN DIRECTION OF WATER FLOW. TOP AND BOTTOM. u Ark 2. MIXES A. SHOP PAINTED EXCEPT STEEL TO BE ENCASED IN CONCRETE AND SURFACES I. FABRICATE CLEATS AND STARTER STRIPS OF SAME MATERIAL AS SHEET METAL. B. SCUFF PLATE STAINLESS STEEL. 24° HEIGHT, FULL WIDTH: BOTH SIDES. � A. MORTAR: ASTM C 270, TYPE N OR TYPE S, AS APPLICABLE. TO BE WELDED. 5. GLAZING: 14 X 16 INCH X 3/16 INCH THICK, CLEAR ACRYLIC SET IN BLACK h+y B. SURFACE PREPARATION: SSPC SP2 - HAND POWER TOOL CLEANING OR SP3 B. MIXING: RUBBER GASKET. , POWER TOOL CLEANING. SECTION 07900- JOINT S EALANTS ` T ./ 1. MIX MORTAR IN ACCORDANCE WITH ASTM C 270. PROVIDE UNIFORMITY OF COLOR IN EXPOSED 3 1. MANUFACTURERS . ACCESSORIES N C. APPLICATION: ONE COAT; FOLLOW COATING MANUFACTURER'S INSTRUCTIONS. W MORTAR. D. MINIMUM DRY FILM THICKNESS: 2.0 MILS. A FASTENERS: STAINLESS OR CADMIUM PLATED STEEL, TYPE BEST SUITED TO 2. THOROUGHLY MIX INGREDIENTS IN QUANTITIES NEEDED FOR IMMEDIATE USE. A. ACCEPTABLE MANUFACTURERS: - APPLICATION. 3. MIX DRY INGREDIENTS MECHANICALLY UNTIL UNIFORMLY DISTRIBUTED; ADD WATER TO SECTION 06100- ROUGH CARPENTRY 1. DOW CORNING CORP. W ACHIEVE WORKABLE CONSISTENCY. 2. GENERAL ELECTRIC CO. ism TP.4 1. MATERIALS 4. DISCARD LUMPY, CAKED, FROZEN, AND HARDENED MIXES, AND MIXES NOT USED WITHIN 3. MAMECO INTERNATIONAL, INC. A. LUMBER: S PECIFICATIONS CONTINUED ON SHEET 'SP -2' w fj 2 HOURS AFTER INITIAL MIXING. 4. PECORA CORP. F7 1. GRADING RULES: MIST CS 20. 5. DO NOT ADD ANTIFREEZE COMPOUNDS TO LOWER FREEZING TEMPERATURE OF MORTAR. 5. PRODUCTS RESEARCH AND CHEMICAL CORP. 2. SPECIES: ANY COMMERCIAL SOFTWOOD SPECIES. 3. SURFACING: SURFACED FOUR SIDES UNLESS NOTED OTHERWISE. 6. SIKH CORP. e. SECTION 04200- UNIT MASONRY • 4. MAXIMUM MOISTURE CONTENT: 19 PERCENT. 7. SONNEBORN BUILDING PRODUCTS DMSION. 5. GRADE: NO. 2 OR BETTER. 8. TREMCO, INC. 4 1. MATERIALS B. PLYWOOD: 2. MATERIALS �y) A. CONCRETE MASONRY UNITS: 1. VENEER GRADE: C -D PLUGGED OR BETTER. A. JOINT SEALANTS: ^ 1. ASTM C 129 OR C 90 (AS APPLICABLE). TYPE i, FABRICATED USING ASTM C 331 2. EXPOSURE: 1. TYPE 1: LIGHTWEIGHT AGGREGATE. A. EXTERIOR APPLICATIONS: EXTERIOR. B. INTERIOR APPLICATIONS: EXPOSURE 1. A. ASTM C 920, TYPE M, GRADE P, CLASS 25; MULTI COMPONENT 2. SURFACE TEXTURE: ROCK FACE AND SMOOTH FACE AS INDICATED. 3. PANEL GRADE: RATED SHEATHING. POLYURETHANE, SELF LEVELING. N 3. COLOR: OFF -WHITE LIMESTONE. SUBMIT SAMPLE TO PIER 1 IMPORTS FOR APPROVAL. 2. ACCESSORIES B. MOVEMENT CAPABILITY: PLUS OR MINUS 25 PERCENT. MI W O 4. PROVIDE SOLID UNITS WHERE HOLES WOULD OTHERWISE OCCUR ON EXPOSED FACES. A. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE; C. COLOR: TO BE SELECTED. u 5. PROVIDE MANUFACTURED CORNER UNITS; MITERED CORNERS NOT PERMITTED. GALVANIZED STEEL OR ALUMINUM FOR EXTERIOR USE, PLAIN STEEL 2. TYPE 2: ro 6. PROVIDE MASONRY UNIT W/ INTEGRAL WATER REPELLENT; ° DRY BLOCK" BY W. R. GRACE OR ALUMINUM FOR INTERIOR USE. SECTION 06100- ROUGH CARPENTRY A. ASTM C 920, TYPE M. GRADE NS, CLASS 25; MULTI COMPONENT T^� lJ1 AND CO. OR ACCEPTED SUBSTITUTE. (CONITNUED) II MOM 1"x'1 POLYURETHANE, NON SAG. B. FACE BRICK: 3. FABRICATION B. MOVEMENT CAPABILITY: PLUS OR MINUS 50 PERCENT. M 7. ASTM C 216, GRADE SW, TYPE FBS. A. PRESERVATIVE TREATMENT: 1. TREAT W000 IN FOLLOWING LOCATIONS: C. COLOR: TO BE SELECTED. 2. SIZE: STANDARD MODULAR. A. WHERE IN CONTACT WITH ROOFING AND RELATED FLASHINGS. 3. TYPE 3: 2: 1510, 3. DESCRIPTION: TO MATCH SHOPPING CENTER OR DEVELOPER'S SPECIFICATIONS. B. WHERE IN CONTACT WITH CEMENTRIOUS MATERIALS. A. ASTM C 834, SINGLE COMPONENT ACRYLIC LATEX, NON SAG. O 2. LUMBER: TREAT IN ACCORDANCE WITH AWPA C2 USING WATERBORNE B. MOVEMENT CAPABILITY: PLUS OR MINUS 7-1/2 PERCENT. CO 2. ACCESSORIES PRESERVATIVE, WITH RETENTION OF 0.25 PERCENT. C. COLOR: WHITE. A. MORTAR: SPECIFIED IN SECTION 04100. 3. PLYWOOD: TREAT IN ACCORDANCE WITH AWPA C9 USING WATERBORNE B. ANCHORS: PRESERVATIVE, WITH RETENTION OF 0.25 PERCENT. 4. TYPE 4: 1. CONNECTORS: 3/16 INCH DIAMETER STEEL WIRE FORMED TO TRIANGULAR SHAPE, LENGTH AS B. FIRE RETARDANT TREATMENT: A. ASTM C 920, TYPE S, GRADE NS, CLASS 25; SINGLE COMPONENT REQUIRED TO EXTEND TO WITHIN 1 INCH OF OUTER MASONRY FACE. 1. TREAT INTERIOR WOOD. SILICONE, NON SAG, MILDEW RESISTANT. 2. ANCHORS: 12 GAUGE STEEL, 3/4 INCH WIDE X 9 INCHES LONG. 2. LUMBER: TREAT IN ACCORDANCE WITH AWPA C20. B. MOVEMENT CAPABILITY: PLUS OR MINUS 25 PERCENT. 3. FINISH: HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 753, CLASS B2. 3. PLYWOOD: TREAT IN ACCORDANCE WITH AWPA C27. C. COLOR: TO BE SELECTED. C. JOINT SEALANT: SPECIFIED IN SECTION 07900. A. EXTERIOR APPLICATIONS: EXTERIOR TYPE. 3. ACCESSORIES - B. INTERIOR APPLICATIONS: INTERIOR TYPE 8. D. MEMBRANE FLASHINGS: FIBERWEB 200" BY FIBERWEB CORP. OR ACCEPTED SUBSTITUTE A. PRIMERS, BONDBREAKERS, AND SOLVENTS: AS RECOMMENDED BY SEALANT DATE: April )„ 2002 E. METAL FLASHING, GALVANIZED STEEL, SPECIFIED IN SECTION 07620. MANUFACTURER. P F. WEEPS: 3/8 INCH DIAMETER COTTON ROPES. B. JOINT BACKING: 1. ASTM D 1565, CLOSED CELL POLYURETHANE FOAM, PREFORMED ROUND REVISIONS 3. CLEAN EXPOSED MASONRY. JOINT FILLER, NON ABSORBING, NON - STAINING, RESILIENT, COMPATIBLE 4. SEAL BRICK MASONRY AS SPECIFIED IN SECTION 07180. WITH SEALANT AND PRIMER, RECOMMENDED BY SEALANT MANUFACTURER FOR DATE DESCRIPTION EACH SEALANT TYPE. 2. SIZE: MINIMUM 1.25 TIMES JOINT WIDTH. 4. MIXES RECENED A. FOLLOW MANUFACTURER'S INSTRUCTIONS. ary of ruMnnu B. MIX MULTIPLE COMPONENT SEALANTS BY MECHANICAL MIXER; AVOID AIR AT 1 1 ?no? ENTRAINMENT AND OVERHEATING OCCURRING DURING MIXING. C. CONTINUE MIXING UNTIL COLOR IS COMPLETELY UNIFORM, WITHOUT STREAKS. PERMIT CENTER 4,k p sT \,P� 1 � �� STANDARD o SPECIFICATIONS PROJECT No: 02002 S P -1 r _ STORE NUMBER: i i Q 1 1 ` 1 SECTION 08710 -DOOR HARDWA SECTION 09260- GYPSUM BOARD SYSTEMS SECTION 09900- PAINTING SECTION 10810- TOILET ACCESSORIES / e ME AL FRAMING MATERIALS 1. MANUFACTURERS A NOTE: INTERIOR DOORS TO BE OPERATED BY SINGLE LEVER ACTION HARDWARE A. PROVIDE COMPONENTS IN ACCORDANCE W. ASTM C 645. 1. MANUFACTURERS OWNER: OR PANIC DEVICE A. CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY SHERWIN WILLIAMS CO. A CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY ATLANTIC ACCESSORIES MFG., INC. B. FINISH: ASTM A 446, CLASS G60 HOT DIP GALVANIZED OR ASTM A 591, CLASS 8 ELECTROGALVANIZED. 2. MATERIALS AND BOBRICK WASHROOM EQUIPMENT CO. 00 n .. MANUFACTURERS ('� O V C. STUDS: NON -LOAD BEARING ROLLED STEEL, CHANNEL SHAPED. PUNCHED FOR UTILITY A. PAINTS: B. EQUNALENT PRODUCTS BY FOLLOWING MANUFACTURERS ARE ACCEPTABLE: V A. ACCEPTABLE MANUFACTURERS -BUTT HINGES: � ' 6 4, HAGER HINGE CO. ACCESS. 1. TYPES: AS SCHEDULED Al END OF SECTION. 1. A AND J WASHROOM ACCESSORIES. 2. MCKINNEY MANUFACTURING CO. D. RUNNERS: OF SAME MATERIAL AND FINISH AS STUDS, CHANNEL SHAPED; PROVIDE 2. FURNISH ALL PAINTS BY THE SAME MANUFACTURER UNLESS SPECIFIED OTHERWISE. 2. AMERICAN SPECIALTIES, INC. mil` Lj 1 0 3. STANLEY HARDWARE. DEEP LEG RUNNERS AT TOP OF PARTITIONS. 3. ACCESSORIES 3. BRADLEY CORP. 4 1 ��'3 B. ACCEPTABLE MANUFACTURERS - LOCKSETS, LATCHSETS, AND CYLINDERS: 2. PANEL PRODUCTS A JOINT TREATMENT MATERIALS: 4. GENERAL ACCESSORY MANUFACTURING CO. , l �l G � T p 1. CORBIN /RUSSWIN. A. WATER RESISTANT GYPSUM BOARD: ASTM C 630; 48 INCHES WIDE X 5/8 INCH THICK, 1. REINFORCING TAPE AND JOINT COMPOUND: ASTM C 475. 5. MCKINNEY /PARKER. . 1 __``�v 4 2. SARGENT MANUFACTURING CO. MAXIMUM PRACTICAL LENGTH, WATER RESISTANT; APPLY TO WALLS AT TOILET ROOMS 2. TEXTURE: "MULTI PURPOSE TEXTURE FINISH" BY UNITED STATES GYPSUM CO. 2. MATERIALS C o �.+^�'� 4. YALE SECURITY, CO. AND JANITOR CLOSETS. OR ACCEPTED SUBSTITUE. A STAINLESS STEEL `` C. fp % \ 5. SECURITY SOLUTIONS - (800) 253 -5625. B. REGULAR GYPSUM BOARD: ASTM C 36; 48 INCHES WIDE X 5/8 INCH THICK ,MAXIMUM B. SURFACE PREPARATION MATERIALS: FORMULATED FOR PARTICULAR APPLICATION. 1. SHEET: ASTM A 167, TYPE 304. \ 4 ,O `� ( ) PRACTICAL LENGTH, TAPERED EDGE. 4 ■\\ C. ACCEPTABLE MANUFACTURERS - CLOSERS: C. GALVANIZED METAL PREP: "GALVAPREP" BY NEILSON OR ACCEPTED SUBSTITUTE. 2. TUBING: ASTM A 269. 1. WA. C. EXTERIOR SHEATHING: ASTM C 79; 24 INCHES WIDE X 1/2 INCH THICK, MAXIMUM _ V 44 D. THINNERS AND CLEANERS: AS RECOMMENDED BY PAINT MANUFACTURER. B. GALVANIZED STEEL ASTM A 366. G _ " PRACTICAL LENGTH, ENDS SQUARE CUT, TONGUE AND GROOVE EDGES. D. PANIC DEVICES: DETER 4. MIXING C. MIRROR GLASS: ASTM C 1036, TYPE I, CLASS 1, QUALITY 01. ` * 2. MATERIALS 3. ACCESSORIES A. DOOR HARDWARE: AS SCHEDULED. A FASTENERS: A USE FACTORY MIXED PAINTS MATCHING ACCEPTED COLOR SAMPLES. 3. ACCESSORIES B. KEYING: 1. FOR ATTACHING FRAMING TO CONCRETE AND MASONRY: TYPE BEST SUITED TO B. UNIFORMLY MIX PAINTS TO THOROUGHLY DISPERSE PIGMENTS PRIOR TO APPLYING. A FASTENERS: STAINLESS STEEL WHERE EXPOSED, HOT DIP GALVANIZED WHERE CONCEALED; 1. CONSTRUCTION KEY LOCKS. APPLICATION. C. DO NOT THIN PAINT IN EXCESS OF MANUFACTURERS RECOMMENDATIONS. TYPE BEST SUITED TO SUBSTRATE CONDITIONS. ARCHITECT C. FINISHES: 2. FOR FASTENING FRAMING MEMBERS TOGETHER 3/8 INCH LONG PAN HEAD SCREWS. 5. PAINT SCHEDULE 4. FABRICATION 1. DOOR SEAL HOUSINGS: CLEAR ANODIZED ALUMINUM. 3. FOR ATTACHING GYPSUM PANELS TO FRAMING: ASTM C 1002, TYPE S SCREWS, A TYPES OF PAINT LISTED HEREIN ARE SET FORTH AS STANDARD OF QUALITY AND A USE STAINLESS STEEL FOR EXPOSED SURFACES; GALVANIZED STEEL MAY BE USED IN 2. PANIC DEVICES: PAINTED COLOR TO DE SELECTED. MINIMUM 5/8 INCH PENETRATION INTO FRAMING. T KENN BUTTS A.I.A. 3. OTHER: US260; SATIN CHROME PLATED. TYPE OF PAINT REQUIRED FOR EACH TYPE OF SURFACE. CONCEALED LOCATIONS. / 3. SCHEDULE B. ACOUSTICAL INSULATION: 1. EXPOSED SURFACES OF TYPE LISTED IN FOLLOWING SCHEDULE ARE TO BE PAINTED. 8. FORM EXPOSED SURFACES FROM SINGLE SHEET OF STOCK, FREE FROM JOINTS, AND FLAT, Kenneth L Bulls, Arch.. DOOR 1. ASTM C 665, TYPE I, GLASS FIBER COMPOSITION, UNPAGED. 124 STAGECOACH ROAD 2. OTHER EXPOSED SURFACES NOT SPECIFICALLY LISTED SHALL RECENE NOT LESS WTHOUT DISTORTION. NO. QUANTITY DESCRIPTION MANUFACTURER MODEL NO. 2. NONCOMBUSTIBLE WHEN TESTED IN ACCORDANCE W[01 ASTM E 136. THAN 2 COATS OF APPROPRIATE TYPE OF PAINT. C. WELD JOINTS OF FABRICATED COMPONENTS AND GRIND SMOOTH. BELL CANYON, CA. 91307 C. METAL ACCESSORIES: GALVANIZED STEEL C. BIB 999 4272 FAX 818 999 4327 AS REQUIRED CYLINDERS SECURITY SOLUTIONS U- CHANGE #316001A1 D2 1. CORNER REINFORCEMENT: GA 216, TYPE CB -100 X 100. B. PRIME COAT SHALL CONSIST OF TOUCH UP ONLY ON SHOP PRIMED AND EXISTING D. FABRICATE GRAB BARS OF TUBING, FREE OF VISIBLE JOINTS, RETURN TO WALL WITH END ' OTHER HARDWARE SPECIFIED IN OTHER SECTIONS 2. CASING: GA 216, TYPE LC. SURFACES. ATTACHMENT FLANGES. KNURL GRIP SURFACES. 2 -1/2 PAIR BUTT HINGES HAGER BB1279 X 4 1/2 X 4 1/2 X NRP D. ACOUSTICAL SEALANT: NON HARDENING, NON SKINNING, ACOUSTICAL SEALANT C. EXTERIOR SURFACES: E. PROVIDE HANGERS, ADAPTERS, ANCHOR PLATES, AND ACCESSORIES REQUIRED FOR INSTALLATION. PANIC DEVICE ARM -A -DOR A101 -021 DESIGNED FOR USE WITH GYPSUM BOARD. SUBSTRATE PRIMER /FIRST COAT TOP COATS F. KEY LOCKS ALIKE; FURNISH 6 KEYS. DOOR CLOSER LCN 4041 -CUSH G. FRAMED MIRRORS: SEAL ,p{ 01 - 2E1 THRESHOLD NATIONAL GUARD 325 FERROUS METALS 1 COAT DTM 866 WITH 2 COATS METALATEX 1. FRAME ONE PIECE, ROLL FORMED STAINLESS STEEL CHANNEL, 1/2 X 1/2 INCH, WITH SET WEATHERSTRIPPING WEATHERSTRIPPING 305 ACRYLIC PRIMER II 3.0 SEMI GLOSS ENAMEL CORNERS MITERED. - - DOOR BOTTOM PEMKO 315 SECTION 09300- TILE MILS DFT 2. MIRROR APPLY ONE COAT OF SILVER AND ONE COAT OF ELECTROPLATED COPPER TO BACK 3, G , , A ' CYLINDER SECURITY SOLUTIONS U- CHANGE #37fiE01A7D2 1. MATERIALS SURFACE OF GLASS. � � H/j (FACTORY INSTALLED) - / E. jam. 12 X 12 CERAMIC TILE FLOORING TO BE ORDERED THROUGH PIER 1 PURCHASING GALVANIZED METALS 1 COAT DTM 866 WITH 2 COATS DTM ACRYLIC 3. BACKING: GALVANIZED STEEL SHEET. 3 -1/2 PAIR BUTT HINGES HAGER 887279 X 4 1/2 X 4 1/2 X NRP DEPARTMENT AT (817)252 -7611. ACRYUC PRIMER AD 3.0 COATING, SEMI GLOSS 4. 1501.000 GLASS FROM FRAME AND BACKING WITH RESILIENT, WATERPROOF PADDING. EXIT DEVICE ARM -A -DOR A101 -020 B. 8 X B CERAMIC TILE FLOORING, BASE & 6X6 WALL TILE AND TRIM TO BE ORDERED ` 3 A�x1T lNETN I. PN CLOSER LCN 4116-CUE; MOUNT FOR 120 THROUGH PIER 1 PURCHASING DEPARTMENT AT (817)252 -7611. MILS ET FINISH H. SHOP ASSEMBLE UNITS AND PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. . ATl�SI1tY CSO DEGREE SWING 2. AC CESSORIES I. FINISHES: .r . DOOR VIEWER IVES 700 A SETTING MATERIALS: D. INTERIOR SURFACES: 1. STAINLESS STEEL: NO. 4 SATIN. THRESHOLD NATIONAL GUARD 613 1. LATEX - PORTLAND CEMENT MORTAR: ANSI A118.4, CONSISTING OF PORTLAND SUBSTRATE PRIMER /FIRST COAT TCE COATS 2. GALVANIZING: ASTM A 123 TO 1.25 OUNCES PER SQUARE FOOT. SET WEATHERSTRIPPING WEATHERSTRIPPING 305 CEMENT, SAND, LATEX ADDITIVE, AND WATER. 3. CHROME PLATING: ASTM B 456, TYPE SC 2, POLISHED FINISH. DOOR BOTTOM PEMKO 315 2. WATER: CLEAN, POTABLE. GYPSUM BOARD 1 COAT PROMAR 200 2 COATS PROMAR 200 DOOR PULL IVES 8105 -8 5. INSTALLATION B. GROUT: PUSH PLATE IVES 8305 -8 X 3 1/2 X 15 INCHES LATEX WALL PRIMER ACRYLIC LATE( ENAMEL A INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CYLINDER SECURITY SOLUTIONS U- CHANGE #316BOIAID2 1. ANSI A118.6, CEMENTITIOUS TYPE WITH LATEX ADDITIVE. EGG SHELL FINISH B. SET PLUMB, LEVEL, SQUARE, AND RIGIDLY ANCHORED. PROJECT COORDINATOR (FACTORY INSTALLED) 2. COLORS: C. CONFORM TO APPLICABLE CODE FOR LOCATING ACCESSORIES FOR HANDICAP ACCESS. A. FOR 12 X 12 CERAMIC FLOOR TILE: "CHARCOAL" BY MAPEL FERROUS AND 1 COAT DTM B66 WITH 2 COATS EGG SHELL 5. INSTALLATION B. FOR 8 X 8 CERAMIC FLOOR TILE "SAND /ARENA" BY MAPEI. 4 ALL HARDWARE SPECIFIED IN SECTION 08380 C. GALVANIZED METALS ACRYLIC PRIMER ®3.0 �� BERING MATERIAL GROUT FOR 12X AND 8X8 FLOOR TILE & 6X6 WALL TILE TO BE DESCRIPTION CATALOG NO. QUANTITY ROUGH H PIER 1 PURCHASING DEPARTMENT (817)252 -7671 AT EXPOSED ROOF MILS DFT 5 1 -1/2 PAIR DUE' HINGES HAGER 1279 X 4 1/2 X 4 1/2 D. METAL EDGING © TILE LEAVE OUT SHALL BE SCHLUTER - SCHIENE - #E80 (STAINLESS STEEL). STRUCTURE PAPER TOWEL DISPENSER BOBRICK B -2620 ONE PER TOILET ROOM 3723 WEST BARNES LANE PASSAGE SET SCHLAGE DI 0S-626 X RHODES PHOENIX. ARIZONA 95051 1 DOOR STOP TRIMCO 1210 ES SECTION 09510- ACOUSTICAL CEILINGS FERROUS METALS AT 1 COAT DTM B66 WITH 2 COATS CLASSIC 99 ALKYD TOILET TISSUE DISPENSER BOBRICK 8 -2740 ONE PER WATER CLOSET PHONE: 902 -941 -1294 SANITARY NAPKIN DISPOSAL BOBRICK B -270 ONE PER WOMEN'S TOILET ROOM 1 DOOR CLOSER LCN 1461 1. MANUFACTURERS OTHER LOCATIONS ACRYLIC PRIMER ®3.0 ENAMEL PAINT, EGG SHELL MIRROR BOBRICK 8 -765, 18X36 IN. ONE PER LAVATORY 3 SILENCERS A ACCEPTABLE MANUFACTURERS - OPEN GRID CEILING SYSTEM: USG INTERIORS, INC. MILS DFT FINISH 6 1 -1/2 PAIR BUTT HINGES HAGER 1279 X 4 1/2 X 4 1/2 B. ACCEPTABLE MANUFACTURERS - SUSPENSION GRID SYSTEMS FOR ACOUSTICAL PANELS: GRAB BARS (L- SHAPED CONFIGURATION) BOBRICK B -68137 ONE PER WATER CLOSET LOCKSET SECURITY SOLUTIONS U- CHANGE #5L1221B502 1. USG INTERIORS, INC. (SPECIFIED). DOUBLE ROBE HOOK BOBRICK B -672 FOUR AT MISC. ROOM MOUNTED 1 DOOR STOP TRIMCO 1210 ES C. ACCEPTABLE MANUFACTURERS - ACOUSTICAL UNITS: WOOD DOORS 1 COAT INTERIOR WOOD 2 S.W. BASE GLOSS SATIN ON BOARD AS INDICATED 3 SILENCERS 1. USG INTERIORS, INC. (SPECIFIED). STAIN "GOLDEN OAK POLYURETHANE SEAT -COVER DISPENSER BOBRICK B -221 ONE PER WATER CLOSET OR VIE 700 DO HR IVES #SW3117 -K DOOR VIEWER SGL HOUSING SECURITY SOLUTIONS CYL DB HOUSING #500S000002 2. MATERIALS DEADBOLT CYL SECURITY SOLUTIONS UCLI CYL FOR DB #316M01A102 A SUSPENSION GRID SYSTEM FOR ACOUSTICAL CEIUNGS: SECTION 12350- PREMANUFACTURED CASEWORK 1. TYPE: ASTM C 635; INTERMEDIATE DUTY. OTHER WOOD 1 COAT WALL AND WOOD 2 COATS CLASSIC 99 ALKYD 7 -1/2 PAIR BUTT HINGES HAGER 7279 X 4 1/2 X 4 1/2 PRIMER ENAMEL PAINT, EGG SHELL 1. FURNISH AND INSTALL STAIN GRADE, PRE - MANUFACTURED CARINETRY AS SHOWN ON THE DRAWINGS. r , PANIC DEVICE VON DUPRIN 22L -F -BE 2. MAIN RUNNERS: DOUBLE WEB, 1 -1/2 INCHES HIGH, 15/16 INCH EXPOSED FLANGE, I`�1. INTERLOCKING ENDS, SLOTTED AT 6 INCHES ON CENTER TO RECENE CROSS TEES. STAIN UNITS TO MATCH DOORS. PLASTIC LAMINATE WORK SURFACES SHALL BE WILSONART r COVER PLATE KIT VON DUPRIN 824 3. CROSS TEES: MATCH MAIN RUNNERS, ENDS DESIGNED TO FORM POSITIVE LOCK PAINTED CONCRETE 1 COAT TILE -C LAD 11 EPDXY 2 COATS TILE -CLAD II GREY NEBULA - 4622 -8. HARDWARE SHALL INCLUDE WIRE PULLS, FULLY ADJUSTABLE CONCEALED /Yy''�� �JL ' 4 DOOR STOP TRIMCO 1210 ES WITH H MAIN RUNNER AND ABUTTING CROSS TEE; FLANGES C TO FIT TIGHTLY FLOORS EPDXY HINGES W �1 V DOOR CLOSER LCN 4041 , METAL DRAWER GLIDES WITH NYLON ROLLERS. SMOKE SEALS WITH MAIN RUNNERS. //'''�� THRESHOLD NATIONAL GUARD 654 4. PERIMETER MOLDING: HEMMED ANGLE, EXPOSED FACE WIDTH TO MATCH RUNNERS. SECTION 1 0440- INTERIOR SIGNS SECTION 12690- FLOOR MATS W w 5. FINISH ON EXPOSED FACES: FACTORY BAKED ON ENAMEL, COLOR AS SCHEDULED. ® C F-1 B. OPEN GRID CEILING SYSTEM (WHEN INDICATED ON DRAWINGS): 1. MATERIALS 1. PROVIDED THROUGH GRAND ENTRANCE. CONTACT R.J. DADD OR MICHELLE BUEHLER (301 - 869 -4820) _ E: " SECTION 08800- GLAZING �L ;CA ^ 0....4 1. TYPE TYPE GWDX. A SIGNS: rr '' /�''� .. 1. MATERIALS 2. MAIN RUNNERS: DOUBLE WEB, 1 -1/2 INCHES HIGH, 15/16 INCH EXPOSED FLANGE, 1. TYPE MATTE FINISH MELAMINE PLASTIC LAMINATE WITH CONTRASTING COLOR SECTION 15400- PLUMBING WI w .M, A. CLEAR GLASS: INTERLOCKING ENDS, SLOTTED AT 24 INCHES ON CENTER TO RECEIVE CROSS CORE; NON STATIC, FIRE RETARDANT, AND SELF EXTINGUISHING 1. PIPING V W 1� 1. TYPE: ASTM C 1036, TYPE 1 TRANSPARENT FLAT, CLASS 1 CLEAR, QUALITY 03 GLAZING TEES. SELECT. 2. THICKNESS: 1/8 INCH. A SANITARY SEWER PIPING, BURIED BEYOND BUILDING: PVC PIPE; ASTM 0 3033 00 D 3034, ® !: 3. CROSS TEES: MATCH MAIN RUNNERS, ENDS DESIGNED TO FORM POSTIVE LOCK Dr) 2. THICKNESS: 1/4 INCH. W. FACE COLOR: PIER 1 BLUE SDR 35, W ELASTOMERIC GASKETS. WITH MAIN RUNNER AND ABUTTING CROSS TEE; FLANGES CUT TO FIT TIGHTLY B. TINTED GLASS: (WHEN SHOWN ON DRAWINGS) 4. CORE COLOR: WHITE. B. SANITARY SEWER PIPING, BURIED AND ABOVE GRADE, WfiHIN BUILDING: 1. TYPE: ASTM C 1036, TYPE 1 TRANSPARENT FLAT, CLASS 2 TINTED HEAT ABSORBING AND WITH MAIN RUNNERS; 24 AND 48 INCH LENGTHS. ^ LIGHT REDUCING, QUALITY Q3 GLAZING SELECT. 4. PERIMETER MOLDING: HEMMED ANGLE, 7/8 INCH FACE WIDTH. 2. ACCESSORIES 1. ABS PIPE: ASTM D 2680 OR D 2751 WITH SOLVENT WELD JOINTS. F4 2. THICKNESS: 1/4 INCH. 5. FINISH ON ALL SURFACES: FACTORY BAKED ON ENAMEL OR FIELD PAINTED, COLOR A. FASTENERS: CHROME PLATED BRASS SCREWS. 2. PVC PIPE ASTM D 2729 WTH SOLVENT WELD JOINTS. ® r , 3. COLOR 'BRONZE TINT" BY IJBBEY -OWENS -FORD CO. OR "SOLARBRONZE B0 PPG AS SCHEDULED. 3. FABRICATION C. WATER PIPING, BURIED BEYOND BUILDING: COPPER TUBING; ASTM B 88, TYPE L, ANNEALED S- T VL n w INDUSTRIES, INC. C. ACOUSTICAL PANELS: A. FABRICATE SONS BY REVERSE ENGRAVING PROCESS TO PRODUCE CHARACTERS AND WITH WROUGHT COPPER FITTINGS AND COMPRESSION JOINTS. ' ` C. CLEAR TEMPERED GLASS: 1. PRODUCT: USG 2115 "RADAR". GRAPHICS IN CONTRASTING COLOR, RAISED 1/16 INCH. D. WATER PIPING, BURIED UNDER BUILDING: COPPER TUBING: ASTM 8 88, TYPE L, ANNEALED v 7. TYPE: ASTM C 1048, TYPE 1 TRANSPARENT FLAT, CLASS 1 CLEAR, pUALTY 03 GLAZING 2. SIZE 24 X 24° INCHES X 5/8 INCH THICK. B. CHARACTERS: WITH WROUGHT COPPER FITTINGS AND GRADE 95TA SOLDER JOINTS. SELECT, KIND FT FULLY TEMPERED. 3. EDGE CONFIGURATION: SQUARE. 1. HEIGHT: 5/8 INCH. E. WATER PIPING, ABOVE GRA.DE: COPPER TUBING; ASTM B 88, TYPE L, HARD DRAWN, WITH CAST n 2. THICKNESS: D. TINTED TEMPERED D G GLASS: INCH. (WHEN SHOWN ON DRAWINGS) 4. NRC RANGE: 0.50 - 0.60. 2. STYLE: SANS SERIF, UPPER CASE BRASS OR WROUGHT COPPER FITTINGS AND GRADE 95TA SOLDER JOINTS. 1. TYPE: ASTM C 1048, TYPE 1 TRANSPARENT FLAT, CUSS 2 TINTED HEAT ABSORBING AND 5. CSTC RANGE: 40 - 44. 3. WIDTH TO HEIGHT RATIO: BETWEEN 3:5 AND 1:1. F. STORM WATER PIPING, BURIED BEYOND BUILDING: PVC PIPE; ASTM 0 3033 OR D 3034, LIGHT REDUCING, QUALITY 53 GLAZING SELECT, KIND FT FULLY TEMPERED. 6. LIGHT REFLECTANCE: LR -.75 WHEN TESTED IN ACCORDANCE WITH ASTM E 1264. 4. STROKE WIDTH TO HEIGHT RATIO: BETWEEN 1:5 AND 1:1 O. MR 35 WITH ELASTOMERIC GASKETS. 2. THICKNESS: 1/4 INCH. 3. ACCESSORIES C. GRAPHICS: UNNERSAL HANDICAP SYMBOLS, 6 INCHES HIGH. G. STORM WATER PIPING, BURIED AND ABOVE GRADE 3. COLOR: 'BRONZE TINT" BY IJBBEY -OW ENS -FORD CO. OR "SOLARBRONZE' BY PPG A. HANGER WIRE: 12 GAUGE GALVANIZED STEEL. D. PROVIDE GRADE 2 BRAILLE INDICATIONS FOR EACH CHARACTER AND GRAPHIC. 1. ABS PIPE: ASTM D 2680 OR D 2751 WITH SOLVENT WELD JOINTS. o mmmmi INDUSTRIES, INC. TT) 2. ACCESSORIES SECTION 09541- PREFINISHED WALL PANELS E. CORNERS: 1/2 INCH RADIUS. 2. PVC PIPE: ASTM 0 2729 WITH SOLVENT WELD JOINTS. A. SPACERS AND SETTING BLOCKS: ASTM C 864; NEOPRENE, EPDM, OR SILICONE. 1. MANUFACTURERS F. EDGES: SQUARE. H. NATURAL GAS PIPING, BURIED: POLYETHYLENE PIPE; ASTM 0 2513, SDR 11.5, WITH SOCKET • 7. SPACERS: 45 TO 55 SHORE A DUROMETER. A. CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY MARLITE. TYPE FITTINGS AND FUSION WELDED JOINTS. 2. SETTING BLOCKS: 75 TO 85 SHORE A DUROMETER. STM A 53 OR B. EQUIVALENT PRODUCTS BY THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: SECTION 10522- FIRE EXTINGUISHERS I. NATURAL GAS PIPING, ABOVE GRADE: STEEL PIPE A A 120, SCHEDULE 40 /� B. GLAZING GASKETS: ASTM C 864. o F `�� 1 1. EXTRUDED SILICONE TYPE: 75 TO 85 SHORE A DUROMETER. 1. KEMLITE CO. 1. MANUFACTURERS BLACK, WTH MALLEABLE IRON OR FORGED STEEL FITTINGS, SCREWED OR WELDED. 2. DRY RUBBER TYPE: NON CELLULAR, EPDM OR NEOPRENE, 65 TO 75 SHORE A DUROMETER. 2. LASCO PANEL PRODUCTS. A. ACCEPTABLE MANUFACTURERS: Z FLANGES, UNIONS, AND COUPLINGS O 3. FABRICATION 3. MARLITE. 1. ANSUL FIRE PROTECTION, WORMALD US INC. A PIPE SIZE 2 INCHES AND UNDER MALLEABLE IRON UNIONS FOR FERROUS PIPING; BRONZE A. TEMPERED GLASS: 2. MATERIALS UNIONS FOR SOLDERED COPPER PIPE JOINTS. A PREFlNISHED WALL PANELS: 2. J. L. INDUSTRIES. 1. COMPLY WITH ASTM C 1048 FOR TYPE LISTED. B. PIPE SIZE OVER 2 INCHES: FORGED STEEL FLANGES FOR FERROUS PIPING; BRONZE FLANGES 2. PROCESS IN HORIZONTAL POSITION SO THAT INHERENT ROLLER DISTORTION WILL 1. TYPE: GLASS FIBER REINFORCED PLASTIC. 3. LARSEN'S MFG. CO. i E . _ RUN PARALLEL TO BUILDING FLOOR LINES AFTER INSTALLATION. 2. SIZE: 3/32 INCH THICK X 48 INCHES WIDE X MAXIMUM PRACTICAL LENGTH. 4. POTTER- ROEMER, INC. FOR COPPER PIPING; NEOPRENE GASKETS. B. SEALED INSULATING GLASS: 3. COLOR: WHITE. 5. WALTER KIDDE, DIVISION OF KIDDE, INC. C. GROOVED AND SHOULDERED PIPE END COUPLINGS: MALLEABLE IRON HOUSING, "C" SHAPE '{ 6. WATROUS U.S.A. COMPOSITION SEALING CASKET; STEEL BOLTS, NUTS, AND WASHERS. 1. COMPLY WITH ASTM E S GRADE COS. S. SERFAGE TEXTURE HIGH GLOSS, PEBBLED. 2. NOMINAL UNIT THICKNESS: 1 NCH, CONSISTING OF TWO LAYERS 1/4 INCH THICK 3. ACCESSORIES 2. MANUFACTURED UNITS - D. DIELECTRIC CONNECTIONS: UNION WITH GALVANIZED OR PLATED STEEL THREADED END, GLASS WITH 1/2 INCH AIR SPACE BETWEEN. A TRIM: ONE PIECE VINYL MOLDINGS, MANUFACTURER'S STANDARD, CAP, DIVISION A. EXTINGUISHERS: COPPER SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER. DATE: April 1, 2002 3. FABRICATE SPACER BAR FRAME OF TUBULAR ALUMINUM OR GALVANIZED STEEL, BAR, AND INSIDE AND OUTSIDE CORNERS AS REQUIRED, COLOR TO MATCH PANELS. 1. TYPE: MULTI- PURPOSE DRY CHEMICAL, UL 299, CAST STEEL TANK, CLASS 3. VALVES FILLED WITH DESICCANT. 8. ADHESIVE: COMPATIBLE WITH PANELS AND SUBSTRATE; RECOMMENDED BY PANEL 4A- 608:C; 10 POUND NOMINAL CAPACITY. A. GATE VALVES: REVISIONS 4. BOND SPACER BAR FRAME TO GLASS PANES WITH TWIN PRIMARY SEALS. MANUFACTURER. 2. LABEL TO INDICATE TEST, REFILL, OR RECHARGE SCHEDULES AND 1. UP TO 2 INCHES: BRONZE BODY, NON- RISING STEM AND HANDWHEEL, INSIDE SCREW, 5. FILL SPACE OUTSIDE FRAME TO GLASS EDGE WITH ELASTOMERIC SEALANT RE- CERTIFICATION REQUIREMENTS. SINGLE WEDGE OR DISC, SOLDER OR THREADED ENDS. DATE DESCRIPTION COMPATIBLE WITH OTHER MATERIALS WITH WHICH IT WILL COME IN CONTACT. 3. QUANTITY: 6. 2. OVER 2 INCHES: IRON BODY, BRONZE TRIM, RISING STEM AND HANDWHEEL, OS &Y, C. FABRICATION TOLERANCES: ASTM C 1036 AND C 1048. 8. BRACKETS: FORMED GALVANIZED STEEL, SIZED TO ACCOMMODATE EXTINGUISHER. SINGLE WEDGE, FLANGED OR GROOVED ENDS. D. GLASS IDENTIFICATION: B. GLOBE VALVES: RECEIVED C. FINISHES: tl1° CTry OFTUKVrIa 1. APPLY MANUFACTURER'S LABEL INDICATING TYPE AND THICKNESS TO EACH LIGHT 1. BRACKETS: BAKE ENAMEL, COLOR TO BE SELECTED. APPLICABLE. 1. UP TO 2 INCHES: BRONZE BODY, RISING STEM AND HANDWHEEL, INSIDE SCREW, SU OF GLASS. SHOW POSITION OF EXTERIOR FACE WHEN INSTALLED, WHERE 2. EXTINGUISHERS: BAKED ENAMEL, RED COLOR. RENEWABLE COMPOSITION DISC, SOWER OR SCREWED ENDS, WITH BACK SEATING C eft APR 1 1 2002 2. ETCH MANUFACTURERS LABEL ON EACH LIGHT OF TEMPERED GLASS. CAPACITY. �©'L 2. OVER 2 INCHES: IRON BODY, BRONZE TRIM, RISING STEM AND HANDWH EEL, OS &Y, s� NI( 1 1' PERMIT CENTER OW PLUG -NPE DISC, FLANGED ENDS. 1"' k c., t� C. BALL VALVES: � pYY1 1:::) 1. U P TO 2 INCHES: BRONZE OR STAINLESS STEEL BODY, STAINLESS STEEL BALL, L 0a...-D9t TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE, SOLDER OR THREADED ENDS. b 2. OVER 2 INCHES: CAST STEEL BODY, CHROME PLATED STEEL BALL, TEFLON SEAT STANDARD STUFFING BOX SEALS, LEVER HANDLE, FLANGED. S 0. PLUG VALVES SPECIFICATIONS 1. UP TO 2 INCHES: BRONZE BODY, BRONZE TAPERED PLUG, NON - LUBRICATED, TEFLON PACKING, THREADED ENDS. 2. OVER 2 INCHES: CAST IRON STEEL BODY AND PLUG, NON- LUBRICATED, TEFLON PROJECT No: PACKING, FLANGED ENDS. SPECIFICATIONS CONTINUED ON SHEET 'SP -3 02002 SP -2 STORE NUMBER: 1 1 Fr 9 aN SECTION 15400- PLUMBING (CONTINUED) SECTION 15500- HEATING, VENTILATING AND AIR CONDITIONING (CONTIUNED) SECTION 16050- BASIC ELECTRICAL MATERIALS AND METHODS (CONT) E. BUTTERFLY VALVES: IRON BODY, BRONZE DISC, RESILIENT REPLACEABLE SEAT FOR SERVICE G. SWING CHECK VALVES: BRONZE SWING DISC. SOLDER OR SCREWED ENUS. 10. TELEPHONE SERVICE OWNER: �� TO 180 DEGREES F, WATER OR LUG ENDS, 10 POSITION LEVER HANDLE. H. SPRING LOADED CHECK VALVES: IRON BODY, BRONZE TRIM, STAINLESS STEEL SPRING, A. CONTRACTOR SHALL PROVIDE A 4" CONDUIT WITH 100 PAIR CABLE. TERMINATE THIS F. SWING CHECK VALVES: RENEWABLE COMPOSITION DI SC, SCREWED, WAFER OR FLANGED ENDS. SERVICE WHERE SHOWN ON DRAWINGS. THE WORK SHALL BE COORDINATED WITH THE 1. UP TO 2 INCHES: BRONZE SWING DISC, SOLDER OR SCREWED ENDS. I. RELIEF VALVES: BRONZE BODY, TEFLON SEAT, STAINLESS STEEL STEM AND SPRINGS, LOCAL TELEPHONE COMPANY AND INSTALLED BY THE CONTRACTOR OR THE +` �� � LOCAL 2. OVER ED S. IR BODY, BRONZE TRIM, SWING DISC, RENEWABLE DISC AND SEAT, AUTOMATIC, DIRECT PRESSURE ACTUATED, CAPACITIES ASME CERTIFIED AND LABELED. B. PROVIDE AND PU STRING FOR INSTALLATION OF P.O.S. & TELEPHONE ♦``` ���- 1�0 G. SPRING LOADED CHECK VALVES: IRON BODY, BRONZE SPRING LOADED, RENEWABLE 3. DUCTWORK WIRING PER CONDUIT DISTRIBUTION SCHEMATIC. THE P.O.S. & TELEPHONE WIRING SHALL 0 COMPOSITION DISC, SCREWED, WAFER OR FLANGED ENDS. A MATERIALS: BE INSTALLED BY OTHERS. G � P H. WATER PRESSURE REDUCING VALVES: 1. STEEL DUCTS: GALVANIZED STEEL SHEET, LOCK- FORMING QUALITY; FABRICATE IN 11, DOOR BELLS 0 �� '�� 1. UP TO 2 INCHES: BRONZE BODY, STAINLESS STEEL AND THERMOPLASTIC INTERNAL ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARD - METAL AND ( FLJJOBLE. A. FURNICH AND INSTALL A DEERY AND FRONT DOOR BELL. THE DEVICE SHALL BE MOUNTED • `p�` [� PARTS, FABRIC REINFORCED DIAPHRAGM, STRAINER, DOUBLE UNION ENDS. ON THE STOCKROOM SIDE OF THE SALE STOCK ROOM WALL DIRECTLY ABOVE THE 'ELIASON' ```� O� 0 2. OVER. 2 INCHES: CAST IRON BODY, BRONZE FITTED, ELASTOIAER DIAPHRAGM AND SEAT 2. FLEXIBLE DUCTS: FABRIC SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE OR DOOR AND SHALL BE AUDIBLE IN THE ALES AREA. BELL SHALL BE EDWARDS No 3ZR05 WITH �' ro �'� DISC, FLANGED. B. DUCT LININGS: EL INCH 2 LB. AEROFLEX AND VAPOR SEAL ALL JOINTS WITH MASTIC. TRANSFORMER No 4X742 AT BACK DOOR. ORDER THROUGH GRANGER. BELL SHALL BE ,....N. 4 k 4 l I. RELIEF VALVES: BRONZE BODY, TEFLON SEAT, STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT ENERGIZED BY A WEATHERPROOF PUSH - BUTTON INSTALLED OUTSIDE AND ADJACENT TO THE '� \ PRESSURE ACTUATED, CAPACITIES ASME CERTIFIED AND LABELLED. REAR DELIVERY DOOR AND AT ENTRY, INSTALL AT +4' -0" ABOVE GRADE. S C+�" 4. AIR OUTLETS 0 J. ROOF DRAINS: LACQUERED CAST IRON BODY WITH REMOVABLE POLYETHYLENE DOME STRAINER, A AS INDICT TEG ON DRAWINGS. I I Q e MEMBRANE FLANGE AND MEMBRANE CLAMP WITH INTEGRAL GRAVEL STOP, WITH ADJUSTABLE UNDER DECK CLAMP, WATERPROOFING FLANGE, LEVELLING FRAME, ADJUSTABLE EXTENSION 5. FILTERS END OF SPECIFICATIONS SLEEVE (FOR INSULATION). A DISPOSABLE TYPE, 2 INCH THICK GLASS FIBER BLANKET IN CARDBOARD FRAME WITH ARCHITECT 4. CLEAN OUTS PERFORATED METAL RETAINER. A. FLOOR: LACQUERED CAST IRON, TWO PIECE BODY WITH DOUBLE DRAINAGE FIANCE, WEEP HOLES. REVERSIBLE CLAMPING COLLAR, AND ADJUSTABLE NICKEL - BRONZE STRAINER, ROUND 6. UNIT HEATERS- PROVIDE WHEN SHOWN AS SPECIFIED ON PLANS. SCORIATED COVER IN SERVICE AREAS AND SQUARE DEPRESSED COVER TO ACCEPT FLOOR KENN BUTTS A.I.A. FINISH IN FINISHED FLOOR AREAS. SECTION 16050- BASIC ELECTRICAL MATERIALS AND METHODS TKenn. L Be, Arc6B.d D WALL: LINE TYPE WITH LACQUERED CAST IRON BODY AND ROUND EPDXY COATED GASKETED 1. MANUFACTURERS 124 STAGECOACH ROAD BELL CANYON, CA. 91307 COVER, AND ROUND STAINLESS STEEL ACCESS COVER SECURED WITH MACHINE SCREW. A PRODUCTS BY SQUARE D ARE INDICATED ON DRAWINGS. TEL 818 999 4272 FAX 818 999 4321 B. OTHER ACCEPTABLE MANUFACTURERS: 5. BACK FLOW PREVENTERS 1. GENERAL ELECTRIC. A REDUCED PRESSURE BACK FLOW PREVENTERS: ANSI /ASSE 1013; BRONZE BODY WITH 2. ITS BRONZE AND PLASTIC PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENTLY OPERATING SPRING LOADED CHECK VALVES; DIAPHRAGM TYPE DIFFERENTIAL PRESSURE RELIEF VALVE 2. CONDUIT A110 FITTINGS SEAL LOCATED BETWEEN CHECK VALVES; THIRD CHECK VALVE WHICH OPENS UNDER BACK A CONDUIT: PRESSURE IN CASE OF DIAPHRAGM FAILURE; NON- THREADED VENT OUTLET; ASSEMBLED WITH 1. METAL CONDUIT AND TUBING: GALVANIZED STEEL. U1 APR at TWO GATE VALVES, STRAINER, AND FOUR TEST COCKS. 2. FLEXIBLE CONDUIT: STEEL _ B. DOUBLE CHECK VALVE ASSEMBLIES: ANSI /ASSE 1012; BRONZE BODY WITH CORROSION 3. PLASTIC CONDUIT AND TUBING: NEMA TC 2; PVC. USE SCHEDULE 40 CONDUIT. RESISTANT INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENT CHECK B. CONDUIT FITTINGS: - -._-_._-, VALVES WITH INTERMEDIATE ATMOSPHERIC VENT. 1. METAL FITTINGS AND CONDUIT BODIES: NEMA FB 1. r= GtSTL „�� //., 2. PLASTIC FITTINGS AND CONDUIT 00016 NEMA TC 3. I ` 6. WATER HAMMER ARRESTERS i _ ! AR A. TO PDI WH -201, PRECHARGED SUITABLE FOR OPERATION IN TEMPERATURE RANGE -100 TO 3. ELECTRICAL BOXES 7 WV - 300 DEGREES F AND MAXIMUM 250 PSIG WORKING PRESSURE. A BOXES: T(Fd9Ke(y L.9 ' 1. SHEET METAL: NEMA OS 1; GALVANIZED STEEL - - TAT1l Of 7. HOSE BIBS /HYDRANTS 2. CAST METAL CAST FERROALLOY, DEEP TYPE, GASKETED COVER, THREADED HUBS. , A. INTERIOR HOSE BIB: BRONZE OR BRASS, REPLACEABLE HEXAGONAL DISC, HOSE THREAD 3. NONMETALLIC: NEMA OS 2. SPOUT, CHROME PLATED WITH VACUUM BREAKER. B. HINGED COVER ENCLOSURES: NEMA 250; TYPE 1, STEEL ENCLOSURE WITH MANUFACTURER'S B. WALL HYDRANTS AND BOXES: REFER TO SCHEDULE. STANDARD ENAMEL FINISH AND CONTINUOUS HINGE COVER, HELD CLOSED BY FLUSH LATCH OPERABLE BY SCREWDRIVER. 8. PLUMBING FIXTURES AND TRIM PROJECT COORDINATOR A REFER TO SCHEDULE. 4. WIRE AND CABLE A BUILDING WIRE 9. ELECTRIC WATER HEATERS 1. FEEDERS AND BRANCH CIRCUITS LARGER THAN 6 AWG: COPPER, STRANDED A. FACTORY ASSEMBLED AND WIRED, ELECTRIC VERTICAL STORAGE TYPE: CONDUCTOR, 600 VOLT INSULATION, THHN/THWN. 1. STORAGE: 10 GAL 2. FEEDERS AND BRANCH CIRCUITS 6 AWG AND SMALLER: COPPER CONDUCTOR, 600 2. INPUT: 2 KW. VOLT INSULATION, THHN/THWN. 6 AND 8 AWG, STRANDED CONDUCTOR; SMALLER THAN 3723 WEST HAHNE'S LANE 3. MINIMUM RECOVERY RATE: 8.33 GPH WITH 100 DEGREES F. TEMPERATURE RISE 8 AWG, SOLID CONDUCTOR. PHOENIX, ARIZONA 85051 4. MAXIMUM WORKING PRESSURE: 150 PSIG. 3. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, TH./. PHONE: 602-841 -1254 B. WELDED STEEL ASME LABELED PRESSURE VESSEL; GLASS LINED, WITH AUTOMATIC IMMERSION B. NONMETAWC SHEATHED CABLE WATER THERMOSTAT, FLANGED OR SCREW -IN NICHROME ELEMENTS, HIGH TEMPERATURE LIMIT t. NONMETAWC SHEATHED CABLE, SIZE 14 THROUGH 4 AWG: COPPER CONDUCTOR, 600 E THERMOSTAT, AND ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE. VOLT INSULATION, RATED 60 DEGREE C, TYPE NM. 2. UNDERGROUND FEEDER AND BRANCH CIRCUIT CABLE COPPER CONDUCTOR, 600 VOLT 1a PIPING INSULATION INSULATION, RATED 60 DEGREE C, TYPE UF. A. PIPE INSULATION: 3. SERVICE ENTRANCE CABLE COPPER CONDUCTOR, 600 VOLT INSULATION, RHW, TYPE USE. 1. MINIMUM 3 LB /CU FT DENSITY RIGID GLASS FIBER TYPE WITH WHITE ALL - SERVICE JACKET. 5. WIRING DEVICES AND WALL PLATES o 2. MAXIMUM K FP.CTOR AT 75 DEGREES F: 0.23. A WALL SWITCH: AC GENERAL USE, QUIET - OPERATING SNAP SWITCH RATED 20 AMPERES AND 3. MINIMUM THICKNBS: 1/2 INCH. 120 -277 VOLTS AC, WITH WHITE PLASTIC TOGGLE HANDLE. 1� B. FITTING INSULATION: PVC COVERS WITH GLASS FIBER INSERTS. B. RECEPTACLE M,,,I r , 1. PROVIDE STRAIGHT -BLADE RECEPTACLES TO NEMA WD 1. r 1 ` �, SECTION 15500- HEATING, VENTILATING AND AIR CONDITIONING 2. PROVOS LOCKING -BADE RECEPTACLES TO NEMA WD 5. 1. PACKAGED ROOF TOP AIR CONDITIONING UNITS 3. CONVENIENCE RECEPTACLE CONFIGURATION: TYPE 5- 20 R, WHITE PLASTIC FACE. W A. MANUFACTURERS: 4. SPECIFIC- PURPOSE RECEPTACLE AS INDICATED ON DRAWINGS. 1. CARRIER. C. SELF - CONTAINED OCCUPANT WALL SWITCH: q 2. TRANS 1. HUBBELL WSS -1500, RATED 120/277 VOLTS. ..� 3. LENNOX. 2. DESIGNED TO FIT IN A SINGLE GANG BOX. 7,1 8. ROOF - MOUNTED UNITS, FACTORY ASSEMBLED AND PRE- WIRED, CONSISTING OF CABINET AND 3. 170' HORIZONTAL FIELD OF VIEW. FRAME, SUPPLY FAN, HEAT EXCHANGER AND BURNER, CONTROLS, AIR FILTERS, REFRIGERANT 4, INFRARED DETECTOR BEHIND A FRESNEL LENS. W A' COOLING COIL AND COMPRESSOR, CONDENSER COIL AND CONDENSER FAN. PROVIDE FACTORY- 5. ADJUSTABLE TIME -LILT DELAY OF 6 TO 12 MINUTES. 1 1 "r ^ • INSTALLED COL COATING FOR STORES WITHIN 50 MILES OF COASTAL AREAS. D. DECORATIVE COVER PLATE SMOOTH WHITE PLASTIC. r , r l C. CABINET: GALVANIZED STEEL WITH BAKED ENAMEL FINISH, ACCESS DOORS OR REMOVABLE E. WEATHERPROOF COVER PLATE GASKETED CAST METAL WITH HINGED GASKETED DEVICE COVERS. O c) W ACCESS PANELS, ONE INCH THICK NEOPRENE COATED GLASS FIBER INSULATION. 6. SWITCHBOARDS D. HEAT EXCHANGERS: ALUMINIZED STEEL WELDED CONSTRUCTION. A SWITCHBOARD: NEMA P82. E. SUPPLY FAN: FORWARD CURVED CENTRIFUGAL TYPE RESILIENTLY MOUNTED WITH V -BELT DRIVE. 1. LINE AND LOAD TERMINATIONS ACCESSIBLE FROM FRONT ONLY OF SWITCHBOARD, F. ROOF MOUNTING FRAME: 14 INCHES HIGH, GALVANIZED STEEL, CHANNEL FRAME WITH SUITABLE FOR CONDUCTOR MATERIALS USED. !� r , GASKETS, NAILER STRIPS. 2. MAIN SECTION DEVICES: PANEL MOUNTED. ® r 1 T 1 G. GAS BURNER INDUCED DRAFT TYPE WITH PRESSURE REGULATOR, GAS VALVES, MANUAL 3. DISTRIBUTION SECTION DEVICES: PANEL MOUNTED. ''^^ r--1 SHUT -OFF, INTERMITTENT SPARK OR GLOW COIL IGNITION, FLAME SENSING PILOT SAFETY ® Vl ' \ DEVICE, PILOT VALVE. B. RATINGS: AS SHOWN ON DRAWINGS. v H. GAS BURNER SAFER CONTROLS: ENERGIZE IGNITION, LIMIT TIME FOR ESTABLISHMENT OF C. BUSSING: FLAME, PREVENT OPENING OF GAS VALVE UNTIL PILOT FLAME IS PROVEN, STOP GAS FLOW 1. BUS MATERIAL: COPPER, SIZED IN ACCORDANCE WITH NEMA PB 2. ON IGNITION FAILURE, ENERGIZE BLOWER MOTOR, AND AFTER AIR FLOW PROVEN AND SLIGHT 2 BUS CONNECTIONS ACCESSIBLE FROM FROM FOR MAINTENANCE. �T DELAY, ALLOW GAS VALVE TO OPEN. 3. PROVIDE 1 X 1/4 INCH COPPER GROUND BUS THROUGH LENGTH OF SWITCHBOARD. I �4 in L HIGH UMIT CONTROL DE- ENERGIZE BURNER ON HIGH BONNET TEMPERATURE. D. ENCLOSURE: TYPE 2 - RAINTIGHT. rion J. AIR DUCT SMOKE DETECTORS: 1. lWGN SECTIONS AT FRONT AND REAR. 1. IONIZATION TYPE AIR DUCT SMOKE DETECTORS AND SAMPLING TUBES FOR MAIN RETURN 2. FINISH: MANUFACTURER'S STANDARD LIGHT GRAY ENAMEL. OVER EXTERNAL SURFACES. AIR DUCT FROM EACH 210 HANDLING UNIT. 3. PULL BOX: EXTEND SWITCHBOARD ENCLOSURE TO PROVIDE WIRE PULLING AND BENDING 0 2. DETECTOR, HOUSING, AND SAMPUNG TUBES LISTED BY UL FOR RANGE OF AIR SPACE SIZE AS SHOWN ON DRAWINGS. I u 4. PROVIDE METERING TRANSFORMER COMPARTMENT FOR UTILITY COMPANY'S USE. W s...' s...' r^ P1 VELOCITIES, MAXIMUM TEMPERATURES TO BE ENCOUNTERED IN USE, AND TYPE OF E. FUTURE PROVISIONS: SERVICE TO BE PROVIDED. 1. FULLY EQUIP SPACES FOR FUTURE DEVICES WITH BUSSING AND BUS CONNECTION 3. SUFFICIENT CONTACTS FOR SPECIFIED CONTROL FUNCTIONS. PROVISIONS; CONTINUOUS CURRENT RATING AS INDICATED ON DRAWINGS. K. EVAPORATOR COIL COPPER TUBE ALUMINUM FIN COIL WITH GALVANIZED DRAIN PAN AND 2. DO NOT TAPER MAIN BUS RATING. ^ CONNECTION, CAPILLARY TUBES OR THERMOSTATIC EXPANSION VALVES AND ALTERNATE ROW F. SWITCHING AND OVERCURRENT PROTECTIVE DEVICES: `..J CIRCUITING. 0 L. COMPRESSOR: 1. FUSIBLE SWITCH ASSEMBLIES: NEMA KS 1; PROVIDE FUSE CLIPS TO ACCOMMODATE 1. HERMETIC OR SEMI - HERMETIC COMPRESSOR, 3600 RPM MAXIMUM, RESILIENTLY CLASS R FUSES. _ M MOUNTED WITH POSITIVE LUBRICATION, CRANKCASE HEATER, HIGH AND LOW PRESSURE 7, GROUNDING MATERIALS SAFETY CONTROLS, MOTOR OVERLOAD PROTECTION, SUCTION AND DISCHARGE SERVICE VALVES AND GAGE PORTS, FILTER DRIER, TIMED OFF CIRCUIT, AND OUTDOOR A GROUND RODS: COPPER - ENCASED STEEL, 3/4 INCH DIAMETER, MINIMUM LENGTH 10 FEET. N THERMOSTAT ENERGIZING COMPRESSOR ABOVE 50 DEGREES F. B. CLAMPS: BRONZE. 2. PROVIDE STEP CAPACITY CONTROL BY CYCLING COMPRESSORS AND CYCLING UNLOADING. 1°1 g pANELB0ARD5 3. FOR HEAT PUMP UNITS, PROVIDE REVERSING VALVE, SUCTION LINE ACCUMULATOR, A DISTRIBUTION PANEI_BOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. DISCHARGE MUFFLER, FLOW CONTROL CHECK VALVE, AND SOLID -STATE DEFROST CONTROL UTILIZING THERMISTORS. 1. ENCLOSURE: TYPE 1. M. CONDENSER: COPPER TUBE ALUMINUM FAN COIL ASSEMBLY WITH DIRECT DRIVE PROPELLER 2. PROVIDE SURFACE CABINET FRONT WITH SCREW COVER AND HINGED DOOR. DATE: April 1, 2002 FANS RESILENTLY MOUNTED WITH FAN GUARD, MOTOR OVERLOAD PROTECTION, WIRED TO 3. BU'S: COPPER. OPERATE WITH REFRIGERANT PRESSURE SWITCHES. 4. GROUND BUS: COPPER. REVISIONS N. SUPPLY /RETURN CASING: OUTSIDE, RETURN, AND RELIEF DAMPERS WITH 24 VOLT SPRING 5. VOLTAGE: 120/208 VOLTS, THREE PHASE. RETURN DAMPER OPERATOR AND CONTROL PACKAGE TO AUTOMATICALLY MAINTAIN SELECTED 6. MINIMUM INTEGRATED EQUIPMENT RATING: 10,000 AMPERES RMS SYMMETRICAL FOR 240 DATE DESCRIPTION SUPPLY AIR TEMPERATURE AND RETURN DAMPERS TO MINIMUM POSITION ON CALL FOR VOLT PANELBOARDS; OR AS SHOWN ON DRAWINGS. HEATING AND ABOVE 75 DEGREES F AMBIENT AIR TEMPERATURE. ENTHALPY TYPE 100 B. LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TIPS. I 1. ENCLOSURE: NEMA PB 1; TYPE 1. F ECEi PERCENT VENTILATION CONTROL. 2. PROVIDE SURFACE CABINET FROM. 0. OPERATING CONTROLS: SEE DRAWINGS c4 SAM, 3. BUS: COPPER BUS. 2. PIPING AND ACCESSORIES 4. GROUND BUS: COPPER. ,�KW HPR .1 1 2002 A. COPPER TUBING: TYPE HARD DRAWN, WITH CAST BRASS OR WROUGHT COPPER FIRINGS, 6. MO IMUM INTEGRA 120/208 E M 10,000 AMPERES RMS SYMMETRICAL FOR 240 Gt���,o � `� 95/5 SOLDER OR SILVER BRAZE. VOLT PANELBOARDS; OR AS SHOWN ON DRAWINGS. 1°T" PERMIT CENTER B. GATE VALVES: BRONZE BODY, BRONZE TRIM, NON- RISING STEM, HANDWHEEL, INSIDE SCREW, C. ACCESSORIES: PROVIDE CIRCUIT BREAKER ACCESSORIES AS INDICATED ON DRAWINGS. Q SINGLE WEDGE OR DISC, SOLDER OR THREADED ENDS. '' 1. ©2 C. GLOBE VALVES: BRONZE BODY, BRONZE TRIM, RISING STEM AND HANDWHEEL, INSIDE SCREW, t \P' i O RENEWABLE COMPOSITION DISC, SOLDER OR SCREWED ENDS, WITH BACKSEAIING CAPACITY. 9. CONTACTORS plc D. BALL VALVES: BRONZE OR STAINLESS STEEL ONE PIECE BODY, STAINLESS STEEL BALL, A LIGHTING CONTACTORS: MECHANICALLY HEIR. SQUARED #8903 55514 & LXG 20 E. PLUG BRONZE BODY, BRONZE PLUGL O CATEDR E TEFLON PACKING, 1. COIL OPERATING VOLTAGE: 120 VOLTS, 60 HERTZ. ° i STANDARD 2. ENCLOSURE: NEMA TYPE 1. THREADED ENDS. 3. PROVIDE BUS TERMINALS SUITABLE FOR MOUNTING IN PANELBOARD. SPECIFICATIONS F. BUTTERFLY VALVES: IRON BODY, BRONZE OR STAINLESS STEEL DISC, RESILIENT REPLACEABLE B. PHOTOCELLS- SHALL BE 5500 MODEL #2101 OR INTERMATIC MODEL #K4121. SEAT FOR SERVICE TEMPERATURE, WAFER OR LUG ENDS, EXTENDED NECK, 10 POSITION C. TIMECLOCKS -SHALL DE 195201 512 MODEL #21471 BCR. E.. LEVER HANDLE. PROJECT No: 02002 � S P - 3