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HomeMy WebLinkAbout334 S. Diamond Bar Blvd PR 12-1191TRUCTION CO. kSSELL ST. #G ORANGE, CA 92865 14)365.4217 FAX (714)282-3799 Lic. #576578 PROJECT: Chase Bank Golden Springs ADDRESS: 334 Diamond Bar Blvd, Diamond Bar, CA CLIENT: DBSI Inc ADDRESS: 6950 West Morelos PI, Chandler, AZ PHONE: EMAIL: BMCMICHAEL(dDBSI-INC.COM 1 DEMOLISH AREA BY MAIN WALKWAY BY RAMP, APPROXIMATELY 520 SQUARE FEET AND REGRADE. LAY NEW DRAIN PIPE IF NEEDED FOR DRAINAGE AFTER REMEDIAL PAVE WORK. PAVE BACK NEW RAMP IN SAME AREA. 2 FURNISH AND INSTALL TWO (2) EA TRUNCATED DOMES ON RAMP AND ACCESS AISLE FOR CORRECTIVE PAVEMEMNT WORK. 3 ADJUST ADA ACCESSIBLE PARKING AREA TO MAKE CORRECT LEVEL WITH ASPHALT. REMOVE PAVEMENT AS NEEDED AND GRADE ALONG PLANTER AND WALL APPROXIMATELY 500 SQUARE FEET. TO LEVEL ADA STALL. 4 REMOVE AND OVERLAY AS NEEDED ON APPROXIMATELY 630 SQUARE FEET IN ACCESSIBLE STALL AREA AND TAPERING AREA TO BALANCE OFF LEVEL ADA AND TRANSITION WITH ASPHALT. 5 CORE BETWEEN 5 AND 12 HOLES IN BLOCK WALL IF NEEDED TO COVER EXISTING WEEP HOLES IN CORRECTED STALL. 6 OVERLAY MAIN DRIVE APPROXIMATELY 2,500 SQUARE FEET, 0" TO 8" OF NEW ASPHALT TO BALANCE SITE FOR ADA STALL TRANSITION INTO THE DRIVEWAY, PATHWAY OF TRAVEL AND CONNECT TO RAMP. 7 REMOVE AND RESET WHEEL STOPS, INSTALL SIGNS ON POST AND STRIPE PAVEMENT MARKINGS. 8 REMOVE AND REPLACE NO MORE THAN 45 LF. OF PLANTER CURB IF NEEDED. 9 INSTALL GROOVE LINES AT RAMP ON TOP OF LANDING. TOTAL PRICE: jjj670.00 PLEASE INITIAL EVERY PAGE CUSTOMER INITIALS Page 1 of 2 PRICE BREAKDOWN AS REQUESTED MATERIAL $13 718.75 EQUIPMENT $5 281.25 TRUCKING $1631.25 DUMP $1275.75 LABOR $10 260.00 STRIPING $1,500.00 TOTAL: $33,667.00 PLEASE SIGN AND DATE FOR ACCEPTANCE: NAME: POSITION: SIGNATURE: DATE: PLEASE INITIAL EVERY PAGE CUSTOMER INITIALS Page 2 of 2 J METRO, ENOINEERIND WWW.METROENGINEERINGSITE.COM PROJECT: CHASE BANK - GOLDEN SPRINGS ADDRESS: 334 DIAMOND BAR BLVD, DIAMOND BAR CLIENT: DBSI INCORPORATED ADDRESS: 6950 W MORELOS PL, CHANDLER AZ PHONE: FAX: EMAIL: BMCMICHAELO EISI-INC.COM PLEASE FAX SIGNED PROPOSALS TO: (888)900-8616 SCOPE OF WORK ITEM DESCRIPTION CA LICENSE # 812925A 1672 MONTE GROSSO DR MERCED, CA 95340 PHONE (714)353-7370 FAX(888)900-8616 DATE: 3/19/13 PROPOSAL: 0125-A 1 DEMOLISH AREA BY MAIN WALK WHERE RAMP IS IN APPROXIMATELY 500 SF. AND RE -GRADE. LAY NEW DRAIN PIPE IF NEEDED FOR DRAINAGE AFTER REMEDIAL PAVE WORK. PAVE BACK NEW RAMP IN SAME AREA. 2 INSTALL TWO (2) TRUNCATED DOMES ON RAMP AND ACCESS AISLE FOR REMEDIAL PAVE WORK. 3 ADJUST ADA PARKING AREA TO MAKE CORRECT LEVEL WITH ASPHALT. REMOVE PAVEMENT AS NEEDED AND GRADE ALONG PLANTER AND WALL APPROXIMATELY 500 SF. TO LEVEL ADA STALL• 4 REMOVE AND OVERLAY AS NEEDED ON APPROXIMATELY 630 SF. IN ACCESSIBLE STALL AREA AND TAPERING AREA TO BALANCE OFF LEVEL ADA AND TRANSITION WITH ASPHALT. 5 CORE 5-12 HOLES IN BLOCK WALL IF WE HAVE TO COVER EXISTING WEEP HOLES IN CORRECTING STALL. 6 OVERLAY MAIN DRIVE APPROXIMATELY 2,500 ST. "0" TO 8" OF NEW ASPHALT TO BALANCE SITE FOR ADA STALL TRANSITION INTO THE DRIVEWAY, PATHWAY OF TRAVEL AND CONNECT TO RAMP. Page 1 of 3 REMOVE AND RESET WHEEL STOPS, INSTALL SIGNS ON POST AND STRIPE PAVEMENT MARKINGS. 8 REMOVE AND REPLACE A UP TO 45 LF. OF PLANTER CURB IF NEEDED. INSTALL GROOVE LINES AT TOP OF RAMP LANDING. TOTAL PRICE: $32,320.00 PRICE BREAKDOWN MATERIAL $1.0,975.00 EQUIPMENT $4,225.00 TRUCKING $1,305.00 DUMP $1,020.00 LABOR $0,208.00 STRIPING $1,200.00 PROFIT AND OVER $5,386.60 HEAD TOTAL: $32,320.00 Page 2 of 3 THIS IS A PREVAILING WAGE JOB: YES X NO ALL CONCRETE OR ASPHALT ON NATIVE DIRT: UNLESS NOTED NON -INCLUSIONS OR STIPULATIONS 1 This proposal is based on a 5 day work week, 8 hour6 per day. 2 Security,Erosion Control (SWPP) and Weather Protection are not included. 3 Bond fees, Testing and Permits are not included. 4 Exclude any import or export 5 Doweling/Epoxy type curbs and precast wheel stops are not included. 6 Responsibility excluded for such things as shrinkage, settling, heaving and for normal concrete cracking. 7 Reinforcing not included. Unless Noted 8 Backerod, sealants, and caulking are not included. 9 Signage, flagmen, flags, hand -railing, cones and traffic control not included. 10 Compaction, base rock, crushed rock, sub -grade, grading, water supply and water trucks not included. 11 Engineering and staking not included. 12 Removal of obstructions, blasting of rock, jack -hammering and drilling are not included. 13 Dewatering of rain/mud water not included. 14 Exclude any testing fees. 15 Contractor is not responsible for proper drainage if grade is less than 1%. 16 Owner agrees to furnish necessary and adequate water supply at owner's expense. 17 Any changes required by owner shall be authorized in writing and paid by owner at contractors prevailing rates, unless quoted and agreed upon in writing. 18 This bid proposal is good for 20 (twenty) days from the date indicated above. 19 We cannot be held liable for fluxuations in concrete, fuel, and material prices. 20 We cannot be held liable for scheduling affected by weather or other acts of nature. 21 This proposal must be incorporated as part of any Purchase Order or Contract. 22 Any items not specifically included in this proposal are excluded. This estimate is based on the plans and information provided at the time the estimate was prepared. Any subsequent revisions, or quantity differences could affect job costs, and will be reviewed at the time of the requested change. Customer Print name Customer Signature Date CONTACT ESTIMATOR: THOMAS PADILLA (209)489-0457 METRO ENGINEERING Date Contract or purchase order is required prior to commencement of work. Signing this proposal constitutes agreement to all terms and conditions. COMMERCIAL - RESIDENTIAL - INDUSTRIAL EARTHWORK - ROAD RECONSTRUCTION - ASPHALT PAVING ALL PHASES OF CONCRETE - DEMOLITION - ADA UPGRADES LANDSCAPE DESIGN - LANDSCAPE INSTALLATION - LANDSCAPE MAINTENANCE Page 3 of 3 City Service Paving 1-800-BLAC190P SERVING ALL OF NORTHERN, CENTRAL ANO SOUTHERN CALIFORNIA Phone (800)-339-2877 eFax (800)-878-9952 www.1800blacktop.pro Lic. #502305 Proposal and Contract CONTRACT # 97926-DB To: DBSI-Incorporated 6950 W. Morelos Place, Suite 1 Chandler, AZ 85226 Attn: Bob McMichael PhA : 602-264-7263 Ph.2: Fax: 602-264-5633 Email: bmcmichael(a)dbsi-inc.com Job site: Chase Bank 334 Diamond Bar Blvd. Diamond Bar, CA We propose to furnish all materials, labor, and equipment to complete the following subject to the terms herein: 1. DEMO AREA ALONG MAIN WALK WHERE RAMP IS IN APPROX. 50'X10'. REGRADE. LAY NEW DRAIN PIPE IF NEEDED FOR DRAINAGE AFTER REMEDIAL PAVE WORK. PAVE BACK NEW RAMP IN SAME AREA. 2. INSTALL 2 TRUNCATED DOMES ON RAMP AND ACCESS AISLE. 3. CORRECT ADA PARKING AREA TO MAKE LEVEL WITH ASPHALT. REMOVE PAVEMENT AS NEEDED AND GRADE ALONG PLANTER AND WALL APPROX. 500 SO. FT. FOR LEVEL ADA STALL. 4. REMOVE AND OVERLAY AS NEEDED APPROX. 625 SO. FT. IN ADA STALL AREA AND TAPERING AREA TO BALANCE OFF LEVEL ADA AND TRANSITION WITH ASPHALT. 5. CORE 5-12 HOLES IN BLOCK WALL IF WE HAVE TO COVER EXISTING WEEP MOLES IN CORRECTING STALL. 6. OVERLAY MAIN DRIVE APPROX. 2,500 SO. FT. "0" TO 8" OF NEW ASPHALT TO BALANCE SITE FOR ADA STALL TRANSITION INTO THE DRIVEWAY, PATHWAY OF TRAVEL AND CONNECT TO RAMP. 7. REMOVE AND RESET WHEEL STOPS, INSTALL SIGNS ON POST AND STRIPE PAVEMENT MARKINGS. 8. REMOVE AND REPLACE A UP TO 45 L.F. OF PLANTER CURB IF NEEDED. 9. INSTALL GROOVE LINES AT TOP OF RAMP LANDING. PRICE $31,260.00 Materials: $9,975.00 Equipment $2,900.00 Coring Sub $850.00 Concrete Sub $3,995.00 Trucking and dumping $1,432.00 Labor $5,998.00 Striping $900.00 Total $26,050.00 plus 20% for Profit & Overhead = Grand Total $31,260.00 a. Subject to local noise ordinances. b. If cement plant needs to be opened after hours, add $1,500.00 for plant opening fee. Asphalt plant opening fee $1,500-00 to $2,500.00. C. No specific plans with vertical elevation control are provided, therefore no guarantee of passing City Inspections if required. Subject to additional costs for adjustments that are unforeseen without such plans. No guarantee of drainage without approved civil engineer plans. Payment terms: 25%or 50% DOWN, NET 30 AFTER COMPLETION NOTE: Above pricing excludes costs of permits, inspections, testing, prevailing wage, weekend work or any other item required unless otherwise expressed here in writing. It is agreed that any and all losses to City Service Paving for not having such permits (etc.) will be paid for by customer. (See attached "Terms" sheet for complete explanation.) ACCEPTANCE We accept this proposal and agree to pay the said amount in accordance with the terms set forth. I am the owner or a dully authorized agent with full authority to enter into this contract. (Owner and lender information is required). A fax or photocopy is to be considered equal to the original including all terms and conditions front and back, and or attached additional terms. Date: 11 /29/2012 Accepted by: Print name: Thomas Guide : marlene Salesman Phone: (714) 713-5755 After hours -emergency number: Submitted by: Darrell R. Brown R2H Engineering, Inc. STRUCTURAL CALCULATIONS CHASE CPC CONSULTANT SCOPE WALKS GOLDEN SPRINGS FOR NADEL ARCHITECTS NEVADA LLP SUBJECT: 10'-6" High Post Support for Partition Walls. ESS/q�� A Be\` 'Exp. 06/30114 *\T� rRUCNRP OF CALIF�a� Job No.: 12087.34 Date: 3/14/13 SHEET NO: Designed By: O.I. Checked By: D.A. 1-6 17150 Via del Campo, Suite 306 Las Vegas, NV San Diego, CA 92127 Salt Lake City, UT 858.673.8416 tel Idaho Falls, ID 858.673.8418 fax R2H Engineering, Inc. JOB NO PROJECT CHASE DATE _ BY 0.1. SUBJECT POST SUPPORT FOR PARTITIONS SHEET _ DFS160 TL)a( 5VPP, f�T MAX Tv9F hT- - 10'-6" M A,- 'T ? i % _ 4'-0" LA7(RAL LQAD oNL-1 wL S Psi 10'-6" PAR- T,oN \, ALL vse HSS4x4x3/16 5<c EN%R -EALI . CNECk We LD 2 SAS (- (P- M = 1.764 F iE (SCE EwfRGAL<� EAM„ ; P o. G F S Err „ElC O< o. " h 2.739 iw3 rc `pia 'i. 7.190 k • it VSE 3/,L" FILLC-T WFL tlS . CF+6Ck ANCHoP, B6L75 M„= 1.764 k (t I-� (o.o-g ksi )(4')00.5') 0.336 k VSF 4- /t 0 5imp STP,, rioLTS � 2 �/41' "its CM?,c0 12087 m R2H Engineering, Inc. General Section Property Calculator Final Section P'n Total Area Section Properties 2.122 W2 Calculated final C.G. distance from Datum X cg Dist. 0.0 in Y cg Dist. 2.0 in Edge Distances from CG. +X 2.066 in -X -2.066 in +Y 2.066 in -Y -2.066 in Ixx = 5.659 in44 lyy = 5.659 in44 Sxx : - Y 2.739 inA3 Sxx: +Y 2.739 in43 Syy : - X 2.739 inA3 Syy : +X 2.739 inA3 r xx 1.633 in r yy 1.633 in General Shapes 2 Title Block Line 6 Fde = P:112116JOX,i-6112837E-T2 Celclwka.ec6 ENERCAM INC. 1902D13, BuNd:6.13.2.27, Ver.6.13227 _ Rect :1 Height =- 0.133 in Widih = ON in Rotation = Area = 0.530 inA2 Xcg = 0.000 in IXx= 0.001 in"4 Sxx = 0.012 inA3 Ycg = 4.000 in (yy = 0.707 in44 Syy = 0.354 inA3 Rest : 2 ----- Hsipllt = - 0.133 in Wid01= 4.000 in ------ Rotaton = Area = 0.530 in"2 Xog = 0.000 in Ixx = 0A01 IBA4 Sxx = 0.012 in43 Yog = 0.000 in lyy = 0.707 W4 Syy = 0.354 in43 0 dec CCW Rxx= 0.038h1 Ryy= 1.155(n 0 doe CCW Rxx= 0.038in RYy= 1.155in Rect : 3 Height = 4.000 in Width = 0.133 in Rotation = 0 dec MIN Area = 0.530 inA2 Xcg = 2.000 in ixx = 0.707 in"4 Sxx = 0.354 inA3 Rxx = 1.1551n Ycg= 2.000 in (yy= 0.001 inA4 Syy= 0.012 inA3 Ryy= 0.038in Rect : 4 Height = 4.000 in- - Width = 0.133 in Rotation = 0 dec CCW Area = 0.530 inA2 Xcg = -2.000 in hoc= 0.707 W4 Sxx = 0.354 inA3 Rxx = 1.155in Ycg= 2.000 in lyy= 0,001W4 Syy= 0.012inA3 Ryy= 0.038in 1?2H Engineering, Inc. Steel Column 10'-6" High Partition o e e erences Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: 2009 IBC & ASCE 7-05 General n r a n INC. Steel Section Name: HSS4x4x3/16 Overall Column Height 10.50 R Analysis Method: Load Resistance Factor Top & Bolton Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection (budding) along columns: Fy : Steel Yield 46.0 ksi X-X (Width) axis : E : Elastic Bending Modulus 29,000.0 ksi Un((braced Length for X-X Axis buckling = 6.5 ft, K = 2.1 Load Combination: 2009IBC &ASCE 7-05 YUnbdepth)raced Length for Y-Y Axis buckling = 10.50 ft. K=2.1 ppl e a s Column self weight included : 98.732 Ibs' Dead Load Factor BENDING LOADS... Lat. Uniform Load creating Mx-x, L = 0.020 Will S S --- --ea Bending 8 Shr Check Results- -- SS Max. Axial+Bending Stress Ratio = 0.1423 :1 Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of max.above base 0.0 ft At maximum location values are ... Pu 0.1185 k 0.9 • Pn 20.001 k Mu-x -1.764 k-ft 0.9' Mn-x 12.662 k-ft Mu-y 0.0 k-ft 0.9 • Mn-y : 12.662 k-ft SS Maximum Shear Stress Ratio = 0.01341 Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of max.above base 0.0 ft At maximum location values are ... Vu : Applied 0.3360 k VnPhi: Allowable 25.054 k a na In es Is 3 Service loads entered. Load Factors will be applied for calculations. a S a ea Ins Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y a S a e Ie ns Along Y-Y 0.2903 in at for load combination :L Only Along X-X 0.0 in at for load combination, 0.0 k 0.0 k 0.0 k 0.210 k 10.50ft above base 0.011 above base Maximum Axial + Bending Stresg Maximum ShearR��cs Load Combination --.._- Stress Ratio Status Location Stress Ratio Status Location +1.40D 6.607 -S- PASS 0.00 ft -._ .- --.. 0.000 PASS 0.664 +1.20D+0.50Lr+1.60L+1.60H 0.142 PASS 0.00 ft 0.013 PASS 0.00 ft +1.20D+1.60L+0.50S+1.60H 0,142 PASS 0.00 ft 0.013 PASS 0.00 ft +1.200+1.60Lr+0.50L 0.046 PASS 0.00 ft 0.004 PASS 0.00 ft +1.20D+1.60Lr+0.80W 0.006 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50L+1.60S 0.046 PASS 0.00 ft 0.004 PASS 0.00 ft +1.20D+1.60S+0.80W 0.006 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50Lr+0.50L+1.60W 0.046 PASS 0.00 ft 0.004 PASS 0.00 ft +1.20D+0.50L+0.50S+1.60W 0.046 PASS 0.00 ft 0.004 PASS 0.00 ft +1.20D+0.50L+0.20S+E 0.046 PASS 0.00 ft 0.004 PASS 0.00 ft +0.90D+1.60W+1.60H 0.004 PASS 0.00 ft 0.000 PASS 0.00 ft +0.90D+E+1.60H 0.004 PASS 0.00 ft 0.000 PASS 0.00 ft a ea ns n a re Load Combination Note: Only non -zero reactions are listed. X-X Axis Reaction Y-YAfft Reaction Aqg Reaction @Base ATOP @Base @TOP @BM D+L k -0.210 k 0.099 k R2H Engineering, Inc. Steel Column 1993-2013. BuI 6.13.2.27 Descdpfion : Tube Support @ 10'�6" High Partition a e le ns r a na ns n a re_ a s Load Combination -- _.. Max. X-X Deflection Diatence Max. Y-Y Deflection DWaros L Only ...._ —. _- 6.000O......in OA00 R ... 0.290 in 10.500 .R D+L 0.0000 in 0.000 8 0188 in 10.430 e S eel Se n r r es SS Depth 4.000 in Will = 4.000 in We#Thick = 0.187 in Area = 2.580 in-2 Weight = 9403 p8 Ycg = 0.000 in 1 xz 6.21 in"! J 10.000 W4 S xx = 3.10 W3 R a = 1.550 in Zx = 3.670 W3 I yy = 6.210 W4 C = 5.070 in-3 S yy = 3.100 W3 R yy = 1.550 in -- -- - -- M-x Loads a X 0 e Loads are total entered value. Arrows do not reflect absolute direction. 4 Anchor Calculations Anchor Selector (Version 4.11.0.0) Job Name: Partition Tube Anchorage Date/Time : 3/14/2013 2:02:21 PM Calculation Summary -ACI 318 Appendix D For Cracked Concrete liar 4CI 318-08 Anchor Anchor I Steel I Code Report 1# of Anchors I Embedment Depth (in) lCategory 112' Strong -Bolt 2 1 Carbon Steel I ICC-ES ESR-3037 12 12.75 11 Concrete Concrete Cracked I rc(psi) Tc'v Normal weight 1yes 14000.0 11.00 Condition lThiGkness (in) Suppl. Edge Reinforcement B tension and shear 15 lNo Anchor Layout Dimensions cxt (in) cx2 (in) cy1 (in) cy2 (in) bx1 (in) bx2 (in) byt (in) bY2 (in) Sxi (in) 60 60 60 60 2 2 3 13 16 Factored Loads Noa (Ib) Vusx (Ib) VosY (lb) Mux (lb-ft) MuY (lb-ft) 0 10 1168 1883 10 ex(m) aY(in) Mod/high seismic Apply entire shear @ front row 0 10 jNo jNo Individual Anchor Tension Loads N uat (Ib) N ua2 (lb) 2010.48 12010.48 e'Nx(in) e'NY(in) 0.00 10.00 Individual Anchor Shear Loads V uat (lb) V us2 (lb) 84.00 184.00 6'vx(in) e'yY(in) 0.00 10.0o Tension Strengths Steel (45 = 0.75 ) Nsa(Ib) ONsa(lb) Nua(Ib) Nus/ONM 12100 19075.00 12010.48 10.2215 Concrete Breakout (m = 0.65 ) Ncbg(lb) eNcbg(lb) F. Nus(lb) £ Nus /ONcbg 6854.24 14455.25 14020.95 10.9025 Pullout (@ = 0.65 ) Npn(Ib) (DNpn(lb) Nua(Ib) Nus /4,Npn 3630.29 12359.69 12010.48 10.8520 about:blank 3/14/2013 Side -Face Blowout does not apply Shear Strengths Steel ((D = 0.65 ) Vaa(Ib) Wsa (lb) I Vaa(Ib) V as/mVse 7235 14702.75 184.00 10.0179 Concrete Breakout (case 1) ((D = 0.70 ) Vcbx(Ib) mVcbx(Ib) Vaax(Ib) Vaex "DVcbx 30885.52 21619.86 0.00 0.0000 VacY(lb) mV,,gt,(lb) £ VasY(lb) £ VuaY /mVcbg), £ Vas /mVcbg 32429.80 22700.86 1168.00 10.0074 10.0074 Concrete Breakout (case 2) (m = 0.70 ) Vcbx(Ib) mVcbx(Ib) £ VY-(lb) £ V. /@Vmx 30885.52 21619.86 0.00 0.0000 Vcbgy(lb) iDV.bgy(lb) £ VaaY(Ib) £ VaaY /mV.bgY £ Vas /mVcba 32429.80 22700.86 168.00 0.0074 0.0074 Concrete Breakout (case 3) (m = 0.70 ) cxt edge VOY(lb) mV by(Ib) VaaY(Ib) VaaY ImVmY 61771.04 43239.73 84.00 0.0019 cYt edge Vc59x(Ib) mVcb9x(Ib) £ Vaax(Ib) £ Vuex /mVdgx 64859.59 45401.71 10.00 0. *00 cx2 edge Vcby(lb) mVmy(lb) VaaY(Ib) lvuay/mVmY 61771.04 43239.73 84.00 0.0011 cy2 edge Vcbax(Ib) mVbgx(Ib) I Vaax(W) £ Vaax /mVcb9x £ Vaa /mVcbg 64859.59 45401.71 10.00 0.0000 0.0019 Pryout (m = 0.70 ) VcP9(lb) mVcPB(Ib) I £ Vuax(Ib) I £ Vuax /4,VCp9 6854.24 14797.97 10 10.0000 V,(Ib) I mVP�(Ib) £ Vw,(Ib) £ Vuay /mVcpg L Vas hDVW9 6854.24 14797.97 1168 10.0350 10.0350 Interaction check V.Max(0.04) <= 0.2 and 7.Max(0.9) <= 1.0 (Sec D.7.11 Interaction check: PASS Use 112" diameter Carbon Steel Strong -Bolt 2 anchor(s) with 2.75 in. embedment aboutblank 3/14i2013 City of Diamond Bar 21 R25 Copley Drive Diamond Bar, CA 91765 (909)839-7020 111.1!1111'll �i.11: -� • ' ' 1 FOR UNREASONABLE HARDSHIP EXCEPTION The State of California requires that non-residential buildings, when altered, remodeled or repaired, must be made to be accessible to persons with physical disabilities (California Code of Regulations, Title 24, Part 2). This requirement pertains to area/s of specific alteration, repair or addition and includes the following areas: ■ A primary entrance to the building or facility. ■ The primary path of travel (from the entrance) to the specific area of alteration, addition or repair. ■ Sanitary facilities, drinking fountains, signs and public telephones serving the area. ■ Other additional accessible elements such as parking, storage and alarms. Where the cost of the work does not exceed $132,536.28 and the cost of providing access is disproportional to the cost of the work, access shall be provided to the extent possible without incurring disproportionate cost provided the Chief Building Official finds that compliance with this requirement creates an unreasonable hardship. Disproportionate cost occurs when the cost of the above alterations necessary to make these features fully accessible exceeds 20% of the cost of the project without those features. (2010 California Building Code Section 1134B.2.1 Exception 1). Additionally, if physical limitations of the existing building or site precludes compliance with this requirement, the Chief Building Official may make a finding of unreasonable hardship with adequate documentation. If you believe a finding of unreasonable hardship should be made for your specific project and conditions, please complete the following part of this handout. Project Description (include specific uses, size, functions, number of employees, etc): Property Owner's Name: Address: 201 N. 4. Architect's Name: Address: 5. The Basis for a Finding of Unreasonable Hardship is; AF Unreasonable Hardship Application Page 1 of 2 1/21/11 6. Cost of Work and Cost of Disabled Access Features: Total Project Cost for All Work Contemplated is: $ 45 Qcp•O' The Total Cost for All Disabled Access Work required under Title 24 is: $ o0 The percent of All Access Work to Total Project Cost is: % 7. If a finding of unreasonable hardship is made, the applicant proposes to include the following disabled access features along with associated costs: 1. 2. 3. 4. 5. 6. 7. 8. Total Cost of all proposed Disabled Access Features NOTE: The determination of unreasonable hardship from this documentation does not approve a blanket exemption from disabled access requirements. Submitted By (printed name): ehyis 00e Title: �9e& kNA rt rxr Address: aj� N1M. <:P algab-b Phone: _ Email address: CJ�P'P.to, InCokp Signature: Date: Approved By: Conditions of Approval, if any: Building Permit Number: Date: Unreasonable Hardship Number: AF Unreasonable Hardship Application Page 2 of 2 1 /21 /1 1 EX19IING STRIPPED NO ENSTIT`STAIRS. PARKING RAILINO AND 1 ANOIRRAIL5 i0 REMAIN AREAS FOR APPROX BASE MISTING Si. pAEA OCOMVIv SCOPE OF REGRADING S jMET ACCESSIBLE AND NEW PAVING. IT�P ff 1EQNREMHNTS 7 F 1, CONTRACTORTO �. ❑ ❑ ❑ ❑ REGRADE ADJACENT `y���,� AREA FOR 5%MAX. SLOPE �- ANDMEETANDMATCH an , ' _ WITH EXISTING LJ,G AC PAVING VT - �" - L' AREA ASREQUIRED AS q gg N SHOWN APPROXIMATE D _ ❑ ❑❑ LIJ E%IST. ACCESSIBLE PARKING L, SIGNS, ADD MINIMUM$250 ® fy+ r, 8 FINE" +N �J LC J ❑ 4 p EXISTING 'ASKING STALLS - W . ❑ ❑� ❑❑ ❑❑ �O ❑13 ❑❑ ❑❑ Z `c CIE! ACCESS ISLE CROSSWALK . / L ®,r , RAMP AND LANDING TO BE p� CD-„8 D REGRADED FOR ED MAX i(1 SLOPE IN ANY DIRECTION FOR ACCESSIBIE COMPLIANCE EXSJI GSIDE ALKTO RFMA N AREAS FOR APPROX. 5'LO.G KIT SCOPE OF REGRADING ANDI G AND NEW PAVING. LTY' NOTE 1, G C TO PROVIDE NEW AC PAVING OVER COMPACTED GRAVEL TO MATCH ADJACENT EXISTING. AS REQUIRED. 2 GG. TO PROVIDE COMPLETE PARKING STRIPING INCLUDING ACCESSIBLE PARKING SYMBOLS AND LETTERING AS REQUIRED. DATE: 03-11-2013 NADEL JOB,tl: 12102 REVISED ACCESSIBLE PARKING CHASE - GOLDEN SPRINGS 1/116 ns. - r.o. NADEL STUDIO ONE, INC. 3050 PULLMAN STREET COSTA MESA, CA 92676 Rk T714.540.5000 F714.7553013 N R D E L WWW.NADELARC.COM EXISTING STRIPPED NO PARKING 70NE'� AREAS FOR A PRO%. SCOPE OF REGRADING AND NEW PAVING. [TYP CONTRACTORTO REGRADE ADJACENT AREA FOR 5%MA%. SLOPE AND MEET AND MATCH WHIT EXISTING AC PAVING AREA AS REQUIRED AS DO SHOWN APPROXIMATE ART. ACCESSIBLE PARKING 0 SIGNS, ADD MINIMUM$2500] D FINE -o._G21 Q EXISTING PDO ARKNG STALLS ACCEG ISTE CROSS WALK m RAMPANDLANDING LOBE- D REGRADED FOR 2%MAR m SLOPE IN ANY DIRECTION DR) FOR ACCES51BIF I t— COMPLIANCE 0 AREAS FOR AKPIROX SCOPREGRADING EW AND aeD NEvu PAwNG_ITYP1- REWEAVING _ REMAIN I mil] rLDE®I f ISU YVLL ScoPB of 4.SRi<-'3,225 sF.FP.EPa GSRAL)IN6 <�PtKT ENV. f. Ca-lo Fx�1vu4,Ac ytvweT, PQpPgq� Nore G.c. TO PROVIDE HEW AC PAVING OVER COMPACTED GRAVEL LZ..�•G Pals tj rw 4AQE Ffu., TO MATCH ADJACENT EXISTING. AS REQUIRED. 3_ NbW AC PAL/1NCa w( �f.j p GC TO PROVIDE COMPLETE PARKING STRIPING INCLUDING ACCESSIBLE PARKING SYMBOLS AND LETTERING AS REQUIRED. L�P(V{I� SBi PINY 1�K.LGDI/k$ "6k KIN �SsfacS PARKILA;T DATE: 03-72013 NADEL JOB#: 12102 02 NADEL STUDIO ONE, INC. REVISED ACCESSIBLE PARKING CHASE - GOLDEN SPRINGS SCALE: 1116'-10 3050 PULLMAN STREET COSTA MESA, CA 92626 T.714.540.5000 F.714J55.3013 N N D E l WWW.NADELARC.COM 7 PP L Aht CHASE BANK EXISTING RETAIL BANKING CENTER GOLDEN SPRINGS 334 S. DIAMOND BAR BOULEVARD DIAMOND BAR, CALIFORNIA 91765 CHASE # 100137751 GENERAL NOTES I. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL STATE AND LOCAL BUILDING CODES,REGULATIONS. ORDINANCES AND STANDARDS INCLUDING AM AND OR OTHER HANDICAP ACCESSIBILITY Coom. 2. GEN. CONTRACTOR SHALL COORDINATE WITH THE OWNERS VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK. 3. MECONSTRUCIDN NOTES AND DRAWINGS ARE SUPPLIEDTO ILLUSTRATE THE DESIGN AND GENERAL TYPE RECONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY ME FINEST QUALITY OF CONSTRUCTION. MATERIAL AND WORKMANSHIPMROUGHOUI. 4. ME DRAWINGS ARE NOT TO BE SCALEDO MR INFORMATION CONCERNING EXISTING CONDITIONS, GO., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAYS PRECEDENCE OVER SMALL SCALEDRAWING& S. PRIOR TO COMMENCEMENT OF MY CONSTRUCTION, CONTRACTOR SHALL VERIFY EVIENCE AND LOCATION OF ALL USING MOVE AND BELOW GRADE, UBUIMS. INCLUDING MONETARY SEWER. STORM SEWER, WATER. GA& EECTRICAL TELEPHONE ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SMALL, BE BROUGHT TO ME IMMEONTEATTEITION OF THE ARCHITECT. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VEXIFOATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOUN THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. 2. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WAILS FOR SUPPORT OF ALL EQUIPMENT. SHELVING, ACCESSORIES. SIGNAGE. AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 9. ME CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIGURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 11, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE OUR SO FILL TO ATTAIN NNLSH GRADES AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE, ATMETIMEOFME PRE -BID MEETING, IN BASE BID. 12. GENERALCONTRACTOR SHALL INCLUDETHE COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY& SECONDARY CONDWR. AND SECONDARY CABLING IN BASE BID. 13. SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADATOILE ROOM SIGNS, ARE PROVIDED BY OWNER'S SIGN CONTRACTOR.OWNER'S SIGN VENDOR WILL PROVIDE MONUMENTSIGN BASE twNCREE. STONE. BRICK, ETC.) IF PROJECT REQUIRES DECORATIVE BASE MESHES b1 TO VERIFY IF REQUIRED. GENERALCONTRAMOR TO PROVIDE ROUGHHN & RNAL CONNECTION. 14, GENERAL CONTRACTOR TO PROVIDE FOURI4) W YARD DUMPSTERS DURING CHIME RETAIL MOVEIN. 15, GENERAL CONTRACTOR SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVEIN. INO HOURS) 16, GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON SITE DURING CONSTRUCTION. 17, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF AIRLINE UnMSERVICES FOR THE PROJECT. GENERALCONTRALTORSHARAISOMTAINHNALSITEADDRESS. 18. GENERAL CONTRACTOR SHALL PERFORM ATOPOGRAPHIC SURVEY PRIOR TO STARTING. CONSTRUCTION AND REPORTANY DISCREPANCIES IN GRADES AS COMPARED TO EXITING GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OFTOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. 19. ALLEMERGR FLOOR PLAN DIMENSIONS ARE TO GREECE FACE OF STUD UNLESS OTHERWISE NOTED, ALL INTERIOR FLOOR PLAN DIMENSIONS AREM FACE OF FINISH UNLESS OTHERWISE NOTED. X. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED ATALLI MES AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDINGSYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. 21. GOVERNING CODES AND FIRE DEPARTMENT FIELD [NUMEROUS SHALL DICTATE SIZE. TYPE, QUANTITY AND LOCATIONS OF BON TEMPORARY AND PERMANENT PORTABLE HRE EXRNGUSHERS. M. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS )OR ACCESS DOCRS) AS REQUIRED BY GOVERNING AGENCIESFOR NR CONDITIONING. PLUMBING FIRE SPRINKLER AND ELECTECALSYSTEAi. PROVIDE APPROVEDASSEMBLIES WITH SELF-CLOSINIG DEVICES IN ONE IH HOUR RAILED CONSRRCTION. 23, ALL PENETRATIONS AT FIRER MINORE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 24. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION WECAIMU TEMPORARY GUARD RAILS AND/ OR CANOPIES AS REQUIRED BY THE LOCALAUMORITIFS OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. M. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT' IN LETTERS HAVING THE PRINCIPALSTROKE OF NOT LESS MAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORMTO CODES AND / OR APPLICABLE REGULATIONS. 26. TACTILE EXT SIGN SHALL BE PROVIDED AT ALL EXIT MOM. EXIT STAIRS. MIT RAMPS AND EXIT MILLER AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. 27. EVERY EXTI DOOR SHALL BE DEMMLE FROM ME INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER IBC 1103,1.9. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE FRESH BOLTS OR SURFACE BOLTS ARE PROHIBITED, 2B. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO ME DOOR STATNG'THIS DOOR MUST REAMIN UNLOCKED DURING BUSINESS HOURS" IN UUMM. NOT LESS MAN 1 INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED MR DOORS, 29. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE MAN 1/Y BELOW ME THRESHOLD. W. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUIT, PLUMBING LINE$, ETC... SHALL BE PAINTS] WRH MIN.)2) COA3 OF PMMTO MATCH THEAOJACRUSURFACES 31. CONTRACTORSHALLCOORDINATEMLSLEEVINGFOR IRRIGAITON LINES AND CONTOURS UNDER SIDEWALKS, DRPV AYS,ETC.. PRIOR TO POURING CONCRETE OR LAUNGASPHALT PAVING. SQ. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ME ADDRESS AND / OR SUM UNIT NUMBERS PER CITY AND FIRE DEPT, MQUREMEN S. VERIFY SIZE. COLOR AND LOCATIONS. PRIOR TO PROCEEDING. B3. ME GENERAL CONTRACTOR SHALL FURNSH A HYDRA RUCALLY CALCULATED AUTOMATIC HIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM ME INSURANCE SERVICE OFFICE MOH) WHEN REQUIRED BY OWNER. BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENOB S PRIOR TO SUBMIFAL TO ME ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SHE WATER MAIN TO INTERIOR OF BUILDING. 34. WHERE CONCEALED SPACES GR ARR THAN 6" OCCUR. FILL VOID WITH NON COMBUSTIBLE INSULATION PER NfPA M. 35. PROVIDE A READILY VISIBLE, WEATHERPROOF SIGN TO ME FEE RISER DOOR STAR NO TERE SPRINKLER ROOM" IN LETTERS NOT LESS THAT 21NCH HIGH WITH MIN STROKE OF 3/8INCH ON ACONTRASTING BACKGROUND PER ITC 916.10 OWNER & CONSULTANTS OWNER ELECTRCAL ENGINEER JP MORGAN CHASE BANK. NA HENDEiSON ENGINEERS, INC 201 N.CEMRA4.25111FLOOR 5555REDWOODSTREELSIE]01 PHORM, 85304 A2 IA$ ORMAS NV SIR 18 PHONE: I602)221-AB51 CONTACT: JASON ZOELLER CONTACT: JOHN W. STEVENSON PHONE: RR.692.2107 EMNLIo0n.W.NevensoiftcSme.com FAX: 209.6912186 EMNL JASONZOELLER®HSENG.COM ARCHITECT PLUMBING ENGINEER NAOESTUDIOONEINC 3050?ULIMAN STREET HENDERSON MONEERS.INO COSTA MESA. G 92626 SEES REDWOOD STREET. BE 201 CONTACT: CHITS TEE IAS VEGAS. NOV 89118 PHONE I14.510.5000 CONTACT: JASON ZOELLER FAX: 714]55]013 PHONE: 702.6972187 EMAIL CLEF®NAMIARC.COM FAX: IO2.69721B8 EMAIL: JASON.ZORIEROHEI-ENGCOM MECHANICALEMGINEFR STRUCTURALENGINEER HENDERSON ENGINEERS, INC IENGINEERING 5555 REDWOODSTMI STE201 W CRIER DRIVE. SM 300 LS VEGAS, NV 89118 LAS VEGAS, NV 89119 CONTACT: JASON ZOELER CONTACT: ROBERTHEVDERSHOT PHONE IO2.697.2107 PHONE: ADJO1]E00 FAR: =U6972188 FAX: 102.260.1010 EMAIL JASONIOELLERRMEFENGCOM SO RCTROMINCOM -_.___ %/� IN SYMBOLS \ >- CONURUCMNIYPE jTRVARON OATUMTAG REVISION NUMBER AX% DETALLTAG N O GRID BUBBLE OR < E INTERIOR ELEVATION TAG S PNISH FINISH TAG % MERGE ELEVATION TAG I A%X 1 EGUIPMENTiAG NAME -� MATCH LINE RBR ROOM TAG % PLAN DETAIL TAG BRYA DOOR LAG O% WINDOWTAG AX,R WALL SECTION MG O KEYNOTE L _ _ BUILOINGSECTIONTAG A%% ABBREVIATIONS GENERALABBREVIATIONS CHASEABREVILMONS A ANNEALED MCM ASSISTANT BANKING CENTER MANAGER AC AIRCONDITIONING AND AFTER HOUR DEPOSITORY ACT ACOUSRCCHUNGRLE ATM AUTOMATICTELLERMACHINE AFF ABOVE FINISH TIME III BANKINGCENTERMANAGER AHU AIR HANDLING UNIT MG BULLET -RESISTANT GLASS AL ALUMINUM CCR CUSTOMERCONFERENCEROOM MPH ASPHALT CSC CUSTOMER SERVICE CENTER CJ CONTROL JOINT DU DRIVEUP CWG CELING OWED MULTI{UNCTIONAL DEVICE CMU CONCRETE MASONRY UNIT PR PACKAGE RECEVER COL COLUMN RG REACH GUARD DOING CONCRETE SCCR SMALL CUSTOMER CONFERENCE ROOM COM CONTINUOUS SOB SAFE DEPOSIT BOX CPT CARPET TCD 1HLER CASH DISPENSER CT CERAMICTILE IRS TFAMOFFICESPACE CL CRIIERLINE VAT VACUUMARTUM DBL DOUBLE DF DRINKING FOUNTAIN SO DIAMETER DIA DIMENSION ON DOINN DS DOWNSPOUT E& EACH EJ EXPANMNJOIM ELM ELECTRICAL ELEV ELEVATION SO EQUAL EXIST EXITING FD FLOOR DRAIN HE FREE%IINGUISHER FED FIRE EXTINGUISHER CABMET FF FINISH FLOOR FR HIRE RATED ME FIBERGLASS REINFORCED PIASTC GALV GALVANIZED GYP BD GYPSUM BOARD HC HANDICAP HOW HARDWARE HM HOLLOW METAL HT HEIGHT HVAC HEAMIRIVEMILMON. AIR CONDITIONING INSUL INSULATION MAR MAXIMUM MECH MECHANICAL MR MANUFACTURER MIN MINIMUM MO MASONRYOPENING MR MOISTURE RESISTANT MR METAL NA NOTAPPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NOR NOTTOSCALE OC ONCEMIX OPP OPPOSITE OF PRE -FABRICATED PSI POUNDS PER SQUARE FOR FIT PRESSURETREATED PIT) PAINTED OR QUARGRE R RADIUS FORM REINFORCINGBAR REF REFERENCE READ REQUIRED SO ROUGH OPENING SB SPLASHBLOCK am SIMILAR SPEC SPECIFICATION SS STNNLESSSTEEL m STEEL STOP STORAGE SUS? SUSPENDED I TEMPERED TOP IFYINCAL LUNG UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION HE VET VERTICAL Wo WOOD WE WATERPROOF WINE ARMED WIRE FABRIC SHEET INDEX _ DRAWINGS ISSUED S ARCHRECNRALDRAWINGS A0.0 COVERSHER • ACA REFERENCE SITE PLAN & CODESUMMARY A0O ACCESSIBILITY& SITE REFERENCE DETAILS DI.1 DEMOLITION FLOOR PLAN • DIS DEMOLITION C9IMG PLAN AM FLOOR PLOD AL2 FINISH PLAN AI.3 FURNITURE. EQUIPMENT PUN AIA REFLECTED CEWNG PLAN A2.1 WALLSECTIONSILMORSCHEDULES MIT COMMIT ZONE I MEDIA WALL PUNS. ELEVATION & 05MU • III PRIVATE OFFICE PLANS, ELEVATIONS &DETAILS • MIS TELLER AREA PUNS. ELEVATIONS & DETAILS M.10 ABCM PUN. ELIEFO NS&DETAILS • 'STRUCTURAL DRAWINGS 50.1 GENERAL STRUCTURAL NOTES &STAR ST0 REMODELDETALS IT REMODEL PLAN lei ELECTRICAL DRAWINGS ®.0 ELECTRICAL LEGEND, ONELINE. SCHEDULES AND GENERAL NOTES Ed.l EIECiRICALTIRE&COMPLIANCE EI.O UGHTINGPUN M FEWER PUN CITY OF DIAMOND Planning ❑ivi.l�•n Flan 6AR w Anofmal CasLt,e GaLD_ jLao la -yam p� iB I% dt M6ZM'I rMmia ISOBa �HddIi6Hnft iLr Tian OPI (PWnNRR N BmINON Bae 4 in su651anryal C FJai �°AB„n,*Om mYsu er IAp LhNdmn dd CW vlgby �II[�.R ,wry e BlefPdFTPInIaHllaN "'IRdnI(e IM OO RRCOI 12 aInlonnan,y RO ' n0PIIII Rry';^OfO Val �i v f0to 7�F'r U) U z W Z :E W Y > co < CIO) � W I Z Q J G U VJ N LL W Z Z m Z 0 Q W X � W Z W U RECORD del Studio One, IT 0 Pullman Street OUR RUNS, CA 92626 914.540.5000 914.755.3013 DATE ID 12.1-CPC COVER SHEET AO.O GENERALNOTES: I. GENERAL CONTRACTOR TO PROVIDE EFFEC➢VEMEANB OF DUST CONTROL MR THESPE. SO AS NOTTO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION AND MEETTHE REQUIREMENTS OF LOCAL CODES AND ORgNANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING RMUIRED PERMITS. 2. GENERAL CONRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROIL DURINGCONSTRUCTON, 3. G.C. TO VERIFY COMPLIANCE WIN ACCESSIBLE CODES AND REGULATIONS, REPAIR AM REPLACE AS REQUIRED FOR ACCEREWTV COMPLIANCE. IF NECESSARY. VERIFY MSIING CONDITIONS OF RAMPS, SIDEWALKS AND CURB RAMPS. VERIFY THAT 51DEWAUM SLOPE IN DIRECTION OF TRAW GOES NOT EXCEED 5%AND CRO55SLOPE DOES NOT EXCEED 2%. SLOPE OF RAMPS WRH HANDRALS NOT TO EXCEED 8.39%AND CURB CUR NOT TO EXCEED S= SLOPE. REPORT NON COMPLIANT AREAS AND RECONSTRUCT AS REQUIRED. FOR ADDITIONAL INFORMATION, REFER TO 9 EGRESS PLAN LEGEND EMERGENCY EXIT EGRESS NOTE: 1. TENANT SPACE CALCULATED PER GROUP "B" 0-- RUSINB51 OCCUPANCY, U.N.O. 2. CONFERENCE B BREAK ROOMS LESSTXAN 250 S.F. TRAVEL DISTANCE ARE CALCULATED AS GROUP"B"OCCUPANCIES. 5. PROVIDE ADDITIONAL EMINGUISHERS M REQUIRED �Fa COMMON PATH OFTRAVEL DISTANCE TO COMPLY WBH2m0 CRC TBL 906d(11. % ROOM NUMBER ROOM GROSS SQUARE FEET. U.N.O. X X TOIALROOMOCCUPANCY OCCUPANT LOAD FACTOR I 1 r�?' ❑❑p❑❑ p❑❑ �❑❑ V❑❑ �❑❑ Cb EXIT 2 3-0" v+ IN EGRESS PLAN I� 2 CODE INFORMATION JURISDICTION: CITY OF DIAMOND BAR APPLICABLE CODES BURDINGCOOE: MIGCOC STRUCTURAL CODE "lam MECHANICALCODE: MI0CMC PLUMBING CODE 2010CPO FLECTRICALCODE MIOCEC FIRFCOOE 2010CM ACCESQBILIIYCODE: MI 0 CBC B ADA ILATBT EDRION) PROJECT DATA USE: EXITING RETAIL BANFJNG CENTER OCCUPANCY CLASSIBC MN: 9BUSINESS GROUP OCCUPANCYLOAD: OCCUPANCY LOAD FACTOR PER CLSSNCATION 100GROSSSF BUILDING ARM (GROSS) 6.000 S.F. OCCUPANT LOAD ($F/IWF 60 TOTAL OCCUPANTS CONSMUMON TYPE: TYPE V-B SPRINCERED NO ALLOWABLE/RHYD PROVILk'D 0111 OIN G ELEMENT - FIRE RESISTANCE RATING: STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES 0 0 BEARING WALLS EXTERIOR 0 0 INTERIOR 0 0 NONBEARING WALLS AND PARTITIONS E(TEROR 0 0 NONBEARING WALL$ AND PARTITIONS INTERIOR 0 0 FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS LJOSR 0 p ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS 5 JOISTS 0 0 BUILDING HEIGHTS AND AREAL AREA 9,OODS.F. 6.000S.F. CANOPYAREA N/A N/A HI STORIES 2STORIES (STORY FEET W' LERSTHA4,10 EGRESS WIDTHS: OTHER EGRESS COMPONENTS ICCCJPANTS X 02) STAIRS (OCCUPANTS x 0.3) 17 10B' N/A N/A MM AND EXR ACCESS DOORWAYS: NUMBER OF RIM 2 2 COMMON PATH OF EGRESS RAVEL IW/O SPRINKLERS) EXIT ACCESS TRAVEL. DISTANCE IW/05PRINKMU) DEAD ENDS CORRIDORS IW/O SPRINXLER51 >V-D dru 200'd" 2OQ' 222Y N/A PLUMBING RIRURES: (PER CFC)' OCCUPANT LOAD 16 OCCUPANTS FEMALESB A MALESB WATER CLOSETS-MEN/WOMEN LAVATORIES - MEN/WOMB! URINALS - MEN ORNMNG FOUNTAIN I/1 1/1 0 N/A in 1/1 0 'NOTE. PLUMBING INTURB CALCULATED USING CPC TABLE H. "OFFICE OR PUBLIC BUILDNGSFOR EMPLOYEE USP OCCUPANT LOAD ME / 2001 2d60 /=-B2 (W/O PUOUC AREA B,W S.F.) MALE L FEMALE OCCS. 11 /2 - BEACH TOILER MALE FEMALE 1:1-15 1: LI5 URINALS MALE O:U6 LAVATORIES MALE FEMALE 1 PER %0 1 PERw v W Z 2 W Zz 0 m J U w < W ZJ Z ca Z -j Z Z H (O 2 U U) Of o X W W ~ Z W U Tel Studio One, IT 0 Pullman Shet W Me". CA 92UB 714.5ID5000 714.755.3013 12.1-CPC REFERENCE SITE PLAN, EGRESS PLAN & CODE SUMMARY A0.1 NOTES: I.ALL STROKES TO BE MIN. 3"WIDE. FIELD: ROYAL BLUE BORDER / SYMBOL WHITE. 2. PROVIDE TWO (2) COATS OF REFLECTIVE PAIM. LET DRY BETWEEN COATS. 3. LOCATE SYMBOL IN FRONT Of PARKING STALL, VISIBLE TO TRAFFIC Off IO R and CENTERED AS SHOWN ON SIRE PLAN. 4. HANDICAP SYMBOL TO COMPLY W/CURRENT STATE, LOCAL PUBUC AGENCY, ETC., REQUIREMENTS, U.N.O. IFOR REFERENCE ONLY I ACCESSIBLE PARKING,, 15 M MINT Rf xMM AMR41} h i£ RI roPl CWExIRMIMPM1a1 H k B wr,I v' NOW ad Pale I PROTRUDING ODJECTS sNTCB F 10 m ugp m roW MMP ❑A TRANSITIONBERYEEM FLOOR FINISHES al� 9 © THRESHOLD k /i © LEVEL CHANGES. , �?MwMlW1pIM MR4rX1TX,p'M CMW VWNML axR ,:Rx16E6PlLBFAIIWil R1Eue[HeRE6P,EB,M' !liaMxN. IIM.GMW xTTIGL,E,9aNX0E THRESHOLD LEVEL CHANGES � 5 1'-6"X I'-R%.080 ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH ACCESSNRIIY SYMBOL BOLT TO STEEL TUBE WITH 3/9' CADMIUM PwT® BOLTS, NUTS AND WASHERS. "MINIMUM NNE SWKn SIGN ON 6" X 1 pn X U= ALUMINUM, LETTERS TO BE I-HIGH Y DIAMETER STEEL PIPE EXTEND INTO GONG. FLIED PIPE 2'U'. PROVIDE WELDED WATER -TIGHT CAP. PRIME AND PANT: WHINE. 6" DIAMETER STANDARD STEEL PIPE HLLED WITH CONCRETE. PRIME AND PAINT : ROYAL BLUE. CONCRETE WOTNG7 --- — ---------- NOTE: 1. "ACCESSIBLE PARKING" AND ADDIIONALSIGNS TO CONFORM TO CURRENT LOCAL, STATE CODES AND REGULATIONS, 2 BOTTOM OF SIGN /SIGNS SHALL BE 6'9'ABOVE FINISH SURFACE 10 FOR REIKENCf ONLY I ACCESSIBLE PARKING SIGN AND PIPE SD E 14ACCESSIBLE PARKING SIGN AND PIPE SCALE 14 REACH DETAILS AND NOTES I NTs 41 Y TL EXIT MR.rrs {— —..—D.F4� ® (TEXT) EXIT TO TE T) ROUTE EXIT (TE T) U l 9wW (BRAILLE) EXITRS T .STAISTAIRS xPICALyIN1ETL5IONS UP DOWN NOTES: ® Boaaa"' I.TSE SIGN SMALL BE MOUNTED ON THE HALL ADJ TO THE LATCH SIlB L / OFTHE DOOR WERE THERE IS NO T141 SPADE OI riE wTKN BDE INWlJIN6 AT OO.ELE LEAF DOORS, liE 516H 9HA1 � P.AGEO ON 11E �T ADJACENT WU1, PlRFH41BLY OBI THE PoEMT. T EXIT 0.,11E 51EN 9NALL EE MONNI® 6O INOE5 ABODE TIE FINISH FLOOR TO 1Hf RAMP RAMP cBNTBR uNE oP THE slsN. UP DOWNAPPRIGASH y, ilE LOCATION OF 61BN SHALL eE OflBN11NS SO MAT A PdCBON MAY U ® OBJECTS ORW9TIIN 5 fl O 9WN6 OF A DOCR,�NNB PR0m UDIN& TYPI AL SIGNS FOR REFFRENCEONLY TACTILE EGRESS SIGNS N,, 17 NOTES: I. FOR HANDICAP CURB RAMP / LANDING /SIDEWALK/GROOVEBORDERAND FIN6H, MATCH EXISTING CONDITIONS. 2. SURFACE SLOPES OF PARING ---- SPACES SHALL NOT EXCEED I/4-PER j FOOT IN ANY OIREC1DN. 3. PAIM ITHIGH, 1"WIDE LIMERW17FTTO READ"NO PARKING" HANDICAP p_e:vc�A WITH iW0121 COALS OF PARKING SIGN. HIGHWAY WHRE PAINT, R x � 466 AS OCCURS. v HANDICAP A i I PARKINGSIGN vF4 bA� CHIGH CONC. CURB b. SEE CIVILOWGS. ¢ _ WHEEL DUMP C -° _ COORDINATE RAMP LOCATION &' 51O' 947 W/BUILDING MAX. MI MAX. PLANS-TYP. — y 4-WIDE WHEELBUMPER, 0 PAINTED 3. AS OCCURS. p BLUE STRIPES, ql> P'MIDE F 12COATSI. l FM 91O" q4' PAINTED MIN. Y� MIN.. WHITESTRIPES. (2 COAT5f. rMIN 16 .-- BLUESIRIB I AS OCCURS. EQII HANDCAP STALL P OCCURS. 041 MN. NO PARKING"LETTER, FOR VAN SEE NOTE R3. WR REFERENCEONLY ACCESSIBLE PARKING `ALL 13 N'PINIR® M'1MX0.1JM BauwEoa ome a WLMln9i M pTXM b lwww uat MOA eMIX. b n 1rNW R RAY34 e.FM!!R °°unrulxwe �, WHIN MTT�% ❑A PLAN CORRIDOR PAN N,[a s,waEwoME l6 w�6M�m �MINFawAP° a -MIN" mx. b aauM WHIN annual W RAG � .a. mwMAYTI ©RAMP LANDING AT o VESTIBULE PLAN DOORWAY PLAN NOTES: ]M RR WMXME 2 "We HRwxs wEx°xm.MurxmIXMA mElav®,tm Avu ifYgaIHELDw IeAYCAIwNIIM°F n. eM vm1IXW INFRWMN.BFE lMWMxIN,E6WT,FR.LM�MM XmEM CLEAR DOOR SPACE BNB E 3 CONCRETE SIDEWALK. WIpiH LEVEL LAH SLOPE MAX.RL, SEF PLAINS. ®TOP OF RAMP — lz'WOEW/ 1/4" DEEP x 114' WIDE GROOVES ® 3/4" O.C. � w SIDE FLARES � MAK imsLOPE. MEDIUM BRODMCONC.NNISH. CONCRETE RAMP: BOTTOM OF RAMP: WITH NUUNCATED DOME THE 16 CONCRETE FLUSH WI iH SURFACE. RAMP SLOPE SHALL PAVING NOT EXCEED III FOR REFERENCE ONLY ACCESSIBLE CURB RAMP s/ �E,_D 12 WWTFE FIIXmA1T4LXEMPA4�eMW �wATMppRM01,°M, xaowAB: uwnrn°i w eFwrwwrwnxvF uR °F �v wluw T uvarvE°rvweppr xwuraw MwsmN IaNFMvun l'iE� mnrewreEnww°mL6 CN4eIfltwM uawmxwRls rvLLcxmbrII NPMIE ❑A DUAL Waw W�rMMF�RMM�[M91N6Nvf1£➢NPE°RAN MW!\8 i°vEellVLMXEI XBr1llfO AL IME PbMrn 6 � ¢/.aa 2cp` rymm WBm'IG1amE IRWPE°�du�x NllFxlon® v.IMllF nrrxeevnwnaFTromx. O DETAIL �.. pePIYNIW NIYBAFAX1rNilIMY dEMI°M,IwaM:Ii:q FMW ®IfA@M rtvC IpAMI el lcYllAv ®1a1 DOOR ZV 2 0 0 0 0 0 0 0 00000, GROUT BED. IOINTCOLOR i0 MATCH PCB. RECESS CONK.. PER MFR. I��S1 1/8" RECOMMENDATIONS >J4AiBASE TYPICALPLAN TYPICAL SECTION NOTE: I. DFIECTABLEWARNING SHALL BE OF CONTRASBNG COLOR WITH ADJACENTSURFACE LOM-0NAARK OR DARK-0C FUGM. MATERIAL SHALL BE INTEGRAL PART OFTHE WALKING SURFACE 2. TRUNCATED DOMES TO BE: "INIERLOCKSAN DIEGO" TACTILE STONE, CARLSBAD, CA p60I 43"566 OR APPROVED EQUAL. TRUNCATED DOMES3-1'-0 I� 161 0 IN�TIGNAL SYMBOL CF ACCEBBIBILITY IB PREMIERED ON, I. ACCESSIBLE ENTRANCE (MACCESBIBLE ENTR.WCEB SHALL HAVE DIRECTIONAL BIGNAGE TO INDICATE THE R[XOTE TO THE NEAREBT ADCEBBIRaI c ENTRANCE), NEW ❑A STRWGHTRAMPRUN 8❑ PLATFORM AINTERMEDIATE SWITCH BACK MAP sxn Mt yM6L !A0 MAN rmI 0,06 ffiINTaWkwx xl8Prv1 FOR REFFRPICE ONLY ACCESSIBLE ENTRY SIGN N 11 1 A TAAIPSECTION i/ W Ln a x U 7 AN o W Z 2 W Z >> Lo Q Z Q m J U tl w W Z Z m U) WQoo Z ~ OU _Q V Lq W W Z W U Tel Studio One, IT 0 Pullman Street LB Moss, CA 926X 714.5IG5000 714.755,3013 y09 AICN tr B. NI�Lak a R -lent R F GDS� ISSUE I DATE pESCRIPTION © GROVEDWARNISIrIBORUNFIR eliaMN o rypGypEgF Iq LaeDAM lErreru KIN PdR Fan+eam ro, ImUEMlr ,� rYP. NnucW -mown iww PROJECT INFORMATION BLOCK l0 12-102 09-19-2012 DRAWN BY: RV CHI BY: CL M= WART ,.,5&!E Ob E„FaFHNXr'� „ R� OPIUM � MK1IN�R �� TYPICAL M006 12.1-CPC SHEBi1RE a� WaNINfffNM art Y. WEAN =M ido IXFPWT°X, EImXERoM UCila, F❑ CURB BARE DETAILS t aa` NOT USED, SEE CILVIL PLANS ACCESSIBILITY 8 SITE REFERENCE DETAILS RAMP DETAILS AND NOTES 1 A0.2 DEMO PLAN KEYNOTE SCHEDULE 01 EXISTING FURNITURE A PARTITIONS (INCLUDING ANY ASSOCIATED ELECTRICAL)TO BE REMOVED AND/OR RELOCATED. 02 EXISTING TILE TO BE REMOVED: REFER TO SHEET AI.2 FOR ADDITIONAL INFORMATON 03 EXISTING CARPET TO BE REMOVED: REFER TO SHEET AI.2 FOR ADDHIONAL INFORMATION DB NOT USED 05 WALL TO BE REMOVED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. OB NOT USED D7 NOT USED DB EXISTING FURNITURE TO BE REMOVED. 09 SAW CUT EXISTING CONCRETE SLAB AS REQUIRED FOR NEW POWER, DATA, TEL AND PLUMBING DESIGN. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR COMPLETE INFORMATION. PROVIDE NEW CONCRETE SLAB ON GRADE AFTER INSTALLATION OF UNDERGROUND UTILITIES AS REQUIRED TO MATCH ADJACENT EXISTING. WeRRI IN -- ----_---'—_ ----= III I A I W TaY.RHNR� re \\ Ire ) ) LOUSY � ? R ^v a I _� I F T 1 R rl 1 0 ■ m DI le YAHLr In —T--T--7 GENERAL NOTES: I. ALL WORK.MATERIALS.METHODS. ETC. SHALLCOYFORM TO APPUCABLE LAWS, ALL GOVERNING BUILDING CODES, ORDINANCES. REGUDL IONS AND AGENCIES. 2 THE CONTRACTOR SHALL SUPERVISE AND DIRECT HE WORK, USING THE CONIACTORS BET SKILL AND ATTENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES, UNLESS A SEQUENCE IS SPECIRM BY TIE OWNER OR CONTRACT DOCUMENT AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OF THE WORK S. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK. HIMET AND BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL GOVERNING AGENCIES. 4. PROVIDE A TEMPORARY DUST PARTITION TO PREVENT DUST MD DEBRIS FROM SETNUNG ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED, REVIEWED AND APPROVED BY THE TENANT REPRESENTATIVE S. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND FOES NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCETHE BUILDING MODIFICATIONS SHOWN ON ME REMAINING CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONDUCT ON -SHE MIT TO VERIFY INVENTORY AND IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON CONTRACT DOCUMENTS PRIOR TO BIDDING. a. FOR DEMOLITION WORK AS A RESULTOF SIZE MODIFICATIONS, REFER TO THE SIZE PLAN ON SHEETSDI A. 6. FORWORK TO EXISTING INTERIOR WALLSAND ROOF COVERINGERING REMOVAL, ONSHEET EXITING c. FORDEMOLITION WORK OFEXISTINGET ME I. RWI& BETAURFACES. EEFER TOFEEEEXTERIOR ELEVATIONS ONSHEETAR T.AA2BBOIA tl. WPDEMOLITION WORK T ARESULT OF ROOF MODFlCATIONS,REERiO THE ROOF PUN ON SHEET A3. e. FOR CEILING FINISH REMOVAL AND AINS N SHEET WALL MODIFICATIONS. REFER! RRE0 THE MOVAL FEXISTICEILING MUIPLANS ONSHEETRE5, I. ANDS-EOVALOF ECHANEQUIPMENTANO FIXNRAWIN S. TO SHEET DI -I, AND ELECTRICALMOLHON ALRK PWMOWN ANDS-DS. D. FOREREMOF DRAWLGS. WORK TOR UGHTNG AND ELECIRK:AL, PEER 10 ELECTRICAL OF DRAWINGS. n. MREXTENTOF DEMOLITION WOW DRAWING HOOD$,E%HpUST, VEMIIATION, EC., EXTENT MECHANICAL DRAWINGS. j. TO PLUMBING OF GDRAWIDEMOLIT DRAWINGS. WORK MR WAIER.GAS. DRAINS. ETC, REFER i0 PEUMNNG DRAWINGS. k. FOR EXPERTOFD DEMO WORK i0 LOAD BEARING CONDITIONS, RR TO STRUCTURAL DRAWINGS 6 CONTRACTOR SHALL PROTECT ALL EXISTING AND TO REMAIN CONSTRUCTION SHOWN FROM DAMAGE DURING DEMOLITION, FOR THE EXTENT OF THE DEMOUTON AND MODIFICATION. PATCH AND REPAIR ALL ACCIDENTALLY DAMAGED HEMS AS REQUIRED. 7. SHORING OF STRUCTURAL FOUNDATIONS. STRUCTURES. AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS IS CONSIDERED A METHOD OR TECHNK,WE AND 5 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHIECT TO SUPERVISE, APPROVE AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING. THEN H 6 THE SOLE RESPONSIBILITY Of THE CONTRACTOR WILL PROVIDE THIS WORK AS A PART OFTHE BASE CONIRACT. & ASBESTOS REMOVAL BF ANYI 6 A PART OF THE BASE CONTRACT, 9. IF CONTRACTOR ENCOUNTERS ANY HAEARDOUS MATERIALS DURING DEMOUFHON AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE TENANT AND ARCHITECT BEFORE PROCEEDING. I0. EQUIPMENT ITEMS TO BE REMOVED OR THE REMAINING ON THE CONTRACT DOCUMENTS WALL REMAIN PROPERTY OF THE TENANT. THE CONTRACTOR SHALL PLACE THE EQUIPMENT IN STORAGE OR DISPOSE OF AS DIRECTED BY THE TENANT. WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVE➢MANI (CONSULT CRY/COUNTY AS REQUIRED). 11. TOR PROSPECTIVE TENANT SALVAGE HENS REFER TO MECHANICAL EECIRICAL REFRIGERATION AND WAG DRAWINGS AND CONSULT TENANT RE'RESE TATVE. ITS. CONTRACTOR SAVAGE HENS SHALL BE DISPOSED OF PROPERLY OFF SIZE AND IN AN EXPEDIFOUS MANNER. 13. TOR EXTENT OF DEMOUTON.CUTTING, AND REMOVALTO EYISTING CONCRETE CURBS AND SUB ALSO REFER i0 STRUCTURAL DRAWINGS. IL CONIRACTORSHALL PATCH AND REPAIR ALL EXISTING REMAINING SURROUNDING SURFACES AS REQWREDTO MATCH NEW/OR EXISTING WORK NEW FLOOR SUBS TO BE FLUSH AND LEVEL. 15. SEAL ALL EXIBTING CRACKS AT WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR AREA, VERIFY THE SCOPE OF WORK PPoOR TO BIDDING. 16. ALL TRENCHES TO BE POURED AT NEW CONCRETE AND FINISHED FLUSH AND LEVft WITH GUSTING SURFACE DOWELS TO BE MINIMUM B' LONG AND AT 24P O.Q. U.N.O. REFER TO STRUCTURAL DRAWINGS MR COMPLETE INFORMATION. 17. WHERE ANY PLUMBING,MECHANICAL, REFRIGERATION OR ELECTRICAL ITEMS,LINES, RXNRES. ETC.. HAVE BEEN REMOVED, PLUG AND CAP PIPES. CONOUIIS, LINES. CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS, ETC.. PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS REQUIRED. 18. FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF IXI91NG DOOR, DOOR HARDWARE DOOR FRAME REFER TO DOOR SCHEDUIEON SHEET ARTS. DEMO NOTES TOR EVENT FOR DEMOLITION WORK TO WALL RNISHES, TO ACCOMMODATE WALL MODIHCAIHDNS PROVIDE ME FOLLOWING DEAOMON AS PART OF THE BASE CONTRACT: a. STRIP EXISTING WALLS. SUSPENDED WALLS STOREFRONT AND SOFFITS OF FlNISHES, TRIM. AND SUBSTRATE. F. IF THE GYPSUM BOARD 5 DAMAGED, REMOVE DAMAGED GYPSUM BOARD TO EXPOSED STUDS AND REPLACE WITH NEW GYPSUM BOARD. c. PREPARE GYPSUM BOARD SURFACES TO RECEIVE NEW FINISH HEMS, LEGEND MRNG WALL OR PARTITION TO REMAIN. _ _ _ _ _ allNG WALL OR PARTITION TO BE REMOVED. T -, EXISUNGHXTORE,EQUIPMEMORWLLWORKTOBEREHOVM. L___J Y m w U / 2 U Uj Ul •F1 Z V W Z W Z ry< (D ED /1 Z Q J G N U U LLI Z Z 00 W ZF-(D2 ��B// Q U) LL 0 LU LU ~ Z LLI U del Studio One, Inc. D Pullman Street Re Mesa, CA 9262E - 714.540.5000 - - 714.756UM13 <. w.netlelem.mm NODE XNEER OF RECORD 12.1-CPC DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN W1evy,-0 1 DI DEMO PLAN KEYNOTE SCHEDULE D7 CEILING SYSTEM TO BE REMOVED. DR EXISTING LIGHT FIXTURE TO REMAIN. D3 EXISTING TIHVAC GRILL TO REMAIN. REFER TO MECH DRAWINGS FOR COMPLETE INFORMAON u 4 ', \\ r0i GENERAL NOTES: I. ALL WORK.MATERIALS.METHODS. RE. SHALL CONFORM TO APPUCABLE LAWS, ALL GOVERNING BUILDING CODES, ORDINANCES, REGUTATONS AND AGENCIES. Z THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. USING THE CONTACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AMR HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, (UNLESS A SEQUENCE S SPECIRED BY THE OWNER OR CONTRACT DOCUMENTS( AND PROCEDURES, AND FOR COORDINATING ALL PORTIONSOFTHEWORK. 3, PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLION AND CONSTRUCTION WORK. HEIGHT AND BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL GOVERNING AGENCIES. A PROVIDE A TEMPORARY DUST PARTITION TO PREVENT OUST AND DEBRIS FROM SMILING ON ADJACENT AREAS NOT UNDER DEMOLTON AND AS DIRECTED, REVIEWED AND APPROVED BYTIE TENANT RTRESENTgTIVE. 5, THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT REVEVE THE CONTRACTOR FROM OTHER DEMOLITON WORK REQUIRED TO PRODUCE THE BIJUDNG MODFCATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONDUCT ONSITE VST TO VERIFY INVENTORY AND IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOUSHED AS SHOWN ON CONTRACT DOCUMENTS PRIOR TO BIDDING. 0. FOR DEMOUTON WORK AS A RESULT Of SITE MONRCATONS, REFER TO THE SITE PUN ON SHEET SDI.0. E. FOR DEMOLITION WORK TO EXISTING INTERIOR WALL$ AND FLOOR COVERING REMOVAL, ON SHEET DI -I. C. FOR DEMOLITION WORK OF EXISTING EXTERIOR BUILDING SURFACES, SEEM TO THE EXTERIOR ELEVATONS ON SHEET AN. Ab20501 A. d. FOR DEMOLITION WORK AS A RESULT OF ROOF MODIRCA110NS, REFER TO THE ROOF PLAN ON SHEET M. e. MR COLING FINISH REMOVAL AND SUSPENDED WALL MODINCATIONS, REFER TO THE REFLECTED CEILING PLANS ON SHEET OI-2. L FOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES. REFER TO SHEET DI -I, AND ELECTRICAL MECHANICAL AND PLUMBING DRAWINGS. R. FOR EXTENT OF DEMOLITION WORK FOR [FIGHTING AND ELECTRICAL, REFER TO ftKTROAL DRAWINGS. N. MR EXTENT OF DEMOLITON WORK FOR HOODS EXHAUST. VENTILATION, ETC., REFER TO MECHANICAL DRAWINGS. (. FOR EXTENT OF DEMOLTION W03K MR WATER, GAS. DRAINS, FTC., REFS! TO PLUMBING DRAWINGS. k FOR EXF MFT OF DEMO WORK TO LOAD REARING CONDITIONS, REFER TO STRUCTURAL DRAWINGS 6. CONTRACTOR SHALL PROTECT ALL EXLSTNG AND TO REMAIN CONSTRUCTION SHOWN FROM DAMAGE DURING DEMOLITION, FOR THE EXTENT OF THE DEVOLRON AND MODRCATION, PATCH AND REPAIR ALL ACCIDENTALLY DAMAGED ITEMS AS REQUIRED. R. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS R CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LOENSEO ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS. STRUCTURES, AND/OR TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WILL PROVIDE THIS WORK AS A PART OF THE BASE CONTRACT. B. ASBWOS REMOVAL IIF ANY) S A PART OF THE BASE CONTRACT, 9, IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERALS WRING DEMOLTION AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY ME TENANT AND ARCHITECT BEFORE PROCEEDING. 10. EQUIPMENT ITEMS TO BE REMOVED OR THE REMAINING ON THE CONTRACT DOCUMENTS SHALL REMAIN PROPERTY Of THE TENANT. THE CONTRACTOR SHALL PLACE THE EQUIPMENT IN STORAGE OR DEPOSE OF AS DIRECTED BY THE TENANT. WASTE MATERIAL[ SHALL BE DISPOSED OF IN AN APPROVED MANNER (CONSULT CITY/COUNTY AS REQUIRED). II. FOR PROSPECTIVE TENANT SALVAGE ITEMS REFER TO MECHANICA4 ELECTRICAL, REFRIGERATION AND HVAC DRAWINGS AND CONSULT TENANT REPRESENTATIVE. 12, CONTRACTOR SAVAGE ITEMS SHALL BE OPPOSED OF PROPERLY OFF SITE AND IN AN UPEOMOUS MANNER, 13. FOR EMENT OF DEMOLITION, CUTTING, AND REMOVAL TO EXISTING CONCRETE CURBS AND SLAB ALSO REFER TO STRUCTURAL DRAWNGS. 14. CONTRACTOR SHALL PATCH AMID REPAIR All EXISTING REMAINING SURROUNDNG SURFACE AS SECURE) TO MATCH NEW/OR EXISTING WORK. NEW FLOOR SUBS TO BE RUSH AND LEVEL. 15. SEAL ALL EKISIING CRACKS AT WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR AREA, VERIFY THE SCOPE OF WORK PRIOR TO BIDDING, 16, ALLTRENCHESTO BEMUSED WITH NEW CONCRETEANOFINSHM FLUSH AND LEVEL WITH EXISTING SURFACE DOWELS TO BE MINIMUM S' LONG AND AT2P O.C.. LLN.O, REFER TO STRUCTURAL DRAWINGS MR COMPLETE INFORMATION. IF. WHERE ANY PLUMBING, MECHANICAL. REFOGERATON OR ELECTRICAL ITEMS, LINES, FIXTURES, ETC., HAVE BEEN REMOVED, PLUG AND CAP PIPES, CONDUITS. LINES, CEILING AS NECESSARY i0 CONCEAL ABANDONED HEMS EFC., PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS REGUIREO. IB. FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF EXISTING DOOR. DOOR HARDWARE, DOOR FRAME REFER TO DOOR SCREW IE ON SHUT M.G. LEGEND ENSING WALL OR PARTITION TO REMAN. _ _ _ _ _ RUSTING WALL OR PARTITION TO BE REMOVED, EKS LNG FIXTURE EQUIPMENT B MILLWORK TO BE REMOVED. W a u Z t/ W Z 2 LLl Z coL.0/ � .L Z Q m J _� Of U w H j U) co �/^, �WF�5// Z Z o vI LL Q Q Z LU � o F. Q V U) W o W ~ Z W U del Studio one, In 10 Pullman Street He Mesa, CA 92626 71C. 0.5000 714]55.3013 DATE 12.1-CPC DEMOLITION CEILING PLAN DEMOLITION CEILING PLAN T wY j D 102 PLAN KEYNOTE SCHEDULE PI RECESSED FLOOR CLOSER: PROVIDE BIOCK-0LR IN SLAB FOR CONCEALED DOOR CLOSER, REFER i0 HARDWARE SCHEDULE P2 LINE OF SOFFIT ABOVE P3 FULL HEIGHT WALL P4 PARTIAL HEIGHT WALL PS GLASS 6 MILLWORK PARTITIONS BY G.C. PROVIDE STUD FRAMED WALL ABOVE UPTO ID'-S' A.F.F., REFER TO ELEVATION 3 A5.2 FOR ADDITIONAL INFORMATION. P6 NEW DOOR B GLASS PANEL. SEE DOOR L HARDWARE SCHEDULE A21 FOR INFORMATION P7 EXISTING PLUMBING FIXTURES TO BE REPLACED. SEE PLUMBING DRAWINGS. GENERAL NOTES: SYMBOL LEGEND 'Ilk 1. REFERTOSHEETAOAGENERA NOTESFORDLMESIONAL 4 _/ INFORMATION- OA STOREFRONT ASSEMBLY SYMBOL -REFER TO e 21 w 2 EXTERIOR WALLS ARE EKISTING. PATCH AND REPAIR TO LIKE 6 NEW CONDITION AS REQUIRED DOETO WORK. 101A DOOR SYMBOL-R9ER i0 MZ 3. INTERIOR WALLS SHALL BE OF METAL FRAME CONPRUCIION PER 61RUCNRAL DRAWINGS, U.N.O. NEW WALL 4. INTERIOR PARTMONS ARE S WIDE INOMINAL OIMaVSIONI- ACfUAL DIMENSION G SUGHTLYSMALLER. U.N.O. EYISIING BULLET RESISTANT GLASS tn S. PROVIDE HRESLOCKINGAS REOUIREDPERCBCSECULON7193 6.MR-OUT STRUCNRAL MEMBERS AND WALLS AS REQUIRED TO NEW BULLET RMSTAW GI -ASS CREATE HUSH SURFACE FOR FINISH INSTALLATION T/l'llJ% NEW PARTIAL HEIGHT WALL TO MATCH ADJACEW EXISTING WALL IN HEIGHT ABBREVIATIONS: P.O.S. FACE OF 5N0 WALL WX NOTE ALLgNTERKMWALSYMBOL - �ARETOBEWALLTYPE WJ U.N.O. YMBOL NLOjg ALL R OOM ARE TO B FFLLOOR TYPED U.N.O. I— Z W Z� W �Zo Q m (L z m J U Q - W W Z Z m W 0 ZF-OD2 2� Q_ U U) w VAULT _ O AROIRECi OF RECORD M WM T Mr, AI Il9 Nadel Studio One, Inc. -- 00 Pullman Street __ _ \ 3Cosfa Me" CA 926 wl T. 714.540�W00 Y , O � F. )14J553013 Ms IW 1 1 IP b 111 - NALL 1 NADE , (—` � ENGINF£ROf RECORD IG� f�f 139Y �1"c`K ROOM el I14 ■ . ■ SEAL d'.p• '.F 11'3' '$ I Y.1• 9fll APtpe n jj � a e. ly/raw �r Lb bl ISSUE DATE DEscRIPnoN 6 �r Mw [F.S v PROJECT INFORMATION BLOCK 4 (P b 9- DATE: U0.19-tl12 RV CHECKED B, RV CHECKED BY: CL MODE 12.1-CPC SHEETmLE N FLOOR PLAN SHEET NUMBER FLOOR PLAN �.� 1 Al al � r IIM/ rs N \ OSItldAA.R \ O lOb' IPS MILLWORK BY G.C. REFER TO INTERbR ELEVATIONS. SKPON, AND DERAILS 7 MILLWORK BY O.C..COUN'fERTOP! CORIAN'SILVER BIRCH'. REFER TO INTERIOR ELEVATONS, SECTION. AND DERAILS. MILLWORK GENERAL NOTES & PLASTIC IAMINAIESCH OULE A. PLASTIC LAMINATE FOR GENERAL CONTRACTOR SUPPLIED CANNER AND COUMER10P5: I. ALL CABINET HORIZONTAL SURFACES PL-I)SHAUL B@ WILSONAUPRCAOUMT 2J'ILEDSOAPSIONE'WRHATWUROFINEH.U.N.O. 2.ALLCASINE VENIICALSURFACES(PL-II5HAUBE: WIUONARTPR000OT4&9M-0IL®SOAPSTONE'WIIHAIEKNRE ANISH,U.N.O. B. PLASTIC LAMINATE FOR VENDOR SUPPLIED CABINETS & COUNFFRMPS I. HORIZONTAL SURFACES AT TELLER UNE.43BRIR'R . MANUFACTURER: WIDONAN, PRODUCT NUMBER: 4BB2-38 ('QUO SOAP'STONPj. FINISH:TEXTURED. Z APPLOAAON: VERTICALSURFACES ATTEllFR UNEANBFiOR, trTWx MANUFACTURER: IMSONARF. PRODUCT NUMBER: 79354V ('SHAGRCHERRNI. FNBH:TE%NRED. C. PROVIDE MILLWORK ENO PANELS AT TELIERUNE AND COUNTERS WHERE UNDERCOUNF ITS EOUIPMWT IS EXPOSED. PROVIDESUPMRT PANELS ON BOTH SIDES OF CASH DISPENSERS OR CASH RECOICLERS IN TELLER AREA O. SHOW LAMINATE PATTERN DIRECTION ON MILLWORK SHOP DRAWINGS. PROVIDE GROMMETS AS REQUIRED. E. VERIFY SREOF OWNER SUPPWM MUIPMEW PROR TO MILLWORK CONSTRUCTION. F. CABINET LOCKS TO HAVE ONE LOCK PER DOOR OR ONE LOCK WHICH CAN LOCK BOTH DOORS. NO ELBOW LATCHES. REFER M INTERIOR ELEVATIONS FOR MILLWORK KEYING LOCATIONS GENERAL NOTES: I. PAINT FINISH AT ALL WALLB TO BE W-I U.N.O. R WALL BASE AT ALL WADS TO BE W61 U.N.O. WD-I CTI 3. PROVIDE ALLOWANCE FOR GENERAL MUCH UP PAINTING OF CI -I SCUFMARUANODA OMAREASTOaMTINGPAINIED CTC-3B{T5 MCaO-CTS?DARKSURFACES. REVIEW ALLOWANCE AMOUNT AND SCOPEWIIH (DARK BRONZE( BRONZE) JOWNER REP. PRIOR iO FWAIIIING CONIR CTC{DG$CPT-ICPT9(FEATHER FLOOR FLOOR FFATHERflODR 110 UORHNSONFE HEATHER AS REOD SYMBOL LEGEND %% FLOOR&WALLRNLSHES FTS-I- CARPET TO WOOD FlS-I-CARPET TO PORCEWNiILE FRJ-WOOD iO PORCEWNiILE IDUNOIPUMCONCRETE UNH1 JOHNSONFE CIA-M-HT(BIACK) CPI -I FTS-5-CARPEITO UNOLEUM ;;;UIIIIIIN e'in'.H%:: i �1 lE PORCEWNTILE JOHNSONRE SSR-%%-J (BLACK) CPTCPTT�-i CONCRETE URHi JOHNSONIIE Cih%X-Y (BLACK) VCT FIi-9- VCT TO LINOLEUM FLOOR TRANSITION DETAILS I 33 ,,� 2 L-J DE 9 / 6 \ y d ` mE FE i- -10 11 L__J o o W L — — — J E J L JIII fII RIM IIIW �J .. IL - - F'I .� �' II_ III r IV� FINISH PLAN INTERIOR FINISH SCHEDULE WALL FINISHES PI -I IGENERAL INTERIOR PRINT MWUrA=TIN R Tm,1IW N NFICRE PRODUCT MRAWMEPBORNEIN RO0P-NNE CIXOR AGS'FWWGF0.ED TAM' FISH EG 'I MLIH 5E4 HTVLL SA N MEN 4d COORS &FR R3 ACCENT MIN MW1fKTUREA WENjAAN KGOPE PRW4Ci NM PLANT NFAWPIEHt IU XWIE FX(w HI LCIMC MW3ZwnuaussweaucOPrYunrwxtrm- EGmlEu ruNeH si RdM KCFMPgNi WHANONREA BDUNg E PRIXHICT TA PUM.WMEP&1RNEWTEMMPNNF C0.OR 9P111-LB'iN9TgIPF HIGH EGGg1EuwluBlfiu SEXISTINGINT 3 QF iO MATCH ApIACEN EXISTING INTERIM FNMR MwuEx IR CE �2 Z°pRO EO _ G RLIJ L PL)ITAT PMSCH PDIA PmvLIT HNWHIO HNIEN KpE611NG IOMAICN ADIMEN IX5REG WOUHONP£R M9GNIIX HANUCT Lum, IPCgICix #51%i to TWHO30' YENOOP ULCOICH CONTPCINAVE JAWi KOGFR CONTOCINUWEER I I ZG0750 EM:IM NOTE: SEE REFINANCED PEAL FOR IOI INFO ON NSIPllF]ION YM RTH 111001 WALL BASE MAV U'PCryRE4 IOHNSONIFE PROpUC1 'BCJITLT'L"WMtASE CIXOR 94001n K 4112'SNAT41U TOEJE551 CHIA OE�NERALCAREW FKIuKtY IN1NiACE ROTE LLC PRWUCi MEDIATORS PRODUCT 19Y5.ro]5R1 COLOR I23619 NC`C-HI, OTE 5DCMWF BACKING GTAKW CONTKT NAVE `ACTORIApF/OUHa CONIACI NurAER 512/5521ol CAA FOULER AREA CARNET -MVLGIGIUAER INIERFACE PRODIKT MHOLTANDIS2O COLOR 17IMA PPJCHA HIE Sp CMTtE 0%KMG .-IPERCUSNNSIOPG PWSI!II'3APGU CUSH NGRS iENHERiOM1(:. HCXW BETA ETN RM'SIKON IGCPT-1 CONTACTNUMT NCIOPI1JF/OWO CONTACT 01 CA-B ZONE FL COMFORi]ONE FLOATING TING CARP MVIUFMTURER BBdILETP21NCf i(iEF PR00007 ARON'tOUMGARPPVIIW RUDER 4Q1UCER f.OGMG PPWUCtn Bp1U]7 COLOR ITT ALWAYS FILTER IOBE9WMJp SIZE SE IODATE CARPET Ai IC TED IFDGNG RP K taJ CPR EDGING {C1 hC AND @TENT THCXCUNDER EDGING PAU UYNCNEH. MICI(IC+TEIj NON.SRIC P/O. CgrtA4I NUMtL uICTJL21IT UNO CSSITARATKIL CM1 TAN LgBYA MRCELAIN RCIL�Izf�fI TJRER MWIRKREFER EAVER TINCIDLICT ALLEA COLOR ORO SIZE 24"� 3/0" TnE "EDIT/$FH ER "IF CBP tl36J HAK1(CK GROUfiOINI IP6" CONIALI NUMM CHRISII2T MRIER Y3644PL i911 LOBBY L006Y ACCEN1TlE CENTIN PORCFIRIN MMIOF/CNRER EVEER PROpUC! NIRERGE "SCE B'm I^x31TVB GD/afR CB &HATIT KU Gk U RANI MfiNAMLLER 'ON h AE CH I L.H5 COrTP iNUIJBER 3SJd'µN%A BIT WALK OFFOMTE hVNUE/LTURER BGNHHNL LIMITED PRmxl INOWATOPRON WRANGEfLOCWHGF MA WrFf SIRIO CHARCOAL B A+ KUIVWl41 ALND _ MAADC CH IA CONTACT HPkf AAOCA6NJY CONTACT SHINER 1BL 6]B.]432X R1 lW-E IX HEET FLOORING OF 1U IIKYURER _ N1TlRTR(.V✓G WOpuCF MAinOREIIf-NNUPECOTE P4Guucr47 caxnFNI PZ PA4CNEGf SC SEALEDUH) CONCRETE CEILING FINISHES AS CHUNGPAINI MINI TURFR 1051WXN MCORE PNWUCi NkA WMEti00RNE IN mIjIPAMT COLOR NIRM RFPDY MXW COTWR 4IW WHILE Rmt E Tit..L HN19i.WA AJ ACCFHF PA181 MWVfICTUREk BFNIANN NbORE 'NUOLK:I PIRA WAEdBOpNEINTHPbR PLAN CO4O ,*11 Otn GL!.WY" FTN1 EGGSHELL FINISH 44 ACT -I ACOIttRCAICENXG MA+UFxNRfR mt,VRONG ROtucl - UTIrM WEN PLAN cxoR w rt 24J 4 EU(F 4/I BM GRID ICE KL Pj13-pl1A`NSIOrvH 1EESY5'IEM IW WHY WHI S ACT-2 ACO ACDUf9CALCFWHG (SOX CUSTOMER AREAS) NAVUFA:NRFP A4rJ. PRWIKI PLNI aR Wwre 312E 2II& ELGF IL"/4' 9/IE"6F/ELf9III GRq ,,. SUPPAFNE'FL 9/16 IXPL13LG TEE ElS1F1A GR'L FWL9N 1VHIlF W tn Z rn v W Z2 W YyS � O m IL Z Q m J U Q w WZZCO ry Q LLI 0 v! 0 U U) ~ W Z W U ARCHITECT OF RECORD Nadel Studio One, Inc. - --- 3050 Pullmen Street Ces1a Mesa, CA 92626 - T. 914.540.5000 - F. 714.756.3013 _ - mm.neaelaCcom - NODE ENGINEER OF RECORD SEAL 155UE DATE DESCRIPHON PROJECT INFORMATION BLOCK R DATE 09-19-2e1 DRAWN BY: RV CHECKED BY: CL MODEL 12.1-CPC SHEETTITLE FINISH PLAN SHEET NUMBER Al *2 ML GENERAL NOTES: _' I. COOROINAM ALL ROUGH IN LOCATIONS WITH VENDOR PRIOR TO FRAMING. 2 RBER TO ELECTRICAL DRAWINGS MR ADOMONALINWRMAIION. w Ul a u z W Z W YY> Zo `1 z Qom PS I � T \ L�M1'�A' W j LL V ._ a. .., P13 Q U) Q - -- - - - % LU W Z w m �- -� Q w o z P9 = O = z U LL X W 00 `� ICE W Z _ _ T W ' U P 4 ' ARCHITECT OFRECORD 1 ,1 ( t S 1 IB (Nadel swDID one Inc. 3050PUass Citreel Costs Mere, CA A2628 / 11 1 ♦ 1 ` !I 1 T. 714.M0.5000 F. 714: 55.3013 www.naEelarc.wn P7 Pic L-- PG Pill Fill NODE I ENGINEER of RECORD Ell PII I �I PII PI`` D F 7 ® PS Pit $CAL cLUR°P� ISSUE DAIS DESCRIPTION PROJECT INFORMATION BLOCK 1 pi111-MJ12 DRAWNBY: RV CHECKEDBY: CL MODEL 12.1-CPC SFeHTRLE Nii FURNITURE & EQUIPMENT PLAN SHEk1 NUMBER FURNITURE & EQUIPMENT PLAN B E 1 Al 03 PLAN KEYNOTE SCHEDULE P7 BEVERAGE CREDENZA: PROVIDED BY VENDOR. N.I.C. PROVIDE POWER A$ REpUIRED, PS BRANDING WALL: BRANDING WALL, PROVIDED BY VENDOR, N.LC. PROVIDE POWER AND DATA AS REQUIRED. PJ INSTANT ISSUE MACHINE. EXISTING INSTANT ISSUE MACHINE P4 3�35"LCD E�MEACX SCREENS: PROVIDED BY VENDOR, N.I.C. PROVIDE POWER AND DATA AS REQUIRED: PB E�MERCH DATA RACK PROVIDED BY VENDOR, N.LC. INSTALL PER OWNER'S REQUIREMENTS, PROVIDE POWER AND DATA A$ REQUIRED. Pd RELOCATED OR NEW EgUIPMENi: BYNENDOR, N. PROVIDE�RELOCATE POWER AND DATA A$ REQUIRED, P7 ILLUMINATED WINDOW BOX SIGN: PROVIDED BY VENDOR, N.I.C. COORDINATE LOCATION w� VENDOR. PROVIDE POWER AS REQUIRED. PB MILLWORK BY D.C.: REFER i0 ELEVA➢DNS AND FlNISH PLAN, P9 SAFE DE1051i BOXES: INSTALL SO BOXES TO MATCH EXISTING. PROVIDED BY VENDOR, N,I,C, P10 gUEING LINE SYSTEM: PROVIDED BY VENDOR, N.I.C. Pll RELOCATED OR NEW FURNITURE: BY VENDOR. N.I.C. PROVIDEFRELOCAiEPDWER AND DATA A$ REQUIRED. P12 COMFORT ZONE CHAIRS AND fABLF. PROVIDED BY VENDOR, N.I.C.N.LC. P77 RELOCATED CASH CHEST: P14 EXISTING BRG TO REMAIN: GENERAL NOTES: I. G.C. SHALL VERIFY OFFICE PENDANT LIGHT LOCATIONS WITH FURNITURE VENDOR PRIOR TO INSTALLATION. PENDANT LIGHTS MUST BE CENTERED OVER DESKS. ABBREVIATIONS: f.03. FACE OFSTUD RCP SYMBOL LEGEND NW UGHT: TO ELEC DWGHER REFER 10 ELK DWGSfORADDL INFO RUM qq�� EHSi. RED DWGS REfER TO RED DWGS FOR ADDL INfO REFER 21 Al RUORESCE4% IXXTINGTOREMAIN Q RECESSED CAN UGHT: REFER TO ELEC OWG3 FOR ADDL INTO WALL MOUNTED LIGHT FUTURE �2Yl LAY -IN FLUORESCENT: REFER TO ELK DWGS FOR ADDL INTO EXISTING TO REMAIN EXHAUST FAN: ®® 2k'Ulf IN FLUORESCENT: REM iOMKH DWGS FOR ADDL USED REFER TO EIK DWGS FOR ADDL PRO 0 SURFACE MOUNTED LIGHT FIXTURE REFER TO UK DWGS FOR ADOL INFO 2M3' LAYAN FLUORESCENT: (MATCH EXISTING) LIGHTED IXR SIGN: REFER TO ELK DWG. FOR ADDL INFO REFER iO EEC DIVOT FOR ADDL TIED e UNDSHCABINEF TASK UGHT: REFER i0 ELEC DWGS FOR ADDL INEO SUPPLY AIR OFFUSER: go REFER TO MECH DWGS FOR gODLINFO GENERAL PURPOSE STRIP TIGHT: REFER TO ELEC DWGS FOR ADDL INTO RETURN MR GRILL O CHUNG MOUNTED SPEAKER. RFER iO MECH DWGS HER ADDL INFO COORDINATE LOCATIONS WITH VENDOR SPRINKLER HEAD: �� RWF ACCESS UDDER: O LOCATE TO AVOID CONFLICR W/GRID REFER Mg M OTHER FI%TURES - REFER TO HRE PROTECTION DWGS FOR ADDL WHO M.15 ACCESS / CANOPY ACCESS DOOR: REfERTOe M.Id FT-4 ACCENT PAINT REFLECTED CEILING PLAN KEYNOTE SCHEDULE MAN EAGTURER BEN, MNMOGRE PI RELOCATED EXISTING LIGHTING: PRODUCT AURA WPIERBORNEIMERIOR PAINT ' COLOR HC'I1 OLD GLORY' FINISH IWl FINISH 524 _ Ell CEILING PAINT MANUFACTURER BENJAMIN MOOR[ COLOR AURA WADYMXLD COLLORS SUINR COLOR NIRMREAOY MIXED COlOR3'5UPER WHITE" FINISH IEGGSHELL FINISH 534 PILL EXTERIOMANUFACTURER PAINT PRODUCCiURER BEN RNIIN WORE PRODUCT AURA WATERBORNE INTERIOR PAINtn COLOR 1IO MATCH SHERWIN WILLIAMS SW?045' INTELLECTUAL GRAY' FINISH I EGGSHELL HNISH 524 ACT:E MANUFACAL CEILING MANUFACTURER ONSTRULTIMAONG PE COLOR WHITE OPEN PLAN COLOR WERE TIDE 9116 "EVEL EDGE INTFRLEVELEDIEGULAR GRID WHITE EXL 9/19'0MENSIONAL TEE S151EM GCO ACOUSTICAL WHILE ACi3 ACOUSi1CALCEIGX6 (NON CUSIOMFI ARMS) MANUFACTURER AR71"A PRODUCT 'ULIIMA'OPEN PLAN f(1111R WHRF ONG iATnE' �W •• IM _ +A'8'A0.. K'B AFF +BS AF.F LL ROME,uIRS I IT I Ta Ia ® 0 till r &I H. +fw ALF.F cou I+EH M' AF.. O � ACCE85 PI I - — -- - TIPAF.F.(BOFFIT)- — F�FI HW i NR'A.F.F (50.`FR) II I ® IL> NO'-ip Al I50FFlp 1-1 ❑ ❑ ❑ LJ a d b IIpII77 w All +14TA F. _ F + III - f 5a a 3 5 B' 5-TT ❑ 9 'L^ :'a♦ 4' 4'-I l /C' '-p` � 45" S '.N' SdY' � 43 59 4'-3" � ' } _ M - O O O 0 0 0 0 _ h, t P ne +94"A.F.F.(SOFFn) II +R' +7'-It'A,F.F.(90FFIT) ❑ Hl b_ PEHIdTUTERLKSM DOVE I SO N C5 REFLECTED CEILING PLAN ULu 1 I— Z o w Z� w Y�0 Q m [L z Q m J 2 OR U Q w w Z Z m w Q ZF-002 � Q V C X w wz w U Studio One, 714.540.5000 ]14.]55.3013 CHECKED BY: 0. MODEL 12.1-CPC SHEETTPLE REFLECTED CEILING PLAN SHUT NUMBER Al 04 ROOFASOCCURS. COMPRESSION NO. IF GA WIRE WUCN. HANGERS 4. UTERALFORCESRACING:HORQOMAL RETRAIMSSHALLSE EFFECT® BY FOUR NO. 12 GAGE RENNFRTFE3. STRUT, AT 4'4 OC. EACH WAY. WIRESECUREOTOT NNER WITH IN TWO INCHES OF ME CROSS RUNNER INTERSECTION I .. 12 GIE AT FRAYED 9 IN AND SPLAYE090 EESM CH OTHER AT AN ANGLE NOT E%CSDING 45 DEGREES ROM RRSIWRE FOUR ORECIIDA RE DROVER ARARI. THE PLANE OF iH LING. AST TFMTENTOIHEMANRUNNERSHALLBEIXTENDE MMO FASLENED iO 5 T. MEMO SUPPORTING THE ROOF OR FLOOR ABOVE. iHEARUi SHALL BEADEQU ORES E L COMPONENT INDUCED BY THE BRACING WIRE.THREE AMC AOCCURI HORIZONREB Ni ALL PLACED 12 FEET ON LETTER IN BOiX CIREC110NS WISH L TIE ERST INS OM EACNWAU_ATTACHMEM OFRIE REIRARJTWIRES TOTER M MAR, ttP. TENA SE ROORPIARS. SPACE: MAx Ci RE BEA ATE FORTHE LOAD IMPOSED. LATERALFORCESRACNGMEMBERS S BESPA UM Of61NCME5 FROM AIL NORIZOMAL PIPING OR DUCTWORK MAi WAL. 6-tr 12a' 12 Z' d'V G ED BRACING REITRANSFOR HORIZOMALFOREEBRACINGWIRESSHALLBE IR q E ID ANO TO THE STRUCTURE IN SUCH A MANNER THATTHEY CAN SUPPORT MAY. AU%, µA%, MAX, R11IGNLOAD FHOTIESSTAN20OPOUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER RDORAOCCWS i A SAFETY FACTOR OF NOTES: 5 PER EMBERS: FOR TIE CEILINGS. ENDS OF MAN RIINNFR% ANIHV(Xt MRARRK SMAI I RE I. SUSPENDED ACOAFTICALCEIUNG SYSTEM SHALLBENSFAJED IN ACCORDANCEWIIHME TEDi ETHERLOPREVEMTHEIRSPREADING. PROVISIONS OF ASTM C AM AND ASTM C AM. NNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER. AT TWO 2 VERTICAL HANGERS: SUSPENSION WIRES SHALL NOT BESMALLM MAN SIR 12 SPACED CENTWAUWRHCLEARANCEBfl EENMEWAUANDTHERUNNERSMAMAINMATME Ai4'-0'ONCEMERORNO.IOGAGEATS'-OONCENI ONGMCH µV EACH TNO OTHER WALLS, VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND iO T LIGHTING FIXTURES: SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. ANY COMINGaNOU L ALL LIGHTING FIXTURES SHALL BEPOSTIIVELT ATTACHED TO THE SUSPENOEDCEUNG SYSTEM. ME SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 1DDE OF WE LOSING EXPIRE WEIGHT SUSPENSION WIRESSHALL NOT HANG MORE THAN 1 JN60UTOFP R ACTING IN ANY DIRELTON.NO. 12 GAGE HANGERS SHALL BE ATTACH® TO THE GRID MEMBERS SLOPING WIRE OR HORIZONTAL BRACING IS PROVIDED. SUSPEASp PRE45 WITHIN 3"OF EACH CORN910F EACH fI%TURESANOEN FIMURB MAY UTWZE COMMON WITH.AGAINST DUCK OR PIPES. WIRE35HALL NOI AnACN TOOT D 2 LKiH1NG FIXTURE WEIGNING tESiHAN 56 POUNOSSHALL HAVE, IN ADDIRON iO THE MATERIAL OR EQUIPMENT. A TRAPEZE OR EOUNALEM DEVIL REQUIREMENSOUTLNEDABOVRANON0, 12 GAGE HANGERS CONNECTED FROM THE EXPIRE OBSTRUCTIONS PRECLUDE NRECT SUSPENSION.i ;NEE SUSP SUM HOUSING TO THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK. OF BACK TO BACK I I g1fW COLD -ROLL®CHASSE ;PANS ING 40'. 3. LIGHTING FIXTURES" CITING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE 3. PERIMETER HANGERS: ME TERMINAL ENDS OF EACH C IN WINNER SHALL STRUCTURE ABOVE BY pPPROV®HANGERS. DSCOBESUPPORTED IWINN. 12 GAGE WRE09 OFB'PRD HWALLOR CEUNG 4, PENDANT -HUNG UGHTING FIXTURES SHALL BE PERFORM DIRECTLY ROAN ME STRUCTURE ABOVE DISCOMINUIIV WITH NO. I2 GAGE WIRE OR APPROVEDW PROFIT. USINGNO. 9 GAGE WIRE OR APPROVED ALTERNATE SUPPORT WINOUT USING WE CEILING NP_AVY-0VIY PDR ILL�3IBOB SUSPENSION SYSTEM FOR DIRECT SUPPORT, BRACING FOR ACOUSTICAL CEILING/NOTES 1 No 13 SOFFIT WALL FRAMING PER STRUCTURAL DRAWING WIREHANGERS, TYPICAL f 51$PRIDED CLNG TILE REFERPLAIN ECIE CEILING PLAN FOR CDLING IHR. RYPE'%"GYP. ARD BOARD ROT/ OF SOFFIT REFER TO R6LKTED CEUNG METAL STUDS I6" WHERE PLAN FOR CEUNG HTS. SHOWN ON PLAN]. PER STRUCTURAL DRAWINGS SOFFIT DETAIL 12 ,,�, 2%IND. OR METAL STUDS IS 15" O.C. DOOR,SEE — DOOR SCHEDULE �`I � I9T16 INTERIOR DOOR HEAD / JAMB SIM, SCALE 8 CONCREIESIDEWALK (2%MAY SLOPE) OR A.C. PAVING WHERE OCCURS � THRESHOLD FEE FLOOR cj ' Aa CONS MTESLAB CONCRETESUB DOOR SILL DETAIL (EXT) SG E 4 a NOTE: MODIFY LIGHT STEM LENGHRAS REQUIRED TO ACHIEVE REOUIREDMOUNTING HEIGHT AT LOCATIONS WHEREDIFIRMUCCEUNG HEGHTSCCCUR 4 Si OFFICE FINISH R MR PENDANT MOUNTING SECTION E4 E 11 a.=r.D. ar ArosM MAA uW[s WP.MN. WFAFKA LI CNIO PRINTER I 11RN'ROLNIWG HI%EBWITH TNVIB REOIF4EO D.ENMNDETOOBSTRUITIONS REEDS TO CL EIS O M0 RE W IRFlAEM3 DETALB, PAGES JAND40i6 IIWFANT WINNOWS OMURS MILLWORK @ INSTANT ISSUE DOOR SCHEDULE ROOM NAME DIMENSIONS DOOR °' VINYL DOOR MATERIAL o "ARTS X AR ANODIZED MINUM 0 REFROM Flits F� p 'i' ESIYLE ALUM WIDTH HEIGNi WICK @i C ORS WITH CLEA PERED GLASS FUTURE PCB IT" D 3'-0' 3'fJ' TIT GLASS N/A OB TER HANDS.PCB ILIA D 3'O' WHO la GL SS N/A CB PANIC BAR OVABLE LION BEYOND H.M. FRA , GLASS DOOR DOOR NOTES HARDWARE NOTES AL=ALUMINUM 1.FUERIOR METAL DOORS TO BE I. COORDINATE PERMANENT CORE/KEWNG MANFRB GL,=GLASS GALV. a INSULATED. INSTALLATION WIN ARCHITECT. CONSTRUCTION CORE BY H.M.=HOLLOW METAL Q QICWLW I I" AYWNRYMBEGROUTED GENERAL CONTRACTOR. S.C.=SOUDCORE 3. NIB; 2 MOUNT CLOSER ON PULL SIDE. WD.- WOOD 3. PAINT INTERIOR DOORS B FRAMES PER FINISH 3 SCHEDULE. TIGER TO SPECIFICATIONS MR ADORIONAL P INFORMATION. 4. ALLOWABLE CLOSER PRESSURE SHALL BE 5 M. MAY. FOR INTERIOR 4, EXTERIOR OUT DOORS SHALL HAVE A SIGN ON AND EXTERIOR DOORS. ` OR ADJACENT TO DOOR, STATING:'THIS DOOR 5. DOOR HARDWARE TO BE OPERABLE WIN SINGLE EFFORT BY LEVER O MUST REMAIN UNLOCKED DURING BUSINESS LOCATED 0+ 37'A.SF. O HOURS', WIN V SIGN LETTERS, IN CONTRASTING S, HAND�ACTVATED DOOR OPENING HARDWARE SHALL BE COLOR WITH BACKGROUND. CENTERED BETWEEN W AND 44" ABOVE FINISH FLOOR.\ Z. PUT DOOR WAYS SHALL BE NOT LESS THAN 36' IN WIDTH AND NOT LESS THAN 6 8" IN HEIGHT, PROJECTIONS INCLUDING PANIC DOOR, STOREFRONT AND HARDWARE SPECIFICATIONS HARDWARE SHALL NOT REDUCE THE OPENING TO LESS THAN 3S I. ALL DOOR HARDWARE TO M ALA ACCESBIUIT CLEAR WIDTH. GUIDEUWD. B. BIT DOOR LEAF SHALL NOT EXCEED 4' IN WIDTH. HARDWARE SCHEDULE AT 13H"x41/2' ALUMINUM FRAME DOOR, SMSCHEDULE EXTERIOR v sDAE 7 STOREFRONT DR HEAD (JAMB SIM) 13/4"x41/2'ALUMINUM FRAME BEV on, IYP. N Ow F p MINIM THRESHOLD, O EI ON MPSi1C z � <� £ O'm TOPOFFLOORFINISH- a P REFER TO ENDS SCHEDULE WEATHERSWEEP TOPOFCONCREFE ROORSLAB n ~ ZZ 9 a 3 CO ONTRL JqM (SEESTILSDIRALI STOREFRONT DOOR SILL 2 DOOR TYPES BRACE PARTITION TO — STRUCTURE ABOVE WITH STAGGERED STUDS 0 AS O.0 COW. RUNNER CHANNEL — 1 SUSPENDMACOUSTICAL— TRE CLG. SEEM TO REFLECT® CEUNG PLAN FOR CEUNG WE WALLTYPEASOCCURS COW. RUNNER CHANNEL - WMPOWER DRIVEN FASTENERS AS REQUIRED SEE ROOM HNISH SCHEDULE FOR WALL FLOOR & BASE FINRHES 1 C_+ 1 TELEPRESENCE ra ® I p�� p 12, DOOR SIGNS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (ROD 959E>P9 FOR ADDITIONAL ACCESSIBLE REQUIREMENT, REFER TO SPECS. 1, SIGNS SHALL BE 1/4'NICK MIN. 2. CENTER SIGNS ON THE DOOR AT HEIGM OF 541' A.F.F. 3. SIGNS SHALL RE 06TINOLY DIFFS4E 41' MOM DOOR IN COLOR AND CONTRAST MODEL NUMBERS: WOMEN'S'R(PROWDEATSPACEWITHTWOTOBFIROOMS) MENS "BbA' (PROVIDEATSPACES WITHTWOTOILEIROOMSI UNISEX "840,11 (PROVIDE AT SPACES WITH ONE TOILETROOM] TOILET ROOM BRALLESIGNS ADJACENT TO DOORS: MANUFACTIRED BY: TUBULAR SPECIALTIES MFG, INC RMd1 PER&OV I. LOCATEONTH WALL ADJACENT TO THE LATCH SI�E bF DOOR. 2. CUTER OF SIGNS TO BE HEIGHT OF 5'Z A.F.F. SIGNS SHALL BE DITINCRY DIFFERENT ROM DOOR IN COLOR AND CONTRAST. MODEL NUMBERS: WOMEN'S 'EARLY' (PROVIDE AT SPACES WIN TWO TOILET ROOMS) MENY "BRIAP' (PROVIDE AT SPACES WIN TWO TOILET ROOMSI UNISEX 140-131" (PROVIDE ATSPACE WITH ONE TOILET ROOM) 3. SEA LE: GRADE II, DOTS =1/10' OC.IN EACH CPIL WITH W10-SPACE BETWEEN CELLS, RAISED 1/40. 1 Q 1 1 RESTROOM ACESSIBLE SIGNS INTERIOR PARTITION STUD WALL I ;;;_1,� 6 M" I1E. IIF S' CONTROL JOINT N 3 w000sHM s BACKEARW AND i00lNSFq{AM- ATCN COLORIWAT 001E SLOB, FIT. S 1% N" 1 STOREFRONT BULKHEAD 3 5 B.O. STRUCTURE 004IHUCTURE .. B.O.SLRUCIURE CONTINUOUS FIRE CAUL%AT TOP CONTINUOUS PRE CAULK AT TOP AND BOROM AT FIRERATED PARTITIONS ONLY AND BOiIOM AT FRERATED PARTITIONS ONLY N07: USE MOUH4UMSTANT p I GYP ON ALL WALLS IN WE AREAS.IE. RESTROOMS, JANITOR ROOM, ETC.11>1DWG08 N.REQUIRED. FULL HEGHT OR BRACED WALLS AS REFERiO STRWTURAL b " : SCHEDULED FINISH CEILING SCHEDULEDFINISHCEUING 3 W$F METALSNDS AT2Y'o.c. MAX. a- SCHEDULED WON CEUNG S5/B"METALSTJDSAT24"e.cMAX. TA /METAL STUDS AT 24" Oc. MARL PWDODSTUDSWISHEAMINGAi TYPEWOONLY) ' P-la ACOUSTICSATFINSUUTON HYPE WKI ONLYI &1 M ACOUSTIC BATT INSULATION ISYPE WJI ONLY] 3-1/Z' ACOUSTIC BAIT INSULATION HYPE WOO ONLY) /^ 5/B'T(PE'%'GYP. BE. EACH SIDE CONTINUOUS RUNNER CHANNEL 5/4'IYPE'%' GYP.80. EACH SIDE WITH POWER DRIVEN FASTENERS T.O. SLAB NOTE: L6"METALSTUDINIERIORPARTMON 5(0"TYPE %'GTP.BD EACH SIDE T0.SA0 USEMOLDRESSULANTGYPONALL WAILS IN WET AREAS, IE. RESFROOMS. ANROR ROOM, ETC. /,K HIGH NON -RATED L.O.SUB /� /YIJ\1YPICgLSS/B" METAL STUD INTERIOR PARIHION <,,,,,\SAMEASWK NON -BALED ^^' W/5I/2"ACOU CBAT NSUUTON /^.C\1YHCAL 35/B' METAL STUD INTERIOR PARTITION /. \SAMEASWJ SAME AS W% NON-GhT] ..n W/31 AST BAIIIN U MEN W� OMPGWB-ONESIDE //�� /„FUME At WQ W' 91 'ACOUSTIC BAT INSUATON / SAME AS WI 2%6 WOODSNDSHFAR WALL WAR OMRGWB-ONESIDE REFER TO STRUCTURAL DINGS WALL TYPES-CPCE,,�, 1 v W Z2 � LLI zo LL Z Q m J U w H �Q W Z Z m U) �Qoo Z w d V U) W W ~ Z W U Jet Studio One, IF 0 Pullman Street Ja Mesa, CA 926M 214.540.5000 714.755.3013 pf9 Aecy M 0. NI�Ac * e2n F uL1RRR LSSUE DAIS DESCRIPTION 12.1-CPC WALL SECTIONS & DOOR SCHEDULES SHEET NUMBER A201 v —� SPECIFIED FABRIC FASTENED TO I/Y SUBSTRATE WRH MECHANICALERTRUSION: BASS OF DESIGN NOVAWALLI?SpUARE WFLTLESS ROFLE EDGE. i NOVAWALL EXTRUSION FASTENED PER MANUFACTURER'S INSTRUCTIONS: FABRIC EDGE ®WOOD BALE GLUE METAL EDGE OF EXTRUSION © FABRIC MIDSEAM BUR JOINT DIGITAL MONITOR o,$ — REVEAL FABRICPANRTYP. SCHEDULEDPARTIITON P. ABGN WOOD TRIM O FABRIC EDGE®DIGITAL MONITOR OO FABRIC EDGE AT WOOOTRIM rrr, t I Q CDUNG/DWALL DOURID® ©TISIDE SOFFIT ABOVFABRIC 0 E TERMINATION O ER CORNER TYPICAL FABRIC FASTENER DETAILS 03° �p 12 13 TOP OF WALL 1D's' SCRIPT NE P1-E"E EP^AW PER PLAN % T I LW I PLIY\TL LLILp \ EO. 5'-0' Ep. BRANDING WALL ELEVATION W/ 4611 DISPLAY 4 F r I I I II I j ll I I I:: ' 1fYiNWN FPBRIePM'EL ATTAWINEMPER NFNUSACNRFASGlA0UNE5. I I:' I I: I I I I I I I I I I I `. I I I „; - Iw•x wR4BaErTYP. � SGXEDIAIDTRW _{ ev/gplopovlOa WNaSmBnV6'eJny BewrBvadetlns awm�.re SCHEDULED AR IO PARTITION BASE DETAIL 11 MEDIA WALL FURNITURE PLAN -0, $ SCHEDULEDPARTUX)N J PLWOOO BACMING BY G.C. I I SURFACE- MOUNTED SIGNAGE FXTURE BY I--� OWNER'SVENDOR- PROVIDE POWER. G.C. TOINSTAU it _i FABRIC PANEL AS '^ SCHEDULED ZF BRANDING WALL MEDIA WALL TO GLASS PARTITION L 1 �f ILE lip Lr� r J JJJ MEDIA WALL FLOOR & FLOOR FINISH PLAN UI V NOfr:LRE MOLD}RFSISTANT GYP ON ALL WALLS IN WET AREAS, E. RESTROOMS. JANITOR ROOM, ETC. SCHEDULEDnNISHCEWNG 3 51W METAL STUDS AT E1" e.c. MAX. 3-I/3"ACOUSTC RAMNSULADON {TYPE WGI ONLYI 5/B"TYPE R' GTP. BD. EACH SIDE T.O. SLAB WALLTYPES PRIVATE OFFICE PAINTEDGYPSOARD 3M"PLYWOOD BLOCKING. AS REp'D GWINGCHANNEL BELOW LINE OF SOFFIT MOW RECESSEDGLA➢NG CHANNEL FABRIC WRAPPED PANEL LOBBYAREA MEDIA WALL END TO GLASS PARTITION 71 EQ. Ep. �i C S i mE S Ell I� r ------- _________- / — ` LC COMFORT ZONE FINISH/FURNITURE PLAN sn,� 1 t7 W N Q 2 U z �w Z2 w Yzo Q mIz< m J �_ U ry w F. < LJ Z Z no U) < LU TLm Z�(D2 V w w~ w U 1714.755.WI3 F RECORD Studio One, Inc. _an Street _, CA 92M -_.5000 - .3G13 =n:.com — NODE 9HP �Ai U B. NL�� r a LR —IaT(f A spa Ft uf9o- ISSUE I DATE DE3CRIPBON 12.1-CPC SHEET TITLE COMFORT ZONE / MEDIA WALL PLANS, ELEVATION & DETAILS A5.1 TOP OF WALL PER AN FLOOR WBI PRIVATE OFFICE ELEVATION aB"=,w' TOPOF WALL PER PUN LOOK jjiI WBI REFER TO ELECTRICAL DINGS FOR ADDITIONAL INFO. PRIVATE OFFICE ELEVATION acuE 7 ESISfWG SUSPENDED CEILING TO REMAIN. EI5TNG MOLDING AND SOFFIT NEWMOMNGONTOPOF Exual NO MOLDING AND SOFFIT TO REMAIN. PRIVATEOFFICE WALL TO TO REMAIN. MATCH ADJACENT EXISTING. CELNG HEIGHT PER PfAN SOFFIT HEIGHT III PER PUN --- SOFTO HPGM PER PLAN I ® I COCK Panama CSIKR ER. I �61k 11' 1'fi• S._P. B' GLAZwGLEGENIY. NOTTS T=TEMPERED 1. REFER TO FINISH PLAN MR ADDITIONAL INFO. 14 2. FOR TYPICAL FABRIC PANEL TRANSMON DEALS. REFER TO /--" IF PRIVATE OFFICE ELEVATION scue $ MB „P• „2• �f LIB LIAM1�IIHATEAPPLIPLRII BUCK IH"%4"BLACK 4 OVER PANEL ENDS NEOPRENE MEUMINESPACER 114 &GLASS -MAT FILLER BELOW TO WALL AT PANELS 1/4"GUSS BUII JOINT JAMB EACH SIDE ATPANEIS BELOW A}CORNER-CLE.ARSEALAM U GLASS DOOR JAMS VGLAZING BUTT JOINT /\GLASS PANELS -CORNER BRANCH BCM PAN¢FASIENER- GLAZING SOfHi FRAMING REFERT DEAJLB LAMNATED EDGE ITYPI(FL-u) GUSING SANDWICHED S¢FTAPPING THREADED FRi WOOD BLOCI(ING BETWEEN LAMINATED PANELS (PL-21 Tp pqN INSERT -FIELD INSTgIIED CORNER BEAD, ttP 4 LAMINATED PANEL PREDRILLO] GLASS EACH SIDE UIL OV%SQm MI ALUM SILL & ANCHOR (BUCK i SCREW FASTENER FROM - 9 RNSNn- FASTEN TO FLOOR PER MR OFFICE SIDE RECOMMENDATION 57AINEO BUTTON OR __I'NY'ALUM CHANNEL rFFMSH FLOORING MUSHROOM PLUG TO HEADER (BUCK flN6N / MATCH PANEL-EASTHH PER LAMINATED PANEMFO RECOMMENDATION ALLSIDES&EOGFS (PL2) BRANCH BCM GVSING BANK OffICE PAN& OFFICE %1GLAZING PANELS - SILL rn1PANELS -TOP EDGE (A4NGLAZIy NG HEADER GLAZING PARTITION DETAILS Q II TELEPHONE IELEH DUP ONEUCK BELOW CREDENdA. (1) QUAD OUTLET (1) DATA JACK PETER TO ELECTRICAL DWGS FOR ADDIIIONAL L IJ FIFO. b DETAIL PRIVATE OFFICE FURNITURE & FLOOR FINISH PLAN, 2 TnPnFWAII L PRIVATE OFFICE ELEVATION,-0, 5 ■ 0 3 �J ' WJ ` S SIM. 5 8O0 BO6 BIM. ] SIM. I NOTE: FOR TYPIGL FURNINRE LAYOUT law' tD'lY' AND FLOOR FINISH TRANSITIONS, REFFIRTOO PRIVATE OFFICE FLOOR PLAN 3nPl r 1 � / W U Z (V M1 W z2 WO Y Q m z Q m J Uy Q L W y w�/ZZDo U) I.J_ Q LU C) ZIW-O(52 � Q U U) W X W Z W U ARCHITECTOFRECORD Nadel Studio One, Inc. 3050 Pullman Shoe: CLlafa Mega. CA 92626 T. 714.540.5000 F. 714]55.3013 WWw.nadalam.mm NODE ENGINEER OF RECORD SEAL ✓9 b N B� MIA ,.tee `(SF * 19]R1 � CAI,Re� ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK B # 12-TOR DATE W-19-2012 DRAWN BY: R CHECKEDBY' CL MODEL 12.1-CPC SHEETWILE PRIVATE OFFICE PLANS, ELEVATIONS & DETAILS SHEET NUMBER A5.2 SCNEWIID P + + + + WO EXISTING WALLAS 71... OCCURS. SE£STRUCnRALDVIGS. MR HEADER SIZE .,. PROVIDE UNIFORM GAP KCY ONALLSIDES Y ,. I WWI I MAIM.NN GAP FOR VENTLATON (' SCHEDULED LCD DI 5/6'GYP. BD.OVER 3/4" PLYWD.N scHEDUL® SCHEDULED PARTITION PARTITION HEAD DETAIL AT E-MERCH DISPLAY 110 ;`=1, n ------ __-IL 5/6GYP. BD. j— SCNEDULEDUCDDISFLAY PLYWD. OVER SCHEDULED P PRCVIOEUNIF ONALLSRIES JAMB DETAIL AT E-MERCH WALL 9 EXISTING CEILING. AS OCCURS. PER PLAN -- N55'LCO DISPIAT 55'LCO DISPLAY 55'LCD DISPLAY BOOR Y ELEVATION NorEs: WB-I I. REFER i0 FINISH PLAN FOR ADDRIONAL INFO. TELLER LINE ELEVATION - 551I E-MERCH DISPLAYS DETAILED PLAN AT E-MERCH WALL s 4 I� 0 `I WEN mace min.a ulredlarocla9on. INTERNALLY IUIIMINAIED LOGO, PROVIDED& INSTALL® BY SIGNAGE VENDOR COORDINATE STAND-0F LOCATION WIN GLASS SUPPLIER DETAILED PLAN AT BRAND WALL $ MITINGWALLAS OCCURS. SCHEDULED FINISH CEILING, SEE RCP I I • I I to I� I r� I I Wn I I TIP Q II � MI Z WQ a 6 SCHEDULED BASE OVFR la PLYwooD SECTION AT E-MERCH WALL $ S� I Tov If ESA DUPIbN POWER OVn ST ou elxurt._—._.�___....,__— MOLATEDiOVIDEO MARKETING SYSTEM EQUIPMENT HOMERIIN TO DATA ROOM EOUIPMENi RACK r_—__—_—___ -- _ _ EDGE OF VI 7 V , ���� L WALLEG R INTERIOR EL S - U"T o I//JJJ SY �I/4" OR POSITI VIDEO DOE 114 O SCHEDURUE D I' OPENING OPENING W O O EDGE OFVI _ p _ _ p UNIT ISMAL SPECIgm U VIDEO DISPLLAA/Y���V//////III EDGE OF VIDEO DISP �EDCEOFIH RECESS L 'A'-REFER iO VIDEO DISPIAYSCHEDUIE �VIOED DISPLAY &YACREI FASI£NER AREA IIJ REMAIN UUrAX OF OBSTRUCTIONS -PROVIDE SOUO BLOCKING AS REED.. VIDEO DISPLAY SCHEDULE WEBTNRII I I UNIT&M IRW-0MOPEMYp VEYPI• 1 NI£PRIFIWPPUIb FCfl 16VNIW:OBLREBIBPE WE0W IF11FPoMEWYLYMIN H RFaNWNlN:I6R�la RBtCx1ExEN.IHF6CPFEx6pE LCD DISPLAY - OUTLET LOCATIONS DEO DISPLAY ESS. REFER TO EVAPONS ON AND UT FOR FINISHED LYMENSIONS DEo DISPLAY LEST NRSHOWNI DJACENT LAY UNIT NISHED WALL O O SCALE SECTION AT E-MERCH WALL 7 II II II II /tn c�\� II II 55" E-MERCH DISPLAYS, PLAN DETAIL, & FURNITURE PLAN, 5 Qv > d 17 5J I O I IM1111,�1■1■mill �,■1■1■1■1■1■�■1■1■1■I 'IMP uj Ln m u z �•F W V z2 W Y z Q IL Z Q in J U Q W^, LX�SL/I z Z CO v / I.J_ LLI Q Q C) Z O L ULnw W. E W z W U ARCHITECT OF RECORD Nadel Sludlo One, Inc. 3050 PURNIen III Costa Mass, CA 82626 -_ — 714.540.500E F. 714166,2013 - WWW.INdBRM1'.CYXII NODE ENGINEEROFRECORD SEAL a� �H a } NIE '� # Pnl`(e52 # ¢AISiaF' ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK JOB 0 R-IN DAM NBAH2 DRAWN BY: RV CHFEI BY: CL MOOR 12.1-CPC SHEEFTTLE TELLER AREA PLANS, ELEVATIONS & DETAILS SHEET NUMBER A5.5 INTERIOR ELEVATION KEYNOTE SCHEDULE ITT BASE CABINET: PLASTIC LAMINATE BASE CABINET IPL-II BID BASE CABINET LOCATABLE: LOCKABLE PLASTIC LAMINATE BASE CABINET IPL-I 193 UPPER CABINET: PLASnC LAMINATE UPPER CA&NET IPL-1I IN UPPER CABINET- LOCKABLE: LOCKABLE PLASTIC LAMINATE UPPER CABINET (BE 1) 115 OPEN SHELVING UNIT: OPEN PLASTIC LAMINATE SHELVING UNIT WITH (1) ADJUSTABLE SHELF PL-1 IRS COUNTERTOP: 1-1/2 THICK PLASTIC LAMINATE COUNNERTOP IPL-II 117 BACKSPASH: 3/4 THICK PLASTIC LAMINATE BACKSPLASHIPL-1) RB SUPPORT PANEL 310THICK PLASTIC LAMINATE SUPPORT PANEL IPL-I LEY SINK APRON: REMOVABLE PLASTIC LAMINATE IPL-I I SINK APRON Ilia WIRE MANAGEMENT KIT: 33/4" BRUSH STRIP WIRE MANAGER KIT - "BRKITI" AS MANUFACTURED BY DOUG MOCKETT 1211 GROMMET BYGC: 3" DIA GROMMET 1112 GROMMET- BY FURNITURE VENDOR: 3" DIA GROMMET FIELD INSTALLED BY FURNITURE VENDOR IE13 SHEEP. PLASTIC LAMINATE IPL-q SHELF IE14 HANGING ROD: IE1S CABINET INTERIOR: ALL INTERIOR SURFACES NOT EXPOSED TO VIEW TO BE WHITE MELAMINE FINISH IE16 ADJUSTABLE SHELF: ADJUSTABLE INTERIOR CABINET 3HE1FT0 BE WHITE MELAMINE FINISH IF17 DOOR/DRAWER RULE THIS DRAWER: PLASTIC LAMINATE IPL -II II CLOSURE TRIM: PROVIDE CLOSURE TRIM AFTER EQUIPMENT IS INSTALLED. PAINTTO MATCH WALL 1E20 WINDOW SILL: SOLID SURFACE WINDOW SILL lni AIM UNIVERSAL WALL OPENING: M WIDEx 55 HIGH lam WIRE SHELVING - HANG TRACH 4C' #358310R BO'I#3 ) MAX LOAD HANGTRACK PER VETTE-CLOSETMAID OR EQUAL- LENGTH AS REQUIRED IBA WIRE SHELVING - STANDARD: 46' #3585) OR 84" IN3586) MAX LOAD HANGTRACK PER IWLE-CLOSETWID OR EQUAL - LENGIH AS REQUIRED BEST WIRE SHELVING - SHELP. 16"DEEP x JET #3570I OR IT (93671) HEAVY DUTY PER MAR-CUMUMAIDOR EQUI LENGW AS REQUIRED USYS WIRE SHELVING- BRACKET: MAX LOAD BRACKET Ip35B21 AS MANUFACTLI BY CLOSETMAID OR EWAL 111211 ADA.COMPLIAHI SINK R FAUCET: SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMA➢ON 1127 NOT USED IE211 WATER HEATER PLATFORM: Iw MOP SUCH SEE PLU ING DRAWINGS FOR ADDITIONAL INFORMATION IERU MOP SINK BACKSPLASH: I2I 24" WIDE x AS HIGH 16 GA STAINLESS STEEL SHEETS MOUNTED TO WALLS WITH STAINLESS STEEL SCREWS 1931 UNDERCABINET TASK LIGHT: SEE ELECTRICAL DRAWINGS FOR ADDRIONAL INFORMATION N32 SAFETY BANDING: SQUARE PATTERN SAFETY BANDING FOR APPLICATION TO UNINTERRUPTED FLOOR-TU CEILING GLAZING. 'SWAREBANDING" AS MANUFACTURED BY ARCHWAY MARKETING SERVICES. INC. Il35 PENDANT UGHD SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION C HER I O a SEE FM IV b ITS 0 O q a SECTION @ TYPICAL CABINET 1,-0, 5 NOTE: UPPER CABINETS OF ARCM SHALL BE KEYED ALIKE (KEYED SEPARATELY FROM CABINETS IN REST ROOMSI 4A &L I SECTION @ TYPICAL CABINET 1 EQPUE 4 will INNER s ! P.M. . 1 om o i � _ 17 �II�I F of 03 O1 05 OE 07 ABCM / WORKROOM ELEVATION IEa O 2 I'Ji'• OE OE OE W OI Be OE OR M —_-- u i h 9 Y I I I I ABCM / WORKROOM PLAN 1 A-vLo- j _' Ilk LU Ln U F- r�T Z v w Z2 W Lo Y �z0 W I..L Z Q w H Q w Z Z m (n �Qoo = Z H Q U U) Of W o w ~ Z w U Tel Studio One, In 0 Pullman Street Ito Mesa, CA S2828 714.540.5000 71,1.755.3013 BO ANG� Y}'y P2 Gl\E• ISSUE DATE 06CRIm10N 12.1-CPC SHESTTIRF ABCM PLAN, ELEVATIONS & DETAILS SHEET NUMBER A5810 i'$MAx WIDM bx m' SE11N SIIMPSON'SET-0. EPDX(®N'oa MIN RUDINT EXIST BLAME • VAT STAGGERIM MIN 1 W CLR Me . 1� PLACEMNELSATCENTER OFE%IST4"SLAB MATCHOUSTO-MIN) O O 0 � MW®16'MN( MIN rc-m000 GRANULAR FILL COMPACTEDTO H% MAC DENSITY NOTE('. f. OMMCTORSXPLLOETERMINEWPEOFWSTND3LAa.W0 W RNPOSTT IF USTIN$LINES 3, CONTRACTORQJGINEEP IF FASTING SLAB IS NOT MINr WKCONALLNOTIFY MIN 4'TXICNCONVEMIIXUL 94B 0 BE 1 HIb1 )USHOT PIN @ I]" UNLESSNOTED NAPES E3R-f9B) STUD TO TRACK tALTERMTE TO W HI NGI N8 U. + CHARM w IAO 1"-114' CHASE-0p\,w.iA0 CHASE-0B NJ.1 1"mot'-O CHASE-01 AU.1 6"u14LFNGMOFME SrABWEPR BNfM1^GMMY,IiHINYY SOTEEMIGHEVERIS OF GPP, SFARTERWALLONLY CCNi IPACKiO WTCXJ013T5QEW LWIA mMTMCNATILPOFWALL GREATER WJN TEE 046' O C. MLY: PROVIDE ANGLE PxPx SAMEWA3SN0P SCREWSTOEASTUD&1 HY WAEWTO ATFAGNMEMPFR NJTEBELOW LONGATB" STUDS(' LONG ATB' 2' x NM STRAIT EALX SIDE OF IOP6BOTTCSIDFFACNJdfl SN0.4 V S m SLRFN3 TO STUD WALL SCREWeI TO FACN3rUD COMPARISON 61RN(@ I3'N DL. 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M10 scREwarDWwoo DR METH 9T1105 HILTS XJU NET PINS TO CONCRETE OR MASONRY (OCLESUR-299) CONT.9 Gl1APLKOfl COIp MSTEWAETOPAND ROIIm QVNXEL APPOm AT TOANOWTTPULLY Tl nESOFJO.T MANNE 4WNB=NN FULLY UUANABCREWS AATBLCCOM N]BLOCENGMUCIN GROW G) I$PmUIRm �Mall NOEIl WALL9NDS wryT/3 FACxFwIaE H,Vf M,'REW INFACHSMD FUw Mx.lewlA.Agc6mcarm. MAl o TPAtKr LGxC#REIMNBNoIN51DE SPACING. CUP WWGESOFIPCGK<' FROMEACNfNo. BS10 TAACKAT CLIPPED HANGEO.IOWiEbOCI(IXG Pi HR6FBAY AOF= TO PERPEN ICULAAWALLS.R6'tl 0f SO MCCMVGSNLLL BEflAMEOEPM SEXUAL CEILING JOIST BRACING 4 CHASE-12 CIM%NIN LENOTN 1 mBARAW1uFNTiO OF TEE mB RUSSIA, REPYJrR_9EE WACMNFR IS LESS 11 al V51t 3{'GYPBO 11 HµpEAµlpE0g8PUY B�I NE 1100 I 1 1 11 SIEINIHOT ACm WITH 1 WDNINIIR WP 11 MAINgUNNORM IAi!'ACHMBT CCWAFCAU 1 CHOSE RONNUE 0 WNLAMDLE ATTACH APBs BM.S.0 s3"O.C. CEILING SUPPORT AT WALLS 1" VLO' CHASE-13 BOX BEAM LINTEL SCHEDULE OPENING WIDTH STUD SIZE TRACK SIZE 6'-0"OR LESS 2-362SI26'33 302TI00.33 ooariOD33 OVER 614"T010'-0' 2.6DOS13743 302TIW33 600T10033 OVER IG'-0'TO 14'4" 2. 8WB137-43 (50 AN) 300TIOD-5B 1. WALL(SOFFIT) ABOVE LINTEL SHALL NOT EXCEED N-Ca 2. SEE BOX LINTEL DETAIL FOR ADD'L NOTES 3 SO.I OF FLING IN LIEU OF B,. 1/2. SCREWS SOUOTRACKBRI GNGDEPTH6 GA TO WATCH 57UPS / CUT&SENDWERS OPDOGING&ATT STUDSWJ(2}bM (IFb$DREYJ@fVNGE TYPICAL E9$IOE V=1'-0. CHASE-0B CUT&SENDWESS@EA,END OPBRIDGING&ATTACHTO BADS W OHNSCREWS 5W0MAGKM WING ATBAFH IS OOF WALL EACH 910E OF DOOR OR WRIOJW OPENINGS& AT SHE M1NX FORM (4'-ar MPX.YERI.L 20 W x 1 L("CONIIXUOU55TMP FPLH $NEDF WALLvd IN3LAEW t0 fACN SOLD TDEACH PIECECE OFSWD BRIDGING 1"PILOT CONT. TOP UNPUNCHED� TRACKSAMEGAOE.Wo SIZEASSTUDSSR TYPICAL SPLICE DETAIL SEETYPICAL CARNERDETM. SEE TYPICAL BROGINC DETAIL METYPICPLSILL� CONN.DETAIL WNT. UxFUNCHEO- TRACKSAMEGAGEAND 912EA59N089g ttPICALSPLICE DETAIL )PNGBNpi WIDER MACKTOPANO JAMB3ND9AME QAGEPND WE BOTTOMSMIEOADE AS WALL SM4E(IGAMIN) PS.6N0 WAIL• MFJ1 I � 11III `III NMELW/ GOCUTM'O DOUBLE MD BOOK: 1 WEB9CONNECTEDTONMO HNTEL-$EE SNGATYP SCHEDULE H 01 TRACK _ _ ___ MREWS024'O.C,. TOP B BOTrOM 1YP 8 012 SCREWS w WHARD 0 m' O DOUBLE JAMB N SNNHTyPICAL) ELEVATION SECTION TYPICAL BOX LINTEL SUPPORT CONNECTION 1•=1'-0" CHAISE-VISESL WEB OF BILL, BEM CONNOTEDTON STUDM303SLRE I TYP III $ILL 1-SCREW EACH FLANGETOJAMO: SCgEWB WHERE ADDL JAMS STUD ARCO SILL OR HEADER DETAIL I. A 1'A. ---------------- B( ✓f Z$I I y 6 WC BOx LINTEL BOX LINTEL \ / OPENINOWIDTH I / OPENING No BERNOTER] / BILL \ SRNOTER \N\OR 1t MAN. O. =a / 111 -i��SO �AOOIICNAL STUDS PIACEDBELOWNL CONCENTRATED WAASTYPICAL. VOTE: I. HEADER SILL TRICKS - SAME IRIGAMTHA$BTUDS. L $EE BN YMEL SCIII FOR SMFS, GENERAL REQUIREMENTS 7 ME CONTRACTOR SHOL VERIFY ALL MMENSIONS ELUSUAGNS, AND Siff COWTIONS BEFORE REFUND WORK AND SHALL NOTIFY ME ARCMTECl/ STRUCTURAL BEGUN IMMEDIATELY OF ANY WSCREPANCIES. ANY OM UMN OR CONFLICT BETWEEN THE VARIOUS EUSAEIDS OF ME WORKING ORMANGS AND/CR SPECIFICATIONS SHALL SE BROI MA TO THE ATTENTION OF ME ARCHBECT/STRUCTURAL ENGINEER BOOTEE PROCEEDING WITH ANY WORK W AFFECTED, 2. NOTES AND DETAILS ON ME DRAWINGS SHWL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DEfA15 ON THIS SHEET IN CASE OF CONFLICT. 3. ALL CONSTRUCTION AM) QUALITY OF MURALS SHALL CONFORM TO ME REQUIREMENTS OF ME IATEST BATCH OF ME WADING CODE, AS ADOPTED BY THE TWA GOVERNING AUMODFES. 4. WHERE CONSTRUCTION DETI ME NOT SHOWN OR WORD FOR ANY PART BE THE WORK, SUCH MAILS SHALL SE THE WE AS MR SIMILAR WORK SHOWN ON ME DRAWINGS. WHERE SUFFICIENTLY GMIWi WORK 15 NOT SHOWN, ME ARCHITECT/ENGINEER SMALL BE CONSULTED FOR CUAFIGTIOM 5. ME CONTRACTOR SHALL TAKE ALL NECESSARY PRECAMWS TO LOCATE AND PROTECT ANY UNDERGROUND OP CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED, PRIOR TO BEGINNING EKCAVAII 6. PIPES, DUCTS, SLEEVES, CHASES, ETC., S1WL NOT BE PLACED IN SOARS, SUMS OR WALLS UNLESS SPINUICALLY SHOWN 09 NOTED. STRUCTURAL MEMBERS SHALL NOT BE CUT MR PIPES, DUCTS, ETC.. UNLESS WHO) OTHERWISE. ME CONTRWLOP SHALL OWN PRIOR APPROVAL FOR NSFALATION OF ANY AODINIXYL PIPES. GUM ETC. 7. FOR ALL MECHANICAL AND ELECTRICAL MUTANT IN EXCESS OF 250 TES., THE CANIRWTOR SHALL COORDINATE EXACT WOODS AND LWOMPOW WMI STRLETURAL SUPPORTS N ME NIGHT THAT ME EQUIPMENT DEVMAIES IN WEIGHT OR LIMON FROM THOSE INDICATED ON ME STRUCTURAL PIONS, THE ENGNUR MUST BE NOTIFIED AND APPROVAL OMEN PRIOR TO INSTALLATION. B. TEMPORARY BRACING SIWL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH ME STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH AVOIDING SHALL BE LLFT N PLACE IS LONG AS MAY BE REWIRED FOR SAFEL(, W UML ALL ME STRUCTURAL ELEMENTS ME COMPLETE 9. WRING AND AFTER CWSTRWRON ME CONTRADFO.R AND/OR OMAN SHALL. KEEP LIONS ON ME STRUCTURE WITHIN ME LIMITS OF ME DESIGN LOAD. 10, NEITHER THE OWNER NOR ME AACXIIECT/STRUCTURAL OWNER WILL ENFORCE SAFETY MEASURES OR REGULATIONS, ME CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING SNORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE MR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, IAWS AND REQUI MNS 11. ANY CITRONS OR SU6IRUTENS ARE FOR ME WNIRACtOR's WNVEIBIQIIS. HO STRUCTURAL CHANGES OR MOSRTIRIONS SHML M WE IN THE HELD FROM ME APPROVED CONSTRUCTION DOCWENTS UNLESS MR APPROVAL OF SUN CHANCES OR SUB5IIMIWS IS MIAI FROM ME STRUCTURAL ENGNEER. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES, ALONG WITH ANN' AWIONAL COSTS. REPAIRS AND CWRCINATON WITH OTHER AFFECTED ITEMS SFMLL BE THE LEGAL AND RADICAL SOMMEalwTY OF ME CONTRACTOR Sal SUMONTEALTOIIS HALVED. 11 A RWIS%RED CALL ENGINEER SHALL DESIGN AND BE RESPON50IE FOR ANY SUPPLEMENTAL FABRICATION MUMS OF BURdNG COMPONENTS. A SWlI BE ME RESIT WMLUY OF ME COMPONENT FABRICATOR TO COMPLY AT H ALL AP%ICARE REQULATENS AND TO OBTAIN APPROVAL FROM ME NECESSARY GOVERNING AGENCIES ON SUCH DESIGNS. FAVOR TO MWIAUCTION AND/OR FABRICATION OF ME ALTERNATE COMPONENTS, ME DESIGN SMALL BE REVIEWED BY ME STRUCTURAL ENGINEER OF RECORD FDA CONFORMANCE WITH THE STRUCTURAL DESIGN AR APPROVED FOR BUILDING PERMIT. STEEL STUDS FOR WALLS I. ALL LOAD EFAAING STUDS SHALL. BE ASAP ABSI-CAT WITH 40,0E AGE TEND SiREM ALL OTHER STUO MATERIAL SHALL RE MD00 ASK STEEL. OF STANDARD COMMENCLAL OUAWPL 2. STUDS SHALL BE'C' SHAPE SPACED AT 16 IN. ON CENTERS WSIMUM. THEIR DEPTHS AND WE SHML BE AS SHOWN ON DRAWINGS. TRACKS SHML BE 16 WE ARM MINIMUM {WINE WIDTH OF HKI CONNECT NW -BEARING SIRES TO TRACKS SAM #10 WE SCREWS EDAM PLUNGE BEAR NLL WEB SECTION WITHOUT PUNCH DIU AGAINST TRACK AND NEW WEB COMINUWSLY AT EATERER III 3. BROGM SHALL BE COLD ROLLED CHANNEL A MINIMUM OF 1 h4 DEEP WIN Ne' FIANCE LMON FOR WALLS SHEATHED BOTH SEES. CONNECT ROLLED CHANNEL BREBING TO GOLD BY CUP ANGLE WELDED TO STUD FLANGES SPACE MIMING AT 4 HT. MIMMMUM O.C. VEABCLLLY. 4. BLACKING SHALL BE ATTACHED) TO STUDS WITH IB CAGE CLIP ANGLES. ADD STUDS AT ALL JAMES TO REPLACE STUDS CUT H OPENING. 5. ALL CONNEMONS NOT SHOWN SHALL BE PER MARUFACTURER'S RECOMMENDATIONS. S. ANCHOR TRACK TO COMCREE HORN FASTENERS USTEO BELOW, LOCATED r MINIMUM FROM ANY CONCRETE EDGE, AT 16' MAXIMUM O.C. (46' O.C. FOR BOLTS) ALL ANCHORS SNALL HAVE I.C.C. APPROVAL WITH A MINIMUM OF TWO (2) QULrS OR ORDERS PER ANY TRACT( SECTION. Uj Ln I U V LLI Z� LU Y Y> Z oB IZ M� LL Z Q Q N w W Z z m (n �Qoo Z H U L o X u- LLI z Z LLJ U RCHITECT OF RECORD LIMMID M&hm SIMPSW PNNMATC RCAPM-1W ACC-M W-2-2-2B11 SILpSW POWER /POPD KC -ES M-21M 1 q* 1050 HILT POWDER /1(U ION -ES EAR-2190 I A' Studio One, Inc SHOWN S1 OWN %F# STRONG -HALT 2 ICC-FS MR-3037 2 )P Pullman Street AR SPECIFIED IN SECTION 1702 OF ME BUILDING CASE, ME ENGINEER OF RECORD MAY BE REGARD TO PERFORM WNAIRUCFEN OBSEHATION. CWSTRUCTIW OESERVATEN SY ME ENGINEER OF RECORD WES NOT WANE ME RESPONSIBILITY OF WAY REQUIRED SPECIAL INSPEMONS AS SPECIFIED IN SECTION IN AND SECTION 1704 OF ME BUILDING WOE, OR INSPECRCAS BY THE B OUR OFFICIAL. I. HILT 'HIT -RE 511 INBULLED PEN I.L.L. M-2322 2 SIMPAON 'SET-XP' INSTAL ED PER I.C.C. OR-2508 3. ALL EP(Wf ANCHOR INETWTONS SHALL COMPLY WIN ME SPECIFIED I.C.C. REPORT AND ME MANUFACTURERS REWNIENWTENs. 4. ALL Eaton ANCHOR IHISTMIATOW REWIRE SPECIAL INSPECTOR. 5. ANY ALTFRNATM TO ME WINE ANCHORING SYSIELS SHALL IMVE A CURRENT I.C.C. REPORT AND BE SURIMIM TO ME GOJERNIHO JUbSDICTION AND ME ENGNEER OF RECORD PRIOR TO ANY RSAILARW. BUILDING CRITERIA GOVERNING WE STATE OF REGISTERED ENGINEER STAMP 2010 CALEORNM WOW WOE CALF 714.540.5000 714 7553013 NODE RSH RNGIN%d'RING, INC. CON"" E sTRucIGRAL cNC"S 171m'M OFl tMlro, sullF doe SAN =. G 831E) PHONE (00) 173-:TIE (am) 673-Nt( WAP AD CON e 12.1-CPC StIEETioLE GENERAL STRUCTURAL NOTES & DETAILS S0M1 BOX BEAM LINTEL SCHEDULE CHASE-N m AN FP m M FP ]Bx81250 MOB o m FOR TOP WNNNf110T 91XI1CNAE ABOVESFE pE}AU 1x 11 1➢ 610 61.0 61A COMTPAOIfWsn09GRRY3ro 00%BEAM®1FPHOMO F TOT(NBBiNOf J01JOSTbT MORRIS GIST PFA $BXEOe 810 PINISHFSµCTMM NMPM I ISE-I T "No D1AA1d1µS ACE TOSTRLCTUREABWEAT A'(EMAXSEEDEML6 S 10 310 81.0 VOIDANCE MIN 4A BLOCK 619'0 SMPSON ARE CLIP MIND I roRDlwscfFrt o BRACING BFE iA 910 S N*UHFSrv: BOTTOM COHN PER TOP CONN PER 91 P iB 1s S1A B10 51.0 IXISFROOFFRAMING 3lNWd3BTW5 a IV SOFFIT WALLS AT EXISTING FRAMING cxPSEai BLOCK BETWEEN EM4TFUMINGPER 1i S10 I PIE-T-' WNr YRO"TOPTRACKW HObCAEWFAsp1ET0 FABTw b OF O a IN SCREWS®IS GN[)(WN'A'W4M191 1]; SCAEWSiOCOMLA EXISTING SLAM M� &PEq Xy]XA1''6'M4.�L'0 SiMP90N8Mp10.BGli1 fAB®=xY'INM 64B•w USED I IT-V4E 'KOPXO &MI m ]B]61BB]38N0601B" fORTOPCCHX10IXl9T 9ThGCNNEA&JYEfiEE G µd FJ{I6TINGOELx EXISTING DECK 1] 18 IB 310 9f0 SLO 4fIG$CRFWS R xOOA x P'0IS-0C. x0GALONGLEGTRAOK IIt� wl'Yj'09T30NUBOLiR EID8CALM w,BiO S.TRONGBOLT] NIOSCREW 1+ GYi"USED)ORYB'B EACH LEG GX'EEIBFOI ORX'0 iN'AO%i!Y-� EACH LEG InEN HG ].Y'EMBEO ( OFTPACK TITEN HO RX(' ENABLE) MMTO ] OFTRACK /3 ��}} INTOEACXPLUTE �1 if IBGALONGIEG1RACHt LI E�MO BCPEW6 To EAtx 4 CplrtmOpLK l %]5101.UBNO9®1f ]IxB1]SMM1103011" STUDS PARALLEL TO DECK FLUTES STUDS PERPENDICULAR TO DECK FLUTES cExwG, Flxnx9epND 1RN xmsxD.w HANG +1n'-ra' NNEL AT RwP%AreeXNm GVEIN3ro0iCIUNXELW MOx1�8CAFWb®1ti0 CdRkiOPMATE IMIN3PENWµL3EGYENO CONTWOFLPx CMSEdO CHASE RI CHASE-29 HZnAS.T&HAV SCROWS it TO OEWX SEAM TO FA9TUp O'FM105CRELhS®1YTOBCXBFAN e.n9x1Y'WA ®11^.paDEAM TOWlnil SAFE DEPOSIT BOX 4 POSITC XSI OFMODU SAFE DEPOSITBO%(SDB)THCONS FASTENTOBPR VED CONSORT STENTO APPROVE➢FOR BON( 9TEELT000NCflETE NOTE. PIA7SUMCIDGMN3 LBEWDRUMMWINTIESOB UNITS MANUFACTURER. PLATES SHALL BE PLACED BROW LEGS OR RUNNERS ON EACH SIDE OF EACH WB UNIT. DOUBLE WIDTH PLATES MAY BE PROVIDED AT BACK TO BACK UNRS. SPREADER PLATE DETAIL I - VIE CHASE20 /D /MEfLL5TU0 r PROWDE CBL, END STUDS, MTH SIFORCE 1L�Y/q PERPLM' BUPPORTELITFM / (� 1 i �11RTYP. EXTEND BACKING PL TO NEXT FUu SUPPORTED ED OEM. 34Tx DS MINI BUPPORIE➢ffEM.]SNOB MINIMUM C x i6 G4 METK iPP.CK BOCpNG F LATE - wrefuTTFN FLANGESNssxavx. FASTENM3YA FUi XFAOSCREW9 AT IMERMFDLATE 6TU05 w/ eILGNIKKV AT GYBFIATHEAD 'urawllvw SCREWS AT COL END STUDS BTUOBLOCHING.TOPAND BOTFOMLAME STUD WALL, IYPICPIIPICAL. i BP x 16 GAL METAL TRACK BACKING PLATE I Y E3aAr NEpn scREWs®d•rn TRACIL TOSTUDNAcaNp,tDPd3orIDM B 1 ATTACH BLOCICNOTO SN08 PEfl 80.1 Art= SECTION NOTES I WKUNQ 3UPPCRT LOCATION WALL. BE COORDINATED WITH THE BOB UNITS MANUFACTURER, NI CONTRCTION98HALL COMMON TO THE MANUFACTURERS REQUIREMENTS z, CONNECT NOR RACK UNITS. WHERE U9EO. TO EXISTING CONCRETE VAULT WINGS PER MANUFACTURERS RECOMMENDAnQNS OR WITH Me B CONCRETE SCREWS WALL SUPPORT AT TOP OF SDB UNITS 1"=YC CINSEa1 "\ \ TO SIAPIRLINd MIST 9LWHTlLRN3' \ nOMNRN3 \` IMEAENp WITMN 11fC \` ' WITHIN I IT 1I1'pIA EVESLREWM IN GA. EVESCREW wI HArvoERWI 1114'PENETMTsal IIw PENETRATION CRSMAYWIFE HANGERISPLAY WIRE TO BLKG HANGERISPLAY WIRE TO SUSPURLIN CIN Wn GTE LtMIA'IOIIIA<'EPYENFSSEiDWgFG GHFNS CW@ECDEKEsUtt9t roµypPUOl•OI•JP0p0SFTTHW9TJ/ MEE3 EWl:ldHH•EIMLRTEIIE'YS9T3LAW1rN1 I®CNF' LEILIN3WIREAEMSLY,T3FHMLWNbEP MINEILI FSEOE MMECIF IM(CESR.20M F QWOECKvIAREREDIMFU RrvSAT EO GSN OTN OF OFCKISEIN'aGPE41FA,. TOP OR BOTTOM WORDS. HARDER WIRE UP OSE 9VMSET SOC+35CBONG HANGERWIREOR 3TIGHTTURN3 SRAYWIRE CLIP ASSERISLY, 1-1I5'MIN. SPIAYWIRE WITHIN I DOE EMBFDAENT, IICCOESR1109I HANGERISPLAY WIRE TO METAL DECK HANGERISPLAY WIRE TO (JOIST SUSPENDED CEILING HANGERS $ P.T-0' CHASE -Ye $1.0 I. MO STRONG TO WOOD OR UGHi GA META N GCREW f� 1 HILT( W SHOT ADD TO CONCRETE OR EACH LEG OF j/ TOGA. LONG LEG TRAWW STRUCTURLLSTEEL TRACK x FASTENERS TO EMST 3. FASTENERGSWLLLB5$PACEDATMA%. TYa.c. JA METALBN09 OR MINIMUM x PER SUPPORT V PER PLAN EXISTING DECK a RRIW SGA LONG LEA n%.0 TODEGK rl OSSCREW TRACKMwLTI%U' EACH LEG 9HOi PIN61M0 PACK LEG OFG LEG TRACKM OFiRACK EACH RME. EACH nuREOTRACKWGTOEAGHI f5 NETPLSNDS PERP FER PLAN STUDS PARALLEL TO DECK FLUTES STUDS PERPENDICULAR TO DECK FLUTES FULL HEIGHT STUD DETAILS P=xP Wass al. ALLOWABLE WALL HT. TABLE— NON -COMPOSITE' ImameN Nvo 1roc. ICoc. I 2e0.0. Y3d1xb18 11F 11'.Y 1 BJP JINS' 12433 MFY ITS PSQ91xS3s W4. 'N'-0' ffi3 B IM-33 AI'N 35OP 1 ffi% HEIGHTS Y5E1) ON AOEAECTIONll OUT OF 1120. ON GA STUDS ON AB PBPIATATN: LOAD 15 G491'UOBOONOR NFLY Ai8NOS5UPPCRTINGCLG JETS ALLOWABLE CLG.ISOFFIT JOIST SPAN TABLE' SUCIPM NNNIM 1roC. I8'oG I WOO =125.SS NONE 1'.11- TAF 64' 38%1" Nwrt mroMr 11'4' C.T T-1V 3MUS-39 Aux wm P 119' WUO 9'Y BM mas 1 Me"WATS In%xl 16V IT-11' TN. BW IV4$ 1xp6uppxls Inpwne 18'C 1@d' 1TY AD IQA KNOMUPORM AAwn AXE 21'tl 1YF *UNI vury UK Uu wL Umm ON U I NM W • METpLSLUDSSJOI5T59HNAEEMAAWFACTUREDEYMEMSER50F 'SBMA' AGGES NFnd069P1 • SPNTEILIN OONA SRAONTC ETAILOFIRAOss{N O.L•10PS LL • 9EECEILINGJ019i SRACIHO'DETNLtySDt r=P.r tn u VOTING EXISNNO STRUCTURE STRUCTURE \ Z �G W v G z SUSPENDED L iY > ♦� LO AV 3325125410143 z O v! BRACE®A'-0' N `^ (MAV IFNpTH 1tld") / (� LL� ll �N TC G`' P v • 0 Z < 816^vh'asiu0s®N^ LL `l � � U IS'TYPE%'GYPRD C 1 I I a Ly b B6 MTXFAC9CREW8 • I C I Z Z CO N GABOTioM TUCK SUSPENDED CEILING wRY / L.L Q Q DROP CEILING - SOFFIT DETAIL Z L1J O O V-1'F CHASEit$gip l /\�/ ("x(Na",EoLW V L.1� ® X LU FF"HIIrRI�N SLCPINWNUPI]1�Ik1FNT z iM NEMSCREvi3 I 1 I BU9PLNWN LL.1 G d�W%9APWUN E I 1 AG0.MIH METAL 0 SIDOBMLE 9NOBMCE WALL PERPENDICULAR WALL PARALLEL ARCHITECT ©F REcoxD TO SUB RL— Il NS T SUS U' caxwETEm'ER cpvrPElEamR _——..—_-. MEPµ LECX� METALOELK� — _ 3el Studio One Inc 0 Pullman Street Ae Mesa, CA 92628 7145405000 7147553013 N.naaelam,wm - NODE CHASE 17 V, 10 ENOINEEROf RECO,S) R H RNUMVE WO /NC. DUNG BMCEEASII E W WAL PER PLACE EACH OIRECTONAT EA SS1 _ CORNER OF W" S Wv BO%LINTEL `GLABNG WALL PER ARCHL�\ `9N1 WHERE C CCULS 910 ry TUFXG VRUCTAM ENGNEFA 1)IB0 MA DELVMPO. SUITE 306 SAN GOOD. CA Gxl» PRONE (M) 073-8416 FAX SNGU 57e-441S CONT TOP TRACK. WWX.REH.cGM NO SPLICES NOTE e DO GET ATTACK ANY ADD'L YEWCAL LOADSTO LINTEL BENT It 100a XT x IF x 3J$ WIDE W"10 SCREWS TO TOP TRACKS 4 FASTENERS TO EYISTING WALL I. 010SCREYJSi0 WOOD ON META STUDS 1G.1_l.l A. 1 HILT (IMESN9TIZZ19) EIEOR IL 1. 1. MASONRY IICCES ESWx9891 SHEEP TIIL6 REMODEL x FARMERS@ HE INTO EXISTING WALL DETAILS 00 STUD SHELT NUMBER S%ISTINGWALL ATTACH ENT F EWIN gOPpWLYFORATTACHMMNTOFNEW WAlIb INTERIOR WALL SOFFIT TIE TO EXISTING e sloo RCHDAB I ELECTRICAL ONE -LINE R RISER PANEU30AR0 MULTI-SERION (SEE SCHEDULES) PANUBDARo (SEE SCHEDULES) m I �� AR.A^11IX� TYPE p�NO RATINGS TRANSFORMER SHOWN TYPE AND RATINGS p5 SHOWN ( SOON SWITCH 1225A CIRCM BROADER 1 3P MTING A$ SHOWN � 3P RATINGS f5 SHOWN `I 2ppA5 FUSED SWITCH 1 3P R4TING,POLES AND [4] 2WAF NSE TYPE AS SHOWN FRS [�] CIRCUR IDENTIFICATION -SEE CIRCUR SCHEDULE ® GROUND FAULT RELAY Q SHUNT TRIP mpA ®M UpUry MEfFA (AS REQUIRED BY UIIUrvJ CURRE GENERAL ELECTRICAL NOTES I. ALL ENDS OF CIXIDUR SYSTEMS SHALL HAVE A BUSHING pF A COUPLING NSigllEO FOR THE PURPOSE OF PROVIDING PROTEGTON OF CONDUCTORS. 2 ALL HOW VOLTAGE WIRING IN INACCESSIBLE pRFJS SHALL BE INSTALLED IN METALLIC CONDUIT. 3. ALL WIRING FOR THE PURPOSE OF EMERGENCY SYSTEMS SHALL DE INSTALLED) IN A SEPARATE CONDUIT SYSTEM AND BE COMPLETELY INDEPENDENT 4. THERE SHALL BE A SEPARATE IDENTIFIED NEUTRAL INSTALLED) FOR EACH EMERGENCY LIGHTING CIRCUIT AND/OR EXR LIGHTING CIRWn. 5. AT LEAST TWO CORNERS OF EACH LIGHT FIXTURE (CEILING GRp SYSTEMS) LULL RE SUPPORTED INDEPENDENTLY FROM ANY OTHER SUPPORTING SYSTEM, fi. P11 FLUORESCENT POSTING SHALL BE PROTECTED BY A MAXIMUM OF A TWENtt (20) AMP CIRCUIT BREAKER. ]. ALL GREENFlFLD SHALL CONTAIN A PROPERLY 56Ep GREEN GROUND fONOUROR AND SHP1L NOT EXCEED 51% FEET (6') IN LENGTH. 8. ALL BRANCH CIRCUIT CONDUCTORS SHALL RE CONNECTED BY MEANS OF A $CREW TERMINAL. 9. THE CONIINUNY OF ANY BRANCH CIRCUIT CONDUCTOR INCLUgNG ANY IDEMIFIEp GROUNDED CONDL'ROR SHALL NOT OFFEND UPON DEVICE CONNECTIONS, SUCH AS LPMPHOLOERS. RECEPTACLES, ETC., WHERE THE REMWgL OF SUCH DEVICES WOULD INTERRUPT THE CONRNURY. 10 OE -PAYING OF NEUTRALS IS PROHIBITED. I I. RETERENCE UG11T SWITCH COVER PULE SCHEDULE ON SHEET E1.0 FOR COVER PUTS TYPES. COORDINATE WALL COLOR rvPES WRH ARCHITECTURAL PUNS. RECEPTACLE COVER PULES TO BE WNIIE 12. ALL JUNCTION BOXES FOR SIGNACE SHALL BE PLACED AS CLOSE 0.5 POSSIBLE TO CENTER SIGNAGE. 11 EXISTING CONDITONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT E%AC( "AS -BUILT CONDRIONS. FIELD VERIFY ALL EXISTING CONORIONS PRIOR TO SU8MR11NG FlNgL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WRH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. GENERAL ELECTRICAL DEMOLITION NOTES I. REFERENCE ARCHITECTURAL DEMOU110N PUNS MR EXTENT OF DEMOLITION WORN. ]. REMOVE ALL RECEPTACLES, CUTLET FO%E5, UGM FIXTURES. CONDORS. JUNCTION BO%E5. AND CONDUCTORS ASSOCIATED WITH THE SCOPE OF DEMOLITION BACK TO THE ORIGINATING PANELROARD. ABBREVIATIONS q AMPERES MITI MAXIMUM X AMPERE ELSE KA MINIMUM CIRCUIT MiPALm ARE ABOVE FINSHm FLOOR PCs MNN CIRCUIT BNV%ER MC AMRAE IN2RRUPRNG CURRENT IRAN MOP UISIRIRMDN PANEL AWG AMEBICµ WIRE BADGE MEN MANUFACTURER RXR RRVJtEB MIN C CONOUrt Mm MVN LUGS ONLY R CURRENT TRANSFORMER MOP MAXIMUM OVEPpJgRENi cm aosm nR<urt TELEWsrox PRmELnex cXr ggcurt Mro MouNlm cu wPPLB, corvOETgsmG uxR N/A NOT roPucgelB cvo cu4uuvrE VOLTAGE DROP Mc nor m CONTACT ON GOWN NIL XIVM LIGHT w EMEBcvxr a ON CENTER ETR IXISTNG TO REMVX OS OCCUPANCY SENSOR £ALP FlRE A4R4 CONTROL PµfT pNL PANEL FICA FAULT 4LgREM PMPS pNLBO PANELBMRD FF FlHISNEO FLUOR PROVIDE NRNIEX MO INSTALL M NLL LOAD AMPS qCR RELEWgCLE FIB FLOOR ART RCOROP UNIT GC GENERAL CON1BAGi0P sr s MIPoP GFCI GROUND FAULT CI TX 1WWsfLRMEq INIEFRUPIEP TW TYPICAL c cxouxD urvo uxlsss uolm oiHERMSE ONp GROUND VOLTS) m rsourto cxcuNo w WIRE Isc SHORT LlRcmr CURRENT Wp wuTHrnPRooF Je auxrnox eox R-sOx aurvrnox 1mx Mmtl ooV 41RCLMR uIL4 YMA MLwOLT-AMPS kW MEMYAR KILOWATT-HOUR IF mFPA FEET 11 1 ' tn (� Z Z 2 W YZo Q m d z Q m J U W 1¢-�JMQ W Z Z m W J cc Z O G 1: P: _Q U o XW W Z N Uj NJ U ARCHITECT OF RECORD Nadel Studio One, Inc. 30M Pullman Boost Costa Meea, CA 92826 T. 714,54D.5000 F. 714.755.3013 wwW.na0elarc.c0m NODE ENGINEER OiRWORD HENDERSON ENGINEERSN SSdRWIpIHe RM®I AddaidowiI m Po1It? NOBS F N3 it? NMI w�.Wwe+�4 UTILITY TRANSFORMER I]59WIN1 rµ �1208Y/1zW. 30. 4W SEC LJ EAT M4mD MSH _EKTBUOR (EXISTING) IV L8KINGESi! -- " _--- 400AMPs 20eY/Izw 3m aw --� EIECfeICAI 4CDA 3P 12M C 22pp5A C 225A aPcw �E6STING) �f%IS11NG) ?up SRNG) � �-17-IL ALL DISTRIBUTION EQUIPMENT IS EXISTNG TO REMAIN 00 SHOWN FOR MILE DAM DESCRIPTION REFERENCE ONLY. CD _ _ PROJECT INFORMATION BLOCK O3 p 12-oW LATE Oe17-2012 DRAWN BY: OOP TOTAL LOAD ADDED TO EXISTNG SERVICE 22 KVA =fi3 PMPS O 0o rs'Q CHEC%EO BY: JAR 20BY/120V, 3 PHASE HRH H] Eu nu MODE 12.1-CPC SHEEP TITLE ELECTRICAL LEGEND, ONE -LINE, SCHEDULES AND GENERAL NOTES SHEET NUMBER POWER ONE -LINE DIAGRAM NODULE E090 BOILI4NG ELECTRICAL MINIMUM 73 125% NUJ Ln T NID MAN T), TYPE PANELBOARD: L (EXISTING) FAULT CURRENT: REFER TO ONE-uNF DIAGRAM EQUIPMENT GROUND eLrs BUS AMPS: 225A AIC RATING: 1W00 FULLY RPTFD• MAIN $IZE/ttPEI MLO SERVES: GENERAL POWER VOLTS/PHASE 480Y/2JN, 3PH. !W MOeNTINC'. SURFACE SFCFIOX: 1 LOCATION. ELECTRICAL fl00M CKT N0, DESCRIPTOR YpLTAMPS PHASE WIRE N0. BKR AMP P P BKP AMP WIPE N0. WLTAMPS PHASE DESCRIPTION CNT NO. A b C A B C 1 UGMING - TELLER AREA 1,000 � � E% 20 1 1 30 EX I,000 VENTING - VAULT ] ! LIGH NG TELLER AREA I,000 - E% 20 1 1 20 4000 UGHIING LOBBY { 6 IIGHNc -NIGHT LIGHTS 1.000 Ex 2a t 1 _E% 30 E% 1,000 UGHnNc LOBBY e ] ucHT NG -Aim 1,DOo Ex rzD I 1 zo Ex I;ao0 ucnmm TELLER LINE e 9 LIGHTNING -COVE I,000 E% 20 I 1 20 IX 1,000 UGHING TEu£R LINE 10 11 LIGH LNG -COVE 1,000 EX 20 1 1 30 E% 1.000 LIGHPNG TO:L7 14 I! UGHIING -COVE 1,000 E% 20 1 1 20 IX I,000 UGHIING - GOVE 11 1D LIGHTING -COVE 1,000 E% 20 I 20 E% I,000 LIGHTING -COVE le 1] LIGHTING - LOV 1.000 EX 20 I _1 1 30 E% 1,000 LIGHPNG - EXR 0 1e ExIsllru; Low Soo Ex rzD I z Is Ex I,aoli Cu Ms $ 41 EXISTING LOAD 500 EX 20 1 1,000 Y1 $ LOLLING - bRIVE MRU 1.000 E% 20 1 2 15 EX 1.000 ALL IY6 4{ fe ucHnac - cANpiv tcp0 WIA [x -za I I,CCp $ x] ucM1Nc - CAMPY T,GOD <_Ex rzG ' I I 1 I 2D zp Ex ex 1.000 I,Bop REfEPT - NONE MpcNwE ReGE T - PUMP y $ 4i ucM1Nc - cANmPv LGOO I€z rzo !1 RECEPT -DATA Sop 12 3 I 30 EX zo Ex I,000 A/C X3 'J1 $ RECEPT - E-MERCH 500 12 20 I 1,000 !{ $ RECENT -TELLER E-MEFCX 500 12 20 EX 'i zD 1 - $ !] RFCFPT - MICROWAVE spo ]20 REcim $ !p FErEPT -COFFEE Sq0 L. EX 20 EX 20 I I 1 1 30 E% 20 EX f i ]20 1 600 RF:F'T - FDF ID RE'P -WATER NUT'R IS N kFf,EPi - ^AFHAGF OISPOSq:. 600 SUBTOTAL 5,600 5,500 b,00p 6p20 6,T20 6.60G 5UHt0TAL TOTAL PRASE A - VA 12,220 LOAD WNN. VA DF LOAD CONK. V DF AMPS N COOLING 1,G0 REFRIGERATION 100 TOTAL PHASE b - VA 1222G HEATING 0 SIGN DISPLAY- L25 AMPS a4 VOMING 22:OOD T25 KRCHEN 1.00 TOTAL PHASE C - VA 12.600 RECEPTACLES 1.440 A EXISTING 1.00 AMPS PS MOTORS URGE MOTOR 1 25 TOTAL DEMAND TOTAL PNIBD - VA 3].040 SUPP HEAT 1.00 :SHOW WINDOW 1.25 42.540 VA AMPS 45 m5C EQUIP 6,000 tA0 LTG TRACK 1AO 51 A PANEL80A4D NOTE! EX - EXISTING CIRCUIT TO REMAIN N -PROVIDE NEW CIRCUIT BREAKER 1. ALL [IRCUR BREAKERS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE LTG TRACK -TRACK LENGTH *FIELD VERIFY AND REPORT ANY 05CREPANCIE$ BACK TO ENGINEER FOR EVALUATION SIGH (SPLAY - $GNAGE & DISPLAY CASE SEBVIICE LOAD lUYIUM BUILDING OCCUPANCY TVPE'. R BUILDING SQUARE FOOTAGE: 6.000 SERVICE DESCRIPTION 20BY 120V. 3PH LOAD DESCRIPTION Connected KVA Demand FACTOR Demand KVA HV C -SUMMER 3243 100% 32.43 HVAC -WINTER 0.00 1008 0.00 LIGHTING PER NEC-220 22J2 1259. 28.40 RECEPTACLES 23.4] 100RI50X 16J4 MOTOR LOApS 29 37 100% 29.37 LARGEST MOTOR LOAD 1, CERTIFICATE OF COMPLIANCE (Page 3 o1 4) LTG-1C PmjN Noms. oat.: Chase Bonk Remodel 91 21)12 INDOOR UGHTING SCHEDULE and FIELD INSPECTIDN ENERGY CHECKLIST FlII In controls for all spaces: a) area controls, b) multi —level controls, c) manual dayllghting controls for dayllt areas > 250 fi automatic doyllghting controls for daylit crams > 2,500 ft2, d) shut—off controls, a) display lighting controls. f) tailored lighting controls — general lighting controlled separately from display, r mental and display case lighting and g) demand responsive automatic controls for retail stores >SQDOO 112, in accordance with Section 131. MANDATORY UGHTING CONTROLS — FIELD INSPECTION ENERGY CHECKLIST Yield 1lnpeer Type of DwcH Gen Number of Units Location in Bulldin Posy Foil Dual Relay Wall. Mounted Od; Sensor 2 01Cses SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 o1 LTG-1C The local enforcement g cy should pay special attention to the items Specifined in this he kllst. These items require spa al warithen justification and documentation tl special verification. The local enforcement agency determines Me adequacy of the justification, antl may reject a building or design that otherwise samples based on the adequary of the special justification and documentation subrril Fleld ImpoWm Holes or Discrepancies: INDOOR LIGHTING MANDATORY MEASURES: BUILDING UGNIING SHUT-OFF THE BUILDING UGH LNG SHUT-OFF SYSTEM CONSISTS OF AN AUTOMATIC TIME SWITCH, WITH A ZONE FOR EACH ROOK, rXl NOT APPUCABLE OVERRIDE FOR BUILDING UGWMG SHM-M J THE AUTOMATIC BUILDING SHUT-0FF SYSTEM IS PROVIDED WITH A MANUAL ACCESSIBLE OVERRIDE SWITCH IN SIGHT OF THE LIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED BOX SQUARE FEET. LX1 NOT APPLICABLE AIEm MC CONTROL DEVICES MMnM LI ALL AIROMA➢C CON70L DEVICES SPECIFIED ARE CERRFIED, A11 PLTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. NOT APPLICABLE FWORESCENT BALLAST AND LUMINAIRES CERTIFIED 0 ALL FLUORESi FUTURES SUBJECT TO CERTIFICATION AND SPECIFIED FOR THE PROJECTS AND CEREFTED, NOT APPLICABLE RIDIYIDUAL ROOM/AREA CONTROLS Q. EACH ROOM AND AREA IN That BUILDING IS EQUIPPED WITH A SEPARATE SNITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH ftAOR-Ta-OELING WADS. NOT APPLICABLE UNIFORM REDACTION FOR INDIWDUAL ROOMS 0 ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 0.8 WATfl PER SQUARE FOOT OF UGHTING LORD SHRI BE CONTROLLED ar MULTI- LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM, ❑ NOT APPLICABLE DAYLIT AREA CONTROL ALL ROOMS WITH WINDOWS AND SKYLIOHIS, THAT ARE GREATER THAN 25D SQUARE FEET AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE W% OF THE UGHDNG POWER IN EACH DAYLIT AREA CONTROL an BY A SEPARATE SWITCH: OR TIE EFFECTIE USE OF DAYLIGHT THROUGHOUT CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED Br A BUILDING ON THE ADJACENT LOT. DIAGRAM OF SHADING DURING DIFFERENT TIMES OF THE YEAR. IS INCLUDED ON PLANS. Q MY APPLICABLE CERTIFICATE OF COMPLIANCE (Page 2 of 4) LTG-10 INDOOR UGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Project Nome: Chase Bank Remodel Bob: Date: 9 1] 2012 Intensities Caehehh LTa-1-W (Nish a eery art eaMr lam Is mmpMM she egwb) IIW evident ❑ Ce1NIwM el APOWb LTO-DA AM LTO-SA (R1dn a a art seer/ lam M w WW aN oW1 ) nW e1lPnnla A separate Lighting Sombide Must Be Filed put for Conditioned and Meted an this Ughting Schedule is only for. K COT mmm SPACE Unconditioned Spaces Installeo gourd Power O UNCONDmONED SPACE • Tpe actual lancer lighting Power INN below located all nebllad in accordance with 4145( ) permanent and portable IgMng systems Y Ooly for offlGes. Up to the firget 0.2 motors per square foot of Portable lighting intent neta requretl to be included In the calculated of actual indoor Ilghthad power tlei In accodnance with the Ezcaplen the ®146(a). All portable lighting In excess of 0.2 watpar-e psquare fool is totaled below. LUMIMire lamp, Baliash) Installed Worts A B C D E I F 0 1 H Name or Item To Luminobe Description-1 (Le, 3 lamp fluoreacent bofbn FJ21H, one eimmoble ebcbonic batloeb)3 B f 'E 3 How wattage was determined Tie g c EE Z LL $ o = c _ go Field In"eor2 CEC Default from N48 Accaeng to 6131 or e) pass Fall EK 2x2 with (2) F32T8U Lamps ® © ❑ ® 2170 ❑ 1❑ EX Cove Ltg w (1) F28TH per 4' ® O ❑ L91 812 ❑ ❑ L4 B" Downli ht w/ 32W CFL ® © ❑ ® 595 ❑ ❑ LiD CFL Pendant ® ® ❑ 0 21 ❑ ❑ - o ❑ ❑ o ❑ ❑ O ❑ ❑ cmt 10 ❑ ❑ ❑ ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ o ❑ ❑ O ❑ ❑ M ❑ ❑ ❑ ❑ o ❑ ❑ INSTALLED WATTS PAGE TOTAL 3598 Building total number of pages 1 Installed Watts Building Total 3598 (Sum of all pages Enter into LTG-1C Page 4 of 4 1 - Wotbge shall M determined occarJlng to $agian 30 d nno a Wattage wral be meng W Ilght ?i not mt'mg a hull. 2 - x Fail Nm dweRle on page 2 of Me Impact',,, cheroot Farm odd take oppmpnnd, anted to norm. Verify eullding pram d n.... rosy. INDOOR LIGHTING POWER ALLOWANCE LTG-3C Pra)act cards Chase Bonk Remodel Date: 9Z I] 2012 ALLAWm UGHTINO POWER Chow asMaNtod A Sagmle LTG-3C muvt be filled out for Lampooned one Una dRbn Spades. Indoor Samurai Power Allowances ended on this page are only foc N❑ CONDITIONED spaces ❑ UNWNOnIONm spaces COMPLETE BUILDW METHOD__ BUILDING CATEGORY (From ¢145 Table 146-E) WAm m m If COIPLLE MO0. AeiA AI1aW'® COAT EE IOTA 9 AtiG WATTS AREA CATEGORY METHOD - Port A A e X C D AREA CATEGORY (From §146 Table 146-F) WATTS Pal AR[A AMOWm WATIW Open Office (Financial Tmreodlon) 1.2 0020 Idb4 I TmAL IMM -Poe B Sum of AaelVanol Allowed Watte from Category Method - Part B fmm ou, he ) a lOTA1SSold 3BM MG WATR AREA CATEMM METMOD - Poe R Add at Will Nimemw ham Tanta l4 F ieNhalw A B SgFt C1 p Fdmory Fuddled Adtlilianol Wa05 Per Sgfi Allawea Woka9e Allowonc B e Ca Description(.) rand audnfity aP Special wminaire2 Typed each Prima Function Area Tobl pn'pn WaNa ALLOWED WATTS Smohar of 0 or F TOTALS Enter into Category Method - P rt A (table above) IADVI dal w waAeM only Iled, air"" ocnNid to the faabletm on boanm 0 Table FRS F for troubles or Am BID d onufoctuWng walcl iwe Minstead ra k word iead m mlm/ [railroad w r lob sp C1,UID teak rBID oveazno . 2 Speelel luminoine as right Trtuma dmecabea In 1M Table 146-F Festrand that an subject m an additional walloge TAILORED METHOD Total Allowed Wafts using the Tailored Method taken from LTC-4C (Page 1 of 4) Raw 3 The indoor lighting power allemi FAng the Tailored Method of confirmed shall be determined using the LTG-4C not of forma. A apeoroto ant Of. LTC-4C forms ahall ba Ntch out for CONOIRONED .and UNCONDITIONED devices 2008 Nonresidential Compliance Forms August 2009 CERTIFICATE OF COMPLIANCE (Page 1 of 4) LTG-1C Pmjmdt Name: Data: Chose Bank Remodel I g 1] 2012 Projetl Mdrpss: Climob zone: Building CFA: 6ppB Uncondlllmeetl 334 South Diamond Bar Blvd 4 Floor Preen Oanaal Information Builtling Type: ❑X Nonresidential ❑High -Rise Residential ❑FERNIEMabl Schools ❑Reloccome Public Schools ❑Conditioned Spocee ❑Unconditbnee Spaces Phase of Gonffivatlan: ❑New Construction ❑AddlYan OAlteradon Method of Compliance: ❑Complete. Building OBrea Category ❑lnllored Documentation Author's Declaration Statement drtrfy that this CereRcota of Compliance documentation k Obcurete and complete. Name sivnatara Jacob Hum Iran Company Oale Henderson Engineers Inc. H raise lic M.mpplicable: CAp 5555. Redwood St, Suite 201 CEPS CitylBtate/Zit I Phone: Lop Vegas. NV 89118 s13 742-5000 Principal Lighting Designer's Declaration Statement - I am eligible under Division 3 of the Calibrnia Burnham and Professions Cade to accept ampamibllity for the Iighil design. - This Certificate of Compliance Identlnee the lighting benme and Re frulate spacKedi ions required for Compliance with True 24, Pages 1 and 6 of the CCIIIenJe Code of Regulations. - ins design beluns represented on this Cmtipecte of Compliance era consistent with the information Provided to document this dewgn on the other applicable compliance forms, worksheets, colculotio e, plans Card GoWflarmons submlNN to the enforcement agency for approval win tarts building permit applmafian. Name Signature David Hooked Company Dab e-i1 rL' HendareaFl Engineers, Ina. 1 AN.aa Gdenee r B325 Lenexa Drve 16737 Cty/StateriP phone: Lsnexo AS 66214 913 742-5000 Lighting Mandatory Measures Fort Indicate location on building plans of Mandoor, Measures Note Block: UCIMM COMPWNCE iO M a WMILSHEEIS (chrok box N Werkshwe la Included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Cnlifomla Energy Commission. X LTG-iC Pages 1 through 4 Certificate of Complionce. All Pages required on plans for all submittals, Lrl Ughting Controls Credit Workaholic K LTG-3C Indoor Lighting Power Allowpnce LTG-4C Pages 1 through. 4 Tailored Method Workeheel LTG-5C Pages 1 and 2 Line Voltage Frock Lighting Worksheet CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG-1C Project Nome'. Chase Bonk Remodel Dote: 9.1720t2 Crmnth ManM space Upriffirlip meet like combined for wmpNnm lndwr enoPWr}sr CdMmW Sor lMr ptiPo~ Tor UmandMbnN Instonea ugn6ng (from Conditioned LTGI Page 2) Watts Iaam'Is 4 D9Ming wee (from Unconsidered LTG-1e Pgge 2) WO11a 0 0ghding Control Credit Conditioned Spacss (tram LTG -2c) - 0 Ugbdng Control Credit Unconditioned Spaces. (from LTG-2C) - 0 Adjueed Installed Ughting Power - SINS Adju fed Installed Lighting Power = 0 Complete If li WIIN < or - Allowed < or = Complies if Installed < or = Allowed < o = Ai Lighting Power from LtG-3C) 31384 Allowed Ilghling Pnwer (from LTG-7) 0 Raalelad Aeeaelanw Tana Designer no' Leon 0 to Lai and Und 'wi .X His M gw re dowver neeelto ranee tie ptmw Need and X m e Ions far raw iira wrvlN an board r pave elan be Am.pnpe dowmamanle ref. code Cu prused xis a the ry w stria or wnbd a n ishad had needs a an Ira in. dlnap Il9i and the, rvmGr 0 sypm,, ne NAT Mason In sh bpeoie 0 bemno• dmW Wr Wm Appnake, Mani wevnna the tied elnatn[�a � NII^r 1W n��` amllon elll e reepa,umle qry, SO b rerun erase W roh Enforesmeld Agency: comes Anupnnia swand Occonp Pi N Wasted no a moss aamw n .tart lend xe.aha »ram wren ...third 1, IralslMd In indis p or meare the AAu ptmma R4,ir mLL Yeal LTe-AA oM UG-N berm b aeaiW wwd oowns" aWe end h No W b acaeped by as wrippo.wp apmay'Urt n, M now, Fachal 1'M IWn anmladm, an 'm Ill and m Inim nerd, m hammy a la-103d) V nW 24 art 9. T. gapeay aIIH M...d Won" dome mw ue ballairgWNo WWII owl x a{ady. A ¢q N the Inni and Labi for ,on Mnpml Ihertua laminaln asmrol(O nor he OderN of the amer.0 tie.bear; No (lair raver, UnorA aw Calfiolled 1311 and SA TOWN bwm*� 0 ft a halr,ie lemepn aMaM art fedWn W AWawe, aer4Melg CankaN Wall Mounted Dec Sensor -Dbwnn art 2 Olncea 2008 Nonresidential Compliance Forms July 2010 W N Q 2 U Z CD W Z 2 W YZo Q m d Z Q m J 2 of U w H�0d< W Z Z m (n 0) W<Lu Z F- (D G 2� Q U U) T. o X W W ~ Z W U del Studio One, In i0 Puiblan Street 1b Mesa, CA 92826 714.540.5000 714.755.3013 SEAL /JHENDERSON ENGINH... ge ega®I A romm ru NTNgm �.ee.aag,am 17501101511 12.1-CPC ELECTRICAL TITILE 24 COMPLIANCE !1 1 E0,1 OCCUPANCY SENSOR SWRCN SCHEDULE SYMBOL MANUFACTURER SENSOR DESCRIPTION COVERAGE VOLTAGE ON MODE TIME DELAY NOTES TYPE MODE 5ERIES W X D WALL SMIRCH OCCUPANCY SErlSORS DUAL RELAY PASSNE INFRARED WATTSTOPPER DETECTION WALL SWTCH WITH MAJOR 30' x 35' 120/277V 1: MANUAL 1: 15 MN 1 $ 052 PW-200 MANUAL OVERRIDE SWITCHES MINOR 15' x 20' 2: MANUAL 2: 15 MIN GENERAL NOTES: A SENSOR. LAYOUT &ISED ON WATT —STOPPER COVERAGE PATTERNS. ADJUST QUANTITIES AND LOCATIONS FOR ALTERNATE MANUFACTURERS USED BELOW PER MANUFACTURER SPM19C SPACING CETERA B COOPER-CREENG.AIF. HUBBELL BUILDING AUTOMATION AMID "TON ARE CONSIDERED EONV MANUFACTURER 1 q5 E AEMNDFOR P AN APPROVED MANUFACTURER. DURING DRAWINGS. PROVIDE DOMING PIONS SHOWING. LOCATION HEIGHT AND AR EPLLE FAS FOR EACH OCCUPANCY SENSOR AREAS EN FOR FEVG AND APPROVAL BY ENGINEER. INCLUDE ON ER CEILING OTHER CEILING MOUNTED SYSTEMS, SHOWING COORDINATION WITH ED SYSTEMS, WIN CEILING OEYICES SUPPLY RI INCLUDING BUT NOT LIMITED TO HVAC SUPPLYTUR RETURN CRILLEB, SPRINHLERS, AND DCHt FlXNRQ C ALL SENSORS ER THE SAME MANUFASENSORS D VERITYPROVIDE VERITY GOODIES) FOR WALL SWITCH SENSORS A THE E SUPPLY PROVIDE COPIES OF SENSOR AND POWER 9UPPLY OPERATION INSTRUCTORS OPERATION NST OWNER F SWITCH AND CEILING SENSORS HAVE AN DE THE pEUT RANGE OF 0-30 MIN, LINO, G ON G DO NOT I DO NOi INGiALL LINE VOLTAGE SENSORS ON GFCI PROTECTED CIRCU115. TED CIRCUITS SCHEDULED NOTES I. WALL SWITCH SENSOR. REWIRES A NEUTRAL CONDUCTOR TOR OPERATION q LIGHT FIXTURE SCHEDULE Required Lamps ID Manufacturer MDdel_Number Lamps Voltage Mounting W VA Description L4 LIBMaller 11o1F2N2MU(HW91NG) 1101NWHCB (TWA) (1)PL-T-Unff 3L4PIALTO 14 RECESSED 35 BB fteaaeOUomllBh1,614"epvWR,IMimW LmeabWa, compecl AUDlumnt, matle Nmib mAadorWm. L10 Beea LiBMiig im PENDANT 20 29 Slue lAass PenOenl wllBvntl compac1Mwmemrlt lemP Oemp AcAol 1. Prov,d81AW slam, 1-12" All and 18 Alan. Pmvice TWre WELLA WHM Go Blow All 36"cal emm W be Inal ALL AUTOMATIC LIGHTING CONTROL DEVICES AND APPLICABLE FLUORESCENT LUMINAIRES (INCLUDING WADS AND BALLASTS) SHALL BE CERTERE) T THE CAUFORNIA ENERGY COMMISSION AND H Y A 0 S ALL COMB WIM i E 20 BUILDING ENERGY Fl THE !LATEST ADOPTED EDITION OF THE CPL IA E EF CIENCY ETANDARDS NONRESIDENTIAL DDIONALLY.A COMPLIANCE MANUAL. (TIDE SAND) AND ANY OTHER STAtE ANO LOCAL REOVIgEMENIS. ADOITONPIIY. ALL LIGHT FIXFURQ A SIGNS A1LIGHTING CONTROLS EpTWSXALL COMPLY WRN 1HE LATEST ADOPTED ON OF E CALIFORNIA APPLIANCE EFFICIENCY EFFICIENCY REGULATION' ALL LIGHT FlXNRES SHALL BE ORDERED MOM THE NATIONAL ACCOUNT VENDOR, COMMERCIAL LIGHTING INDUSTRIES' DARWL ZIDE COMMERCIAL UGHTNG INDUSTRIES 81161 INDIO BLVD NDIO, CA B2201 $00,7550155 EM.1D3 OR 960.34M704 EMAIL DARRYLOCOMMERCIAI-UGHt1NG,NET PeleXe Location Tag Collodion Numnor WIW Lul Color Traditional ISales ORte PenMe FP-31R Pdsma 5151-106 "NN hcry 1 Wall slot ViPu0 Benlamin MooN OGBI "OeylC g- Llght AlmoM(IA imam Paml HiPiDA Bmiamin Metre OGRE "Gentle Cnlem" LIEN AImgN(W) Arne Pam IPF3lu Benemin Moore HC4I I"BmoXIIneB a Dfod Store DS Conference Roam WC FPJX Triple Crown 5t04PA01 "Ped9' Light AlmcrNILA) 11 n Wall PASWIA F-102 Whltlawey II 5107-101 "PIIBP LIgM AlmorN ) COMOTPOTLY Sales OPoce Panels FPSO1 Phsma 5151-103 "Conch SMII" LIgm AImoM (IA) Wall Pelnl PT-1w Benjamin Moore OC-26 "ODLE COME"`' White Main Palnl Pit% Benjamin Mwre OG15 "B Fawn- tM UI Almontl (LA) Aocenl PeiM PT-301 Ben1amin Mwre 2fl1-00 "Taca [RUM I Taupe Iw) Confrence Room WC FP-305 Twlsl 413g801 "Aluminum" I JURY (OR) n wall Rana FIQJ WMdaway ll 510I-1G2 I OgI I Light Almond (LA) LIGHTING PLAN -v.0. ELECTRICAL NOTES • ALL IJGHT FlXNRES U9ELED "NC ARE NIGER JUGH5 THAT ARE TO SO CONNECTED UNSAD LUG • SECURELY FASTEN EACH RECESSED GRID UGHT R#LINE TO THE COUNG SYSTEMS WITH APPROPRIgTE SUPPORT BRACKETS AND CUPS PER INDUSTRY STANDARDS A MAXIMUM OF 3 HOMERUNS MAY BE GROUPED TOGETHER IN ONE CONOUR AND SHARE A COMMON NEUTRAL PROVIDED THE PONDEROUS ARE DIFFERENT PHASES, IF BRANCH CIRCUITS ARE GROUPED THEY MUST ALL BE CONTROLLED BY THE SAME MULT-POIE BREAKER PER NEC 21D.4. ALL LIGHT FIXTURES ARE EXISTING TO REMAIN UNLESS NOTED OMERWISE. • EMERGENCY EGRESS LIGHTING AND DR SIGNS ARE EXISTING TO REMAIN. NO CHANGE IN EGRESS PATH. • MECHANICAL AR DEVICES SHOWN FOR COORDINATION ONLY. REFERENCE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. 1. CONNECT TO NEAREST AVAILABLE AUTOMATICALLY CONTROLLED OPEN OFFICE AREA LIGHTING CIRCUIT AND MAINTAIN EXISTING DI -LEVEL CONTROL 2 RELOCATE MOSEYS 2X2 LIGHT PMRES TO NEW LOCATION INDICATED AND RECONNECT TO EXISTING CIRCURNG AND CONTROLS. REFERENCE ARCNRECNRTL PLANS FOR EXISTING LOCATIONS AND MOUNTING DETAILS. 3. CONNECT TO NEAREST AVAILABLE UN -SWITCHED LIGHTING CIRCUIT IN AREA OF RENOVATON. _ML / w Ln U Z �w Z 42 ILL] Y�> Z 0 r` Q m d z Q Q U)w W w Z z m (n Qoo = � z°� UU�FD xw wz w 0 Studio One, 714.540.5000 714J55.3013 NODE NENDERSON ENGINEERSM vIMPaIBNIWNn16BuluB!'. TAR SHE FAK NJ TEL v,n,n,AAl r n9I vpoa m.E0WIS81 aen Dsnnnlsar OW��W12- IssuE DATE DescRlPnoN 12.1-CPC SHEET TRUE LIGHTING PLAN SHEET NUMBER El •0 ATAe DATA o DATA ELEC WOMEN 334--N STORAGE PNLBO PNLBD PNLSO I 2 P AC 9 L I� MEN _o TIME I UNE T � JAN60R E I 0 12 04 � Co 6 PER C III IIT����—+I 4 COMFORT Imo' 5 �. ZONE 5 4 r 01 tt � � �J 6 I L � _ — FD _ J— 11 ,�JI��_0�_. fi PCB Q IFTINREf PBI 0 3 o PSI Q PBS O' PBI PA7B: PH BCM 1p PCB $ 4 4 5 4 5 4 6 4 5 4 5 ELECTRICAL NOTES • ALL POWER CONNECTIONS TO FARNINRE OF APPLICABLE) ARE TO SE BY THE ELECTRICAL CONTACTOR, FINAL 1VEA/COMMUNICATIONS CABLING AND CONNECTIONS ARE TO BE BY OTHERS. COORDINATE EXACT LOCATIONS AND CONNECTION REORREMEN S WITH THE FURNITURE SUPPUER/INSTAJIER PRIOR TO ROUGH —IN. • MOUNT ALL OUTLETS AT OR ABOVE 42' VERDCALLY AND ALL OUTLETS BELOW 42- HORTUDI. ALL RECEPTACLES AND BWdK JUNCTION BOX COVERS SHALL BE WHITE. • A MAXIMUM OF 3 HOMERUNS MAY BE GROUPED TOGETHER IN ONE CONDOM AND SHARE A COMMON NEUTRAL PROVIDED THE HOMERUNS ARE DIFFERENT PHASES. IF BRACH CIRCUITS ARE GROUPED THEY MUST ALL BE CONTROLLED BY THE SAME MULTI —POLE CROAKER PER NEC 210 4. PROVIDE A 3/4- CONDUIT FROM ALL DATA/TELEPHONE OUTLETS TO`6' ABOVE ACCESSIBLE CEILING. • REFERENCE ARCHITECTURAL ELEVATIONS FOR ADDITIONAL INFORMATION ON. RECEPTACLE MOUNTING HEIGHTS AND CONFIGURATIONS. POTTY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 1. REFERENCE ARCHITECTURAL ELEVATIONS FOR TOP MONITOR DISPLAY SIZE AND RECEPTACLE MOUNTING DIMENSIONS. 2 VERIFY ALL POWER AND DATA REQUIREMENTS WITH MANUFACTURER FOR E REACH DATA RACK PRIOR TO INSTALLATION, 3. CONNECT TO EXISTING CIRCUIT MADE AVALLABLE DURING REMOVAL OF EXISTING FURNITURE PURPOSE, 4_ FLUSH MOUNTED JUNCTION BOX AT B' AFF FOR CONNECTION (DNA FLEXIBLE WHIP) TO CUMEIS LOCATED IN PARTTION SYSTEM. UTILIZE HARD WIRED OUTLETS LOCATED IN THE FURNITURE PARTMION. INSTALL AND WIRE ALL ELECTRICAL OUTILRE ALONG WITH ALL PRATED SYSTEM COMPONENTS WITHIN THE MODULAR PARTITION SYSTEM PANELS TO ENZYME A COMPLETE OPERATING SYSTEM. WHEN REQUIRED BY LOCAL AUTHORITIES. RUN WIRING TO ELECTRICAL OUTLETS IN CONDUIT. HELD VERIFY EXACT PAWBION REQUIREMENTS WITH PARITIQN CONTRACTOR AND ADJUST ACCORDINGLY. 5. FLUSH MOUNTED JUNCTION BOX AT 13- AFF FOR CONNECTION (VLA FLEXIBLE WHIP) TO COMMUNICATION OLRIETS LOCATED IN PARTITION SYSTEM. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATONS OF FURNITURE PARTITIONS. ]. PROVIDE NEW DUPLEX RECEPTACLE AT 5' FROM CENTER LINE OF LAVATORY AND 28' AFF FOR USE WITH FAUCET AND SOAP DISPENSER. SRCUT TO EXISTING RESTRWM RECEPTACLES. B. PROVDE CONNECTION TO BRAND FOCAL WALL REMOTE MOUNTED POWER SUPPLY, COORDINATE EXACT LOCATION IN FIELD AND ALL REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION. 9, RELOCATE EXISTING CIRCUIT SERVING MEN MACHINE TO NEW LOCATION INDICATED. REFERENCE ARCHITECTURAL DRAWINGS FOR EXISTING LOCATION. 10, CONNECT TO EXISTING CIRCUUT MADE AVAILABLE DURING . DEMQl1TION_ 11. CONNECT TO RELATER AUTOMATICALLY CONTROLLED UGHTING claCUT. 12. CONNECT TO NEAREST ALEDM4TICPLLY CONTROLLED SIGN SIEGER. v W Z c G W Y zp W M Z Q J g U w la—��Q wZZCo U) 0�QLU o0 = z�° X w wz w ARCHITECTOFRECORO Nadel StudlD One. Inc. 3050 Pullman Straet ,QBte Meae, CA 92626 T. 714.540.5000 z. 214.2553013 WwW.nadeleln.Iwm Rk NODE DROINE£ROFRECORO NENDERSON ENGINEERS. s�L11ysBIval IN3aRNBBRIl6 RXi N}NNr YW dF}NBI m.Ntl-rMmn IasmmsBT SEAL MAME M E-161M EIRSif11ORL �EFCIIF°'" i-17-11 svE DATE DFscRIPr1oN 12.1-CPC SHEET TIRE POWER PLAN " POWER PLAN Ia.1G. 1 6NEEI NUMBER E200 CHASE BANK EXISTING RETAIL BANKING CENTER GOLDEN SPRINGS 334 S. DIAMOND BAR BOULEVARD DIAMOND BAR, CALIFORNIA 91765 CHASE # 100137751 GENERAL NOTES I. ALLWORK SHALL BE IN COMPLIANCEWITHAPPUCABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. 2. GEN. CONTRACTOR SHALL COORDINATE WITH THE OWNER VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK, 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPUED TO BLLLSTRATE THE DESIGN AND GENERAL TYPE Of CONSTRUCTION DESIRED AND ARE D ENDED TO IMPLY THE FINEST QUAUTY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT 4. THE DRAWINGS ARE NOT IO BE SCALED. FOR INFORMATION CONCERNING FACING CONGIIONS.ETC. VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL OUSTING ABOVE AND BELOW GRADE, LEFFIIEC, INCLUDING SANITARY SEWER. STORM SEWER. WATER, GAS. ELECTRICAL, TELEPHONE ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHTTO THE IMMEDIATE ATTENTION OF ME ARCHITECT. 6, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BVILGNG DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHTECT OF ANY VARIANCE OR DISCREPANCY ARECTING NEW CONSTRUCTION PRIOR TO PROCEEDING AM WORK. Z. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALE MR SUPPORT OF ALL EQUIPMENT, SHELVING. ACCESSORIES, SKI AND OFFER DEACESREQUIRED - A ALL PENHRAnONS SHALL RECEIVE CAULKING TO SHnL ANY TYPE OF ENERGY LOU. H THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMONIONS OF FI#UR6 AND EQUIPMENT SUPPLIED ANDMR INSTALLED BY OTHERS. 10. UPON COMPLEMON OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. IT- GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT& FILLTO AGAIN FINISH GRADES AS INDICATED ON THEE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST Of ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE. ATTHE TIME OF THE PRE -BID MEETING, INBASE010. 12. GENERAL CONTRACTOR SHALL INCLUDE ME COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY & SECONDARY CONDUITS. AND SECONDARY CABLING IN BASE BID. 13. SIGNS. EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADA TOILET ROOM SIGNS, ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. OWNERS SIGN VENDOR WILL PROVIDEMONUMENT SIGN BASE LCONCBEIE, STONE, BRICK, E2.j IF PROJECT REQUIRES DECORATIVE BASE. SEE SHEET L-I TO VERIFY IF REQUIRED. GENERAL CONTRACTOR TO PROVIDE ROUGH IN & FINAL CONNECTION. 14, GENERAL CONTRACTOR TO PROVIDE FOUR 14j SR YARD DENUDERS DURING CHASE RETAIL MOVE -IN. L PROVIDE ONE SKILLED RER OR ONE WEEK DURING CHASE RETAIL MOYNIN. IO HOURS B. GENERAL CONTRACTOR SHALL P O S I f0 U00 F I 1 16. GENERAL CONTRACTOR 6 RESPONSIBLE FOR COORDINATING THE OWNER'S VEN DOE ON SITE DURING CONSTRUCTION. V. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET UP AND COORDINATION OF ALL THE UTWTY SERVICES TOR THE PROJECT. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SITE AODRES3. 18. GENERAL CONTRACTORM LLPERFORM A TOPOGRAPHIC SURVEY PRIOR TO SThNG RPCONSTRUCUON AND REPORT ANY DISCREPANCIES IN GRADES AS COMPARED TO EXISTINGIC SUBMIT SA GRADES INDICATED ON CIVIL DRAWINGS. SUB RA COPY OF TOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. 19. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF STUD UNLESS OTHERWISE NOTED, ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. El. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN Of UFESAfEry OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WRH THE OWNER AND LOCAL BUILDING DEPARTMENT. 21. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS, 22. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALLACCESS PANELS TOR ACCESS DOORS( AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED AREMBLIES WITH SELF -CL051NG DEVICES IN ONE III HOUR RATED CONSTRUCTION, 0. ALL PENETRATIONS AT FIRE REMOVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 24. PROVIDE PEDESTRIAN OR VEHICUUR PROTECTION BARRICADES. TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. T SIGNS, WHEREN NOTED REQUIRED SHALL BE WORDED"XIT' IN DETERS HAVING THE PRINCIPAL STROKE OF NOT LOS THAN 34"WIDE AND AT LEAST 6" HIGH AND SHALLCONFORM TO CODES AND OR 2$. FXI 5 O R EQ LED A fX I I APPLICABLE REGULATIONS. 26. TACTILE E%ITSIGN SHALL BE PROVIDED AT ALL BIT DOORS. EXITSTAIRS, EXIT RAMPS AND BITROUTFS AS REQUIRED BY THE CALIFORNIA BUILDING CODE 22. EVERY EXIT DOOR SHALL BE OPENABIE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER CPC 1000.L9, SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLE OR SURFACE BOLTS ARE PROHIBITED. 78. PROVIDE READILYV61 DURABLE SIGN ON OR AOJACEMTO THE DOOR STATING" THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING 6 OCCUPIED IN LETTERS, NOT LESS THAN I INCH HIGH ON OU CONTRASTING BACKGROUND AT AIL REQUIRED EXIT DOORS. 29. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN I /1 BELOW THE THRESHOLD. W. ALL EXFOSED ELECTRICAL EQUIPMENT, CONDUITS, PLUMBING LINES. ETC... SHALL BE PAINTED WITH MIN.121 COATS OF PALM TO MATCH THE ADJACENT SURFACES 31. CONTRACTOR SHALL COORDINATE ALL SIEENING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS. ETC.. PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. N. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER Cltt AND FIE DEPT. REQUIREMENTS, VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. 33. THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM, CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE I501 WHEN REQUIRED BY OWNER. BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRKDR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLAMON, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. 31. WHERE CONCEALED SPACES GREATER THAN V OCCUR. FILL VOID WITH NON COMBUSTIBLE INSULATION PER NFPA 21 3i PROVIDE A READILY VISIBLE, WEATHERPROOF SIGN TO THE PRE RISER DOOR STATING "FIRE SPRINKLER ROOM" IN LETTERS NOT LESS THAT 21NCH HIGH WITH MIN STROKE OF 318INCH ON A CONTRASTING BACKGROUND PER CFC SECTION MOSS, OWNER & CONSULTANTS OWNER EIECWICALENGINEER JP MORGAN CHASE BANK. NA HENDERSON ENGINEERS. INC 201 N. CENTRAL. 2511P FLOOR 5555 REDWOOD.AREEI. STE 201 PHOENIX, 85004 ASS LAS VEGAS, NV 8911E PHONE: 6021221-4854 CONTACT: JASON ZOELLER CONTACT JOHN W.sTEVENSON PHONE 7026970E7 EMAIL joM1n.wslevensonacinue.cOT FAX. 702.697.2188 EMAIL: JASON.ZOELIERffiHEI-ENGCOM ARCHITECT PLUMBING ENGINEER NAOFI STUDIO ONE. INC 3050 PULLMAN STREET HENDERSON ENGINEERS, INC COSTA MESA. CA 92626 5555 REDWOOD STREET, STE ffiI CONTACT'. CHRIS LEE LAS VEGAS, NV 89118 PHONE 214.5405000 CONTACT'. JASONZOELLER FAX: 2162553013 PHONE 7026922182 EMAIL CLEE®NADELARCCOM FAX 7026972158 EMAIL JASONZOELLEIRMHEI-END COM MECHANICAL ENGINEER STRUCTURALEN XINEER HENDERSON ENGINEERS. INC R2H ENGINEERING 5555 REDWOOD STREET, SE SOL SAD GRIER DRIVE STE SEE LAS VEGAS, NV 8911 B LAS VEGAS, NV 89119 CONTACT IASONZOELLEP. CONTACT ROBERTHENOERSHOT PHONE: 702497.2157 PHONE: 7022607000 FA%', 202697.2188 FAX: 7023017070 EMAIL: JASON.ZOELLER®HE-ENG.COM EVAIC RCH NUECOM �� VICINITY MAP J.IT, I IITTAR„N� �N SYMBOLS / <•/ CONSTRUCTION TYPE T1111ATI0N DATUM TAG % DETAIL TAG Q RFVl510N NUMBER q%,% N OGRID BUBBLE W A%.% E INTERIOR. ELEVATION TAG S RNISH FlNLSH TAG X IBI EXTERIOR ELEVATION TAG e� EQUIPMENTTAG 1 NAME MATCH LINE q## ROOM TAG % DOOR TAG PLAN DETAIL TAG ###A X OWINpOWTAG AX,X WALL SECTION TAG KN. KEYNOTE _ _ BUILDING SECTION TAG ABBREVIATIONS GENERALABBREVIATONS A ANNEALED AC AIRCONORIONING ACT ACOUSTIC CRITILE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ASPH ASPHALT CJ CONTROLJOIIT CLING CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONIC CONCRETE CONT CONTINUOUS OPT CARPET CT CERAMIC FILE CL CENTERLINE Car DOUBLE OF DRINKING FOUNTAIN. D1A DIAMETER DIM DIMENSION ON DOWN CIS DOWNSPOUT EA EACH El EXPANSIONJOINT RED ELECTRICAL CLEM ELEVATION Eq EQUAL EXIST EXISTING FD FLOOR DRAIN ME FIREEUNGUISHER FED HE EXTINGUISHER CABINET FF FINISH FLOOR FIR FIRE RATED FRP FIBERGLASS REINFORCED PLASTIC GALV GALVANIZED GYPBD GYPSUM BOARD HC HANDICAP HOW HARDWARE iM HOLLOW METAL Hi HEIGHT HVAC HEATNGVENEIATION, MR COND INSUL INSULATION MAX MAXIMUM MACH MECHANICAL MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MOISTURE RESISTANT MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE BC ONCENFER OPP OPPOSITE PH PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED PTO PAINTED OF QUARRYTFLE R RADIUS REBAR REINFORCING BAR REF REFERENCE RED'0 REQUIRED SO ROUGHOPENING SB SPLASHBLOCK SIM SIMILAR SPEC SPECIFICATION SS STAINLESSSEEL SUL STEEL STOR STORAGE SUBSP SUSPENDED T TENPARFD TYP TYPICAL LUNG UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL AD WOOD WP WATERPROOF WWF WELDED WIRE FABRIC CHASEABRNIATIONS ARCM ASSISTANT BANKING CENTER MANAGER AHD AFTER HOUR DEPOSITORY. ATM AUTOMATIC ELLER MACHINE BONA BANKING CENTER MANAGER BRG UELETMESISTANI GLASS CCR CUSTOMER CONFERENCE ROOM CSC CUSTOMER SERVICE CENTER OF ORIVELP MED MULTI-FUNCRONAL DEVICE PR PACKAGE RECENER RG REACH GUARD 3CCR. SMALL CUSTOMER CONFERENCE ROOM SDB SAFE DEPOSIT BOX LED TELLER CASH DISPENSER TOS TEAM OFFICE SPACE VAT VACUUM AIR TUBE SHEET INDEX DRAWINGS ISSUED L2 s EB 0 s ARCHITECTURAL DRAWINGS ABA COVERSHER •• AQI REFERENCE SITE PLAN& CODE SUMMARY 00 AD ACCESSIBILIry&SE REFERENCE DETAILS ADD RFSTROOMACCESSIBILITY & REFERENCED DETAILS 00 Oil DEMOLITION FLOOR PLAN �• 012 DEMOLITION CEILING PLAN ALI FLOOR PLAN 00 AL2 FINISH PLAN AID FURNITURE EQUIPMENT PLAN •• AIA REFLECTED CEILING PLAN 00 A2.1 WALL SECTIONS & DOOR SCHEDULED 00 A5.1 COMFORT ZONE/ MEDIA WALL PLANS, ELEVATION& DEGAS 00 A52 PRIVATE OFFICE PLANS. ELEVATIONS& DETAILS 00 A5.5 TELLER AREA PLANS, ELEVATIONS B DETAILS • A5.10 ARCM PLAN. ELEVATIONS & DETAILS STRUCTURAL DRAWINGS STILT GENERAL SFRUCTURAL NOTES & DETAILS •• s.0 REMODEL DETAILS • • SIA REMODEL PLAN ELECTRICAL DRAWINGS E9A ELECTRICAL LEGEND, ONE-0NE, SCHEDULES AND GENERAL NOTES FELT ELECTRICAL LEE 24 COMPLIANCE ELD LIGHTING PLANCLO %19 mil POWER PLAN 1 DEFERRED SUBMITTALS I. PORTABLE MODULAR PAR➢nONSjN.I.C.f TO INCLUDE HPGM AND FLOOR ATTACHMENT DETAILS, EXEYEBRUIAMONDIR 7NE9EP1 p VIED 2o2eU TBBAMWNM OFTIFEPM� LAVE FVX BaB,AR%B,CCOOE OROR911NHCE FRABER Rq�r.`re'�� z \� W Z 2 Y Y j Z zoU)� in 0. Z Q J 2i EE U w H Q L L] Z m U) < LU W Q O O = zF-09 E UU)w o W ~ Z L LI U ARCHITECT OF RECORD Nadel Studio One, Inc. - 3050 Pullman Street Costa Mesa, CA 92626 -- - T14.54D.SDDD - - F. )16i55.3013 www.nadelarccom NODE ENGINEER OF RECORD SFAI. * ISSUE DATE DESCRIPTION A 02-IS F013 CITY COMMENI3 12.1-CPC COVER SHEET A0.0 GENERAL NOTES 1, GENERAL CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE. SO AS NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION AND MEET THE REONREMENTSOFLOCALCODESANDORDINANCES. CONTAACTORSHALL BE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS, 2, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC COMIC DURING CONSTRUCTION. 3, G.C. TO VERIFY COMPLIANCE WITH ACCESSIBLE CODES AND REGULATIONS, REPAIR AND REPLACE AS REQUIRED FOR ACCESSIBILITY COMPLIANCE, IF NECESSARY. VERIFY EXISTING CONDITIONS OF RAMPS, SIDEWALKS AND CURB RAMPS. VERIFY THAT SIDEWALKS SLOPE IN DIRECTION OF TRAVEL DOB NOT EXCEED 5%AND CROSS SLOPE DOES NOT EXCEPT) 2%. SLOPE OF RAMPS WITH HANORNIS NOT TO EXCEED 8.33%AND CURB CUTS NOT TO EXCEED 8.33% SLOPE. REPORT NON COMPLIANT AREAS AND RECONSTRUCT AS REQUIRED. FOR ADDITIONAL INFORMATION, SPENT TO SHEET AO2 EGRESS PLAN LEGEND EMERGENCY EXIT — TRAVELDISTANCE {V L }IRR ��•i' COMMON PATH OF TRAVEL DISTANCE % ROOM NUMBER ROOM GROSS SQUARE FEEL U N.O. % X TOTAL ROOM OCCUPANCY OCCUPANT LOAD FACTOR EGRESS NOTES: 1. TENANT SPACE CALCULATED PER GROUP (BUSINESS) OCCUPANCY. EN.O. 2 CONFERENCE B BREAK ROOMS LESS THAN 7505 f, ARE CALCULATED AS GROUP "B OCCUPANCIES. LO COMPLY WITHMI 0 ADDITIONAL TBL K 3�II S AS REQUIRED AT BOTH EXIT LQ J L_J r--1 r_, � L T— oI ❑®� 0 1 8 1 I g 1 177 4 I❑❑❑❑I % ❑® ❑❑ ❑❑ ❑❑ ❑❑ ❑® II a EGRESS PLAN a +, "N 5 9 VL 10 C`0 } d'' 1Ja rzg8 i u s T b� add"• w' i on uncn ;y� 1 B CODE INFORMATION JURISDICOON. CITY OF DIAMOND BAR APPLICABLE CODES BUILDING CODE: 2010 DEC STRUCNRALCODB LIIOCBC MECHANICAL CODE: 2010 CMC PLUMBING CODE) 2010 CPC ELKIRICALCODE 2010 DEC FIRE CODE: 2010 DEC ACCESSIBIUTY CODE: 2010 CBC A. ADA (LATEST MITION) PROJECT DATA :CUPANCY LOAD: OCCUPANCY LOAD FACTOR PER CASSIFICADON TOO GROSS IF BUILDING AREA (GROSS) 6.0005.F. OCCUPANT LOAD SF/1 WI 60 TOTAL OCCUPANTS INSTRUCTION TYPE: TYPE MB UNKLERED NO ALLOWABLE/READ PROVIDED (DING ELEMENT- FIRE RESISTANCERATNIER, STRUCTURAL FRAME WCWDING COLUMNS, GIRDERS, TRUSSES 0 0 BEARING WALLS EXTERIOR D 0 INTERIOR 0 0 NONBEARING WALLS AND PARTIRONS EXTERIOR 0 0 NONBFARING WALLS AND PARTITIONS INTERIOR o 0 FLOOR CONSTRUCTION INCLUDING SOPPORTINGBFAM54 JOISTS 0 0 II OTHER EGRESS COMPONENTS(OCCUPANTS x 0.2) 1 12' Ul EXIT ACCESS TRAVEL DISTANCE (W/O SPRINKLERS) 2001-0" /'LV' DEAD ENDS CORRIDORS W/O SPRINKLERS) 20'AS N/A PLUMBINGFIXTURES (PH CPC)' OCCUPANT LOAD 16 OCCUPANTS - FEMALES B & MALESe WATER CLOSETS-MEN/WOMEN 1/I T12 LAVATORIES-MEN/WOMEN 1/1 111 URINALSMEN0 0 DRINKING EGUNTAIN N/A I -NOTE: PLUMBING FIXTURES CALCULATED USING CPC TABLE 41. 'OFFICE OR PUBLIC BUILDINGS -FOR EMPLOYEE USE OCCUPANT LOAD (S.F. / 2001 2,160 / 2(0=6.2 (WM PUBLC AREA.3,B90Sf,) MALE 6 FEMALE GOES. 11 12 = 6 EACH TOILETS MALE FEMALE I:1-15 1:1-15 URINALS MALE 0:04 LAVATORIES MATE FEMALE 1 PER 40 )PER AD �R \ MONO LM` IL msuz { W R TMwcxv BROOD B PR6 APPROVED O� DVRL of ^ E� IIPOP µ L C1 1wE 6e 1E0E bR 00I N x R FNYe 45%NPa. k"PEc\wxs B�A etE T Wig kE'dB SITE PLAN ;;'20,D, 1 LU Ln U Z V W Z2 w LO Z Z> /O U)t- m LL z Q J U W _ Q w/^, Z z m mow�// � LL Q Q v/ LLJ 0 Z < U U)w 5 wz z w ARCHRECr OF RECORD Nadel Studio One, Inc.— 3050 Pullman Street Costa Mesa, CA W626 T. 714.540.5000 F. 714.755 3013 _ wwwDsoelemmm — NODE ENGINEER OF RECORD SEAL e E�_A4rN n� P IB721 f L �i OF LAL\F� ISSUE DATE DESCRIPTION A D2-IS-21113 CITYCOMMENR PROJECT INFORMATION BLOCK JOB% IZI02 DATE: 09-19-2012 DRAWN BY: RV CHECKED BY: CL MODEL 12.1—CPC SHEETTITLE REFERENCE SITE PLAN, EGRESS PLAN & CODE SUMMARY SHEE NUMBER A0.1 NOTES: LALL STROKES r0 BE MIN. 3"WIDE REI ROYAL SETS BORDER/SYMBOL: VVIIE 2. PROVIDE TWO SCOATS Of REFLECTIVE PAINT. LET DRY BETWEEN COATS, 3. LOCATE SYMBOL IN FRONT OF PARKING STALL, VISIBLE TO TRAFFIC OFFICER and CENTERED AS SHOWN ON WE PLAN. 4. HANOICAIP SYMBOL TO COMPLY At CURRENT STATE, LOCAL PUBLIC AGENCY, El REQUIREMENTS ILL .N O. MALIGN W/FROM OF STALL 3[Y' FOR REFERENCE ONLY ACCESSIBLE PARKING s/GB E15 A. Mw. `DIC AMOUNT 4. weer t FlCW ma) uxFxnaPmron Pru+x vw¢PrRFervmsoMlFar B LL q B3 WRA i Gi'E ERIC Plater TONS PROTRUDING ODJECTS 90� 110 NTs uoK aLaM'rlwoMxorDly LEVEL R Twim, I&PMWPME Mn O TRANSRION--BETTN+W—EEE��N FLOOR FINISHES u QI� © THRESHOLD ❑ LEVEL CHANGES XGrFB 1. ��MAr°mmTMcelwRwmr �RMAauMvemEu E BEYP1REDwRf➢IELEVELGXRxME9wERw• THRESHOLD LEVEL CHANGES 5 1'-6-X 1)'X.M ALUMINUM STANDARD 1'-0• ACCESSIBLE PARKING SIGN WITH ACCESSIBILITY SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHER, . Q ALUMIUM,LFINE 32$O'$I BE DNB"%I'O'X.OBO x ALUMINUM. LETTERS SIGN BE ,"HIGH 21' DIAMETER STEEL PIPE EXTEND i INTO CONO FILLED PIPE 2' Dl £ 8 PROVIDE WELDED WATER-nGHT n it °y CAP. PRIME AND PAINT. WHITE. IITedl B DIAMETER STANDARD STEEL PIPE FILLED WITH CONCRETE PRIME ANp PAINI: ROTALBWE CONT. TACK COAT RAVIN IT Fir TO CONCRETE PERIMETER. A.C. PAVING. CONCRETE EGGING. NOTE: it 1."ACCESSIBLE PARKING "ANp ADDITIONAL9GNS �, '• TO CONFORM TO CURRENT LOCAL, STATE CODES AND REGULATIONS. K 2 BOTTOM OF SIGN / SIGNS SMALL BE 60 ABOVE FINISH SURFACE. 2" fOR REFERENCE ONLY ACCESSIBLE PARKING SIGN AND PIPE .� 14 i I p 9 ¢ J 0 HIGH FORWARD REACH LIMIT —J� Z } e� rR ,. xaxwa.almxEK;mwLx.a K© MAXIMUM FORWAROREACH OVERRAN OBSTRUCTION ❑CL£AR FLOOR SPACE HI6N gN0LOW C PARAUSLAPPROACH 91DE RFACN LIMBS a Cur b E❑ MAXIMUM SIDE REACH OVER AN OBJECT REACH DETAILS AND NOTES 11 NT-7 141 EXIT TO ' ROUTE EXIT I� IMVlllq Rwe�J EXIT EXIT S Ki STAIRS ( STAIR$ UP DOWN NOTES: of LI F, 0 Milan r YIN (BRNLLE) /�T �a-il� AL LlZ4 �QL� i0l L TEE SIGN SHALL BE MOUNTED ON THE PALL. ADJACENT TO THE LATCH Six aF TEE DOOR. WIERC TH6RE IS NO X4LLL SPACE CN THE LATCH SIDE, INCLUDINS, AT DOUBLE LEAF WOKS, THE SIGN SHALL Be PLACED ON THE EXIT / —EXIT NEAREST /01M✓.£IIT NALL, PREFENABLY ON THE RISHT. RAMP RAMP 2. ] THE SIGN SHALE BE FOUNDED tO INLIrtS AP�VE TIE FINISH RWR TO THE LINE CENOF THE SIGN. UP DOWN - L ame Illllll wwm 5. TIE LOCATION OF SIbN SHAH Bf xIERHINEp TMT A f13cd1 MAY APPROACH NITNN B INCHES OF 51SNA6E AnNoul EY.QIN}ER Nb PROIFW N6 - J ` OBJECTS OR 51TAXI IN6 WHHIN MORB OF A DOOR TYPICAL SI6N5 FOR REFERENCE Onty TACTILE EGRESS SIGNSIN s 17 NOTES: I. FOR HANDICAP CURB RAMP / LANDING / SIDEWALK / GROOVE BORDER AND FINISH. MATCH EXISTING CONDITIONS. 2. SURFACE SLOPES OF PARKING ---- SPACESSHALL NOT EXCEED ,/4"PER FOOT IN ANY DIRECTION. 3. PAINT IT' FIT I"WIPE STENCIL _ HANDICAP LETTERTOREADYCOPARKING WITHTWOD)COATS OF •" V;.r PARKING SIGN. HIGHWAY WHITE PAWL AS OCCURS. u HANDICAP AHIGH mnc CURB PARKIN SIGN �SeY 'SEE CIVIL 0.wG5. WHEELBUMPE ¢ If COORDINATE RAMP LOCATION f 5'.0- S8 9tl W/BUILDING MAX MI' MAX. PLANS -IYF 4" WIDE WHEEL 9UMPER. V < PAINTED 5 u BWESTIBPES, q"y, AS OCCURS. 2 COATS).4" WIDE U 9V P:-0• PAINTED WHITTESMIN. MIN. 2COATSPB r--1 15 .- AS OCCURS L L � AS OCCURS. EQUAL Ep AL 5z ��HANDICAPSTALL ASOCCURS - MIN. B'tY'MIN. NO PARKING' LETTER, FOR VAN SEE NOTE F. FOR REFERENCE ONLY ACCESSIBLE PARKING im, 110 13 u'PR ARRM ne'MIMIMVM rMNIFIDONOR HASGISHA oOmMNDA FO R MLePRFaaFnRGw,cE i tr w Tar af IrEX MNIIIII RACR § xFpWRP➢uFAn9P!LE Cmq NNMXW IT MIX NMRXX A' PLAN 8❑ CORRIDORPIAN II meCM41['MIxMUM KATIORMWONTHEOMSETIMPARMTd'PnR MMMYW — MIN h XCEJOR imfR IXrMlm a.m ICAmmMM © DOORWAY PLAINT ❑D VESTIBULE PLAN Dooawar PULN NOTESIN ' tlTnM MU NRXmr W,IFFI.MP WM WwwOTe PRR xLLXkR ' OOat corco Tmio°ow °P°mkwo nrnRMw Rm Mm� �rmn .PRmnELE roTEs ox nPRui'Mr>;Mii anti � CLEAR DOOR SPACE sTs 3 CONCRUESINWALK. WIDTH SLOPE MAX 21U SEE ®TOP V PLANS. GROOVED BORDER: 12 WIDEW/ 114" DEEP 114 WIDE GROOVES 93/4' O.C. iyl C ��� )M� � 94 K�,I Nill SIDE FLARES MAX 10%SLOPE MEDIUM BROOM CONC. FINISH. CONCRETE RAMP: BOTTOM OF RAMP: WImmUNCATED DOME TILE j5 CONCRETE FLUSH WITH SURFACE, RAMP SLOPE SHALL PAVING NOT EXCEED 8.33% FOR REFERENCE ONLY ACCESSIBLE CURB RAMP 1,B;"Ev 12 mox TYPE. mlrvMr:M IPWMyIMrneupfNFnr W]q GbrICM, Mn€gnTAxoP.wPLORKGTmxRMI. HOONAE' r X I FROM IM•E WmAJT CIA OF KEY OR MN41L n MREPEmr PP�Ru ar�irvMa.ErTr°mummF°nlcRlroT R[ I a. WCATInWTOAS wFORIII NTENDxsswRr TOOPwKremwOamowd MaWI FRAIRe°fl RALOROMMY IQ MIN ROPER WKMIS ARM R 0 DETAIL ^wNBF XpGrF➢1 xwRrnv RMUM nxKaF'aFn TOP FmFPo uMp MWAxuMMEvamwRrmu PIRBI weuLLme rrFlwntbaKm6rGwxlwml PROWER THEHCTPE° r�0lxCH XWIEIWUrTEp BUMS Rrw'`ixF mnoN OF lK omR. ❑A DETAIL nucara4IN3 M UMMDf� Po mm3, MTm NWIAYN,IRII DOOR SCAB 2 Ts ALLx MUSTME xWlWWLMDCURBRFAwRENFM9, MRFG ❑A STRAIGHT RAMP RUN O O O O 0 D o 0 0 O O crsIW aED. JOIMCO ER iO MATCH PfE3. 23/9'• 7T a Ai TOP m RECESS CONC. PER MFR. DB' RECOMMENDATIONS. T RASE TYPICAL PLAN TYPICAL SECTION A NOTE I. DETECTABLE WARNING SHALL BE OF CONTRASTING COLOR WITH ADJACENT SURFACE LIGHT -ON -DARK OR DARK-0FTUGHT. MATERIAL SHALL BE INTEGRAL PART OF THE WALKING SURFACE. Z IFRUNCATED DOMES i0 BE INTERLOCK SAN DIEGO" TACTILE STONE, CARLSBAD. CA 17601 IJ4-5556 OR APPROVED EQUAL FORREEERENCE ONLY TRUNCATED DOMES 'A, 16 NOTES; INTERNATIONAL SYMBOL OF pGCESSIBILITY IS RECXIIRED ON: L ACCESSIBLE ENTRANCE (INACCEBSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIOHIAOE TO INDICATE THE PROFITS TO THE NEAREST ACCE961BLE ENTRANCE). 0 RAMP WITH INTERNEDWTESWIRC14EACK PLATFORM WHON' IR" XG4CMV SiNrtAVYMM. %W0NA ♦TMWxPLu6 VMIf9(M. Rx'NTFf/H 1 4 VPWIFE(M) FOR REFERENCE ONLY ACCESSIBLE ENTRY SIGN I SCALE 11 NITS MAOR OeMMTRMa CQR0RNPR [WBPINPC- METYEAt APGORU mWLn OIMORF INFO 1 ❑D RAMPSECTION 4'.MM. CI MMRcut PIC UP MY MYYU1I� (IIVAIU�6�'/Mn']I�1N��`CUINV�1R VVV l HTY u + m�P MINBALLK BnvALLN E❑ DETAIL © GROVEOROVEO WARN BIG BORDER li 2 N W N Q 2 U Z L/ W Z 2 w Y ZO Q00 IJ. Z Q co J E U Q � � W LU Z m (n ofQLLI oo Q ZF-(D2 <_ (MM) c_n Q� o X w W ~ LLl U gel Studio One, IT 0 Pullman Street Las Mesa. CA 92626 71A 54C.50D0 714,755,3013 eF� •u''A JM 0. NI�1F CA } -19TL1 �,p } CZCAd1i R` 198UE DAL£ tlBCR1PRGN Mrmwu`rPromrmx AFECURED - oM1FORT PMv OEre P"I a��� 12.1-CPC SNEEr mLE M - F FIRM SCOPE3 E GZ KALE ,I,ygGyl ND�ATORL R� M°� mmnnox ACCESSIBILITY & SITE ❑C RAMP WITH TURNING PLATFORM F ❑ cuRBRAMPDETAILs oniooeaf wnuAeA MGmMRM,nP REFERENCE NOT USED, SEE CILVIL PLANS DETAILS RAMP DETAILS AND NOTES [-a� 1 I I A0.2 W"MIN. CLEAR FLOOR SPACE At TEDOI MOUNTED W.C. / 55O RSPACE FLOOR SPACE At WALLMOUNTEDW.C. CLEAR FLOOR SPACE (d) CLEARANCES AT WATER CLOSET IN COMPARTMENT WITH OUT -SWINGING SIDE -OPENING DOOR FLL�A aU sv--( 59"MIN. CLEAR FLOOR SPACE AT FLOOR MOUNTED W.C. 56"MIN. CLEAR FLOOR SPACE AT WALLMOUMEO W.C. NEUVERINGI SPACE CLEAR FLOOR SPACE (b) CLEARANCES AT WATER CLOSET IN COMPARTMENT WITH OUT -SWINGING END -OPENING DOOR 59-MIN. CLEAR 59" MIN. CLEAR ROORSPACEAT 96-MIN. FLOOR SPACE AT Jd"MiN FLOOSMOUNIE➢WG - —� FLOOR-MOUNLEO W.C. III/// 56"MIN. CLEAR I SWIWHENGS IN 5OMIN. CLEARORSACEA FLOOR SPACE At SWINGS IN SWIWHENGS IN FLOOR SPACE AT SWINGS IN WALL MOUNTED W.C. WALUMOUNTED W.C. CLEAR FLOOR SPACE CIFAR FLOOR SPACE E O 6 =Iw D F LL y DOOR PERMITTED TO SWING OVER HATCHED PORTION OF JV V MANEUVERING SPACE 60"MANEUVERING 48 MANEUVERING SPACE Ai SPACEATENDDOOR / SIDE DOOR (e) CLEARANCES AT WATER CLOSET (c) CLEARANCES AT WATER CLOSET IN COMPARTMENT WITH IN -SWINGING IN COMPARTMENT WITH IN -SWINGING SIDE -OPENING DOOR END -OPENING DOOR 56"MIN. CLEAR FLOOR SPACE CLEAR FLOOR SPACE DOOR PERM1M TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 5aMIN. cwx MANEUVERINGS SPACE (a) CLEARANCES AT WATER CLOSET CLEARANCES AT WATER CLOSETS sod 9 2 T-010 JULIA 14' a 4 m n A a a 9 b B q 13 1hBl, IB 1 ❑ ®— IT L A 9 y .Y qE Tn-y. 24 I1" TO I T MAXIMUM HEIGHT B" TO CL MIN LE TOILET FOR OPERABLE OF PARTS AND WITEDE'I BOTTOM OF OUTLET MIRRORS O ESSIBL4EIdd ARE. LJOYEEO CCVTTR TOILET PAPER BEAT O O b COVER DISPENSER F S.N. II PAPER TOLEL DISPENSER I6 WALL SWITCH DISPOSAL (RECESSED e ACCESSIBLE) PAPER TCXd DISPENSER A O IT CONVENIENCE OUTLET In URINAL SCREEN O 4B"xl I' DIA. GRAB BAR O LHAed RECEFF" LE O O NOT USED O 36"xl Ua" DIA GRAB 13 WASTE RECEPTACLE IB DIAPER CHANGING STATION BAR ® TOILET PARTITION O ACCESSIBLE WATER ON 14 MIRROR WITH FRAME MEN, TOILET PAPER E SEAT WIDE SIDE OF STALL OCOPPER OPP E DIESSED s ACCESSIBLE) 10 NDER SANITARY NAPKINRAMPON 15 6CAP DISPENSER (REO DISPENSER NOTE VEMPT ALL MOUNTING HEIGHTS WITH MANUFACTURER ALL DIMENSIONS FOR TOILET ROOM ACCESSORIES ARE TO ROdd OPENING, TYPICAL ACCESSIBLE CLEARANCES sDALE 2 FOR ADDITIONAL CONFIGURATIONS, REFER TO (D SET VENT 6'-IS- 36"MINI / DRINKING / S4'MIN. \ 'B DRINKING SOiIOMOFMRRDR '' 6 b I6 I ILVAIDAYIRNE9IRNLAARIfM5YPP0R1 ( T Mlrv. _ - � � 14 � la kaNpIGP KNEE SPACE D. i il"MIR.DDRAI4RANC MIN. I D b E F IV MR. LJORAINPIPE IAVaiORY S1IPPORi W/ 'S n IT' I CONCEALED ARMS. A Y MIN' 0 STUD WALL n N RNBH BOOR l S. t7 Ir :ram �/ � WOME % ry 4"MIN,iDf CLEARANCE ll�� i tiI NOTES. J m § IB E l LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST NOTE: \ ` - - _ / I UNDER N FROM FLOOR AF MID FIIN MIN. OF WIDTH CLEARANCE b TS' TO BOTTOM OF A O.C. S FOR G RFSTR L OPERABLE LENDER F T NT 701". P N ME W1 WITH N MIN PARTS FOR EXISTING REBTRODM \ PTFL AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND FlxrvRgs as AMAAIMum or4D•APE ALL BE MIN. 9• PROM FRCNT OF OSCALE: 1/2L'=1'-011 Oq TYPICAL MULTIPLE ACCOMMODATION TOILET AND MOOIEY/RE-INSTALL THE VATORIE9. p 11 ACCESSORIES WHEREREDUIREDTO �- _ _ _ _ _ _ SCALE: 1/4 = 1�-0 MEETACCESSIBLE REQUIREMENTS REFER TO alA03 FOR A00'L INFO. -i TOILET ROq-1(b) AOGESSORIES NOTES: It �\� N Op LAVATORY DETAIL OI ACCESSIBLE URINAL-PLIISIL CONTROL • r44" a0 ACCESSIBLE COMPARTMENT DOOR L GENERAL CONTRACTOR SHALL BE '1 i I SCALE: 1 /2" = 1'—DI APE. RESTROOMSLE FOR VERIFYING EXISTING T Oa NOT Ludw e. THE STALL TIC C 18 E G ITEldDEVIL WITH RE9TROSPERIE) AS RE DIREONS AND UPGRADING n AN AUTOMATIC CLOSING DEVICE. ACCESSIBLE 6) A9 REWIFED FOR J 42 IT O NOT USED b- THE AUTOMATIC DOOR CLOSING DEVICE CONTRACTOR CODE COMPLIANCE. GENERAL IB SIDON OF 10 THAT FROM AN OPEN GC ENSIONOR SHALL MEASURE ALL E)GATEp4y„ PRDV E' r MIN. ®DI N6PEN6ER IR�fE99ED • ACCCOE 610LE) MEASURED A mHE" FROM , THE DOOR ACCESSORIES, FOR EXISTING REBTROOM, 2N'DRy 51•NOT USED WILL TAYd 3 SECONDS TO PLUMBING FIXTURES AND RESIROOM 54"MIN F 61 _ _a ( 61M. MIN. O BEN- TOLET PAPER SEAT COVER c.CEO IBB ELAN EDGATCH, ACCE960RIE9; VERIFY FR0THE L THREE DOOR NEW LOU iEE LEADINGE OF ARE) R FLA E. INDICATED ON THIS SHEET, -- THE DOOR AND HARDWARE I AND REPLADE, F€INSTAS REQUIRED, MODIFY -- l 5 b m O d THE FINISH HMENT DOOR ACCESSIBLE 6 EXISTING CONDITIONS AS OTHER SIDE TO THE " a. INFOR9ATIOV SHOWN ON ONE SIDE OF TOILET t'I DISPENSER R 011 DISPOSAL (RECESSED • R SHALL BE APPLIED TO OTHER SIDE OF ACCE991BLE1 FLIP OVER TOILET, TYPICAL UNLESS NOTED OTHERWISE. COMPARTMa% MIN. L - T IR' DIA. x 4B" GRAB BAR Pd3" STYLE, SLIDING OR OTHER HARDWARE 3. REFER TO PLUMBING DRAWINGS FOR EXACT Q= - AFF. NOT REOWI ING THE USER TO GRASP OR PLUMBING LAYOUT, FIxn1RE SPECS. AND v _ z I / MIN.` -2 z O TWIST. ADDITIONAL [INFORMATION. 0 12" DIA. x 36" GRAB BAR 0.33^ n THE INSIDE AND OUTSIDE OF THE MIN. 1 / AFF. COMPARTMENT DOOR IS EQUIPPED WITH 4. TOILET BOOR SHALL HAVE SLOPE SHOWN MIN ' I y AND as MAX.) TO FLOOR DRAIN 49 SHOWN 4B'• i F Oq ACCERREUE WATER CLOSET-FLUEH THE LOOP OR U-SHAPED HANDLE f ON TOILET PLAN. M TOILET ACCE55191E MIN. CIFAR CONTROL ON WIDE SIDE OF STALL LOCATED IMMEDIATELY BELOW THE 2 : - $ LATCH. B, DOOR SHALL NOT SWING INTO CLEAR 'TD' MEr C I __—_— ---- SIGNS AS REOWREO \ Il. n 10 SANITARY NAPKINRAMPON I. THE iMAXIMJI'I PRESSURE TO OPERATE FLOOR SPACE REHIRED FOR ANT FIXTURE DISPENSER THE DOOR DOES NOT EXCEED 5 LOF, 6. ALL DOORS, FIXTURES AND CONTROLS OP'"> IF THE COMPARTMENT HAS AN C(EV ` I II NOT USED 9 END-OPENINGT DOOR (FACING THE SHALL BE ON A4 ACCESSIBLE ROUTE �6IEBEp MEN- - --- F 1 5 \ 4 — S RECEPTACLE BELOW �EIOF EE ET). THE STALL DOOR 1. EXCEPT AT DOORS. THE MINIMUM CLEAR r I JANITOR r D 14 MIAPRRORER TWOIT�H RELAYS POSITION. WITH WASTE MINIMUM CLEAR OPENING WIDTH OF AGCEBREHE ROUTE(6) 16 36,Tr- 9 4. I 9 WIDTH OF 3Y' WITH THE DOOR INCHES I •�. R I LE OF L L- -nL T O NOT USED PO6ITIONEDg FROM IAN TS CLOSED B. TOILET ROOM FLOORS HAVE A STABLE PIR9 OM R OCATED - DURIIDRROINESSR R n _ _ ---- O SOAP DISPENSER, (LAVATORY hIPROPPIIDEOHPNE MNIMULT HAS AND SLIP -RESISTANT SURFACE TEEFPI, lavaroer snuL RSNaIN LOLKfn _ / e, 15 us a so-DIEGRE L pURING BUSINESS N9l1 �L_ IS SOAP DISPENSER PROVIDES AMINI�M 0.EARAOPENINGR �91 IHE DOOR I POSITIONED AT ANWIDTH OF 34" WITH TANGLE OF L v Tel I I "� 3IY'X4S' LAVATORY MOUNTED) S FROM ITS CLOSED CLEAR SPACE. Il. NOT USED J. THE POSITION. STALL DOOR DOES NOT SWING INTO THE CLEAR FLOOR 30'X46" LAVATORY IC IB NOT USED SPACE REQUIRED FOR ANY FIXTURE. - 301TRSPA AT_ y ODORS MAY SUING IN THE PORTION OF F----rMANEUVERING SPACE LJHIGL� DOES ` RELOCATED 1 32' 3' - 3T O OVERLAP T E FIMUI� 9 REMAREDNOT 9 NOT USED \ ROR, IDEA MEa i MIN: CLR. MIN. CLR. CLEAR FLOOR SPACE. ,I _ _ _ ✓ © SINGLE ACCOMMODATION TOILET' � — r ! SCALE: 1 /2" = 1 '_0„ CLEARANCES AT WATER CLOSETS SC_LE 4 TYPICAL RESTROOM PLANS s A 1 VE'=1 T Uj Ln U (F� Z v W Z � W zZ0Id QQ R3�E� M LL z Q C) w H � Q ^ wcoN Z z v/ L Q Q In Z�cq U U) w~ Z W U RECORD lei Stuft One, In 0 Pullman Street to Meal, CA 92626 714.5I0.5000 714.755.3013 II%uE DATE DESCRIPTION 1 1 A II Is-'d11a CRYCOMMENTS 12.1-CPC RESTROOM ACCESSIBILITY REFERENCE DETAILS A0.3 DEMO PLAN KEYNOTE SCHEDULE Dl EXISTING FURNITURE L PARTITIONS (INCLUDING ANY ASSOCIATED ELECTRICAL)TO BE REMOVED AND/OR RELOCATED. D2 EXISTING TILE TO BE REMOVED: REFER TO SHEET AI.2 FOR ADDITIONAL INFORMATION D3 EXISTING CARPET TOBEREMOVED: REFER TO SHEET A62 FOR ADDITIONAL INFORMATION D4 NOT USED THE WALL TO BE REMOVED'. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION, DES NOT USED I NOT USED DB EXISTING FURNITURE TO BE REMOVED. D9 SAW CUT EXISTING CONCRETE SLAB AS REQUIRED FOR NEW POWER, DATA, TEL. AND PLUMBING DESIGN. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR COMPLETE INFORMATION. PROVIDE NEW CONCRETE SLAB ON GRADE AFTER INSTALLATION OF UNDERGROUND UIILRIEfi AS REQUIRED TO MATCH ADJACENT EXUETINGF. DID EXISTING RESTROOM DOOR. FRAME AND ADJACENT WALL TO BE REMOVED AND REINSTALLED, REFER TO Al.l FOR ADDITIONAL INFORMATION. 011 EXKSTNG REARY30MDOOR TO BE REMOVED, REPAIR EXISTING DOOR FRAME AS REQUIRED AND PAINT TO MATCH ADJACENT SURFACE. �I Film I ` AUL _- -- �I � nin No WRK IIII III ® I Pi HE IN L HE vAwT � RUEPU Er OS \\ J�v TO �` f 1 �.� -- _.__d___________________-______. al — i D a' t fi 'h 2'd, — G F A �.E — -- -- — ,• r �l _ I o1 01 0l m Oil F ,_. I l I ell- HN S+.Dz)I it IT,� a I�. `d I II 1 a I 1III� 4 L.. __ LJ L_.!L ...I 4 p1 L d DI IN Evi I '- NOO GENERAL NOTES: ' L ALL WORK MATERIALS, METHODS DEC, SHALL CONFORM TO APPLICABLE LAWS. _ ALL GOVERNING BUILDING CODES, ORDINANCES. REGULATIONS AND AGENCIES. 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE CONIACIOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, IU NLESS A SEQU SECT IS SPECIFIED BY THE OWNER OR CONTRACT AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OFr MTHE E WORK WORK. 3. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLTION AND CONSTRUCTION BY WE LOCAIGHT OANp BARRICADEAGENCIES TO BE DETERMINED BY THE WORK, HE GOVERNING AGENCIES. 4. PROVIDE A TEMPORARY DUST PARTITION TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED. REVIEWED AND APPROVED BY THE TENANT REPRESENTATIVE. 5. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO V PERFORMED AND DOES NOT RELIEVE IHE CONTRACTOR FROM OI HER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. ME CONTRACTOR SHALL CONDUCT ON SITE VISIT TO VERIFY INVENTORY AND IDENTDEMOLISHED AS ERAL SHOWNON TRUCTION CONTRACT (CONTRACTOR SALVAGE TO BE DEMOLISHED PS SHOWN ON CONTRACT DOCUMENTS PRIOR i0 BoolNc. a. FOR DEMOLITION WORK AS A RESULT OF SIZE MOOIHCATIONS, REFER TO THE SITE PUN ON STEEL SOI.a b, TOR DEVOLUTION WORK TO EXISTING INIEKOR WALIS AND FLOOR COVERING REMOVAL, ON STEEL Dl -I. c FOR DEMOLITION WORK Of EXISTING EXTERIOR BUILDING. SURFACES, REFER TO THE EXTERIOR ELEVATIONS ON SHEEI A4-I, A4 28 Sli tl, MR DEMOLITION WORK AS A GiU OF ROOF MODIFICATIONS , REFER TO ME ROOF PLAN ON STEEL A3. e. FOR CEILING FINISH REMOVAL AND SUSPENDED WALL MODIFICATIONS REFER TO TILE REFLECTED CEILING PLANS ON SHEET 01-2 L TOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES, REFER TO SHEET 01-I, rn AND ELECTRICAL MECHANICAL AND PLUMBING DRAWINGS. N. C g. FOR EVENT OF DEMOLITION WORK FOR LIGHTING AND ELECTRICAL, REFER Z 2 TO ELECTRICAL DRAWINGS. R FOR EXTENT Or DEMOLITION WORK FOR HOODS, EXHAUST, VEMIILA➢ON, ETC,. REFER TO MECHANICAL DRAWINGS. vi \ I. FOR EXTENT OF DEMOLITION WORK FOR WATER, GAS, EllETC,. REFER TOPLUMBING OF DEMO WO Z O k. FOR EXTENT OF DEMO WORK TO LOAD BEARING CONDITIONS, REFER IO FEE STRUCTURAL DRAWINGS 6. CONTRACTOR SHALL PROTECT ALL EXISTING AND TO REMAIN CONSTRUCTION M L.L Z SHOWN FROM DAMAGE DURING DEMOLITION, FOR THE EVENT OF IHE OFMOLRION AND MWIFICA[ION. PATCH AND RE°AIR ALL ACCIDENTALLY J / 1 DAMAGED ITEMS AS REQUIRED. W AIR lJ Z SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING �LL/� REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION V) DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE Uj W RESPONSIBILITY OF THE CONTRACTOR.IF A REGULATORY AGENCY REQUIRES A 111 LICENSED SFORSHORINGENGINEER OR F ARCHITECT TO SUPERVISEFOUNDAPONS,STANDUR PROVIDE L.L_ Q Q Q DRAWINGSFORSHORING OFLERUONRALFOUNDATIONS.NTRUCTOR AND/OR PROVIDE G. HIS ITENWO KASAT 15 ART FIHEBASE Y OF THE CON PACT WILL — J Z PROVIDE THIS WORK ASAPAFLOFIHEBASECONIRACI � W 8, ASBESTOS REMOVAL IF ANY) 15 A PART OFTHE BASE CONTRACT. 00 9. IF CONTRACTOR ENCOUNI FRS ANY HA]AROOUS MATERIALS DURING DEMOLITION 0 ` AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY ME Q TENANT AND ARCHITEC I BEFORE PROCEEDING. HE EQUIPMENT RENTS TO BE REMOVED OR THE REMAINING ON ME CONTRACT V "1 DOCUMENTS SHALL REMAIN PROPERTY OF THE TENANT. THE CONTRACTOR SHALL LLI PLACE THE EQUIPMENT IN STORAGE OR DISPOSE Of AS DIRECTED BY THE TENANT. WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVED MANNER CONSULT CITY/COUNTY AS REQUIRED). LIJ J 11, FOR PROSPECTIVE TENANT SALVAGE ITEMS REFER TO MECHANICAL. FFCIRICAL !I I L REFRIGERATION AND HVAC DRAWINGS AND CONSULT TENANT REPRESENTATIVE 12. CONTRACTOR SAVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN U ANEXPEDRIOUSMANNER, 13. FOR EXTENT VAB ALSO REFS CURING,ARAL DRAVALiO EXISTING CONCRETE ARCHITECTOFRECORD WRBS PNO SLAB.AL50 REFER i0 STRUCTURAL DRAWINGS. 14, CONTRACTOR SHALL PATCH AND REPAIR ALL EXl5➢NG REMAINMG SURROUNDING SURFACES AS REQUIRED TO MATCH NEW/OR EXISTING WORK, NEW DOOR SLABS Nadel Sietllo One Inc TO BE FLUSH AND LEVEL. — - 15. SEAL ALL EXISTING CRACKS AT WAREHOUSE OR ANY EXPOSED CONCREIERWR 3050 Pullman Slle°I AREA, VERIFY THE SCOPE OF WORK PRIOR TO BIDDING. GO518 Mel CA W626 16. ALL TRENCHES TO BE POURED WITH NEW CONCRETE AND FINISHED FLUSH AND , 714.540.5000 LEVEL ATM EXISTING SURFACE DOWELS TO BE MINIMUM 9 LONG AND AT U F, 714.1553013 _ O.C.UNO. REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. xvm.n0tl81BFCCOm 17. WHERE ANY PLUMBING. MECHANICAL REFRIGERATION OR ELECTRICAL TONS, LINES, RIENRES ETC. HAVE BEEN REMOVED, PLUG AND CAP PIPES, CONDUITS, LINES, CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS, ETC. PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS REQUIRED. w D 18. FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF EX6TING DOOR, DOOR HARDWARE, DOOR FRAME REFER TO DOOR SCHEDULE ON SHEET ARE, N EN01NE9R OF RECORD DEMO NOTES h� APaN * 19]Y1 FOR FVENT FOR DEMOLITION WORK TO WALL FINISHES. TO ACCOMMODATE WALL MODIFICATIONS PROVIDE THE FOLLOWING DEMOLITION AS PART OF THE BASE CONTRACT: 1'mn Vp' BFciOF° . STRIP EXISTING WALLS. SUSPENDED WALLS STOREFRONT AND SCENTS OF FINISHES, TRIM, AND SUBSTRATE. ISSUE DAIS DESCRIPTION S. IF THE GYPSUM BOARD IS DAMAGED, REMOVE DAMAGED GYPSUM BOARD TO EXPOSED STUDS AND REPLACE WITH NEW GYPSUM BOARD. A 0215-M 13 CITY COMMENTS C. PREPARE GYPSUM BOARD SURFACES TO RECEIVE NEW Hl ITEMS. LEGEND $5 N°��'w°s 12.1-CPC EXISTING WALL OR PARTITION TO REMAIN. _ _ _ _ _ IXISTING WALL OR PARTITION TO BE REMOVED. r '1 IXISTING FIXTURE EQUIPMENT OR MILLWORK TO BE REMOVED. L___J DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN „B, 1 D1.1 DEMO E SCHEDULE PLAN KEYNO KEYNOTE GSYSTEM TO BE D2 IEXISTING LIGHT FIXTURE TO REMAIN. D3 EXISTING HVAC GRILL TO REMAIN. REFER TO MECH DRAWINGS FOR COMPLETE INFORMATION GENERAL NOTES: ' I. ALL WORK,MATERIALS.METHODS,ETC. SHALL CONFORM TO APPLICABLE LAWS, _ ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2, ME CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONIACIORSBEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES SEQUENCE, (UNLESS ASEGUENCE IS SPECIFIED BY THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 3. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOUITION AND Ul CONIUTRUCTONERMINEDBY WORK.HEIGHT GOVEND RNING RICADEAGENCIES, CONSTRUCTION TO BE DETERMINED BY ME LOCAL GOVERNING AGENCIES. 4U PROVIDE A TEMPORARY DUST PARTITION TO PREVENT DUST AND DEBRK FROM SETNNG ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED, REVIEWED AND APPROVED BYTHE TENANT REPRESENTATIVE. 5. THIS PUN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND 009 NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONDUCT ONSITEVISIT TO VERIFY INVENTOSALVAGE) AND IDENTIFY DEMOLISHED AS ERAL SHOWNON CONTRON ACT DOCUMENTS OR SALVAGE( i0 BE DEMOLISHED AS SHOWN ONCONIRACT DOCUMENTS PRIOR i0 BIDDING. 0. MR DEMOLITION WORK AS A RESULT OF SITE MODIFICATIONS. REEFR TO THE SITE PLAN ON SHEET SDI 0. b. FOR DEMOLITION WORK TO EXISTING INTERIOR.WALL6 AND FLOOR COVERING REMOVAL, ON SHEET D I -I. C. FOR DEMOLITION WORK OF EXISTING EXTERIOR BUILOWG SURFACES, REFER TO THE EXTERIOR ELEVATIONS ON SHELF A41. A4-2 B SDLD, J. FOR DEMOLITION WORK AS A RESULT OF ROOF MODIFICATIONS. REFER TO THE ROOF PLAN ON SHED A3. a. FOR CEILING FINISH REMOVAL AND SUSPENDED WALL MODIFICATIONS, REFER TO THE REFLECTED COUNG PUNS ON SHEET 0I-2, 1. FOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES, REFER TO SHEET D I -I. o Uj AND ELECTRICAL. MECHANICAL AND PLUMBING DRAWINGS `i C g. FOR WENT OF DEMOLITION WORK MR LIGHTING AND ELECTRICAL BEER � 2 TO ELECTRICAL DRAWINGS. h FOR EXTENT OF DEMOLITION WORK FOR HOODS, EXHAUST, VENTILATION, LIJ ETC,. REFER TO MECHANICAL DRAWINGS. Y I. MR WENT OF DEMOLITION WORK FOR WATER, GAS. DRNNS, ETC.. REFER TO PLUMBING DRAWINGS. l O R. FOR EXTENT OF DEMO WORK TO LOAD BEARING CONDITIONS, REFER TO. ! STRUCTURAL DRAWINGS 6, CONTRACTOR SHALL PROTECTALL EXISTING AND TO REMAIN CONSTRUCTION G' m ^ Z SHOWN FROM DAMAGE DURING DEMOLITION, FOR ME EXEMPT OFE ` L.L DEMOLMON AND MODIFICATION. PATCH AND REPAIR ALL ACCIDENTALLY DAMAGED ITEMS AS REQUIRED. M J U J. SHORING OF STRUCTURAL FOUNDATIONS. STRUCTURES, AND/OR TRENCHING • • Q ^L LL REQUIRED 70 COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION L DOCUMENTS IS CONSIDERED A MET HOD OR TECHNIQUE AND IS WE SOLE I I I Z m RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE. APPROVE, AND/OR PROVIDE ///��� DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR �/ , a W Q TRENCHING. THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WILL v' Q PROVIDE THIS WORK AS A PART OF THE BASE CONTRACT. `/1 (D11 I S. ASBESTOS REMOVAL (IF ANY) IS A PART OF THE WE CONTRACT. \ v Ay,( IS 9, IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND HOLEY THE y 1 TENANT AND ARCHITECT BEFORE PROCEEDING. 10. EQUIPMENT ITEMS TO BE REMOVED OR THE REMAINING ON ME CONTRACT U) W DOCUMENTS SHALL REMAIN PROPERTY OF THE TENANT. THE CONTRACTOR SHALL PUCE THE EQUIPMENT IN FORAGE OR DISPOSE OF AS DIRECTED BY THE TENANT. WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVED MANNER(CONSULT CIttICOUMY AS REQUIRED). J 11. FOR PROSPECTIVE TENANT SALVAGE HEMS REFER TO MECHANICAL ELECTRICAL !1 F 1 REFRIGERATION AND HVAC DRAWINGS AND CONSULT TENANT REPRESEMA➢VE � � 12 CONTRACTOR SAVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN U AN EXPEDIIOLIS MANNER. 13. FOR WENT OF DEMOLITION. CUTTING, AND REMOVAL TO EXISTING CONCRETE CURBS AND STAR AUTO REFER i0 STRUCTURAL DRAWINGS. 14. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING REMAININO SURROUNDING SURFACES AS REQUIRED TO MATCH NEW/OR EXISTING WORK, NEW FLOOR SLABS TO BE FLUSH AND LEVEL. 15. SEAL ALL EXISTING CRACKS At WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR AREA VERIFY THE SCOPE Of WORK PRIOR TO BIDDING, 16. ALL TRENCHES TO BE POURED WITH NEW CONCRETE AND FINISHED FLUSH AND LEVEL WITH EXISTING SURFACE. DOWE6 TO BE MINIMUM B" LONG AND AT24" CC., U N 0, REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. 19, WHERE ANY PLUMBING.MECHANICAL, REFRIGERATION OR ELECTRICAL ITEMS, LINES, EXTEND, ETC., HAVE BEEN REMOVED, PLUG AND CAP PIPES. CONDUITS. FINES. CEILING AS NECESSARY TO CONCEAL ABANDONED THEMES, ETC., PATCH AND REPAIR FLOOR. CEILING ANWOR WALLS AS REQUIRED, IB. FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF EXITING DOOR. DOOR HARDWARE,DOOR HARD REFER TO DOOR SCHEDULE ON SHEF A60, LEGEND EXISTING WALL OR PARTITION TO REMAIN. _ _ _ _ _ EXTEND WALL OR PARTRION TO BE REMOVED. EXISTING FIXTURE EQUIPMENT B MILLWORK TO BE REMOVED. MR lei Studio One. IT 0 Pullman Street to Mesa, CA 92626 710EPUE5000 714,755.3013 OFRECORD ISSUE I DATE I DESCRIP¶ON 1 12.1-CPC DEMOLITION CEILING PLAN D 1.2 PLAN KEYNOTE SCHEDULE P1 RECESSED FLOOR CLOSER: PROVIDE BLOCKOUTIN SLAB FOR CONCEALED DOOR CLOSER, REFER TO HARDWARE SCHEDULE P2 LINE OF SCRIPT ABOVE P3 FULL HEIGHT WALL P4 PARTIAL HEIGHT WALL PS GLASS L MILLWORK PARTITIONS BY G.C. PROVIDE STUD FRAMED WALL ABOVE UPTO 10'-5" A.F.F., REFER TO ELEVATION SlA5.2 FOR ADDITIONAL INFORMATION. PB NEW DOOR L GLASS PANEL. SEE DOOR L HARDWARE SCHEDULE A3.1 FOR INFORMATION P] EXISTING PLUMBING FIXTURES TO BE REPLACED. SEE PLUMBING DRAWING . P PROVIDE TACTILE EXIT SIG AT EXISTING EXI D RS. R TO-0ETAIL I/A0.2. ,ADDITIONAL INFORMATION. j OArk /EIOIV.66 ELEC- — IATM ATM 'CRFEEi51AMYN0YfSl ® M Iqd I. SCREENofM6$HAUREPOMONMSOTHEYy DIO VISIB@AND XIMME EAIEBYA PERSON USINGA WHFEI1H AN PPPRO%IMPIE EYELV LOidSA.f. f. - AWE 1 OF 2.VEETICALLY MOUNCNA TED SOUND SEEMED MOO M[[ Fcal IV MEN wplp Rp.,M., — LAWAYYFROMVHWDETHECENTEAWEOAND ED ANGLE MOUNTED CREM N 30 AND DEGREES EEELOSGECENTMANMUMAFLLNEN ECES SHALL BE LOCAFAR BITTED 52'MAXIMUTED 4 OFT R:P Er MDuw®sceEwseEIwEEN eoEDREEs fRDM VIEWFR,IHE CENTEALiNE D: ND /CES SEAL BE LOCATED 3VMXIMU_ 30 J --- ----� ® SEESLI FLDOAPUN FDR T 4RULMOEUUIREMENIS \ AND RUERwcmDETAILS T rp p 1 1=� ln�z; Fin! N I 4 I IM 14 i GENERAL NOTES: 1. REFER TO SHEET ADD GENERAL NOTES FOR DIMENSIONAL INFORMATION. 2. EXTERIOR WALLS ARE fXIBPNG. PATCH AND REPAIR TO LIKE NEW CONDITION AS REQUIRED DUE TO WORK. 3. INTERIOR WALLS SHALL BE OF METAL FRAME CONSTRUCTION PER STRUCTURAL DRAWINGS. J N.O. 4, INTERIOR PARTITIONS ARE 5" WIDE [NOMINAL DIMENSION) - ACTLAL DIMENSION 15 SLIGHTLY SMALLER, U.N.O. 5. PROVIDE FIRE BLOCKING AS REQUIRED PER CAD SECTION 717.2 S. III STRUCTURAL MEMBERS AND WALLS AS REQUIRED TO CREATE FLUSH SURFACE FOR RNISH INSTALLATION ABBREVIATIONS: F.OS. FACE OF STUD o SYMBOL LEGEND O STOREFRONT ASSEMBLY SYMBI REFER TO. 21 IDIA DOORSYMBOL-REFERTO Alt NEW WALL EXISTING BULLET RESISTANT GLASS NEW BULIkT RESISTANT GLASS NEW PARTIAL HEIGHT WALL TO MATCH ADJACENT EXISTING WALL IN HEIGHT. WX WALL PES L FER? TO NOTE, ALIINTERIORWAIL.S nRE TO BE wALL TYPE <S>U.N.D. Fx FLOOR TYPES SYMBOL -REFER TO e �s NOTE: ALL FLOORS ARE TO BE FLOOR TYPE < FA UN.O. Nn III— z �w z w Y Z O co Q m d z Q m J E2 U �_ W ��-U'a w z z m w 0 z H Q V L ry o W ~ w ]HITECT OF RECORD Jet Studio One, IT 0 Pullman Street No Mesa, CA 92626 714.540.5000 714,755.3013 IR ��19 ARCA JU B. W�_/AP ■ 1812E } m.mm \c OP LAUA� ISSUE I DATE I DESCRIPTION A 02-15-2013 ICITYCOMMENTS ,I It I- Ius 12.1-CPC FLOOR PLAN FLOOR PLAN AIJ FINISH SCHEDULE Ay/,Gj? MILLWORKBYG.C. REFERTO INTERIOR ELEVATIONS.SH.TON.ANO DETARS MILLWORK BYG.C. COUNTMOP: CORIAN"MLVMMRCH.RE}EC, TOINIFRIORELEVATIOW,SFC90N;ANODEF IS. MILLWORK GENERAL NOTES a PLASTIC LAMINATE SCHEDULE. A. PLASTIC LAMINATE FOR GENERAL CONTRACTOR SUPPu D CABINETS AND COUNTERTOPS: 1. ALL CABINET HORIZONTAL SURFACES IPL-1)SHALL BE: WIISONART PRODUCT 4832-38"CITED SOAPSTONE WITH A TEXTURED FINISH, U.N.O. 2. ALL CABINET VERTICAL SURFACES IPL-1)SHALL BE: WIISONART PRODUCT %B8238'OILED SOAPSTONE'WRH A TEXTURED Hi U.N.O. B. PLASTIC LAMINATE MR VENDOR SUPPLIED CABINETS & COUNTERTOPS 1, HORIZONTAL SURFACES AT LETTER LINEEAR bbPB1. MANUFACTURER: WBSONARL PRODUCT NUMBER: 46B2-38 "OILED SOAPSTONE). FINISH: 15 TURED. 2.APPLICATION: VERTICAL SURFACES Al TEllER LINE- 0SIRSEE & P9s MANUFACTURES: WI60NARTPRODUCT NUMBER: Z43307 1'SHAKER CHERRY'). HNISH: TEXTURED, C. PROVIDE MILLWORK END PANELS AT TElLERUNE AND COUNTERS WHERE UNDERCOUNTER EQUIPMENT R EKPOSED. PROVIDE SUPPORT PANEI S ON BOTH SIDES OF CASH DISPENSERS OR CASH RECYCLHO IN TELLER AREA. D. SHOW LAMINATE PATTERN DIRECTION ON MILLWORK SHOP DRAWINGS. PROVIDE GROMMETS AS REQUIRED. F. VERIFY SIZE OF OWNER SUPPLIED EQUIPMENT PRIOR TO MILLWORK CONSTRUCTION. F. CABINET LOCO TO HAVE ONE LOCK PER DOOR OR ONE LOCK WHICH CAN LOCK BOTH DOORS, NO EBOW LATCHES. REFER TO INTERIOR ELEVATORS FOR MILLWORK KEYING LOCATIONS GENERAL NOTES: 1. PAINTFINISH Al ALL WAILS PO SE Pl-I U N.O R. WALL BABEALALLWALLSTO BEW6i U.NO 3, PROVIDE ALLOWANCE FOR GENERAL TOUCH UP PAINTING OF SCUFF MARKS AND DAMAGED AREAS TO EXIBING PAINTED SURFACES. REVIEW ALLOWANCE AMOUNT AND SCOPE WITH OWNER REP. PRIOR TO FINAI IZING CONTR SYMBOL LEGEND FLOOR a WALL FINISHES WD-I CTC 38 CTS (DARK BRONZE) CPT -I (FEATHER FLOOR AS REQUIRED) FTS-I-CARPETTOWOOD LIN-1 JOHN$ONTE CLA-XX-Ni (BLACK CPT-0 LFIR INOLEUM UNOIEUM Ci-1 CTC-30-CT$IDARK BRONZE) CIT-I IFEATHER FLOOR AS RIEDNINED) T FTS-2- CARPET TO PORCELAIN TLE Cr-I JOINSONFE CiAX%-P (BLACK). SC SELDCON IRET TILE iO SEALED CONCRETE SEALED CTC-EDGE IDARKBRONZE) W0. FTS3-WOOD iO PORCElA1N TLE CT -I CTC-EDGE )DARK BRONZE) PORCGRATING TO PORCELAIN TILE SC JOHNSONITE 5SIR XX.B(BLACK) 'UN -I III -SLATED CONCRETE LJ UNOLPUM SC JOHNSONTTE SSR-X%J (BLACK) CONCRARPETTO $FACED CONCRETE LIN-I JOHNSONRE CTq-%%-Y (BLACK) FI$A-VCTiO LINOLEUM ilNt%Y E ('M1L FNL'N lln lW.vlil SATIN HNOFI Rb L`WRS6FRAM3 IT2 ACfBfF MINI - ------- .NNUFACBM'Ek Bel PMN NOORF PRWU2i• N1RAwPoERBORNE w1ERIDR PAwT COL'9R IInM iO 1 SHERWW WIlLAM VW1 6' COPPER MTWTNN" D CfL9iELL nN5N 5eb INI ADDED PANT - -. .LBRFRMFL 'FBUNMAT EMRYBIKRPBE lEIN1TBi19RPAW! c[KUH AEI' lbo'ig3TNIPE HNISH E snTry I�Nlsf ses fikmMst ITT TO MICR ADAC EXISTING INTERIOR PLANT --- mANUFACIN& R fHASF MPRG4£O CS MACN PRWU1 COLOk OMN fl MROVFf] LCENTE%61MG HNSH RO MgCH MJOGENT 1,AQ11NG waro IPMELLFUS FABRIC MI{M1>re e1NfmTL% FLmM pfilYr liE 'ESfTRE9c.,Q OL fliCAucT PRUNCi Y. 'hNOJR CONIPCTNOMM T.IM RI%iFN C)GLN CCNIPFiNUMBER LOU nDIE 15EL PH HuTNIE%T ALI SEE kEFERENCEO pONL TOR PODLHJAD LRV WSINLAaON IIBAA FLOOR TRANSITION DETAILS 3� 2 I� F I - i t ns. j <' � 4 ) Q 1 L--- 1 L--- J I I I aoR REM I ) I I i I Nn ,ON A- NAME wan w Ln U Z w Z� w YY> Z p l� Q m d z Q m J : U w H Q w Z Z Do U) E < LU (Dw= z~oQ X w wz w U Jet Studio One, IF 0 Pullman SUeet in Mese, CA 92626 714.540.5000 714.755.3013 5 c L I 1 Q ISSUE I DAtE DESCRIPTION 12.1-CPC FINISH PLAN FINISH PLAN Al 22 P3 v m 18'MINSIIIIII¶�III�I�� c ICI �. PIT J IT I MIN i B ' / P4 ey> Lia I�YP.I T / •S jljL IS MIN. { L-4--- ---j t_ ////���V.\VA u L1O _ P PTR P10 PI, PPitL_ — P2 PIS y gyp PII P PITIr PIS / I--- — — , I r , Pllf tPll� _ N r P6 PIT — 9 FURNITURE & EQUIPMENT PLAN scuE 1 GENERAL NOTES; I. COORDINATE ALL ROUGH -IN LOCATIONS WRH VENDOR PRIOR TO FRAMING. 2.REFERTOE'ECTRICALDRAWINOSFORADOIT[O LINFORMATION. PLAN KEYNOTE SCHEDULE In BEVERAGE CREDENZA: PROVIDED BY VENDOR. N LC. PROVIDE POWER AS REQUIRED. PS BRANDING WALL BRANDING WALL PROVIDED BY VENDOR, N.LC. PROVIDE POWER AND DATA AS REQUIRED, P3 INSTANT ISSUE MACHINE' EXISTING INSTANT ISSUE MACHINE P4 S BY LCDFMERCH SCREENS PROVIDED BY VENDOR. N.I.C. PROVIDE POWER AND DATA AS REQUIRED. PS E MERCH DATA RACK PROVIDED BY VENDOR, N LC. INSTALL PER OWNER S REQUIREMENTS, PROVIDE POWER AND DATA AS REQUIRED. PIT RELOCATED OR NEW EQUIPMENT: BY VENT DOH, N.LC. PROVIDE/RELOCATE POW ER AND DATA AS REQUIRED. Px ILLUMINATED WINDOW BOX SIGN: PROVIDED BY VENDOR N.I.C. COORDINATE LOCATION W/ VENDOR. PROVIDE POWER AS REQUIRED PB MILLWORK BY GC REFER TO ELEVATIONS AND FINISH PLAN. PR SAES DEPOSIT BOXER INSTALL SD BOXES TO MATCH EXIS➢NG. PROVIDED BY VENDOR, N.I.C. PTO QUEING LINE SYSTEM: PROVIDED BY VENDOR, N.I.C. Pit RELOCATED OR NEW FURNITURE: BY VENDOR. N LC. PROVIDE/RELOCATE POWER AND DATA AS. REQUIRED. P12 COMFORT ZONE CHAIRS AND TABLE: PROVIDED BYNENDOR N LC. P13 RELOCATED CASH CHEST: P14 EXISTING BRG TO REMAIN: TITS CLEAR SPACE AT DOOR, REFER TO 3/Ao.2 G,, OF UJI AND DE WEBS PLANS ppPROVEE BNB MR 2920 oen �RpM'p �5"U.Yoto OF;RLRBevUN eMI u foR NJ.nB°els,aa 7 Nadel Studio One, Inc. — 3a50Pullman SUeet — costa Mesa, CA 91 - T. x14540.5000 - - F. 714755.3013 wwW.netlalarc.lwm — NODE ENGINFGF OE RF =ORD IDISSUE DAT A Q?-IS-xo,S CITYCOMMENM 12.1-CPC TITLE FURNITURE & EQUIPMENT PLAN NUMBER Al e3 GENERAL NOTES: I. G.C. SHALL VERIFY OFFICE PENDANT LIGHT LOCATIONS WITH FURNITURE VENDOR PRIOR TO INSTALLATION, PENDANT LIGHTS MUST BE CENTERED OVER DUO, ABBREVIATIONS: F O.S. FACE OF STUD 9 iP ce RCP SYMBOL LEGEND N REFE TO GEC &HER: REFER DECORATIVE DOGS RA REFER TO ELEC DWGS FOR ADDL INFO � REFER TO ELEC DWGS MR ADOLINFO E St. 2'x4'LAY-IN FLUORESCENT: O RECESSED CAN FLIGHT: EXISTING TO REMAIN REFER IO ELEC DWGS FOR ADDL INFO WALL MOUNTED LIGHT NXTURE: ❑2'a AY -IN FLUORESCENT: REFER TO ELEC DWGS FOR ADDL INTO EXSIING TO REMAIN EXHAUST FAN: ®2x2'LAY-IN FLUORESCENT: REFER TO MECN DWGS FOR ADOI INFO REFER TO ELEC DWGS FOR ADDL INTO 0 SURFACE MOUNTED LIGHT FIXTURE: REFW 10 SUED DWGS FOR ADDL INFO 2K1'LAY-IN FLUORESCENT(MATCH EXISPNG) LIGHTED EST SIGN: REFER TO DEC OWG. FOR ADDL INFO REFER i0 ELEC DWG$FOR ADDL INFO o UNDERCABINETTASK UGHl ®REFER TO ELEC DWGS FOR ADDL INFO SUPPLY MR DIFFUSER: REFER TO MUCH OWLS FOR ADDL INFO GENERAL PURPOSE STRIP UGH: REFER TO ELEC DWGS FOR ADDL INFO RETURN AIR GRILL: CODING MOUNTED SPEAKER. REFER TO MEDIA DWGSFOR O FOR ADDL INFO COORDINATE LOCATIONS WITH VENDOR SPRINKLER HEAD: F� ROOF ACCESS LADDER: O LOCALE TO AVOID CONFLICTS W/GRIO REFER Tog &OTHER FIXTURES - REfER TO HRE PROIFFUM ON DWGS FOR ADDL INFO A4.15 M ACCESS/ CANOPY ACCESS DOOR'. REFER Mg qq 16 SOFFITS AND SUSPENDED HIGH CEILINGS TO REMAIN REFLECTED CEILING PLAN KEYNOTE SCHEDULE PI RELOGYED EXISTING LIGNN": PL EXISTING SOFFF TO REMAIN: H•L'#.FF I T-10' AEF aM_ r _� -:. 'l J'A F.Fr CCUM 600 reLLTR � •_ _ , - ll IDS El rel +9'A^A.F.F, (SOFFIT) +10'-10'AFF.(SOFFIT) 4'-3' 1 13'-v. +04' A.F.F. (SOFFR) N'-i 1-A.F.F. (SOFFM MEN +B-0AFF O 10 ACCES HAD II LL LL d El b ? xRRb f a 111 E E 0 o d TQ a Y REFLECTED CEILING PLAN ED"E 23Z0u w tn x U I— z �w Z2 w Y zo Q m z Q U LJJ U' a w z z oD (nlYQoo = zw°IS wz z w U del Studio One, IT �0 Pullman Street As Mese, CA 92626 714.SW.5000 714.755.3013 M 12.1-CPC REFLECTED u CEILING PLAN SHEET NUMBER 1 A 1.4 III ROEASOCCUAS, COMPRESSION NO, 12GA, WIRE VERRCALHANGERS •. IA IERAL FORCE BR. STRUT.Xf� AT4'L"DGEACIHWAY. WIRESSECUREDiO RUNNERTHS. 4NO, IRGA WIRES SPAYED 4IN AND SPLA"D 90 FIRST WIRE fOUR01RSIpN 10 DEGREES APART. THE PLANE OF TH� FASTENEDT 0" WALL NOTES' - AM A9 OCCURS / MAX. TYP TENA SPACE: MAX. J B' SH FLOORPUNS. J 12. IT-0' 6' MAXMA%. MAX. MAX, MAY. n0DRA3000u6. N0. 12 GAGE I BEADEOEV ALCOMPONFNTINOUCED BY iNE BRACING WIRES .THESE HORIZON' ALLBEPIACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRSTIN 6' OM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE ST REA LATE FOR THE LOAD IMPOSED LATERAL FORCE BRACING MEMBERS 5 BESPUMOf61NCHE5FROMAH HORIZON [AL PIPING OR DUCT WORK THAI d IS ED BRACING RESTRAINS FOR HORIZONTAL FORCE BRACING WIRES SHALL BE IT E RID AND TO THE STRUCTURE IN SUCH A MANNER THAT NEY CAN SUPPORLA IGNLDAD F NOT LESSTHAN We POUNDS ORR@ACIUALDMIGNLOAOWHICHEVERIS TIES A SAFETY FACTOR OF 2. i PERT ER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE 1. SUSPENDED ACOUSTICAL CONG SYSTEM SHALL 5E INSTALLED IN ACCORDANCE WITH THE TIED FIELDS TO PREVENT THEIR SPREADING. PROVISIONS OF ASTM C 635 AND ASTM C 636. NNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO 2 VERTICAL HANGERS'. SUSPENSION WIRES. SHALL NOT BE SMALLER THAN N0. 12G SPACED CENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED ATTHE gid'�U'ON CENTER OF NO. IO GAGE Ai S'd"DIN CENTER ALONG EACH MAI f.ACH TWO OTHER WALLS. VERTICAL WIRE SHALL BE ATTACHED TO THE CEWNG SUSPENSION MEMBER ANDTO JGHT[NG f%iLRE$: SUPPORT ABOVE WRNAMINIMUMOFiHREE TURNS. ANYCONNKFIUaHOU I, pLL LGHTING FlXIDRES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SY51EM,THE SUPPORTING CONSTRUC[ION SHAH OE CAPABIEOFCARRTING N01IN ATTACHMENT DEVICE SHAFT HAVE A CAPACII Y OF IUD% OF THE LIGHTING FUTURE WEIGHT SUSPENSION WIRES SHALL NOT HANG MORE THAN IIN 6OUT OF PL ACTING IN ANY DIRECTION. NO, 12 GAGE HANGERS SHALL BE ATTACHED iOiHEGRID MEMBERS SLOPING WIRE OR HORIZONTAL BRACING IS PROVIDED, SUSPFNSIO OfPRESS WITHIN 3" Of EACH CORNER OF EACH FIXTURE. TANDGA FIXTURES MAY UIILUE COMMON WIRES. AGAINST DUCTS OR PIPES. WIRES SHALL NOi AYACH TOOPB DA 2 LIGHTING HUNIURE WEIGHING LESSTHAN 56 POUNDS SHALL HAVE. IN ADDITION iO FILE R - UIPMENI. A TRAPEZE OR EpUIVAF.NTD K EXAM CONNECTED ROMT E RF MATERIALO EO EQUIREMENTS OUTLINED ABOVE, TWO ND. I2 GAG GERS F H HXNROBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. WAPaEXUSP UM HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BESLACK. OF BACK TO BACK 11114"COLD -ROVED CHANN RSPANS EDING 49'. 3, LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORESHALL BE SUPPORTED DIRECTLY FROM THE 3. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH O AIN RUNNER SHALL STRUCTURE ABOVE BY APPROVED HANGERS. BE5UPPORIED INDEPENDENTLY A MAXIMUM OF O"FRO AWALL OR CFJUNG 4. PENDANT HUNG LOFTING RATURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE DISCONTINUM WITH NO. 12 GAGE WIRE OR APPROVED WA PPORT. USINGNO?GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING HFAW-WO• f811CC'-EA 190E SUSPENSION SYSTEM TOR DIRECT SUPPORT. BRACING FOR ACOUSTICAL CEILING/NOTES N 13 SO" WALL FRAMING PER STRUCTURAL DRAWINGS WIREHANGERS, TYPICAL F SLSPENDEO CLUNG TILE REFEP TO REHECT EN ING H G PLAN FORCDLING HTS. 5/B"TYPE"X"GYP. BOARD BOp OF SOFfn h REFER TO REFLECT CRT No MEfALSTDD315' WHERE PLAN FOR CEILING HIS. SHOWN ON PLAN), PER STRUCNRALDRAWINGS SOFFIT DETAIL 2X MILE. OR METAL STUDS IS I e O.C. DOOR, SEE C z DOOR SCHEDULE. O na^ I9/m^ g O INTERIOR DOOR HEAD / JAMB SIM. `D $ DOOR, SEE SCHEDULE eTOPOF OND HOM WEATHER SWEEP NISH- REFER EXPANSION JOINT LE TE FLOOR CONCRERSIDEWALK, MAP HOPE ORlA.C. PAVING WHERE�.p OCCURS SEfRAME 2'INTO CONCRETESLAB DOOR SILL DETAIL (EXT) 4 N0. 12 GAGE I BEADEOEV ALCOMPONFNTINOUCED BY iNE BRACING WIRES .THESE HORIZON' ALLBEPIACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRSTIN 6' OM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE ST REA LATE FOR THE LOAD IMPOSED LATERAL FORCE BRACING MEMBERS 5 BESPUMOf61NCHE5FROMAH HORIZON [AL PIPING OR DUCT WORK THAI d IS ED BRACING RESTRAINS FOR HORIZONTAL FORCE BRACING WIRES SHALL BE IT E RID AND TO THE STRUCTURE IN SUCH A MANNER THAT NEY CAN SUPPORLA IGNLDAD F NOT LESSTHAN We POUNDS ORR@ACIUALDMIGNLOAOWHICHEVERIS TIES A SAFETY FACTOR OF 2. i PERT ER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE 1. SUSPENDED ACOUSTICAL CONG SYSTEM SHALL 5E INSTALLED IN ACCORDANCE WITH THE TIED FIELDS TO PREVENT THEIR SPREADING. PROVISIONS OF ASTM C 635 AND ASTM C 636. NNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO 2 VERTICAL HANGERS'. SUSPENSION WIRES. SHALL NOT BE SMALLER THAN N0. 12G SPACED CENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED ATTHE gid'�U'ON CENTER OF NO. IO GAGE Ai S'd"DIN CENTER ALONG EACH MAI f.ACH TWO OTHER WALLS. VERTICAL WIRE SHALL BE ATTACHED TO THE CEWNG SUSPENSION MEMBER ANDTO JGHT[NG f%iLRE$: SUPPORT ABOVE WRNAMINIMUMOFiHREE TURNS. ANYCONNKFIUaHOU I, pLL LGHTING FlXIDRES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SY51EM,THE SUPPORTING CONSTRUC[ION SHAH OE CAPABIEOFCARRTING N01IN ATTACHMENT DEVICE SHAFT HAVE A CAPACII Y OF IUD% OF THE LIGHTING FUTURE WEIGHT SUSPENSION WIRES SHALL NOT HANG MORE THAN IIN 6OUT OF PL ACTING IN ANY DIRECTION. NO, 12 GAGE HANGERS SHALL BE ATTACHED iOiHEGRID MEMBERS SLOPING WIRE OR HORIZONTAL BRACING IS PROVIDED, SUSPFNSIO OfPRESS WITHIN 3" Of EACH CORNER OF EACH FIXTURE. TANDGA FIXTURES MAY UIILUE COMMON WIRES. AGAINST DUCTS OR PIPES. WIRES SHALL NOi AYACH TOOPB DA 2 LIGHTING HUNIURE WEIGHING LESSTHAN 56 POUNDS SHALL HAVE. IN ADDITION iO FILE R - UIPMENI. A TRAPEZE OR EpUIVAF.NTD K EXAM CONNECTED ROMT E RF MATERIALO EO EQUIREMENTS OUTLINED ABOVE, TWO ND. I2 GAG GERS F H HXNROBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. WAPaEXUSP UM HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BESLACK. OF BACK TO BACK 11114"COLD -ROVED CHANN RSPANS EDING 49'. 3, LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORESHALL BE SUPPORTED DIRECTLY FROM THE 3. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH O AIN RUNNER SHALL STRUCTURE ABOVE BY APPROVED HANGERS. BE5UPPORIED INDEPENDENTLY A MAXIMUM OF O"FRO AWALL OR CFJUNG 4. PENDANT HUNG LOFTING RATURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE DISCONTINUM WITH NO. 12 GAGE WIRE OR APPROVED WA PPORT. USINGNO?GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING HFAW-WO• f811CC'-EA 190E SUSPENSION SYSTEM TOR DIRECT SUPPORT. BRACING FOR ACOUSTICAL CEILING/NOTES N 13 SO" WALL FRAMING PER STRUCTURAL DRAWINGS WIREHANGERS, TYPICAL F SLSPENDEO CLUNG TILE REFEP TO REHECT EN ING H G PLAN FORCDLING HTS. 5/B"TYPE"X"GYP. BOARD BOp OF SOFfn h REFER TO REFLECT CRT No MEfALSTDD315' WHERE PLAN FOR CEILING HIS. SHOWN ON PLAN), PER STRUCNRALDRAWINGS SOFFIT DETAIL 2X MILE. OR METAL STUDS IS I e O.C. DOOR, SEE C z DOOR SCHEDULE. O na^ I9/m^ g O INTERIOR DOOR HEAD / JAMB SIM. `D $ DOOR, SEE SCHEDULE eTOPOF OND HOM WEATHER SWEEP NISH- REFER EXPANSION JOINT LE TE FLOOR CONCRERSIDEWALK, MAP HOPE ORlA.C. PAVING WHERE�.p OCCURS SEfRAME 2'INTO CONCRETESLAB DOOR SILL DETAIL (EXT) 4 2X MILE. OR METAL STUDS IS I e O.C. DOOR, SEE C z DOOR SCHEDULE. O na^ I9/m^ g O INTERIOR DOOR HEAD / JAMB SIM. `D $ DOOR, SEE SCHEDULE eTOPOF OND HOM WEATHER SWEEP NISH- REFER EXPANSION JOINT LE TE FLOOR CONCRERSIDEWALK, MAP HOPE ORlA.C. PAVING WHERE�.p OCCURS SEfRAME 2'INTO CONCRETESLAB DOOR SILL DETAIL (EXT) 4 NOTE'. MODIFY LIGHT STEM LENCHTS AS REQUIRED IO ACHIEVE REJNREDMOUNTING HEIGMRLOOATIONS WHERE DIfFERENT CEILING HEIGHTS OCCUR IF IN < <O OFfKES PENDANT MOUNTING SECTIONBE 11 Ya^PUM.MCfBKR AVO&BEASEASHEB MP P uu. Mw NFU — MILLWIWl END Com III Etl11WEN. LTNOfA OPEN6HELF I CAR] PPoNIER IL64'MOURTING HOLES WITH TAUTS WQUIREDCLFAAAIICETSIOBSTR TONS REFFAIDCLEAP.WCEREONREMEMO _--- DEALS PAM S AND 4OF5 MILLWORK @ INSTANT ISSUE , 3 DOOR SCHEDULE ROOM NAME DIMENSIDNS DOOR p (K REMARKS MATERIAL y G S 6 O O azp WIDTH HEIGHT THICK. £ r y U d FUTUREPCB JQ I/ OA A L PeYp D Rm GLASS DOOR &HARDWARE TO BE REINSTALLED DOOR MOM HARDWARE NOTES L EXTERIOR METAL DOORS TO BE PERMANENT LCOORDINATEP M CO / MANCOR GALV.8INSULATED. i. CONSTRUCTION CORES BY A C STRUC INSTALLATION EC �44AMpiWMAiGNRY TO BE GRO111FD CARE! TOR. GENERAL CONTRACTOR. 3pyq^� 2MOLHi CLOSER ON PLLL$IDE. 3.INTERIOR DOORS 6FRAMED PER 3 ADD SCHEDULE REFER TO SPECIFFOR ADDITIONAL ITONgL P INF9RMATON. 4.A ALLOWABLE CLOSER PRESSURE SHALL BE 5 L04, MAX. FOR INTERIOR 4. DOORS SHALLHAVE ASIGN ERIOR ORADRIOREXn DOOR OR ADJACENT DOOR, STAIING ODR HARDOORS. 5. DOOR HARDWARE TO BE OPERABLE WITH SINGLEEFFORI BY LEVER IILI UNCOOKED DURING SILLINESS LOCATE F. HMUST OURS,REMAIN WITH (" HIGH IN CONTRASTING 6. HADACVVTED DOOR BE RWITH OUND.LETTERS. COLOR WITH BACKGROUND. COLOR CHAND-ACTIVATED 44 ABGHARDWARESHALL CENTER OOR WEENWAYS DO OVE FINISH FLOORDT ALL BE OT LESS THAN 3 AND NOT J.SS CUT WAYS SHALL BENOTLESSTHANUDIN INCLUDING PANT LARDAN6'E"ILL ENING DOOR STOREFROMAND HARDETADIXECELSHBION3 NOT EDUCE THE NOT REDUCE THE OPENING TO LEA THAN 32' HARDWARE T I.ADLINES. DWAREiO MEET ADA ACC651BILnY WIDTH. WIDTH. (GUIDELINES. GUIDELINES. B. E%II DOOR LEAF SHALL NOT EXCEED I' IN WIDlN. S. all HARDWARE SCHEDULE GLASS AS OCC 1 3/4"x411T ALUMINUM FRS SEEESC MULE EXTERIOR v STOREFRONT DR HEAD (JAMB SIM.)a' 7 13/4"x 4117 ALUMINUM FRAME BEVE, 0 S,IYP. St ow wpa p0 k MINUMTHRESHOLO. < ET ON MASLIC mp E O`y1mj TOP OF FLOOR FINISH - REF{RTO KNISH SCHEDULE WEATHER SWEEP TOP OF CONCRETE H OOR SUB w CONTROL JOINT GEESRUCTURAH STOREFRONT DOOR SILL 2 o, NOTE SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION STAGGERED STUDS 0 4B" O.0 COAT, RUNNER CHANNEL - SUSPENDED ACOUSTICAL ' FIELDED. REFER TO REFLECTED COLING PLAN MR CEILING HIES. WALLTYPEA6OCCURS CONT. RUNNER CHANNEL. - WITH POWER OWNER FASTENERS PER STRUCF, OWED, SEE ROOM FlNISH SCHEDULE - FOR WALL FLOOR 8 BASE FINISHES VINYL DOOR SIGNAGE BY CIEEk NODIZE' Efl1. EO OWNER TEMPERA DOOR N REFRONT FRAME O LOCAIION- OR MANU1 F( B IDESTYLEALUM RECEIVING c'T DOORS WITH CLEAR TEMPERED GLASS SOLID CORE EGOR IPAIE CENTER HANDEL ON PANIC BAR REMOVABLE — MUWON BEYOND 4 b H.M. FRAME DOOR TYPES O1FMPEREp. GAS )DOOR O 10 INTERIOR PARTITION STUD WALL �6 y 6 TRYi'n^ I� aLbr skiiu� JTOP LOF S,1=FTUZ1 Iu Wl TOP RAEOF MDR) TFJEPRESENCE Ga ,• D 1,2• c ,. MANUFACTURED BY TUBULAR SPECIALTIES MFG., INC IBW1959 BA9 FOR SIGNS ADDITIONAL BE REpUIREMENFS. REFER TO SPECS. 1. SIGNS SHALL BE N T E DO MIN, 2 CENTER SIGNS DISTINCTLY DDORAlAHEIGHINTFRO DFOO INC 3 SIGNS SHALL BE DISFINCILY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODELNUMBERS: WOMENS SHEI (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN 840.A" (PROVIDE AT SPACES WITH TWO TOILET RWM51 LASER BAD -B" IPROVIOE AT SPACES WTH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG. INC (SEEN 9598119 1. LOCATE ON THE WALL ADJACENT TO THE LATCH SIDE OF DOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 5'-(T A.F.F. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST. MODEL. NUMBERS: WOMENS "BW-P' (PROVIDE AT SPACES WITH TWO TOILET RC I MEN "B40-AT' [PROVIDE AT SPACES WITH TWO TOILE ROOMS( UNISEX '940-BT' (PROVIDE AT SPACES WITH ONE TOM ROOM) 3, BRAILLE GRADE If 0013= I/10" OC. IN EACH CELL WRH 2/ID" SPACE BETWEEN CELLS. RAISED 114 RESTROOM ACESSIBLE SIGNS I NE 9 I GLASS AWM FRAME IEMPERENOUIS IN IN 2 Is aiI ALUMINUM 6 SIU NHILL 3 BC90FBEAUM WOW SNIM MCKEOROAND TOOLED SEALANT - CONTROLJONT COLSTOOR R TO MATCH SH SEE R000RAN ONTAT BOIN SOES.IYP. CONCRETES( LK 2%MAX. SLOPE STOREFRONT BULKHEAD � SCALE 5 P NOTE: SEE STRUCTURAL DRAWINGS FOR ADDUTGN 1 B.O. STRUCTURE INFORMATION B.O. STRUCTURE NOTE: SEESTRUCNRAL B.G. 57RUMURE DRAWINGS FOR ADDITIONAL NOTE: USE ELL •" INFORMATION COPP WALLSNWEDi FULL OR '^ FINISH CEILING JANITOR RLOOMWMSWET , El'O DWGSREDHi �6CHEOLLED eROSTRUCTURALLLIS - a 0 SCHEDULED FINISH CEILING [ WOOD STUDS WISHEAMINGAT SCHEDULED FINISH CEILING i TYPE WK90NLY 35/8" METAL STUDS AT 24" o.c. MA%. BSI/Z'ACOUSTIC BAII INSULATION 35/8'METAL STUDS AT 24' o.c. MAX; .,,' (TYPE WKI ONLY( WDIA DRY Iy 31/Z'ACOUSTIC EARL INSULATION J 1 ITYPEWJI ONLY( 1R1E9EPLANS PPR 31/2' ACOUSTC BAR INSULATION 5/B"TYPE X'GYP EAC '.` [TYPE WpI ONLY( R CHANNEL ^ WITH ER WRH POWER DRIVEN FASIENE�L� '" 5/B"NPE'X' GYP. B0. EACH SIDE " tp. $AB j^. -_ NOTE: iRQA[PRWAI 11PiI T,O. BLAB USE MOLD RESMANi GYP ON ALl wormly E6aEB'+e We TYPE'%' GYP, BD. EACH SIDE WALLS IN WET AREAS. IE. TYPICAL 6"METAL STUD INTERIOR PARTMON B.IIf. WK NON -RAZED NF- �£"� <L RECTROCMS. LANITORROOM. HC. T.O. SLAB J WJ TYPICAL 35/B"METAL SAID MlERIOR PARTITION SAME AS WK NON -RATED WK1 W/51/Z' ACOSi C BATTNSLATION IYPICAL35/8'METAL STUD INTERIOR PART¶ON ,NJI SAME AS WJ SAME AS WK WQ NO&RATED W/31/2"ACOLLSTIC BAIT INSULIU N WK4 OMIT GWBONE SIDE SAME AS W p SAME AS WJ 2X6 WOOD 51Up SHEAR WALL. WJ2 OMRGWB ONESIOE WEB A Wpl W 112" ACOUSTChAr NSULARON REFER 10 SIRUCTURAI DWG$ WALL TYPES -CPC N W N Q 2 U v W Z� LLI Y > z Z 0 U) D, Z Q m J Q A j� �/Y L.L CW W L Z m Q LL,o 0 LuLLI 00 = ZI-C7Q (� U) o XW W ~ Z W U Tel Studio One, IF 0 Pullman Street BUT Mew. CA 926M 714.540.5000 714 755 3013 Q ISSUE LATE OTUCRIPTION A M-USXU3 CITY COMMENTS BY: 12.1-CPC WALL SECTIONS & DOOR SCHEDULES SHEET NUMBR A201 0 -� ul SPECIFIED FABRIC FASTENED TO I/T' SUBSTRATE WITH MECHANICAL EXTRIl510Nt BASIS OF DESIGN NOVAWALL 1/2"SQUARE W ELTLES5. PROFILE EDGE, NOVAWALL EXTRUSION FASTENED PER MANUFACTURER'S INSTRUCTIONS'. FABRIC EDGE 0 WOOD BASE GLUE METAL EDGE OF EXTRUSION © FABRIC MIDSEAM BULL JOINT DIGTAL MONITOR y� RWE4 FABRIC PANELTYP. SCHEDULED PAREPON ttP. ALIGN WOODTRIM O FABRIC EDGE ® DIGITAL MOYJROR @FABRIC EOGEATWOODTRIM ti @ CEILRING/ WALL Q OUTSIDE ©N3=�E W O SOFFK ABOVEP TERMINATION CORNER CORNER TYPICAL FABRIC FASTENER DETAILS ;` -0. 12 Top c WALL ao's PF-E — ER°� —_— ?THE SOFfITHEIGHi ER PLAN q LYII POYATL LLIFBT �\ \\. A ITS -A II,C FP 300 BRANDING WALL ELEVATION W// 4611 DISPLAY NOT SEESTRUCTURAL DRAWINGS fORAODITONAL INFORMATION le- THICK FABRIC PANEL. ATTACHMENTPER MANUFACTURERS DECLINES, 1/4'X 110 RABBET TIP. SDFECULEe TRIM UaxMWK^11t*AArMr1eMlben§�R KHx'se;,misw§ slvchre PARTITION BASE DETAIL 1 ;,_;,� 11 MEDIA WALL FURNITURE PLAN ��4._,,4Y, $ J SCHEDULED PARTITION L_ PLW000 BACgNG BY 4t 1' i� SURFAC6MOUNTED SIGNAGE FIXTURE BY r OWNERSVENDOR- PROVIDE POWER. GO TO INSTALL O ,---J FABRIC PANEL AS SCHEDULED It BRANDING WALL e��n 13 PAINTED GYP BOARD �O �a FABRIC WRAPPED PANEL MEDIA WALL TO GLASS PARTITION 5,, I o, $ j Ell 11'- • - III. � wG ° \ MEDIA WALL FLOOR & FLOOR FINISH PLAN ALE 2 LAV Il C NOTE: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION NO, STRU E NOTE: USE MOL9kESSSTANT GYP ON ALL WALLS IN WE AREAS, IE RESTROOMS. fANTOR ROOM, ETC. I SCHEDULED NNUE! CEIUNG 3 SIB' METAL STUDS AT 24" o.G MAX. 11/2 ACOUSTIC BATFINSULATION (TYPE WOI ONLY) 5/8" TYPE GYP. NO. EACH SIDE T.O. sue WALLTYPES ,tN,-0. 141 FRNATEOPFICE PAINTED GYP BOARD 314 PLYWOOD BLOCKING. AS REO'D 1/2"THK. GMQING GLAZINGCHANNEL BELOW LINE OF SOFFIT ABOVE RECESSED GLASNG CHANNEL FABRIC WRAPPED PANEL LO BB YAREA MEDIA WALL END TO GLASS PARTITION M. j EO. Mg 28 71 COMFORT ZONE FINISHIFURNITURE PLAN sand,. 1 I H z (Dw z2 w Y�0 LL Z Q m 'E C) V) w//^j wN Z z m L Q Q Q Z ~ o 0_ Xw w~ w U del Studio One, IT 0 Pullman Street Ite Mew. CA 92626 714.540.5000 714.755--3013 eE0 ARCH p. NT�eA l2t /T UF'CAUFea' GATE DESCRIPTION n2-1SH3013 CPY COMMENTS 12.1-CPC COMFORT ZONE / MEDIA WALL PLANS, ELEVATION & DETAILS A5,1 TOP OF W R PLANALL I Elm FLOOR WB-I PRIVATE OFFICE ELEVATION TO LID,_S 411 94 GIA2INGCHANNEL NLK 1YP21NOG,PHx4 ' oUEwa LNW1F1 InifMP aA95o0oX BEFELL`A41EIAILB 10 POOLORE�RAD 0 6114' Ia'ielPphge Wdl ?iEMP4LAS5 WDR o um acaa T5Y sOtrpM 1/2'iEMP GLASS DOOR mM OVEI1xPnD WLIMOM�xFI➢ WITH FLOOR CLOSER - 13/e' FDNCEaLE➢CIOSEPwN 0.R'A PNO CPT OVER COVER Pt OPPM19artoMFALE TOP.w oBOiRIMPAIL --- /z' /2 Uz 1/2 31/e^ eeOAN y llz' I 1/z• 444NNNFFF--- pl/e„ GLAss LAMINAiFO 31/e" wm PA PANELS BELOW Ai 31/l' Pw wTmF ,YPNTA PM1GIKKYE PIVOTSIDE PIwINIXOF pORN ALIGN 1/4"GLASS BULL JOINT Pn9TxwsE wRN AL CORNER CLEAR n GLASS S DOOR JAMB SEALANT /`1 GLASS DOOR JAMB ADJ TO GYP. BOARD WALL y GLASS DOOR JAMB y GUISS DOOR JAMB OFFICE OFFICE 61N'-BLS' EXTEROR INTERIOR IVARIESWITHME VS, METNE BNp FRAMINGI E0. Ep. GLASS OFFICE OFFICE IMERIOR EXTERIOR IAPPEDIXAMA PINELS PANEL FASTENER- GIKING If["-58'NRRING t'LEAMIN rzIDIXT F INASHODAUSIDESeE➢IES WI CLEAR BEu.WT LWIN,EDPANEFIRTEI IK4IMRYFlAT000K REFER TO OEIENT8 INAIN4TE0 EDGE (IYPI PLY ABwf vMIELSNID fANTIMlaU90EL0Y1 LwIMTEAi [NucvwOE cUSINc sMJOWICHEO 6EIFTAPPIxG THREADED SLACKN OPUXE FIUERATPNEW BETWEEN LAMINATED PANELS y PL- ( - f INSERT -FlELp IN6TALLEp SEALANT MATCHING ANIMTEOPANEL T'O'PANELS SHOPORILLEO OVERSIZED BNNHEA➢COIOR EACH SIDE LPL-c HOLES IN CLASS FRYREGLETOMECTRIM T ROM. B070M MIL SOREWFASTENERFROM YOFFICEOFFICE�- OFFICE SIDE 1'NOMFlXE➢TOPPNL FLUSHCAPTOMATCH SPDp1E BYC{AS6 RAILMFR. LAMINATE ME MESPptEA TO WALLATIPM'FLBY1➢W 11<'dA96aV1TeOINT MEN BECOMING LAMINATED PANEL 112'i£MP.DIASSWALLPANEL ATOORROOR'CIFA4BEV.WT — OFFICE OFFICE ALLSIOESSEDGESIP42) INTERIOR ESTERUOR UMMATEOLA65SIDE INTERIOR EXTERIOR HATILACR UGLAZING BUTT JOINT rI GLASS PANELS -CORNER C4 LAZING PANELS -SILL VPANELS- TOP EDGE A GLAZING GLAZING PARTITION DETAILS 9 3G o. EXISTING SUSPENDED CEILING TO REMAIN. NEW MOLDING ON TOP OF1, 10'-5"PRIVATE OFFICE WAUTO MATCH ADJACENT EXISTING. CRA1C RC®TC CLRCYT TOP OF WALL PERPLAN FLOOR W&1 PRIVATE OFFICE ELEVATION SCALE � LB'=I O EXISTING MOLDING AND SOEFR TO REMAIN, QUEUING HEGHT �, TWTAF BOXED LINTEL ITYP.I(INTO IXIS➢NG SOFFIT FRAMINGI 60YHT HEIGHT F ,F 211'AF F. \t� T NEW OSL STUD POST RN EXISTING WALL FRAME) GO PE• 1I' 3' I' d• 3' 1, B• GLAZING LEGEND: NOTES: i=TFMPEREO 1. REFER TO FINISH PUN FOR ADDITIONAL INFO. 1e 2 FOR TYPICAL FABRIC PANEL TRANSITION DETAILS. REFER TO PRIVATE OFFICE ELEVATION Ise E-D. 3 �i0i� ----� r--❑---1 I I I I i I I / ) r REFER TO FLECT]iCAL / DWGS FQR ADOIQONAL IFI & 9ETAIL SD �I J D a 0 0 PRIVATE OFFICE FURNITURE & FLOOR FINISH PLAN TOP OF WALL h PRIVATE OFFICE ELEVATION 6C 5 ■ I I I I ^ A T jf� SIM S B SIM M ] SIM. T Ip'JY' IF NOTE. FOR TYPICALF AND FLOOR FINIS REFER TO(3 PRIVATE OFFICE FLOOR PLAN W Ln x U /n Z v W Z2 W Y Zo I.I.J LL Z Q m J �_ EEO w Q �/� W Z z m v J Q LU C] = zLu -0Q 0 U) WZ Z W U -DIRECT OF RECORD del Studio One, Inc 10 Pullman Street Aa Mesa, CA 92626 714.540.5000 714.755.3013 • RSUE DATE DESCRIPTION A DOIS'Al2 CITY COMMENTS 12.1-CPC TITRE PRIVATE OFFICE PLANS, ELEVATIONS & DETAILS T NUMBER A5.2 OffPAR wG EXISTING WALLAS OCCURS. SEE STRUCTURAL DADS. FOR HEADER SIZE PROVIDE UNIFORM GAP ON ALL SIDFS 1 a/4" MAINTAIN GAP FOR VENnUTION SCHEDULED LCD DISPUT We GYP. OD. OVER 3/4" PLYWD. OVER SCHEDULED SCHEDULED PART➢ON PARFIION HEAD DETAIL AT E-MERCH DISPLAY 10 EXISTING CHUNG, AS OCCURS. Cib PER PLAN Pf.2 Y 55"LCD DISPLAY 55'LCD DISPLAY SS"LCD DIPLAY b rik FLOOR Y ELEVATION NOTES: WB-I I. REFER TO FINISH PUN FOR ADDITIONAL INFO. TELLER LINE ELEVATION - 55" E-MERCH DISPLAYS EXISTING WALL AS OCCURS. WQ K 2 - 9 DETAILED PLAN AT E-MERCH WALL 1.. p 4 EQ. oN,"Ins ��ee INTERNALLY ILLUMINATED LOGO, PROVIDED a INSTALLED BY SIGNAGE VENDOR. COORDINATE STAND-OFF LOCATION WTM GLASS SUPPLER DETAILED PLAN AT BRAND WALL 3 s REDD To STRUCTURE ABOVE +, PLTWD. WALL CAP SCHEDULED OTISH CHUNG FIXED METAL LOWER VENT SIZED A$ RE-OD.FORCONVECTVECAVnY VENTILATION I I ID I I I I —F o I I I � VEV TSLOTCUf IN O.O. VIDEO SCREEN RECESS AS READ. FOR CONVECTMECAVILYVENTLATON v' HO FIXED METAL LOUVER VENT SIZED AS O REGD. FOR CONVECTIVE CAVITY 6 VENTILATION l Do SCHEDULED BASE OVER 1/7 PLYWOOD SECTION AT E-MERCH WALL sp, $ ❑ OV 115A DUPLEX POWER OUTLET ON CIRCUIT (2) CATS DATA OUTLET JACKS WITH CABLE ISOLATED TO VIDEO MARKETING SYSTEM EQUIPMENT HOME -RUN TO DATA ROOM EQUIPMENT RACK w G --- - - EDGE OF VIDEO DISPLAY ® WALL RECESS REFER TO INTERIOR ELEVATIONS t / F FOR POSITION AND U, °'f °" / VIDEO DISPLAY s /4" p Mrs' I SCHEDULE IME SIGNS INISHED OPENING DIMENSIONS 'Q q� EDGE OF VIDEO DISPLAY Q - p - - UNIT ISUNIT T EDU SHOWN) O EDGE DI AOJACWi VIDEO DISPLAY DISP LAY PLAY UNIT It EDGE OF FINISHED WALL RECESS REFER ro vIDeO DlscuY scHEDULE VOEO DE5PUY BRACKET FASTENER AREA TO REMAIN CLEAR OF OBSTRUCTIONS PROVIDE SOLD BLOCKING AS READ. VIDEO DISPLAY SCHEDULE LpPAIIpXI WIBDE FI"G E WMMM TYPE NC 100. MWEL W X a MIMY1 IN�Y.Y p TtlldLINI41 ] f✓FLL %M1NN M.1' RB' SP IEI.P' UVe 9' MEDIAWALL,le t 1 XEL %R1B fld' MA 0' i91HILNE6PL RB' EiY FQr 118 MF➢UWALLWIt 1 NEC XE519 -0pA' PBY 1i eu- el.- Y •pEt.'EPPLCOHfMLRM&4VLYFAIFI'PIW9HOPENMDDIMEKADNS NIMVOEDMBPUV MPNW1L1N1ER I PFFERIDFIWNMpI8 F4MNEDWPEDSfAEEX 96E NBFDONFFLEPol1EWN1WIDTN It MEQMWYLscPFEN.aQEroANiGIIELEPWEECPFEns@ LCD DISPLAY - OUTLET LOCATIONS S O 0 SECTION AT E-MERCH WALL 13.`A o„ 7 5511 E-MERCH DISPLAYS, PLAN DETAIL, & FURNITURE PLAN _ Ile `\`I= �Jj • _ ! �,� .. I E TM kevAPP ------ 1II 1 �APP Ll ______________________ �_____ j TELLER AREA FLOOR PLAN e-. `1 bL LU Ln Mr U Z UI W Z � W Y Y> Z Z0�� Q W(-9 m Q m d z m -I�_�0 wU) Q v/^ L L Q Q° Z LIJ 0 U�w ° W ~ W U BRI Studio One, In 0 Pullman Sheaf US Mass. CA 9202E 714.540.5000 714755.3013 h SOH M 0.M/ # 9]31 bl e� OP GULF ISSUE DAIS DE5CRIP¶ON. A 0R-IS-9113 CMTCOMMENR M 12.1 CPC TELLER AREA PLANS, ELEVATIONS & DETAILS A5,5 INTERIOR ELEVATION KEYNOTE SCHEDULE lei BASE CABINET: PL SPC LAMNATE BASE CABINET PLII 00 BASE CABINET. LOCAKABLE: LOCKABLE PLAMC LAMINATE BASE CABINET IPL-1I IRA UPPER CABINET: PLASTIC LAMINATE UPPER CABINET IPL-I I IRA UPP■CABINET- LOCKABLE. LOCKABLE PLASTIC LAMINATE UPPER CABINET PL4 R$ OPEN SHELVING UNIT: OPEN PLASTC LAMINATE SHELVING UNIT WITH III ADJUSTABLE SHELF IPL I 196 COUNTERTOP. 1-1/2" MICK PLASTIC LAMINATE COUTNERTOP PL-I 1E7 BACKSPLASH: 31A THICK PLASBO LAMINATE BACKSPL/SH JPL-1 III SUPPORT PANEL: 3/4THICK PLASTIC LAMINATE SUPPORT PANE. PL-I I HER SINK APRON: REMOVABLE PLASTIC LAMINATE (PL-1 I SINK APRON IEID WIRE MANAGEMENT KIT: 33/4" BRUSH STRIP WIRE MANAGER KIT-"BRKM AS MANUFACTURED BY DOUG MOCKETI II GROMMET - BY GC: 3" DIA GROMMET IEIE GROMMET- BY FURNITURE VENDOR: 3" DIA GROMMET FIELD INSTALLED BY FURNIiLIRE VENDOR IE13 SHELF. PLASTIC LAMINATE IPL-I I SHELF IE14 HANGING ROD: IE15 CABINET INTERIOR: ALL INTERIOR SURF ACES NOT EXPOSEDTO VIEW TO BEWHITE MELAMINE HN13H IE16 ADJUSTABLE SHELF: ADJUSTABLE INTERIOR CABINET SHELF TO BE WHILE MELAMINE FINISH IEII DOOR/DRAWER PULL IEIB DRAWER: PLASTIC LAMINATE (PI late CLOSURE TRIM: PROVIDE CLOSURE TRIM AFTER EQUIFM£NT TS INSTALLED. PAWTIO MATCH W ALL IEPD WINDOWSILL: SOLID SURFACE WINDOW S.LL NOT ATM UNIVERSAL WALL OPENING: 26" WIDE x 55' HIGH lm WIRE SHELVING - HANG TRACK: 4D' R36831 OR BE (43854) MAX LOAD HANG TRACK PER MFl CLOSEMMID OR EQUAL- LENGTH AS REQUIRED IE23 WIRE SHELVING - STANDARD: AB" (N35851 OR 84" (435961 MAX LOAD HANG TRACK PER MFIR - CLOSETJMID OR EQUAL - LENGTH AS REQUIRED IE34 WIRE SHELVING - SHRUB 16" DEEP s ALI #3WD) OR 72' IN35911 HEAVY DUTY PER M14R-CLOSETMND OR EQUAL -LENGTH AS REQUIRED ten WIRE SHRA1140- BRACKET : MAX LOAD BRACKET 1#35821 AS MANUFACTURED BY CLOSETMAID OR EQUAL 106 ADA-COMPLIANT SINK R FAUCET: SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMAIION III NOT USED ten WATER HEATER PLATFORM: IE29 MOPSINK: SEE PLUMBING DRAWINGS MR ADDITIONAL INFORMA➢ON IEw MOP SINK BACKSPLASW 12124' WIDE x 42 HIGH 16 GA STAINLESS BTEEt SNEER MOUNTED TO WALLS WITH STAINLESS STEEL SCREWS IE31 UNDERCABINFI TASK LIGHT' SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION IE32 SAFETY BANDING: SQUARE PATTERN SAFETY BANDING FOR APPLICATION TO UNINTERRUPTED FLOOR -TO - CEILING GLAZING. 'SQUAREMNDING- AS MANUFACTDRED BY ARCHWAY MARKEBN SERVICES. LNG. IF33 PENDANT LIGHT. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SECTION @ TYPICAL CABINET 5 S .D NOTE UPPER CABINETS OF ABCM SHALL BE KEYED ALIKE IKEYED SEPARATELY FROM CABINETS IN RESTROOMS) IE4 LEIS IL16 1'-2 CLEAR Eg� Ed IEID I 2' 1'• IE] IRA J G O SECTION @ TYPICAL CABINET oAa ITS II PE ■o ® L� 03 OE 03 01 05 09 ABCM / WORKROOM ELEVATION .,e 11,a 1 2 i, e BAND OEof OE J�r_ PRO` 07 w W ® - 06 _--- �b � 06 F 9A0R. T0299 T ,�� ryy L I .� pS'jMY2bBB 4 IM4NYP1 B5HM 1'4Y' 4'4' 4'4' 2-J" I 1 I I L 1 ABCM / WORKROOM PLAN I ME,,D„ 1 w Ln wr Z L/ W Z2 W YY> z o^ ) � QM W LL Z Q 00 H w IU) Q W Z Z ED LU 0 cc Z �— O L 2� Q X W W ~ Z W U Tel Studio One, Inc. - 0 Pullman Street to Mesa, CA 92626 714.5A0.5000 — 714]55.3013 - N.netlelam.com NODE :INEER OF RECORD WPRRMBHR 12.1-CPC FEET TITLE ABCM PLAN, ELEVATIONS & DETAILS HE€i NUMBER A5.10 3L'MMXYNDTH bx N' 6ETIN SI DAN MOMW EPDXY (NIA EMBED MTO PLACE DENIER ENETSLM-3,`1'ISTAGGEAED OF WGTI'9LA0 MfTM WNW 1'XILTI'I(IJ'SHO}PIN6 PERPLµ IT no UNLESS NOTED NN11 N,'CLfl (ICGE6 ESRM6B) CMICROLLEO CHANNEL CLIPANGIE. W' LIMITXµ HORICOMU BRIDGING TO BE STUD WIDTH. ATTACH WITH SPACEDASNOTEO rX /� _TIIIlTTT��`� 46CREWSASMH i W9LYIEW tt1 C1 1 EACX 6N0 �I / U OSell Ir MATCMEeMM Bip"SW MW®I@M \ Oy ^ C MINK=ERODg1 CONTINUOUS TRACK GFANUWLFILL 4 COMPACTED TO F' PRAMAXDENSITY �h x0T 9 IpF ii,�14, 1. 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CCMTWIRUNI TCWMLANGLEAT W STRUT WPONENOS) v CNEENDONLY "Vf STRUT We BCRFHFA3IGE LEBS}HW 6=(I) MPWIIs191-1 UIUNGdGIWis PRO SLHFn wWEx To FasruD FMW-R)MSmleF� NOTMATCXIx$STUDSPACIxO }p MIN. WAT L. ' �8ND9 PEA•acHFn UNATFACHm END TT N 1 I` 1W90HURTHE CFILMGIOSTSPERSCNE➢ �� WALLORPARAPPABOVE HWNGSHANKNALLIX BIPLANE" WNENNAR.HIXG SFUO6PALIHG WHEPEOCCUP9 PRE EWNIED H01£ INPW4OF ?' " TEE 1, TRACKWNPIGALSTUD (4MIMNMIsw Je.A4 OCXNECTKINTO I IRTYP. NM6 R'MIfiS YWoacAEwFio COUNGTIEPER PUN &aND NUR, NWGW C.IMML) IS `RNA UdHGMNNTEESKULORES A SMUNTOHANGIEw1-ReO&9N0A1-WO f>, TO BE Ne. II 0 WEST) NOR: THIS DETAIL APPLIES TO 0" AM a^ STUDS IN EXTERIOR WN1b GREATER 6LAEWTii THAN B'M HIGH AND ANT M WALLS GREATER THAN IYA'HIGH 9CAEW TDFAA19i 1WOOPPBSING SPUYlWRF51N LRORSIEE WPIIOLOSOVYNII/Y PUNFOi CR038iFF9 NPICML®SPUY WRfS CEILING JOISTS AT PARTIAL I FULL HEIGHT WALL 7OOO15 SUSPENDED ACOUSTICCEILING 11 WEB STIFFENER AT BOTTOM OF STUD nW"=Td' LIASE-3 56.1 i^=1'-0" CHASE-SOPT11 30.1 1'=i'L" CHPSEA' G4 NOPEOO P 0.OIIEDEH4INEL THE 1800011/ FULLY , 1NElOI.AI NGOWMNFULLY Pi BLOCXING.EM=REQUIRM)XOaLCCgNGORNANG A SREDUIPFD ATTACXBLGWNGTCWALISTUDS RADIO EACH FWRGE Of COMIIACKiD INTGI,IDI$f MIN2-0@SCREWSTO TRLRM SUPPORTING WALL BELOW all 1-1110bCAEWTDTWfl q}ipCry}O PXISTING WPllW MIX *:�TDONG DEPTHS BeTOA RFPLHMI9T SFASTENEp3TOFAEXl9i$LUODP AT IT WXeeSO CONC OR CMU (IW SCREW NEµN' STUD ENDM S®I FLIXDA WINGBATYAC FAffiE OMM$INTOWST'. W112}NWRE CFIUNGORPLER SENECLDGPPVN 1. 110SCREWSTOWOODOR NICK TRANS MIN INn NN.e K LONG TONOW) 1IMCKY LONGER TMOCpMND].INMNNOiE _ 4- 2 Hill W SHOT PINS TO SPACING. OVERLAP MTp-1CK@ (I} N SCREW 6FLANGE MWRE}EORMMONF! FRONEACHEND. BEXDIMLRAT TYPICAL EA WIDE (LODES ESR-M) CLIPPED FLANGES. LOCATE BIOCYJXG AT FIRST 9AYM1ACEIR TO PNBIW,G WPLL ERPENOCULAAWµLSAgDAT@d 'a WN.Rool SYHLBESAFECEPFI Aa.wV. Hf. 1lQ -TL" _oe%� CHASE R7 IN$0.1A T=1'$ /n\ CORNERS INTERSECTIONS 4N MDS.MTCH WAILSTUDSIg . TIPICLLSNOSJ NOIF WCAIEKINOBNDAFLUON NOW STUDS WHERE PRI SCHEDULE WTm INffi13ECTmowAL mm UHIF4 MOIIRB OLMXOWMADOOUR AA CORNERS INTERSECTIONS TYPICAL KING STUD AT BOX LINTEL - PLAN CHASE-1R 50.1 1'=1'A" CHA6ECB Y'MA%u OLENGTH FWATTUREABOW- 6ENCNAf ABME BEE Wi 4OEMOOIN WEB06 EA END ORD RUNNER ( L61Y OFWOOING SCREHTO WNYAIEVER19li6 ( 6TUWwl(P}Y99CREW8 �S('GYP 00 I HAMBERMMEOR6LAY WALL SAMSIEOFDOR OR SOOD�KSMMIWATMHB 1 WALL, FPCH AT W DOOR OR WINW W [10 p;.3411 CORE Oa MALK56AT 8-V MAN. NORM SIGHTTUR OF ACWWALL WITH I VT �CUP1 1111. / / MAINLUNNER n" WALLANGLE ATTACHEDwI W ALTERNATE CEILING SUPPORT AT WALLS 1'=1'-0' CHASE-13 BOX BEAM LINTEL SCHEDULE OPENINGWIDTH STUD SIZE TRACK S¢E 64'OR LESS 2-362S12643 362Ti DOM 60DTIOD33 OVER VOTO 10-0= 2-OM137.43 362T100.33 OWT10033 OVER 10'4" TO 14'W 2-80DS13743 382T100-88 (60NB1) 80OTlOD68 1. WALL (SOFFIT) ABOVE LINTEL SHALL NOT EXCEED 41 2. SEE BOX LINTEL DETAIL FOR ADVL NOTESe 80.1 BOX BEAM LINTEL SCHEDULE "UXIN1'CONTRIfi TR.V BACX� SIOEW WAILMOOSCREw TO EMX STUD AND W M SCREWS TO EACH PIECE OF SOLID BRIDONG TYPICAL BRIDGING WITH STRAPS FOR CONT. TOP kM PUNCKM TFU KSMIEGAGEAND SIZEASSTUDSSEE TYPICAL SPLICE DETAIL B ETWICAL COPNEROETUL SEE TYPICAL BRIDGINGDETML CONNECTION TO Mal WALL WHERE FOCCUR9 SEES 8 SA 3f0 91.0 SEE TYPICALS41 CONN. DEVIL COW. UNPUNCHED TWAm SM@GAGEANO SIZE AS STUDS SEE TYFCALSPLNEOETAL CHASE-09 A MULTIPLE STUD AND STUD TO TRACK ATTACHMENT (SINGLE SAW STUD TO TRACK IOEXl <455 RIDE STUD TO TRACK(µTMNNE TO WELDING) TYPICAL STEEL STUD BOTTOM CONNECTION H"=Ito CHOSE42 `30. ADDED STUDAT WALLS 12'VOR HIGHER OR y. 02 SCREWS 0 DOUBLE $EO OPN00'L"OR WHOM TRACKTOP AD J>MB STUD SAME C-FGEAND BIiE BOTTOMSAMEGAOE M wpu BEDS tle GA WII II AS ervowALL TYPICAL LLN rE$OI(ANO SCHDOUELE DULE BOX WFB8 CONNECTED YOJAMB DMEL-SEE SED6IYP SCHEDULE 11 NT1 WCREWS6b'O,C.. TOPAWRCM NP �&WR SCREWS I u wReers 69A•6 DDUBLE,Mue I II 8N0bINPICU) LN�N ELEVATION SECTION TYPICAL BOX LINTEL SUPPORT CONNECTION 1'=1'4Y CHASE-N 1"=1'-0" I 1� I BOX LINTEL SOXUNTEL ((Se3&ILL B j OPENINGESEENOTE 9 6FENOTEQ 61LL X 2� B"MMN\OR / 1r MAY6 / EXW \ m AN m O WH CHASE-04 �ADDNONALSEDS PLACED BELOW ALL CONCFMMTED LOAD111PICAL. NOTE: i, Ii..ACEPAMLLIRACKb�SAME S EEAN MSEDS, E 9EBOX LBCXFDUIE FO0.sizes,5MFH A GENERAL REQUIREMENTS 1, TKECONTPACTORSHollVERIFYNLDIMEN61BN9,EE ATIONWANDSnWNDMONSBEFOPEBTARTINGWORKMO SHALL NOTIFY THE ARCHITICT/STRW}URAL MONIKER IMMEDIATELY OF ANY DISCREPANCIES. ANYOM19SONOR CONFLICT BETWEEN THE VARIOUS EIEMENTSOFTHE WORKING DMWINGSAXCADR SPECIFICATIONBSXALL BE BROUGHT TO THEATTEMION OF THE AACHIFECTISTRUCTURM ENGINEER BEENE PROCEEDING WITH MY WORK SO AFFECTED 1 NOTES AND DETAILS ON THE ORAWMGS SHALL TAKE PRECEDENCE OVER GENERAL N07S AND TYPICAL DETAILS ON INS MEET IN CARE OF CONFLICT, 3. ALLCONSTRUCTION AM WALNT OF MATERIALS SI4LL CONFORM TO WE REQUIREMENTS OF THE LATEST EDITION OF THE SLOWING CODE. AS ADOPTED BY WE LOCAL GOVERNING AUTHOR TIES. a. WHERE CONSTRUCTION DEALS ARE HOT SHOWN ON HOMES FOR ANY PART OF THE WORK, SUCH DETNLS SHALL BE THE SMEASFORSIMIWt WORKSHOWNONTHEDMWING3 WNEPESUFFICIMTLYSIMDARWORKIBNOTM M,TNE ARMITECTMOINEER SHALL BE COMULTEO FOR C4RIFICATION. 6. THE CONTRACTOR SHALL TAKE All NECESSARY PRECAUTIONS TO LOCATE AND PROTECT MY UNDERGROUND OR WINCEPIID CONOUT.. PLUMBING OR OTHER DMITIES WHERE NEW WORK IS DIANE PERFORM PRIOR TO8EG NNING MCAVA70NS. 6. PIPES, DUCTS, SERVER ,CHASES,EM., ENALLNOi BE PACED IH SLABS, BEAMSCAWALUs UNL%SPECIFICALLY SHOWNORNOTED. STRUCTURAL MEMBERS MAIL NOT BE CUT FOR PIPES, DUMB, ETC., UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL OBTAIN PRbR APPROVAL FOR INSTALATON OF ANY ADOMTIONM PIPES. DUCTS. ETC. i. FORAILMECW lI MDELECTRICµ EOUIPMWINE%CESSOFMLE$.,THECOMRACTORSXA1l COORDIMTE E TW WS MIDLOCATIONS'MTH STRUCTURAL SUPPORTS, INTHEEYENTTHATTXEMLIPMEMOEVIATESIN WEIOW OR LM nM FROM TMSE INOMTEDONTHEURXMM PWl9, THE MOINEER MUST M NOTI MMQ APPROVAL GIMTN PRIOR TO INSTALLATION, 0, TEMPORARY SWUNG SHALL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO MIN WE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH BRACING SHALL BE IFFT IN PUGEAS LONG AS MAYBE REOINRED FOR SAFETY. OR UNTIL ALL THE STE UCTURAL ELEMENTS ARE COMPLETE e. WRING AND AFTER CONSTRUCTION ME WNR4LTOR ANWOR OWNER SHALL KEEP LOAN ON WE STRUCTUPE WREN IN LIMITS Off THE DESIGN LOAD. 10 NEITHER THE OWNER NOR THE ARCHTECTRTRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR PEl3WATCNb. THE CONTRACTOR SHNL DESHM, CONSTRUCT AND MAINTAIN ALL FARM OVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL , STATEANO PEOFAAL SAFENAND HELM STANDARDS. LAWS AND PEGWA10N3. 11. ANY OPTIONS OR SUBSTFNTIONS ARE FOR WE CONTRACTCWB CONJENIENCE. NO STRUCTURAL CHANGES OR SUBSTITUTIONS SHALL BE MADE IN THE FIELD Fam THE APPROVED CONSTRUCTION DOCUMENTS UN LESS WRITTEN APPROVAL OF SUM CHANGES OR SUBSTITUTIONS IS OBTAINED FROM THE STPUCTURN.ENGINEER, PCHUMMESARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES, ALONG WITH ANY ADDITIONAL COSTS, REPAIRS AM COORDINATION ANN OTHER AFFECTED ITEMS SHALLBETWE LEGALAND FIN41CIµ RESPONSIBILITY OF THE CONTPACTORANp'G0.8UBCOMMCTORB IM/OVEO. 11L A REGISTERED CINL ENGINEER SHALL DESIGN AM BE RESPONSIBLE FOR ANY SUPPLEMENTAL FABRICATION DESIGNS OF BUILDING COMPONENTS, IT SHALL BE THE RESPONSIBWTY OF WE COMPONENT FABRICATION TO COMPLY WIN ALL APPLICABLE REGULATIONS AND TO OBTUN APPROVAL FROM THE NEC ESSAPY GOVERNING AGENCIES ON SUCH DESIGNS. MADE TOCONSTRUCTONANOON FABRICATION OF THE ALTERNATE COMPONENTS, WEDESWNSHULBERENEWEDBY THE STRUCTURAL ENGINEER OF RECORD FOR CONFORMANCE WITH THE STRUCTURAL DESIGN AS APPROVED FOR BUILDING PERMIT. STEEL STUDS FOR WALLS 1. ALLLOMBFMNIGSNDSSHALLBEWM/b UNTN48Be0PSIY[F STRESS, ALLOTHERSNOMAIERMLSHALLBE MM MlSTEEL OF STANDARD COMMERCAL QUALITY. STEEL BELOW SHALL COMPLY WITHII MR P. S. 8T11DSSMA aC'9HOPESPACFITAT16IN.ONCENIMWIMUM. THHRDEPIHSANDGAGESHAILREMSHOWNON DRAWINGS. TRAMER SHILL BE 19ONCE WITH MI FLMGENOTH OF'XY. CONNECT NGNBFMIN3 STUDS TO TRACKSWITHRIOGAGESCREWSEWNFLANGE. BEAR FULL ME SECTION WITHOUT PUNCH 00 AGAINST TRACKAND WELL WEE CONTINUOUSLY AT EXTERIOR WALLS. B. SPENDING RNLL BE COLD ROLLED CHAIN HM A MINIMUM OF I V OUR WIN Ne' FLANIN WIDTH FOR WALLS SHEATHED BOTH SIDEe, LONNECTPOIIEOCHWH6 BNCOXG }09NCBV CCPMGLE'M1ELOEO i09E0 FUNGES, SPACE BRIDGING AT FT. MAXIMUM O.C. VERTWLLV. 4. KMANOGHULBEA7ACHMTOSN08WWIBGWECL MOLES. MDBEDSATALLJAMBSTOREPLACESTUD9 CUi9VOPENINO. S. ALL CONNECTION 9 NOT SHOWN SHOULD. BE PER MANUFACTURERS REWMMEN OPTIONS. 8. ANCHOR TRACK TO CONCRETE WITH FASTENERS LISTED BELOW. LOCATED V MINIM UM FROM ANY WHO RETE ENE, AT 1T MAXIMUM 0C. (48O.C. PON BOLTS) ALL MOTORS SHALL NAVE IC.C. APPROVAL W TH AMINI MUM OF TWO (2) BOLTS OR INSERTS PER ANY TRACK SECTION. TYPE APPROl MIN USED SIMPSON PNEUMATIC WOPM-080 OGLES MR-2811 X- SIMPSON POWDER 1I ICIM ESR-2138 1$" HILTI PWNG IXU ICGES BR 1X' SIMPSON WOSTRONGaOLT 2 ICCHE MRi037 2X' AS SPECIFIED IN SECTION 1792 DEWS BUILDING CODE, WE ENGINEER OF RECORD MAY BE REQUIRED TO PERFORM CONSTRUCTIONOBSERVATON. CONSTNUCTIONOBSERVATION BVTHE ENGINEEROFRECORD DOES NOTWAIVEWE RESPONSIBILITY OF MY REQUIRED SPECK INSPECTIONS AO SPECIFIED IN SECTION 16 AND SECTION I7U OF THE BUIWINGWM ORINSPECPONSBYTIESUIWIWOFFICX. 1, HILT 'HMRE 6W50' INSTALLED PERT C. C. ESP 23U E SIMPSON 'SET-MIN97ALLED PER I C C. ESR-2900 $, ALL EPOKY ANCHOR I XBTALPTONS SHALL COM PLY NTH TH E SPECIFIED 140 REPORT AND WE MANUFACTURERS RECOMMENDATIONS. A ALL EPDXYMCHOR INSTALLATIONS REQUIRE$REGAL INSPECTION. 6. ANYµMMTNETOEEMMMp OMNGSYS SSINLLMWACURRENTI.CC. REPORTMOSE BUSMNTEDTOMEGWERNNGJURISDICTIONMDTHEENGINEMC RECORDPRORTOAW INSTALLATCN. BUILDING CRITERIA GWERNING WOE 2010 CALIFORNIA BUILDING CODE STATE OF REGISTERED ENGINEER STAMP CALF OCCOPMCY CATEGORY B MIND DESIGN DATA 65MPH(36ECol 1.1.0 IXPQWREC IMmnMCANGF Gal0.1R DESIGN COMPONENTS AND CU W ANC FOR -!0PSF 7 w M U f1 cwC Z G W Yzo QM 00 LL Z Q W J 2 D C W ~ F-U)< W Z Z on Q Q 0 = Z F-- 2 (� cn O� o XW w z Z W U N Pullman Street Ets Mesa. CA 92626 714 540 FOOD 714.755 3013 RJEH ENCIN66RINC, INC. CONSULTING STRUCTURAL iNGWEEPS 171W A OE_ GMPO. SUITE 306 CAN EDGE. CA nvv PHONE less)eii-8116 R B) -6419 FAX W^..RPH OOM I SSUE I DATE I DESCRIPTION 1 12.1-CPC & DETAILS Sol BYAnACNNENT TO STRUCTURE ARM 81YTOe 31.0 Sol MUCHTOT f TWKw1 Rw'D,AnMHroTaPTwWxW FYIBBCREWH 3Ax51xsQOw BRACE®qYT µMALTERNATEEG1 SIR UCTUREANNEIMAXINGEX 10 SIYTOe M 8f 0 A SUSPENDED COMTCPTful x ND MLINO SCREWS i0G8TW 3N06 PPA6LNFD OPTIONAL TOP OF WALL BRACING DETAIL SMSNM STUDS 6 ISFOR TOO CNN TO EXIST STRUCTURE .1BCYESEECETAILB 1] 18 IB 810 81.0 81.0 wxrTRACKMSNBxREwsro SOMSGM PINOWOSCRSW To 70P SHMMJOIST CEILIXGMI9l ffR "Hog FINIBNESANOIRW WTSX]WN CEILING JOISTS +11Y=1'a ��-NU,- FOR GNUl EA ME OCCUCOR 6F£DETNIb/ NNEPE P9 ` IVI a 110xI SINGING VIIOKI/l6CPEW8® TOCONTh i HENa f0A DIM WFFT BOOM BEE 1C X89 W4NeOA'-0'MAK elB 0 wwlusxsus®le k I Es I W N41ER0 X"Q NELCEpbNP9®N'. BOM SEAM MAYCWX}ER6NK=1' MMro 14 Q.I ) NNl:smmTrox ELDN iDPEDNN PFA `i 17 1B +S B+a at.B B1.B wuuG QlsrevERscxEONLE XMGIXG INIF MR7 SIPPMTWNLASAWD SOFFIT WALLS AT EXISTING FRAMING MSTACCP iw CONTffiRIx6m TOPTel SOCNBEIWFEN MO SCREWa WE10 EA WILD WSTFRUMINGFSR II SIB n IVI }F10D3'i(SREW6®IT Masive096OW@IS' IIIcurulv,- i�� m e e r r r B' 3• r r r LSE [WTIXN WNL 819E R AT ENO OF WALL PARTIAL HEIGHT PARTITION WALLS MODUI le OU9XG PARTMON INSTALL PER MANUFACTURERS RECOMMENDATIONS LRAM BY OTHERS MODULAR MA11NG PARTEDON FASTEN TTORONPER W FMrvLs RECOMMENDATIONS OR USE MINIMUM NILT'%U' BHOI %X FASTEHER6 01 B^ AM. (MIN x PINS FIX WML SEGMENT) OSCREWS TO CONTM RCOWDmDNTGMST' L. MEAECCCIRS EnI P9GN STROXGWITd BEGax R'ININ548eg1 A CHANNEL HOLD 'W'SHOT PIN FARMERS OWMAXRNN2PINSRA WALLBEGNSP -.O`� WE DEPO617 BOX R 3C EACH SIOE OF SACN WE DEPOSIT 00X (SOB)MOWLE FASTENTOSLABNATHCONSTRUCTION ADHESIVE APPROVED FOR BONDING STEELTOCONCRETE (SIM ANCHOR FIX 2 OR APPRWEO BEN J A NOTE: MMSMANDLOGATI0NSH LBECOCADINATEDWYMTIESOB UNUSWJIUFA URM PLATERS BEPLACEDMM LEGSOR RUNNERS ON EACH 510E OF EACH 6DB UNIT. DOUBLE WITH PLATER MAY BE PROVIDED AT EACK TO BACK UNITS. )B SPREADER PLATE DETAIL r PRONC£C9L EN0ETPL STUDSTU0.5,BOMb11Do OF PERPLAN / 6UPPORTmrcEM C„rcTrP. IXIENO 84CpNG FL TO NEXT FULL MM PEV0NDOSCR 911PPoIOEO TEM."SJPLUSNWMINIMUM rX 16 GA METALTFMA(WORD PLATE - CUE8MI1MFIATHMDS8NOWN. FASEN DIATE FUTHGADSCKUNG AT INEERMEWATESNW wl&OCKINOS S-FEWSATGD TOPS WTEOM6AME64E A99NOB SOF EL END scups BOO BLOCKING, TOP MO BOTTOM SNAE GMEAS SOO WAIL TY%CAL I ll C O'XISGR>M BACKJNG PUPL)NIE TS i bMUD BUCCUMI TOP W70MgCK TO STUD BUDGING, TOP S BOTTOM B I ATTACH eLOCQXGTOSTU08 PER &01 SECTION NOTES: I. BP HOW SUPPORT LOCATION SNLLL BE COCRDIx4TED WRN THE WO UNITS MANUFACTURER. ALL CONNECTIONS SHALL CONFORM TO THE MANUFACTIIAENSREOUIREMENT6. 3. C/JNNELT SM PACK UNITS, WHERE USED, TO MISPING CONCRETE VMLT WALLS PER LWIUFACTURERS WCOMMENDATICNS OR WITH NIP'000NCRETESCREWS WALL SUPPORT AT TOP OF SDB UNITS 1'. I'.V GHME41 \ SULUAMSWIxI1tl E4 3MLHTTURNS� CIPLNCD]Oi CMPNNELW 3TIGHT OM END WITHIN IRO' TERM BY OTNEAO MOD IJ; 65,E1Y6®fri0 WTNINI WVVERNEYESCRENW IWDL1 EYESCREWV CCNTd ICY'PIARNANOERWIREOR 11M'PFNEIPATICN 11N"PENETRATION ,Ulu am wuI ccP.MGvn SPLAYWIRE 11?=1'd EHA6H8 \S1.0A \_ I1I DECK DECK OETA03 1T 10 IB 81.0 B10 51.0 W (5 #^BsmpxceOLTz V Y'EMBED)CRYe'0 QDecnEw� ,f� EVYI IEO V WY,•esTRawmLiz 3Yi50%BFAM- NO gCREyy 9; EMBFDIaR}{0 EACH LEG m NNO(xk EMBED) OF TRSLK1x mFN xO(x]$^EMam) SIYEC 3 OF TRACK IOGAmLO2410SCNGLEOLRMKW Jy I AMC EACH Fwre 80.+ ,9 ?NO$REV19 L0 FACX H C0Xi4ADR12 SBLmmsa STUDS®Ir ansize3s RUBS a IV 9 STUDS PARALLEL TO DECK FLUTES STUDS PERPENDICULAR TO DECK FLUTES CMUNGNANO WILNOTSHMNOWN V ELEMENTS HANGERISPLAY WIRE TO BLKG HANGERISPLAY WIRE TO SUBPURLIN EXITINGCONCRETEWER� ECSTLTIMIT CONCREIrl Qq STGNILOPX9� WTMXI III \ EE IN HILTEXIDWOU N( WIRE MINE TOPCORDCF J ` TIN' PFNETARION ASBENHLY. YI"b}VS'ENBEDNEN[ b I US EMBED W000'I'JOIST fOLIOWJgBt I MIX. S'OECN IICGE6A.AAp WwIUfAC ME 1 AtMIN .4 W De OIL NU ER MRLOGPNG ®WDELNMWIIEPEBrygUTEOf EASTERN SAT TOP OR MCKI6 x IW a GREATER, USE EOiIOY CNCR06. HANGEFWPEOA RAAISETACf11xSCNLNGCUP HANC£AWREOP aTIOPT TURKS SPLAY WIRE ARSENBLY, 1-13"MIN. ENB EW, SPLAYWIRE WIMIXILI' HANGERISPLAY WIRE TO METAL DECK HANGERISPLAY WIRE TO W015T +' • 1'IT ALLOWABLE WALL HT. TABLE - NON -COMPOSITE' eFMB' Ir O.C. WO.C. N•O.C. k2311510 irD' It'd' V4. 312SUSISS xOJ• IRO IPJ' ACGIxE19 Sao N'J' BBJ• SBOS10ES3 41V 3Y4 HF1C BARED ON p DEFLECTION LIMIT OF IHI0. LOMB&BEDONAB PuFIAT LORD 4E G4 STUDS W AUTIPFLV AT SNOB9lWJHTINO CID. IM. ALLOWABLE CLGUSOFFIT JOIST SPAN TABLE' mnlw PIPPONAR wwv- 1 IT O.C. Ir 00 N•O.C, WOMEN rffiN WAS 711' THE OAK 3 lffi m Naa MON 11 A" NP T10' 36012U,3 NINE IPrYna NEW 100 S.B^ M137JS NFOUPPR10 Nu1gM ISO 15'-11- 1!d' Oil RUSKUP as Net- ISNO IAT S1Si1&'!3 NOWWWM Ia Y1'.p N'-0' IB'd' • METH.BN038JOISTS9NALLBEMWUFIGTURE➢BY MEM�A9GF 'S6MA'IMSECONADERJE • SPONSBASEO CN A pFF1EC110ET& 121If[IOBBMD.L. •10pNfLL • SEE Cl"JOISTERMING GETAL 4190.1 1'=1'a CNMGte EXISTING EYJSTIM STRUCTURE STRUCT I 1] 1B 1x s1,0 9L0 81.0 s1� SUSPENDED CEILING 4V-3WS1xWx DIM BR CE ®PP y. Pro• (MAX LENGTH IV. PI mzsQE3a scups 0+r o g 9('TYPE'XGYPM sQFLAi HEAOSOREWB SGABOETOMTAACN SUSPENDEDCEILING vnvr Laou1Yv - Jvrr I I vC I nIL 1'=1'-0" CHA6E19 LMeLwn-Raw.. YIe ®FIN FAo nAcx®®uwFNm BF AnACX®UP InoF XLCQnSO�MFA! 6UMURUNkWee X F D LEUBWtlIN VJBFIWII REYUW IDW MmIETµ STORIES ETu enp ALq BLOBPUE WALL ppER��PE��NOICUTAR ALL PARR LEL TO SU�LJNS TO UI�.' BPu II OF LL1 Z� LLl CY1/ z >M••N W I..L Z Q m.J��c� w la-��Q W Z Z CO w Q Z w O0 _ F- a_ U Ln Lr. o X w W ~ Z W U Tel Studio One, Inc 0 Pullman Street W Mafia, CA 9262E 714.540,8000 J' 114.7553013 \V. vneaelarccam WALL PARALLEL TO FLUTE WALL PERPENDICULAR TO FLUTE �1ENOrvQERaNONMOWEBF9RHIm%IIPOWB6BMWNFQRNER6 WALL KICKER DETAILS N fl D ED CHMEn s, 0'A ENGINEER OF RECORD IMB M EOFW PER x PUCE EXEN DI AECTION AT PA 801 CORNEROFWALLS '\ R H EA•ctirEEAr rxc a' 00%LINTEL `GL ZNO WALL PERARCH'L�\ `BILLwHIFEOCCURS 610 T WNENIIN] SMUCNR4 ENGKRS WHERE OCCURS Y130 w GMPo BURG bF Mau i3 Hla FAX TURN) PI CCMTOP iPMN VIMW.REHWM NO SAUCES NOTE W NOT ATEAFH ANY ADD 'LM ETI LOADS TO UNTEL IL �.} POFESBIq� IS N A' Bq0 ISWid w P. w 'NyHUCTUPFN Rom` OF CALAF�R /A I N/1 V2013 I FIAN CHECK COMMENTS iy ,xE-� iL 1, SFABIENERB®1T MAX iO PAPALEL TO TOP TRACK L 4 FASTENERS TO EXISTING WALL FA6TENERSTOEXISTRw OPPENDIURRSUPPOER3T0 EMn a PROJECT INFORMATION PERPENDICULAR OR ARENER Ai i4 ONLY M SCREW EACH BIB B M361xSS WAXNINSAMEtlgS'M4 IEGOFiRMK 1AGi. LONG LEG TFACKN y TO CONCRETE OR STRUCTURAL STEEL USE __ ___ uAlt YMFN P0961/IEMTEANATEdAECMNIfi TO INM SLOT$ VERTICAL SLOTTED HOLES . FRUIT Y.L' SHOT PINE STRUCTURE AWARE (W IENGTN 1W4* DRAWN BY', SI METPLBTUDS 3, NWLOD OR LIGHTGA METAL USE CHECKED BY'. 91.0 PERPLAN . NO SCREARS(MN I.T LONG TO WOOD) Q FA9TENEROIRION81Ntt1IX18TP Cam. F TAL N1fIxN1CCNTiPPGIWDIB6CAEWFA9CEN WBTMGCOOK r 1. NDWREWSTOWCODORMETALSTION"ESSI RC\IED PC fABTU0A8NBBCflEW9®10"ro60%AFAN 4 D x. Hall XL'SHOT PINS TOCONCREIr MASONRY(ICGES ESUNSIMS 6T OD EL O,C. WA TILTAr ®Y.-U' pBCAEW Or NG LEG fTNE6q IM 1WfOPP�Y"EL SHOT PINS PECK EACH LEG 'WNFN FABIENINGi00TNERTl4N xFASEEHERb®1A"INTO FYJ3EMO WAIL ME NpUS 10 EpoPCIMPR090FWL•SCREW EACH OFTRMKIN C �Np BOQ,j;TA LSOf iMCK M00TI6URFACE�CROVT 6EHINp MEAN LONG LEG TMCKW 81pTbSTUO FOR FULL BEARING FNp9O01NFINMSLOTS 4FRTCALSLOTTEDHOLES WMhTCP UM METAL RUN x' A SCREWS TO EACH R SHEER NUMBER MIN2PM%ALLSMMYMI PELy�, EMONGWALL-CONTRACRWTOVERIFY STUDS PARALLEL TO DECK FLUTES STUDS PERPENDICULAR TO DECK FADEQUACY FORA7E MENT OF NEWWALLs C )P OF PARTITION to FULL HEIGHT STUD DETAILS INTERIOR WALL /SOFFIT TIE TO EXISTING 5 SA S1.O CHASIF." S1.0 1"=1'a' GHAScv=I:O" CHASE-19 S70 57.0 EXISTING INSTANT ISSUE 1� s low DATA ISTORAGE ALARM ATM ELECT M EP EP EP��� JL ATM �L �ROOM STORAGE ATM - ABCM TOS TOS TOS I'� _1 MfD ISSUE ATM AHDj NEW 57TUD WALLS NEW BOX UNTEL PER E MERDA , DO NOT ATFACH • • �. 14 / MONITORS TO \\ O & 5 �.1 N LMTEhc ERG ALARM 9 S01 A RM@ @ x 12 Q ERG BRIG � I MAIN < ENTRANCE 100% CR r C4 ( 1 S r 1, � 1111 S �YF 'I�1 i%S `4� 1 r,( ACCENT q Z�') TILE STRIP �81 t", BOX UNFEL PER �g 14 50.1 50.1 DEL STUD POST IN EXISRNG WALL FRAME SIM T0 Q 51.0 I I CHECKDESK GLAZING WALL PER 1(11 J 2 -- 51:0 f�gIEEL TUBE VAULT ill ALARM '� VAULT �r WOMEN DEPOSIT BOX FOR SPREADER sEEe - stD d n - JANIT �O I � soe aooM WALL �. EMERGENCY REINF PER�L EGRESS s(.D ONLY (FU RE) PCB PCB pg 1 O pB 2 pB 3 P84 PB 5 v PB 6 AA NEW PARTIAL HEIGHT STUD WALLS PER 1 @ 5 LO 50.1 S GROUND FLOOR PLAN TN 1/4.' _ 1 -n.. BREAKROOM BCM n El NOTES : 1. PROVIDE CONT. 6' DEEP BOX LINTEL AT TOP OF ALL PARTIAL Q HEIGHT WALLS PIR,/3 & 14 1 SOd 50.1 2. PROVIDE DOUBLE STUDS AT EACH END AND INTERSECTION OF PARTIAL HEIGHT WALLS PER 19 50.1 H z Ur L LI Z2 YY> Z p I` Q m 0. _Z Q a w W Z z CO UQoo Q zF- °Z 2 Q U LoO o X W LU H Z L1J U OF Jet Studio One. Inc 0 Pullman Street to Mesa, CA 916 - 714,540 — . 11d 75555.3013 enadelamoom I NODE RRH 2NCIN22RINC, INC. GON9UfING a1XUC = ZZINE S I)150 W GEL CIO SUITE 3W SW DIEM, G, 92127 PHONE UI 67- EP (869) 673-eI WIEN R28.<OM w Anc ,�'12.1-CPC ,.aaraxsa ox T!Y� DDEL PLAN IALLDEUNTx a SHEET NUMBFD sivi OCCUPANCT SENSOR SwIYCN SCI®IILE SYMBOL MANUFACTURER SENSOR DESCRIPTION COVERAGE VOLTAGE ON MODE TIME DELAY NOTES TYPE MODEL SERIES ( W X 0 ) WALL SWRON OCCUPANCY SENSORS DUAL RELAY PASSNE INFRARED WATTSTOPPER DETECTION WALL SWITCH WITH MAJOR 30'15' x 35' 120/22N 1: MANUAL 1. 15 MIN 1 0S2 PW-200 MANUAL OVERRIDE SWITCHES MINOR x 20' 2: MANUAL 2: 15 MIN GENERAL NOTES; A ADJUST UAN11Rf5 AND LOG110NB FOR ALTERNATE MANUFACTURERS SENSOR tAYOUi EASED ON WATT -STOPPER E PATTERNS. A 0 LIVER BELOW RI ERIA R SPUBBEL SPACING CRITERIA PER MANUFACTURER A B AND ARE CONSIDERED EQUIVALENT MANUFACTURES FOR SUBMISSION AS COOPER-GREENGgWI HUBBELL BUILDING WTPLAINS AN APPROVED MANUFACTURER, AND COVERAGE AREAS PO EACH OCCUPANCY SENSOR LOCO H ORIENTATION E PLANS SHOWING LOCATION, MOUNTING HEIGHT, SHOP DRAWINGS, PROVIDE B ED SYSTEV N W FOR REVIEW AND APPROVAL BY ENGINEER. AL50 INCLUDE ONI PLANS OWNER CEILING MOUNTED SYSTEMS, SHOWING COORDINATION WITH FOR ID ENGINEER. CEILING DEVICES INCLUDING BUT NOT LIMITED TOE HV4CANTE SUPPLY AND RETURN GRILLES, SPRINKLERS, AND UGNi FlXTURE3, C PROVIDE ALL SENSORS BY THE D 3WITCH THE ARCHITECT SWITCH SENSORS VERIFY LOLOR(S) FOR WALFSENSOR E INSTRUCTIONS OWNER WEERS SUPPLY INSTRUCTIONS PRONGS COPIES OF SENSOR AND POWER SUPPLY F NAVE AN ADJUSTABLE TIME DELAY RANGE OF 0-30 MIN, ONO. ALL SNITCH SENSORS HAVE AN E G ON G VOLTAGE 00 NET INsiNl LANE VOLTAGE SENSORS ON GFCI PROTECTED CIRCUITS. ET LINE SCHEDULED NOTES: 1. WALL SWITCH SENSOR REQUIRES A NEUTRPL CONDUCTOR FOR OPERATION o e \ I I ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑IDI ❑ IF I 0 2 2 ❑2 2 2 2❑ ------------- I g i i _------- —__ __ ------------- —__T I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 'I I I 1 I i I 2 1 ❑❑ -717 �< a ❑ ❑ ❑ I i I 14 ❑ ❑ ❑ __- ____ --_ — — _ _ —_ ___-- —__ _�___ —__ ____—_ —� N LIGHTING PLAN Si E,p 1 LIGHT FIXTURE SCHEDULE Required Lamps ID Manufacturer Model Number Lamps Voltage Mounting W VA Description IA LLallblbr 1tO1FM21CO MOUSING) nI PL-TSAYI 120 RECESSED 36 38 Re°eamEtlmxlllpM,B114'apetbm. Nodzomelevee made, 1t01HWHCB(m1M) 354PIALTO oompaot fluareamm, n While rsfleM ban. 61ueplena Mmsl p Llo B®UpMYn IT.1611CNSNGte(Blue) (t)tew. CFL 120 PENDANr '81 23 Fro IrclWea). Proven t.te•wnl, t-12•nlem utl lA•wm.Pmritle rover I-111even 1-12-i Wst fixture Amon All to Once all W aamm To mlrandi . IICMCE FLUORESCENT WMINARES INCLUDING LAMPS r c I G CONTROL DEVICESTHE AND FO ALL. AUTOMATIC a HF N CIEN D SHALL COMPLY WITH TIE AU RKKA ENERGY COMMISSION PN AND &UA5T5 SHALL BE CETRIFlEO TO C FO ) AA ENERGY EFFICIENCY STANDARDS THE LATEST ADOPTED mmaN of THE CALIFORNIA BUILDING NONRESIDENTIAL L CORE FE MANUAL ("MU S AND AND ANY CONTROLS STATE AND IAC.LL REQUIREMENTS. ADDITIONALLY. ALL LLCM FlE%IT SIGNS AND EFFICIENCY LIMITED CONTROLS 51N11 COMPLY WITH THE UTESr ADOPTED EDmON OF CALIFORNIACALFDRAPPLIANCE EFFICIENCY REGUTAnONS. ALL LIGHT FIXFJRES SHALL BE ORDERED FROM THE NOTIONAL ACCOUNT VENDOR COMMERCIAL LIGHTING INDUSTRIES; DAARTL ZIDE COMMERCIAL LIGHTING INDUSTRIES 81161 INDIC BLVD INDIO, CA OcOol 800755.0155 OK 103 OR 760.343.2704 FINAL DARRYLOCOMMERCIA.-LICHTINGAFT PaleK La=amn TOO Collow" Number Color Lutren Color Traditional Sales once Parnes I FP-302 Pnsma 5156108 'NNme9" WON (IV) Wall Pahl PT-103 Benjamin Moore OGBT "Cam Coast: Light Almond (IA) Man Paint PT-104 22"inln Mere DI "Gentle Cleem" light Almond ILA) Accent Paint PF3G0 Ben emin Moore HC<T "BrOckil re Bi CI Stone (US) Cdnkmnce Room WG FP304 Triple CmWn 51oAPED1 "Pella" LIgM Almontl III TL Wall Panels F-102 IWMINaeaYll 51UT-1o1 "Pilaf 11ght Almond LA ComemPomry Sales Panels FP301 Pdsme fi15Li03 "Conch Sbal"I Almond LA dl Paint pint PT-203 Benjamin Moom OGx5 "Lwtl Cow!' Mein Paint PT-2ol Benjamin Moore "Baby Farm"auto l Almontl (LA) Doran Paint PFG)FPLaG in Moore 2 zlll Are Tau e (TIP) Cpw Roan WC F-103 [Met KSURU 415Pe01 "Aluminum" (GR)R wall Range Wall PanaM F-103 Wnldaxay II ARI 510R-102 "Opallne" Alma'A (LAN ELECTRICAL NOTES MIL tn • ALL LIGHT FIXTURES LABELED "NL" ME NIGHT 11GHT5 CHAT ARE TO BE CONNECTED UNSWRCHED. • SECURELY FASTER EACH RECESSED GRID OGNT FIXTURE TO THE CEILING SYSTEMS WITH APPROPRIATE SUPPORT BRACKETS AND CLIPS PER INDUSTRY STANDARDS. • A MAXIMUM OF 3 HOLIERUNS MAY BE GROUPED TOGETHER IN ONE CONDUIT AND SHARE A COMMON NEUTRAL PROVIDED THE HOMERUN3 ME DIFFERENT PHA3E5. IF BRANCH CIRCUITS PRE GROUPED THEY MUST ALL BE CONTROLLED 8T THE SAME MUL11-POl£ BREAKER PER NEC 210.4. PLL LIGHT Fl%NRES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. EMERGENCY EGRESS LIGHTING AND IX? SIGNS ARE EXISTING TO REMAIN. NO CHANCE IN EGRESS PAN. MECHANICAL AIR DEVICES SHOWN FOR (COORDINATION ONLY. REFERENCE MECHANICAL PUNS FOR AOOITIDNAL INFORMATION. 1. CONNECT TO NEAREST AVAILABLE AUTOMATICALLY CONTROLLED OPEN OFFICE AREA LIGHTING CIRCUn AND MAINTAIN IX1511NC BI-LEVEL cDNrflal. 2. RELOCATE EXISTING 2%2 FIGHT Fl%TURES TO NEW LOCATION INDICATED AND RECONNECT TO IXISIING CIRCURING AND CONTROLS. REFERENCE ARCHITECTURAL PLANS FOR IXISIINC LOCATIONS AND MOUNTING OE(AILS. 1 CONNECT TO NEAREST pVAIIABLE UN -SWITCHED LIGHTING CIRCUIT IN MCA OF RENOVATION. ON�HC Xp{N .MESEP PPPp( eN_/ MI Dit pdP4 lfR 'Megp�ldEe�p 0. W1 HF �a Me 'We Z � w Z 2 W QYYy•ALE A�N W I..L Z Q m J w �Q W Z Z m (n croQo❑ = zw°� xW w~ z w U rRk e ELEMWAL D ARCHITECT OF RECORD Nadel Studio One, Inc. 3e50 Pullman St et Coale Mesa, CA B2626 T. 714.540.5000 F. 714.755.3013 www.nedelem.mm NODE ENGINEER OF RECORD NENDERSGN ENGINEERSII S9�INR0.LH1$y1Ni®1 I/gYfU$M�BRRB mleumlN no nT IRI e..ar«ym. nwmlur SEAL .�gRp�,,� 'g NMIL M1 E-161BI �L"rJFau� L-13-13 ISRUE DATE OBCRIP110N 1-CPC LIGHTING PLAN E 1.0 1 Ln DATA STORAGE TELLER ONE G2 _=°li�J./� , , n Ili �hMINOR EEC PPNLBD FROM PNLBO L P AC 701 m i wh, 1w lei OEM WOMEN MEN 110 4 JANITOR SEMI I El lL ELECTRICAL NOTES • ALL POWER CONNECTIONS TO FURNITURE (IF APPLICABLE) ME TO BE BY THE ELECTRICAL CONTRACTOR. FINAL DATA/COMMUNICATIONS CABLING AND CONNECTORS ARE TO BE BY OFFERS. COORDINATE EXACT LOCATIONS AND CONNECTION REOUIREIAENTS WIMH THE FURNITURE SUPPUER/INSTALLER PRIOR TO ROUGH -IN. • MOUNT ALL OUn£IS AT OR ABPrE 42- IERDCALLY AND ALL OUTLETS BELOW 42' HORIZONTALLY. ALL RECEPTACLES AND BLANK JUNCRON BOX COVERS S14LLL BE WERE • A MADMEN OF 3 HOMERUNS MAY BE GROUPED TOGETHER IN ONE CONCERT AND SHARE A COMMON NEUTRAL PROVIDES THE HOMERUNS ARE DIFFERENT PHASES, IF BRACH CIRCUITS ARE GROUPED THEY MUST ALL BE CONTROLLED BY THE SAME WI BREAKER PER NEC 210.4, • PROVIDE A 3/4' CONDUIT FROM ALL DATA/TELEPHONE OVR13 TO 6- ABOVE ACCESSIBLE CEILING. • REFERENCE ARCHITECTURAL ELENATONS FOR MDRIONAL INFORMATION ON RECEPTACLE MOUNTING HEIGHTS AND CONFIGURATIONS. NI ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 1- REFERENCE ARCHITECTURAL EIEVAFONS FOR LLD MONITOR DISPLAY SIZE AND RECEPTACLE MOUNTING DIMENSIONS. 2. VERIFY ALL POWER AND DATA REQUIREMENTS WITH MANUFACTURER FOR E MERCH DATA CASK PRIOR TO INSTALLATION, 3. CONNECT TO EXISTING CIRCUIT MADE AVAIIOILE DUPING REMOVAL OF EXISTING FURNITURE PARTITIONS, 4. FWBN MOUNTED JUNCTON BOX AT B- AM MR CONNECTION (M FLEXIBLE WHIP) TO OUTLETS 1-COVED IN PARTIDON SYSTEM. UTILIZE HARD WIRED WREIS LOCATED IN THE FURNITURE PARPTION. INSTPLL AND WIRE ALL ELECTRICAL OUTLETS ALONG WITH ALL RELATED SYSTEM COMPONENTS WORN THE MODULAR PARTITION SYSTEM PANELS TO PROVIDE A COMPLETE OPERATNG SYSTEM. WHEN REQUIRED BY LOCAL AUTHORITIES, RUN WIRING TO ELECTRICAL OUTLETS IN CONDUIT, FIELD VERIFY EXACT PMTTION REQUIREMENTS WITH PARTITION CONTRACTOR AND ADJUST ACCORDINGLY. 5. FLUSH MOUNTED JUNCTION BOX AT 13- AEF FOR CONNECTION (VA FLEXIBLE WHIP) TO COMMUNICATION OUTLETS LOCATED M PARTMON SYSTEM. 6, REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FURNITURE PARTEDONS. ]: PROVIDE NEW DUPLEX RECEPTACLE AT 5' MOM CENTER LINE OF LAVATORY AND 26 AFF FOR USE WITH FAUCET AND SOAP DISPENSER. CIRCUIT TO EXISTING RESTROOM RECEPTACLE. B. PROVIDE CONNECTION TO BRAND FOCAL WALL REMOTE MOUNTED POWER SUPPLY. COORDINATE EXACT LOCATION IN FELD AND ALL REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION. 9. RELOCATE EXISTING CIRCUIT SERVI MED MACHINE TO NEW LOCATION INDICATED. REFERENCE MCHREC UM DRAWINGS FOR EXISTING LOCATION, 1D. CONNECT TO EXISTING OCCUR MADE AVAILABLE DURING DEWCLPI 11. CONNECT TO NEAREST AUTOMATICALLY CUNTROLLED FORTINO CIRCUIT. 12, CONNECT TO MEANEST AUTOMATICALLY CONTROUPO SIGN CIRCUT. w Ln a_ U F- /n Z v W Z 2 W LO Y�0 a m a z Q m J U Q V) tY w w z z m Cn �Qoo IIIIIIrZ ~ O Q U U) W W~ Z W ARCHIECT OF RECORD Nadel Studio One, Inc. NO Pullman Shell Cote Mesa, CA M26 T. 714.540.6000 F. 714.7M.3013 www.nlstlNmc.wm NODE ENGINEER OF RECORD 7/J IHENDERSON 1 ENGINEERSR 5960®ETD®eEElMal limEaDAMQdfBB Ta. Me Pl M Im 912912 MIN 175MIsm SEAL 016)7" ISSUE DATE I DESCRIPTION ♦ 02-151 1 CIIV COMMENTS 12.1-CPC SHEETTIILE POWER PLAN Q POWER PLAN 1 " „B E2♦0 CHASE BANK EXISTING RETAIL BANKING CENTER GOLDEN SPRINGS 334 S. DIAMOND BAR BOULEVARD DIAMOND BAR, CALIFORNIA 91765 CHASE # 100137751 GENERAL NOTES I. ALL WORK SHALL BE IN COMPLIANCE WITH APPUCABLE FEDERAL STATE AND LOCAL BUILDING COOTS REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP A@CERLBNTY CODES. 2. GEN. CONTRACTOR $HALL COORDINATE WINNE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING OF WE WORK. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DEIGN AND GENERALTYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINESTOUALIIY OF CONSTRUCTION. MATERIALANO WORKMANSHIP THROUGHOUT. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, EC. VERIFICATION MUST BE DONE IN ME FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5. PRIOR TO COMMENCEMENTOF ANY CONSTRUCTION. CONTRACTOR SHALLVERAY EXISTIiNCEAND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTURS. INCLUDING SANITARY SERVER, STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, EC, ANY OISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOR" ME ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WIFE WORK, 2. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS F09 SUPPORT OF ALL EQUIPMENT, SERVING, ACCESSORIES , SIGNAGE, AND OTHER DEVICES REQUIRED. S. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. V. ME CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS Of FIXTURE AND EQUIPMENT SUPPLED AND/OR INSTALLED BY OFFERS. 10. UPON COMPLETION OF PROJECT. OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY, 11, GENERAL CONTRACTOR IS ROPONSIBLEFOR ALL SITE CUT& FILL TO ATTAIN FINISH GRADE AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE ENE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE, AT LIFETIME OFTHE PRE BID MEETING, 1NRASf DID, 12. GENERALCONTRACTOR SHALL INCLUDE ME COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY& SECONDARY CONDUITS, AND SECONDARY CARUNG IN BASE BID. 13, SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND AGATOILE ROOM SIGNS, ARE PROVIDED BY OWNER'S SIGN CONTRACTOR.OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT SIGN BASE CONCRETE STONE, BRICK.ETC.i If PROJECT REQUIRES DECORATIVE BASE. SEESHEET L9 TO VERIFY IIF REQUIRED. GENERAL CONTRACTOR TO PROVIDE ROUGH -IN & FINAL CONNECTION. 14, GENERALCONIRACTORTO PROVIDE FOUR (4) 30 YARD DUMPSTERI DURING CHASE RIETAILMOVE-IN. I5, GENERAL CONTRACTOR SHALL PROVIDE ONESKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVE IN. 40 HOURS) 16, GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON SITE DURING CONSTRUCTION. 17, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE MUTY SERVICES FOR ME PROJECT. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SIZE ADDRESS. 18. GENERAL CONTRACTOR SHALL PERFORM A TOPOGRAPHIC SURVEY PRIOR TO STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADE AS COMPARED TO DURING GRADE INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OF TOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. 19. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF STUD UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTE➢. 20. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALLTIME AND ANY SHUT DOWN OF LIFE SAFELY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. 21. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, DOAN" AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE F%➢NGU6HERS. M THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS TOR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH BUT CLOSING DEVICES IN ONE )1 ) HOUR RATED CONSTRUCTION. 23. ALL PENETRATIONS AT FIRE RESISTIVE CONSRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 24. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY ME LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 25, EXIT SIGNS. WHERE NOTED OR REQUIREDSHALL RE WORDED "EXIT" IN LETTERS HAVING RIFE PRINCIPALSTROKE OF NOT LESS MAN 3/4' WIDE AND AT LEAST C HIGH AND SHALL CONFORM TO CODEAND/ OR APPUCABIEREGULATIONS. 26, TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS. EXIT STAIRS, EXT RAMPS AND SAFROU' S AS REQUIRED BY THE CALIFORNIA BUILDING CODE 27. EVERT EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WRHOUTTHE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER CPC TWO 9, SPECIAL LOCKING DEVICES SHALL BE OFAN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 0. PROVIDE A READILY VISIBLE DURABLE SIGN ON OR ADJACENT TO ME DOOR STATING MIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' IN LETERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND ATALLREM[RED EXRDOOR3 29. IXli DOORS SHALLOPEN OVER A LANDING NOT MORETHAN la BELOW THETHRESHOLD SO, ALL EXPOSED ELECTRICAL EQUIPMENT CONCURS, PLUMBING LINES ETC... SHALL BE PAINTED WITH MIN(2) COATS Of PAINTTO MATCH MEADJACEMSURFACES 31. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDENALKS DRIVEWAYS, EC, PRIOR TO POURING CONCREE09 LAYING ASPHALT PAVING. 32 ME GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE. COLOR AND LOCATIONS. PRIOR TO PROCEEDING, SUL ME GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM SHE INSURANCE SERVICE OFFICE )ISO) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO ME ARCHITECT MR APPROVAL PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORA COMPLETE SYSTEM FROM CONNECTION OF SIZE WATER MAIN TO INTERIOR OF BUILDING. 34. WHERE CONCEALED SPACE GREATER THAN 6"OCCUR. HLL VOID WITH NON COMBUSTIBLE INSULATION PER NFRA 2002. 35, PROVIDE A READILY VISIBLE, WEATHERPROOF SIGN TO THE FIRE RISER DOOR STATNG "FIRE SPRINKLER ROOM" IN LETTERS NOT LETS THAT 21NCH HIGH WITH MIN STROKE OF 3/8INCH ON A CONTRASTING BACKGROUND PER CFC SECTION 902. OWNER & CONSULTANTS OWNER ELECTRICAL ENGINEER JP MORGAN CHASE BANK, NA. HENDERSON ENGINBERS, INC 201 N. CENTRAL 25th FLOOR 5555 REDWOOD STREET, AE 201 PHOENIX, 85ON AZ LAS VEGAS, NV 89116 PHONE: 6021221-0U CONTACT: JASON ZOELLER CONTACT: JOHN W.STEVENSON PHONE- 702.697,2107 EMAIL: Iohn.w3leaeluorAchae.com FAX I0269E.21M EMAIL'. JASON ROELLER®HE-ENGOOM ARCHITECT PLUMBING ENGINEER NADEL STUDIO ONE, INC 3150 PULLMAN STREET HENDERSON ENGINEERS, INC COSTA MESA CA 92G6 5555 REDWOOD STREET, STE 201 CONTACP. CHRIS LEE LAS VEGA5, NV 89118 PHONE:]1L540..W]O CONTACT IASONZOELLER FAR : 714,255.3013 PHONE: 701 EMAIL: CUSSINADEIARCCOM FAX 7MA972188 EMAIL JASON.ZOELLER FEEIENOCOM MECHANICAL ENGINEER STRUCTURAL ENGINEER HENDERSON ENGINEERS, INC RM ENGINEERING 5555 REDWOOD STREET. STE 201 840 GRIER DRIVE. STE 330 LAS VEGAS, NV 8911E LAS VEGAS, NV 89119 CONTACT: JASONZOELLER CONTACT: ROBERT HENDERSHOT PHONE: 702,697,2107 PHONE: ]02260)000 FAX, 202697.21M FAX 702,2607070 EMAIL: IPSON20F1LM@HET-FNG.COM EMAIL: RCH®R2H.COM _dim VICINITY MAP e_"S'O e Al 1 IS t L. Rd U) .,..� _ a R/ry •a .. n 25 �1FF PROJECT LOCATION r. N SYMBOLS < �\ ^>_ CONSMUCOONTYPE ( TRIAVATION EARN TAG V % DETAILTAG REVISION NUMBER A%% N O GRID BUBBLE W < E INTERIOR ELEVATION TAG FINISH FINISH TAG X E%TEROR ELEVATION TAG DO EQUIPMEMTAG 1 NAME uXx MATCH LINE # ROOM TAG % PLAN DETAIL TAG qA,X Jftl#A DOOR TAG OWINDOW TAG A%% WALL SECTION TAG KN KEYNOTE L _ _ SUILDINGSECTIONTAG A%X ABBREVIATIONS GENERAL ABBREVIATIONS CHASE ABREVIATIONS A ANNEALED ASCM ASSISTANT BANKING CENTER MANAGER AC AIRCONDITIONING AHD AFTER HOUR DEPOSITORY ACT ACOUSTIC CEILING TILE ATM AUTOMATIC TELLER MACHINE AFT ABOVE FINISH FLOOR BCM BANKING CENTER MANAGER AHU AIR HANDLING. UNIT BEG BULLETRESISTANTGLASS AL ALUMINUM CCR CUSTOMER CONFERENCE ROOM MPH ASPHALT CSC CUSTOMER SERVICE CENTER CJ CONTROL JOINT DO DRIVE UP CLING CEILING MFO MULTI FUNCTIONAL DEVICE CMU CONCRETE MASONRY UNIT PR PACKAGE RECOVER COL COLUMN RG REACH GUARD CONC CONCRETE SCCR SMALL CUSTOMER CONFERENCE ROOM OOM CONTINUOUS SDB SAFE DEPOSIT BOX CPT CARPET RED TELLER CASH DISPENSER CT CERAMICTILE TOS TEAM OFFICE SPACE CL CENTERLINE VAT VACUUM AIR TUBE DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIN DOWN OS DOWNSPOUT EA EACH ELL EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION DO EQUAL EXIST EXISTING FD FLOOR DRAIN HE FIRE EXTINGUISHER FED FIRE EXTINGUISHER CABINET FINISH FLOOR FF R FIRE RATED FRP FIBERGLASS REINFORCED PLASTIC GALV GALVANIZED GYP BD GYPSUM BOARD HC HANDICAP HOW HARDWARE HIM HOLLOW METAL HT HEIGHT Al HFATINGVEN➢LATION, AIR CONDMONRNG INSUL INSULATION MAX MAXIMUM METH MECHANICAL MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MOISTURE RESISTANT Mn MEAL NA NOTAPPUCABLE NIC NOT IN CONTRACT NOM NOMINAL TUTS NOT TO SCALE OC ON CENTER OPP OPP051TE PF PRE -FABRICATED ASP POUNDS PER SQUARE FOOT PT PRESSURETREAIED PTO PAINTED GT MARRY TILE R RADIUS REBAR REINFORCING BAR REF REFERENCE REOD REQUIRED RO ROUGH OPENING SB SPLASHBLOCK SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL AL STEEL STOR STORAGE SUSP SUSPENDED T TEMPERED TYP TYPICAL ONO UNLESS NOTED OTHERWISE NOT VINYL COMPOSITION FILE VERT VERTICAL WD WOOD WP WATERPROOF WWF WEDEDWIREFABRIC SHEET INDEX DRAWINGS ISSUED R 6 $ ARCHRECTURALORAWINGS A00 COVERSHEET 00 A0.1 REFERENCE SUE PLAN& CODESUMMARY •• AM ACCESSIBILITY a SITE REFERENCE DETAILS • A03 RESTROOM ACCESSIBILITY& REFERENCED DUMB * 0 01.1 DEMOLITION FLOOR PLAN ❑l1 DEMOLITION CEILING PLAN . AM FLOOR PLAN AI.2 FINISH PLAN AID FURNITURE, EQUIPMENT PLAN •• AIA REFLECTED CEILING PLAN •• MIT WALLSECPONS& DOOR SCHEDULES AEI COMFORTZONE/ MEDIA WALL PLANS, ELEVATION& DETAILS A5.2 PRIVATE OFFICE PLANS, ELEVATIONS A DETAILS �• M's LETTER AREA PLAINS, ELEVATIONS &DETAILS •. A&IO ARCM PLAN, ELEVATIONS &DETAILS STRUCTURAL DRAWINGS Sol GENERALSTRUCTURAL NOTES S. DETAILS SIG REMODELDEAILS 16191 SIT REMODELPLAN 161111111111 ELECTRICAL DRAWINGS ED.O FIECTRICAL LEGEND, ONELINE SCHEDULES AND GENERALNOIES •• OFF MZQ CAL UPLE24 COMPLIANCE EID FIGHTING PLAN MIS POWER PLAN 5'Oi6,YTv OE.06 tAl_ FIRE O6pelimI EN'F fBf PREVENnONEIIO&ES11910: APPRO EL4 FR 9¢ ale P UMDNENWN En 1w w Ileltl I•e0btlm -»FALL NOT be hold PW Ferran he, and Fae�be aI O val al arep,Mmnaw 6 b LPr0A"Nue tl DEFERRED SUBMITTALS I. PORTABLE MODULAR PARFITIONSM.I.C.) TO INCLUDE HEIGHT AND FLOOR ATTACHMENT DEAJO. 0/ Uj Ln U le- z W Z2 W QY�0 ca z < m J U w I- U) Q W Z Z m (� �Qoo Q W 00 Z I— c7 Q UAW W Z Z W U Jel Studio One, IT 0 Pullman Street to Mesa, CA 91 714.540.5000 714.755.3013 IISSUE I DATE I DESCRIPTION 1 12.1-CPC SHEETLE COVER SHEET SLIDE NUMBER A0e0 GENERAL NOTES I, GENERAL CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE, SO AS NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION AND MEET THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS 2 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFNC CONTROL DURING CONSTRUCTION 3 G C TO VERIFY COMPLIANCE WITH ACCESSIBLE COOS AND REGULATIONS. REPAIR AND REPLACE AS REQUIRED FOR ACCESSIBILITY COMPLIANCE, IF NECESSARY. VERIFY EXRTING CONDn10NS OF RAMPS, SIDEWALKS AND CURB RAMPS. VERIFY THAT SIDEWALKS SLOPE IN DIRECTION OF TRAVEL DOES NOT EXCEED 5%AND CROSS SLOPE DOES NOT EXCEED , SLOPE OF RAMPS WITH HANDRAILS NOT TO EXCEED RUSES AND CURB CATS NOT TO EXCEED 893% SLOPE REPORT NON COMPUANTAREAS AND RECONSTRUCT AS REQUIRED, FOR ADDITIONAL INFORMATION. REFER TO SHEET ADD EGRESS PLAN LEGEND EMERGENCY EXIT EGRESS NOTES' 1. TENANT SPACE CALCULATED PER GROUP "B" (BUSINESS; OCCUPANCY. U.N.O. ® TRAVEL DISTANCE 2., CONFERENCE& BREAK ROOMS LESS THAN 750 S.F. ARE CALCULATED AS GROUP PE OCCUPANCIES. ( p�Yt�Bib COMMON PATH Of TRAVEL DISTANCE 3. PROVIDE ADDITIONAL EXTINGUISHERS AS REQUIRED TO COMPLY WITH2010 OTC TBL 90111. �•./ % ROOMNUMBER ROOM GROSS SQUARE FEE. U.N.O. TOTAL ROOM OCCUPANCY OCCUPANT LOAD FACTOR CODE INFORMATION Ilk ip JURISDICTION:qiY OF DIAMOND OAR APPLICABLE CODES BUILDING CODE: 2010 CBC yqLwo'^ STRUCNRALCODE: 2010 CBC LU MECHANICAL CODE 201OCMC ane 1p D %/ yam' PLUMBINGCODE 2010CPC Ul ELECTRICAL CODE: 2010 CEO "i ll FRE CODE: 2010 CFC ACCYi61BILIIYCODE 2010 CBC 8ADA 11AIEBTEDIPON 1 �f _ L — _ --� RWII1iH11RRral 4 " I { ®® � �� _ - io e3iaz PROJECT DATA 1 f 1 2 L J USE EXISTING RETAIL BANKING CENTER 72' LQ-i occuPAwcr cLASIHc,Anarv: aeuswES3 GROUP EXIT ❑❑ ,`) OCCUPANCTLOAO: 6 -O OCCUPANCY LOAD FACTOR PER CLASSIFICATTON 1 W GROSS SF BUILDING AREA IGROSSI 61000S.F. J L Mn E: TYPEII,I-JIII OCCUPANT LOAD ISF/1W1 60 TOTALOCCUPANTS 0 CONSTRUCTION TYPE V-B 1 _. SPRINKLERED NO V II Z 2E $ ❑ ❑� ? ❑F17 rr ❑❑ ❑❑❑ d •kBUILDING ELEMENT- FIRE REISTANCE RATNG:AILOWABIE/REfl'O PROVIDED W L — J STRUCTURAL FRAME/z ZONCLUDING COLUMNS, GIRDERS. TRUSSSES 0 0 Q /fllU A - 'tY ® BEARING WALL CIO LL VZ Q * EXTERIOR 0INJ 00 1 C /\ NEn INTERIOR P J_ lJ NONTEIOR WALLS AND PARTITIONS a LL EXTERIOR 0 V' NONOEARING WALLS AND PARTITIONS w Z Z INTERIOR a i i� N Q LU O EGRESS PLAN BCME !1 FLOOR CONSTRUCTION v) LL 1�mP-0' L INCLUDING SUPPORTING BEAMS& JOISTS 0 (I� Z Z ROOF CONSTRUCTION vZ LU O O INCLUDING SUPPORTING BEAMS A JOISTS a 2 Z( O �l ^fp ^ I BUILDING HEIGHTS AND AREAS: lA LL Q AREA 9.0005 f. w CANOPYAREA N/A X HEIGHTS W z z ,n. . . STORIES 2S10RIES ISTORY , ki � •rS � n r-. FEET 40' LFSi THAN AS EGRESS WIDTHS: U OTHER EGRESS COMPONENTS (OCCUPANTS 02) 17' 1CB" r 0MO SiNRS (OCCUPANTS rIl31 N/A WA ARCHITECT OF RECORD ,� 10 .p uD�+dv pO ^ ^ _ ' ,g § i 4••, FXFS AND EXIT ACCESS DOORWAYS: jjj r ✓' s's/t 0 Y A NUMBER OF EXITS 2 2 Nadel Studio One Inc COMMON PATH OF EGRESS TRAVEL(W/O SPRINKLERS{ 75{i' 6791 S050 PUIITBn SV6el EXIT ACCESS TRAVEL DISTANCE (MO SPRINKLERS) 2W-092''Y Gone Mesa, CA 92626 �1 DEAD ENDS CORRIDORS (W/O SPRMKLERSI 201L' WA T 714540.5000 qfl0 O�F. 714755,3013 PLUMBING CPC;' wWx.natlelarc wmDecuPANT LonO t6 OCCUPANTS-fEMALf533MALES6 WATER CLOSETS-MEN/WOMEN 1/1 112 Lq: a LAVATORIES-MEN/W 1/I /1 URINALS -MEN 0 0 II DRINKING FOUNTAIN OM N/A I ENGINEER OF RECORD EN 'Nora K PLUMBING PUBUS CALCULATED USING GAG t SE' 4-1, "OFFICE ORPUBLIC BWLDINGSFOR EMPLOYEE USE' - OCCUPAW LOAD IS.F. /'XN1 2.160 / 200= 63 (W/O PUBLIC AREA.3,SC S F.) 1z MALE & FEMALE OCCS. 11 12 = 6 EACH UPI MAZE FEMALE I: 1 15 1:1-I5 < ...ry ..n.g ,... pp...yy '1iS " - .. .... •.'. URINALS MALE LAVATORIES MAZE FEMALE SEAL PARKING STALL yy�� ,. •' ', q K' ut f,ew " Fc T k AR A f 19i2� YF (jR1pR ,yy {`j�,,n�Q �� �'a ' * t P; pp ��k!y�n:. 4 lz h .• TI 3 " li 1nUtlb'F�G' Y i N %. h e%P 1 • 6 h 0 'j)� n z " � i 222, i� 1 ISSUE DATE DESCRIPTION A 02-152)13 CONCOMMENR V y 0 R 4pq .1 Ilk # i dag• a }�,«p'h't� • f L I a i; i `q • PROJECT INFORMATION BLOCK ppIhf Ls ' ^=f{ W-IVM12 DRAWN BY: RV p �+ 4 L•.- !J CHECKED BY: C MODEL r 12.1 CPC y _1. jV1 {{ L OU k T "Ti O U e: SMEEi1TR£ (p REFERENCE SITE PLAN, EGRESS PLAN a �. & CODE SUMMARY F r'T NM 1? =U{•t /'' SHEET NUMBED a :•' SITE PLAN BGLLE mtl' 1 A08I NOTES: 1.ALL STROKES TO BE MIN. 3"WIDE HELD: ROYAL BLUE BORDER/SYMBOL: WHITE. 2 PROVIDETWO 121 COATS OFREFLECPVE PAINT. LET DRY BETWEEN COATS, 3, LOCATE SYMBOL IN FRONT OF PARKING STALL, VISIBLE TO TRAFFIC OFFICER and CENTERED AS SHOWN ON Sim PLAN. 4, HANDICAP SYMBOL TO COMPLY W/ CURRENT STATE LOCAL PUBLIC AGENCY, ETC., REQUIREMENTS IUNO. � SUCH W/FRONT OF&FALL FOR REFERENCE ONLY ACCESSIBLE PARKING I ZI,ON 15I MARK Ouse � AI,wVII U]mBY { Y NOW nabl CUME HIS POOL VI PmX k� E100 MXDE MNOE now FIG 1) PROTRUDING ODJECTS R11 O Mm.�ELow TM`PrcRFSRIiaDn si�i AGal MREExm Few xMMT ❑A TRANSITION BETWEEN FLOOR FINISHES s* � .. 2 n, THRESHOLD / © Li CHANGES MOUNT I. I n�MMMix�u Nemr W1M w^ MsxIMUM wxnw a �.FswERva TewxivMLWEIMMOEswERile WEPMC6L]WaCMN(i. ]. XI'MAMIYVMVEPnGL1flETwwOE. THRESHOLD LEVEL CHANGES H "� 5 I'6"%1'0'% 080 ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH ACCESSIBILITY SYMBOL. BOLT TO STEEL TUBE WITH 3/9' CADMIUM PLATED BOLTS, NUTS AND WASHERS. 'MINIMUM FINETERS TOI BE PNG X 1' 0"% OBp ALUMINUM, 'MINIMUM PHIGH \ . p 2" DIAMETER STEEL PIPE, EXTEND 4 INTO PONE FILLED DPA GPE2'-0 rl y m PROVIDE WELDED WATER TOLD \IlpT.'dll N E r CqP. PRIME AND PAINT: WHITE. 6" DIAMETER STANDARD STEEL PIPE FILLED WITH CONCRETE, PRIME AND PAINT: ROYAL BLUE. CONT TACK COAT PAVIN TO CONCRETE PERIMETER. _ A.G. PAVING. CONCRETE FOOT INC. NOTE: 1. "ACCE5510LE PARKING"AGR FLONALSIGNS ,'•• ^ TO CONFORM TO CURRENT LOCAL, FATE Coon AND REGULATIONS'' 2. BOTTOM OF SIGN /SIGNS SHALL BE 08' ABOVE FINISH SURFACE. . 1.6 DIA. FOR REFERENCE ONLY ACCESSIBLE PARKING SIGN AND PIPE "I 42 -Tm Ir I I N 5 J O HIGH FORWARD REACH LIMIT I G -J E "END a I. %BXPLLBE•SIXgRE.ZAMNLBE.x Z W4H P.a.MIXpI®.MdYWULLBEeewOXEyMWMVM. M19'MrowIMCXEA:Rf»TpNIrF 41XCME0 WYIMVM. © MAYJMUM FORWARD REACH OVER AN OBSTRUCTION i ©CLFPA fLWROPACF HIGH AND LOW PARALIELAPPlOPLH F21 BIDE REACH LIMITS N' s� k E] MAAMUMSIDEREACHOVERMOBJECT REACH DETAILS AND NOTES SCALE 4 MS 141 v mmA j t-FEXIT F[ TO ROUTE EXIT NMNu � EXIT EXIT STAIRS STARS UP DOWN �iwLn � �� RwuIT I EXIT 1 F EXIT RAMP RAMP UP DOWN ww J �R�H � TYIEZAL_5161 NOTES: I. FOR HANDICAP CURB RAMP / LANDING / SIDEWALK / GROOVE BORDER AND FINISH, MATCH EXISTING CONDITIONS. 2. SURFACE SLOPES OF PARKING SPACES SHALL NOT UCEED I /4PER FOOT IN ANY DIRECTION. 3, PAINT IT'HIGH, I"WIDE STENCIL IL LETTER TO READ NG PARKING' WITH TWO 12I COATS OF HIGHWAY WHITE PAINT, COORDINATE C-- RAMP LOCATION 50 TO" 6x0' W/BUILDING MI MAX. MA%, PUNS -TYE, 4"WIDE WHEEL BUMPER, PAINTED g. ASOCCURS. BLUE STRIPES. A1Y. (2 COATS(. - 4"WIDE 9'0' 9'AY PAINTED WHITE STRIPES. Mlft MIN. — --I 12COATSL ---� SLUESTRIPES AS OCCURS. JAL L_ L J 5, 0' HANDICAP STALL AS OCCURS, EDIT REFERENCE ONLY ACCESSIBLE PARKING BILE I13I re"-1•-0, w R6Rwko OKNMVM PWVluntlewvus Muafi 47 PASS SEA IS 9 KNOW ANN TON 6 LEMIV.INImpp NmulppUGlGll1PN'E mnwmMP11,R WIPNINTERIOR ❑A PLAN B❑ CORRIDOR PLAN ME BYOR IV ONOsm MMUMUOfA aTEDPOmPONDEsoEmrARD w w] b'MMIMV Ir MIX ZI n'P.EAR ighlwR V Y metldl ESEPERMITS. B ©ANYRAMPL DPLAING AT DOORWAY ❑D VESTIBULE PLAN OOOR NOTES: aE,wER.]Da MUASE EMU TOPREGICIT Gx Rwwu swxLITHE au RawuMEmFa DOBn. mPPaEmTIs wavEDTORGRN RI WIT3 W TMRNER.n URGLIry NOM WENT. NFLRNIPiµW.$E CLEAR DOOR SPACE 3 (BRAILLE) - s TYPICAL 12IMEMIONB NOTES: 1, FEES SIbN SHALL BE NBVMm ON THE MILLI AD.IACBRr TO THE LATCH SIDE OF THE ODOR, WERE THERE 15 NO FRALL SPACE ON TIE LATCH SIM,, IW.AMIN6 AT W'T.BLE LEAF OCORS, TIE 516N SHP1L P.,ACEp ON TIE NEAREST ADJACENT PWLL, PREf£RABLY ON THE RIGHT. 2. THE 516N SHALL Be IMAMIFU 60 RKHES ABOVE TE PINION FLNiR TO TIE CENTER LINE LP TIE SORT S. THE LOCATION OF SION SHALL M OEtERMI1ED SO THAT A PERSON MAY APPROACH WITHIN 5 RJLIffS OF EIGNAl "IITRUT BY.GVNTfaINb PROTWDIN6 L&IELTS OR STANDINS WTHIN 5iMl OF A COJR FOR REfERENCE ONLY TACTILE EGRESS SIGNS NTB 171 CONCRETE SIDEWALK MIN. 4' DEEP x FULL SLOPE MAX.2$. SEE WIDTH LEVELLANDING U PNS. h] OFRGU TOP OF RAMP C t, SIDE FLARES MAX O%SLOPE. MEDIUM BROOM CONC. FINISH CONCRETE RAMP: BOTTOM OF RAMP: WITH TRUNCATED DOME ME 16 CONCRETE FLUSH WITH SURFACE. RAMP SLOPE SHALL PAVING NOT EXCEED 8.33% f0R REFERENCE ONLY ACCESSIBLE CURB RAMP 1 ;/„_1,.D, 121 I MINIMUM�TM�M 9MWWSUARM ATWMepRM, eeN]x.]nI,]eI1EO Pu'aoRvmW xuL HARDWARE OPEHVIE AN M]IOE WRHnM Us OF rcFOR PECK WONFLOVEOR6WRT. CRANEMY PROVEMERGED LEVERTWE DEVICE( NOT +. MDUXT®wrolz. USA UMa6uu GMENT TO EN MTE EMROU OWP,] R MARCH a HOWUMN a u RaP<nxulai V. Me REFORM O RGrcNATE RUDER INNER IN DETAIL VICTOR PRRENGMTEDI Axawdw FMMEett RFw➢m m8m OuveF9wpeW 1M WmON EI N SiGEFM RITE MY FIX TN IN TOO GI WPAMM PNiONG MEP[YM EMI LWNTERRUPM1➢ wM eDTrDMMMEDDOn. O DETAIL IPPEOf De INPUTS MENOR4WpWOf ANOWN UN OUTIOUTON NO OIWEDI FWMXDATR IPN ININIXYI DOOR NP91E 2 0 0 a © OO I"%O O Q 0 O GROUT BfO. JONTCOLOR 23/0" DIS" a TO MATCH HITS. Top O LOP m RECESS LNG. PER FARM ]/B ` RECOMMENDATIONS. T BASE TYPICAL PLAN TYPICAL SECTION NOTE 1. DETECTABLE WARNING SHALL BE OF CONTRASTING COLOR WITH ADJACENT SURFACE LIGHT ON -DARK OR DARK -ON -LIGHT. MATERIAL SHALL BE INTEGRAL PART OF THE WALKING SURFACE 2. TRUNCATED DOMES TO BE "INTERLOCK SAN DIEGO" TACPLESTONE. CARLSBAD, CA L]f01EGA -5566 OR APPROVED EQUAL, FOR REFERENCE ONLY TRUNCATED DOMES SCALE — CA F 16 NOTEEN INTEFORATIONAL SYMBOL OF ACCESSH ILItY IB RECLUBED ON: L ACCESSIBLE ENTRANCE (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SICNAGE TO INDICATE THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE). FOR REFERENCE ONLY I ACCESSIBLE ENTRY SIGN 1 MTGF 11 N1 PAN 3MVTMEEl MM10XnkNq CIIRBgEPJWEMEXR. STORED ❑A STRAIG1fTRAMPRUN OF PLATFOPLATFO IH INTERMEDIATE SWRCV4BACK AM RAMPSECTION Ir NIRUR aMMCIA. wIMIGUI PrmN.aa TO) P+P1 NEW4R SIOEWNd DETAIL 'B1C II © GROVED WARNING TSW ' tlRNPB TIN. nRcu DEmcTA]I. WARRINI GUAM Mw D0. P nMAORIXo xMF£r D ° Q TRIP 1.W1MEMeE M°R � M .. WP 1'.Y9LWE M. wzm, W � 1 Ire m .. _ INTERMEDIATE In I'm a.RSPR y NRM I ARGOBRM. N P9MONM0 OEIECDHE - WNMIO awEoswa'P, "MAXeroE :'q 1 fOXwo Dm�iuL © RAMP WITH TURNING PLATFORM i'iouipi W XEDWUA F❑ CURB RAMP DETAILS uoGEGIFxas. mm"W`RP'"I NOT USED, SEE CILVIL PLANS RAMP DETAILS AND NOTES BALE j w Ul Z /^ v W Z 2 W Y O Q m d z m J U Q Z Z co /w^) NWN I f Q 0 Q Q ZLIJ �°2 UAW W~ W U ARCHITECT OF RECORD Nadel Studio One, Inc. - 3050 Pullman Street Costa Mesa, CA 92626 - T. 714.540.5000 F, 714.755.3013 WWW.nadelem.com = NODE ENGINEER OF RECORD SEAL e6D AR<x e. M,�,b +„+i A ♦ 19]11 # OFOAL]SOR'�e ISSUE DATE DESCRIPTION PROJECT INFORMATION BLOCK oM 12-102 DATE: p9-19-2012 DRAWN BY RV CHECKED BY: CL MODEL 12.1-CPC SHEET MILE ACCESSIBILITY & SITE REFERENCE DETAILS SHEETNUMBER A0.2 0 MIN. CLEAR 59"MIN.CLEAR ROORSPACEAT FLOOR SPACE AT FLOOR -MOUNTED W.C. _ FLOOR-MOUNMW.0. St MIN. 56"MIN. CIEAR 56"MIN. CLEAR CLEAR FLOOR FLOOR SPACE AT FLOOR SPACE AT SPACE WALL -MOUNTED W.C. WALLMOUNTEO W C, r L i- CLEAR ROOK SPACE CLEAR FLOOR SPACE 7/77 Z p w i O .. Z 00 CLEAR BOOR SPACE 2LLa 4"a ��H 6p' SPACE �Uw MMMIN. CLEAR $ w S IN OVERHATCH O SPACEO U MANEUVERING PORTION F HATCHED SIDE DOOR SPACE MANEUVERING RI `IEEE` MANEUVERMG SPACE AS A MAN:NU.CLEARERING / MANEUAlh SPACE (d) CLEARANCES AT WATER CLOSET (b) CLEARANCES AT WATER CLOSET (a) CLEARANCES AT WATER CLOSET IN COMPARTMENT WITH OUT -SWINGING IN COMPARTMENT WITH OUT -SWINGING SIDE -OPENING DOOR END -OPENING DOOR BY MIN. CLEAR 59" MIN. CLEAR ROOK SPACE AT FLOOR SPACE AT 36"MIN 36"MIN. FLOOR MOUNTED W.C, _ FLOOR -MOUNTED W.C. X- WHEN WIGS IN MIN. CLEARWHEN DOOR 5OORSAE) SWINGS IN LOORSPACEA SWINGSIN FLOOR MOUNTED FLOORSPACET WALL -MOUNTED W C. T WALL -MOUNTED W.C, CLEAR FLOOR SPACE 8 CLEAR FLOOR SPACE FWi f's ODORPERMITTED HATCHED E PORTIOTO N OVER HATCHED PORTION OF MANEUVERING SPACE MM !p'MANfUVERIkG 4e"MANEUVERING SPACE AT SPACEATENDDOOR SIDE DOOR (e) CLEARANCES AT WATER CLOSET (c) CLEARANCES AT WATER CLOSET IN COMPARTMENT WITH IN -SWINGING IN COMPARTMENT WITH IN -SWINGING SIDE -OPENING DOOR END -OPENING DOOR CLEARANCES AT WATER CLOSETS / 54"MIN. \ IT'Mm 24 NOTE', - I � v S.C. TO VERIFY HEIGHT OF ALL OPERA PARTS FOR EXISTING RESTROOM FIXTURES AS A MAXMUM OF 40"AF F. AMID MODIFY/RE-INSTALL THE ACCESSORIES WHERE REQUIRED TO MEETACCEe510LE REQUIREMENTS. REFER TO WA03 FOR AOD'L, INFO. LAVATORY SiEo 9 L 32 FRAME & ,ARE MIN. CLR. —T-1--- s /I —•f I I 1 JANITOR i i SH L ROOM OOd SHALL REMAIN LOON [_' L_: DURING eusm_Ess Hg iC Bz MIN. CUR. CLEARANCES AT WATER CLOSETS Eun„n„ 14 ° 2..0• 1,-69 Y k" 4 l4 1 6 6 6 y O 16 IB SIR— Nc. O ElS ®e eli PL T'-9" 14 l" TO " T MAXIMUM HEIGHT 15" TO ¢ MIN. E TOILET FOR OPERABLE OF PARTS AND BOTTOM BOTTOM OF OUTLET MIRRORS O CACCESSIBLE41DR0LL"AMNA -FLUSH F.O D�RTOILET EN� DAL II PAPER TOWEL DISPENSER Ib WALL SWITCH O URINAL ODREEN ACCESSIBLE) I2 PAPER TTOWELDDIgpENSER 4 M1 CONVENIENCE OUTLET O 40"xl IR"DIA. GRAB BAR PE O NOT USED O Ill- PIA GRAB ISWASTE RECEPTACLE I0. DIAPER C4Ak3IN5 STATION BARACCEEMTER O4 TOILET PARTITION ()C1.5ET-FLUSH"CONTROL ON 14 MIRROR WITH FRAME MEN: TOILET PAPER 4 SEAT WIDE SIDE OF STALL COVERS O (IgCE59ED AC ACCESSIBLE) O DISPENSER R SMANITARRY S 15 SOAP DISPENSER NOTE. VERIFY ALL MOUNTING HEICF4116 WITH MANUFACTURER ALL DIMENSIONS PM TOILET ROOM ACCESSORIES ARE TO ROUGH OPENING. TYPICAL ACCESSIBLE CLEARANCES S°A`E 2 FOR ADDITIONAL CONFEDERATIONS, REEFER TO N/ ML w Ln U ��Z Lff�� / LL1 Z 2E W ZZ0 W a Z Q W J 2 E �Q Q a- LL (n 0�Qoo Z UJ U �w o W ~ Z W U lei Studlo One. IF D Pullman Street �B Mesa, CA 92626 714.540.5000 714755,3013 oAvAnacelarc MY AOnOM OF MIAROR Z 9 6 6 LJi■■ AISTUD NA NDICAPKNENODE INSULAT D DRACF MSULATED GRALAVATORY SUPPORT W/ - EN15CONCEgLfD ARMS.ENGINEER OF RECORD WALL NOTES: I. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM FLOOR TO BOTTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EMENDING A MIN. OF 30" IN WIDTH WITH S" MIN, DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN 9" AFF. AND MIN. M' DEEP FROM FRONT OF LAVATORIES. OD LAVATORY DETAIL SCALE: 1 /2" = 11-011 CLEAR SPACE. O SINGLE ACCOMMODATION TOILET SCALE: 1/2 01 = 1'-011 O SCALE: 1 /211= 11-01, TOILET ROOMS) AOGE550RIE5 (DACCESSIBLE URINAL -FLUSH CONTROL m K AM" O NOT USED O3 NOT USED O4 NOT USED © MEN. TOILET PAPER 4 SEAT COVER DISPENSER(RECESBED R ACCESSIBLE) O WOMEN: TOILET PAPER SEAT COVER DISPENSER 4 SN. DIfiPOBAL (RECESSED a ACCESSIBLE) O 1 N" DIA x 48" GRAB BAR 0+33" AFF. O I IR" CIA x 36" GRAB BAR 0•33" PUFF. O9 ACCESSIBLE WATER CLOSET -FLUSH CONTROL ON WIDE SIDE OF STALL O SANITARY NAF4CIN/TAMPON DISPENSER NOT USED n] PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE BELOW 3 NOT USED 14 MIRROR WITH FRAME 16 SOAF 0I5PENBER 16 SOAP DI61^BMI (LAVATORY MOUNTED) NOT USED D NOT USED 19 NOT USED u O TYPICAL MULTIPLE ACCOMMODATION TOILET SCALE: 1 /4" = V-0" ©0 ACCE861BLE CGMPARIMENT DOOR: A. THE STALL DOOR IS EMIFFED WITH AN AUTOI'IATIC CLOSPY DEVICE. b. THE AUTOMATIC DOOR OLOSIMi DEVICE 15 ADJUSTED BO THAT FROM AN OPEN POSITION OF 10-0E3541 THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH. MEABURED TO THE LEADING EDGE OF THE DOOR c. TFE DOOR OPENING HARDWARE IS ENTERED BETWEEN SO" AND 44" ABOVE FINISH FLOOR d. THE LATCH TO THE ACCESSIBLE COMPARTMENT DOOR 16 FLIP -OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. m. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR IS EQUIPPED WITH THE LOOP OR U-SHAPED HANDLE LOCATED IMMEDIATELY BELOW THE LATCH. F. THE MAXIMUM PRESSURE TO OPERATE THE DOOR DOES NOT EXCEED 5 LOP, y. F THE COMPARMENT HAS AN END-OPENINGT DOOR (FACING THE WATER CLOSET), THE STALL DOOR PROVIDED A MINIMUM CLEAR OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN AWaLE OF A0-DEGREES FROM ITS CLOSED POSITION F. IF THE COMPARTMENT HAS A SIDE -OPENING DOOR THE STALL DOOR PROVIDES A MINIMUM CLEAR OPENING WIDTH OF 34" WITH THE DOOR POBITIQNEO AT AN MIGLE OF 90-DEGREES FROM ITS CLOSED POSITION J. THE CCElf'ARTMPNT STALL DOOR DOES NOT SWING INTO THE CLEAR FLOOR &PACE REQUIRED FOR ANY FIXTURE. DOORS MAY SWAY IN THE PORTION OF MANEUVERMG SPACE WHICH DOES NOT OVERLAP THE FIX7140I REQUIRED CLEAR FLOOR SPACE, NOTES: I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING RE9TROOHlB) CONDITIONS AND UPGRADING RESTROO'I(S) AS REQUIRED FOR ACCESSIBLE CODE CAMI IANCE. GENERAL CONTRACTOR SHALL MEASURE ALL DIMENSIONS FOR EXISTING RESTNI FLUMBING FIXTURES AND P£STROOI ACCESSORIES, VERIFY WITH REQUIRED DIMENSIONS AS INDICATED ON THIS SHEET, AND REPLAE. REINSTALL OR MODIFY EXISTING CONDITION5 AS REQUIRED. 2. INFORMATION SHOWN ON ONE BIDE OF TOILET BHA" BE APPLIED TO OTHER SIDE OF TOILET. TYPICAL UNLESS NOTED OTHERWISE. 3. FSE ER TO PLUMBING DRAWINGS FOR EXACT PLUMBING LAYOUT, FIXTURE 6MG6. AND ADDITIONAL INFORMATION. 4, TOILET FLOOR SHALL HAVE SLOPE TI% MN. AND 2% MAXJ TO FLOOR DRAIN AS SHOWN ON TOILET PLAN. 5, DOOR SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTE E. 6. ALL DOORS, FIXTURES AND CONTROLS SHALL BE ON M ACCESSIBLE ROUTE 1, EXCEPT AT DOORS, THE MINIMUM CLEAR WIDTH OF ACCESSIBLE RDUT IB) IS 36 INCHES. 8, TOILET ROOM FLOORS HAVE A STABLE, FIRM AND SE-FLAESISTANT SURFACE TYPICAL RESTROOM PLANS si 1 12.1-CPC SHEFTTIFLE RESTROOM ACCESSIBILITY REFERENCE DETAILS SHOW NUMBER A003 DEMO PLAN KEYNOTE SCHEDULE Dl EXISTING FURNITURE B PARTITIONS (INCLUDING ANY ASSOCIATED ELECTRICAL) TO BE REMOVED AND/OR RELOCATED. 132 EXISTING TILE TO BE REMOVED: REFER TO SHEET AI.2 FOR ADDITIONAL INFORMATION D3 EXISTING CARPET TO BE REMOVED. - REFER TO SHEET AL2 FOR ADDITIONAL INFORMATION D4 NOT USED D.5 WALL TO RE REMOVED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. DES NOT USED Dl NOT USED D0 EXISTING FURNITURE TO RB REMOVED. D9 SAW CUT EXISTING CONCRETESLAB AS REQUIRED FOR NEW POWER, DATA, TEL. AND PLUMBING DOGNL REFER TO ELECTRICAL AND PLUNBING DRAWINGS FOR COMPLETE INFORMATION. PROVIDE NEW CONCRETE SLAB ON GRADE AFTER INSTALLATION OF UNDERGROUND UTILITIES AS REQUIRED TO MATCH ADJACENT EXISTING. DID EXISTING RESTROOM DOOR, FRAAEE AND ADJACENT WALL TO BE REMOVED AND REINSTALLED, REFER TO Al.1 FOR ADDITIONAL INFORMATION. D11 EXISTING RESTROOM DOOR TO BE REMOVED. REPAIR EXISTING DOOR FRAME AS REQUIRED AND PAINT TO MATCH ADJACENT SURFACE. WORKROOM IW � I I Y, P Lel DI ( 1 I IN DEMOLITION FLOOR PLAN I J l 1 GENERAL NOTES: I. ALL WORK, MATERIALS, METHODS, FC, SHALL CONFORM TO APPLICABLE LAWS, ALL GOVERNING BUILDING CODER. ORDINANCES, REGULATIONS AND AGENCIES. 2, THE CONTRACTOR SHALL SUPERVISE AND OBJECTIFY WORK, URNGLHE CONTACIOR'S BEST SKILL AND ATTENTION. TIECONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE 15 SPKIFIED BY THE OWNER OR. CONTRACT DOCUMENTS( AND PROCEDURES, AND FOR COOROINATNG ALL PORTIONS OF THE WORK. B, PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK. HEIGHT AND BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL GOVERNING AGENCIES. 9, PROVIDE A TEMPORARY DUST PARTITION TO PREVENT DUST AND DESIRE FROM SETTLING ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED, REVIEWED AND APPROVED BY THE TENANT REPRESENTATIVE E. THIS PLAN SHOWS GENERAL DEVOLUTION WORK TO BE PERFORMED AND DOES NOT RELIEVE "HE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON LIFE REMAINING CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONDUCT ON SEE VISIT TO VERIFY INVENTORY AND IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON CONTRACT DOCUMS'IS PRIOR TO BIDDING. a. FOR DEMOLITION WORK AS A RESULT OF SITE MODIFICATIONS, REFER TO THE SUE PUN ON SHEET SDI 0. IN, FOR DEMOLITION WORK TO EXISTING INTERIOR WALLS AND FLOOR COVERING REMOVAL ON SHM DIH. c. FOR DEMOLITION WORK OF EXISTING EXTERIOR BUILDING SURFACES, REFER TO THE EXTERIOR ELEVATIONS ON SHEET qH, M 2 & SOLO. d. FOR DEMOLITION WORK AS A RESULT OF ROOF MODIRCATIONS, REFER TO THE ROOF PUN ON SHEET AS. e. FOR CEILING FINISH REMOVAL AND SUSPENDED WALL MODIFICATIONS, REFER TO THE REFLECTED CEILING PLANS ON SHEET DI-2. I. FOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES, REFERTO SHEET DI.1, AND ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS. g, FOR EXTENT OF DEMOLITION WORK FOR LIGHTING AND ELECTRICAL, REFER i0 ELECTRICAL DRAWINGS. h. FOR EXTENT OF DEMOLITION WORK FOR HOODS, EXHAUST, VENTILATION, DID, REFER i0 MECHANICAL DRAWINGS. I. FOR EXTENT OF DEMOLITION WORK FOR WATER, GAS, DRAINS EC.. REFER TO PLUMBING DRAWINGS. R. FOR EXTENT OF DEMO WORK TO LOAD BEARING CONDITIONS, REFER TO STRUCTURAL DRAWINGS 6. CONTRACTOR SHALL PROTECT ALL EXISTING AND TO REMAIN CONSTRUCTION SHOWN FROM DAMAGE DURING DEMOLITION, FOR THE EXTENT OFIHE DEMOLITION AND MODIFICATION. PATCH AND REPAIR ALL ACCIDENTALLY DAMAGED ITEMS AS REQUIRED, J. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRISED IN THE CONSTRUCTION DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND 15 TFE SOLE RESPONSIBILITY OF THE CONTRACTOR, IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING, THEN R 15 THE SOLE RESPONSAILIETY OF THE CONTRACTOR WILL PROVIDE THIS WORK AS A PART OF THE BASE CONTRACT. B, ASBESTOS REMOVAL (IF ANY) IS A PART OF THE BASE CONTRACT. 9. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE TENANT AND ARCHITECT BEFORE PROCEEDING. 10. EQUIPMENT ITEMS TO BE REMOVED OR THE REMAINING ON THE CONTRACT DOCUMENTS SHALL REMAIN PROPERTY OF THEYENANT. THE CONTRACTOR SHALL PLACE THE EQUIPMENT IN STORAGE OR DISPOSE OF AS DIRECTED BY THE TENANT. WASTE MATERIALS SHALL BE DEPOSED OF IN AN APPROVED MANNER (CONSULT CITOCOUNTY AS REQUIRED). IL FOR PROSPECTIVE TENANT SALVAGE ITEMS REffS TO MECHANICAL ELECTRICAL, REFRIGERATION AND HVAC DRAWINGS AND CONSULT TENANT REPRESENTATIVE. 12 CONTRACTOR SAVAGE ITEMS SHALL BE DISPOSED Of PROPERLY OFF SUE AND IN AN EXPEDITIOUS MANNER, 13. FOR EXTENT OF DEMOLITION,CUTTING, AND REMOVAL TO EXISTING CONCRETE CURBS AND SLAB ALSO REFER TO STRUCTURAL DRAWINGS 14. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING REMAINING SURROUNDING SURFACES AS REQUIRED TO MATCH NEW/OR EXISTING WORK. NEW FLOOR SLABS TO BE FLUSH AN] LEVEL. 15, SEAL ALL EXISTING CRACKS AT WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR AREA, VERIFY THE SCOPE OF WORK PRIOR TO BIDDING, 16, ALL TRENCHES TO BE POURED WITH NEW CONCRETE AND FINISHED FLUSH AND LEVEL WITH EXISTING SURFACE. DOWELS TO BE MINIMUM aLONG AND AT 2C O.C., U.N.O. REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. 17. WHERE ANY PLUMBING MECHANICAL REFRIGERATION OR ELECTRICAL ITEMS, THIS, FUTURES, ETC., HAVE BEEN REMOVED, PLUG AND CAP PIPES. CONOURS, LINES, CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS ETC., PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS REQUIRED. 18, FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF EXISTING DOOR: DOOR HARDWARE, DOOR FRAME REFER TO DOOR SCHEDULE ON SHEET ARE. DEMO NOTES FOR EXTENT FOR DEMOLITION WORK TO WALL FINISHES, TO ACCOMMODATE WALL MODIFICATIONS PROVIDE THE FOLLOWING DEMOLITION AS PART OFTHE BASE CONTRACT: u. STRIP EXISTING WANTS, SUSPENDED WALLS, STOREFRONT AND SOFFITS OF FINISHES, TRIM, AND SUBSTRATE b, If THE GYPSUM BOARD IS DAMAGED, REMOVE DAMAGED GYPSUM BOARD TO EXPOSED STUDS AND REPLACE WITH NEW GYPSUM BOARD, c. PREPARE GYPSUM BOARD SURFACES TO RECEIVE NEW FINISH ITEMS. LEGEND EXISTING WALL OR PARTITION TO REMAIN. _____ EXISTING WALL OR PART91ON TO BE REMOVED. r , EXISTING FIXTRE, EQUIPMENT OR MILLWORK TO BE REMOVED. L__—J Ill w Ln U Z /� `/ W Z 2i W Y O Zo Q mo zQ m J tY U Of L/�U/ Z Z CO �' ///��■ LU LL Q z Q (DWOO = Q UU)O� C) XW W Z W U ARCHRECF OF RECORD Nadel Studio One, Inc. 3050 Pullman Street Caeca Mesa, CA 92625 T. 714.540.5000 F. 714.7553013 _ www.madelem.com NODE ENGINEER OF RECORD SEAL ISSUE DATE DESCRIPTION A O3-IS2OI0 CIIYCOMMENTS PROJECT INFORMATION BLOCK JOB 2-I DATE W-19-2 DRAWN BY: RV RV CHECKED BY: CL MODEL 12.1-CPC SHEETTIRE DEMOLITION FLOOR PLAN SHEET NUMBER DI el DEMO PLAN KEYNOTE SCHEDULE D1 CEILING SYSTEM TO BE REMOVED: D2 EXISTING LIGHT FIXTURE TO REMAIN. D3 EXISTING NVAC GRILL TO REMAIN. REFER TO MECH DRAWINGS FOR COMPLETE INFORMATION GENERAL NOTES: I. ALL WORK,MATERIALS, METHODS ETC. SHALL CONFORM TO APPLICABLE LAWS, ALL GOVERNING BELONG CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTACTOR BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONROE OVER CONSTRUCTION MEANS, METHODS; TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OF THE WORK. 3. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOMON AND CONSTRUCTION WORK. HEIGHT AND BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL GOVERNING AGENCIES. 4. PROVIDE A TEMPORARY DUST PART➢ON TO PREVENT DUST AND DESIRE FROM SETTLING ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED, REVIEWED AND APPROVED BY THE TENANT REPRESENTATIVE. S. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONDUCT ONSITEVISIT TO VERIFY INVENTORY AND IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON CONTRACT DOCUMENTS PRIOR TO BIDDING. �I Mr FOR DEMOLITION WORK AS A RESULT OF SIZE MODIFICATIONS, REFER TO THE SITE PLAN ON SHEET SDI A, b. FOR DEMOLITION WORK TO EXITING INTERIOR WALLS AND FLOOR COVERING REMOVAL, ON SHEET D1,1. C. FOR DEMOLITION WORK OF EXISTING EXTERIOR BUILDING SURFACES REFER TO THE EXTERIOR ELEVATIONS ON SHEET A41. A4-2 S SELL. d. FOR DEMOLITION WORK AS A RESULT OF ROOF MODIFICATIONS, REFER TO THE ROOF PLAN ON SHEET Al e. FOR CEILING FINISH REMOVAL AND SUSPENDED WALL MODIFICATIONS, REFER TO THE REELECTED CEILING PLANS ON SHEET D I-2. „ 1 L FOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES. REFER TO SHEET D I-1. (n w AND ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS. `/ C D. FOR EXTENT OF DEMOLITION WORK FOR LIGHTING AND ELECTRICAL, REFER Z TO ELECTRICAL DRAWINGS. h.FOR EXTENT OF DEMOUTION WORK FOR HOODS, EXHAUST VEN➢L)TON, \ / Y ETC., REFER TO MECHANICAL DRAWINGS. vi \ LO 1. FOR EXTENT OF DEMOLITION WORK FOR WATER, GAS.. DRAINS, ETC., PETER TO PLUMBING DRAWINGS. IF FOR EXTENT Cf DEMO WORK TO LOAD BEARING CONDITIONS, REFER TO O STRUCTURAL DRAWINGS r 6. CONTRACTOR SHALL PROTECT ALL EMITTING AND TO REMAIN CONSTRUCTION m ^ SHOWN FROM DAMAGE DURING DEMOUTION. FOR THE EXTENT OF THE L.L DEMOLITION AND MODIFICATION. PATCH AND REPAIR ALL ACCIDENTALLY 00 J fy C / 1 DAMAGED ITEMS AS REQUIRED.. 1. SHORINGOFSTRUCTURALFOUNDATONS STRUCTURES.AND/ORTRENCHING a /LL y REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION W UA < DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE in Of THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A 111 LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING, THEN IT S THE SOLE RESPONSIBILITY OFIHECONTRACTOR WILL PROVIDE THIS WORK AS A PART OF ME BASE CONTRACT G/1 0. ASBESTOS REMOVAL (IF ANY)IS A PART OF THE BASE CONTRACT. \ LU (OS� CO 9. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION AND CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE y Q TENANT AND ARCHITECT BEFORE PROCEEDING. U Q 10. EQUIPMENT I TO BE REMOVED OR THE REMAINING ON THE CONTRACT VJ DOCUMENTS SHALL REMAIN PROPERTY OF THE TENANT. THE CONTRACTOR SHALL LIJ PLACE THE EQUIPMENT IN STORAGE OR DEPOSE OF AS DIRECTED BY THE TENANT, WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVED MANNER(CONSULT CIT)/COUNTY AS REQUIRED), LIJ J II, FOR PROSPECTIVE TENANT SALVAGE ITEMS REFER TO MECHANICAL. ELECTRICAL, 1111 REFRIGERATON AND NVAC DRAWINGS AND CONSULT TENANT REPRESENTATIVE. L 12, CONTRACTOR SAVAGEII SHALL BE DISPOSED OF PROPERLY OFF 511EANDIN AN EXPEDIROUS MANNER. 13, FOR EXTENT OF DEMOLITION,CUTTING, AND REMOVAL TO EXISTING CONCRETE CUM AND STAB ALSO REFER TO STRUCTURAL DRAWINGS. 14. CONTRACTOR SHALL PATCH AND REPAIR ALL EXI$IING REMAINING SURROUNDING SURFACES AS REQUIRED TO MATCH NEW/CR EXISTING WORK. NEW FLOOR SLABS TO BE FLUSH AND LEVEL. 15, SEAL ALL EXISTING CRACKS AL WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR. AREA, VERIFY THE SCOPE OF WORK PRIOR TO BIDDING. 16, ALL TRENCHES TO BE POURED WITH NEW CONCRETE AND FINISHED RASH AND LEVEL WITH EXISTING SURFACE. DOWELS TO BE MINIMUM BELONG AND AT NA O.C, U.N.O. REFER TO STRUCTURAL DRAWINGS FOR COMPLOT INFORMATION. 17. WHERE ANY PLUMBING.MECHANICAL, REFRIGERATION CR ELECTRICAL UEMS,ONES. FIXTURES. ETC., HAVE BEEN REMOVED, PLUG AND CAP PIPES, CONDUITS, LINES. CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS. ETC., PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS RESUME. IB. FOR EXTENT OF RELOCATION AND/OR REPUCEMEMOF EXISTING DOOR, DOOR HARDWARE, DOOR FRAME REFER TO DOOR SCHEDULE ON SHEET A8.0. LEGEND EXLSTNGWALL OR PAR➢TON TO REMAIN. _ EXISTINGWALLORPARTIONITOBEREMOVED. EXISTING FIXTURE, EQUIPMENT & MILLWORK TO BE REMOVED. ARCHITECT OF RECORD Nadel Studio One, Inc. 3050 Pullman Street _ Costa Mesa, CA 9282E _ T. 714.540.5000 F. 714,755,3013 www.Tedelaln.00m NODE ENGINEER OF RECORD IISSUE I DATE I DESCRIPTION 1 12.1-CPC DEMOLITION CEILING PLAN D 1.2 PLAN KEYNOTE SCHEDULE PT RECESSED FLOORCLOSER: PROVIDE BLOCK OUT IN SLAB FOR CONCEALED DOOR CLOSER, REFER TO HARDWARE SCHEDULE P2 LINE OF SOFFIT ABOVE P3 FULL HEIGHT WALL. PC PARTIAL. EIGHT WALL PS GLASS 3 MILLWORK PARTITIONS BY G.C. PROVIDE STUD FRAMED WALL ABOVE UPTO 10'S" A F.F,. "E It EO ELEVATION 3/AS.2 FOR ADDITIONAL INFORMATION. PB NEW DOOR Y GLASS PANEL. SEE DOOR 3 HARDWARE SCHEDULE A2.1 FOR INFORMATION %EMING PLUMBING FIXTURES TORE REPLACED. SEE DRAW P RG PROVIDE TACTILE E EXIT SIGN ETODTG . VTS ADDITIONAL INFORMATION. GENERAL NOTES: 1, REFER TO SHEET ALE GENERAL NOTES FOR DIMENSIONAL INFORMATION. 2 EXTERIOR WALLS ARE EXISTING. PATCH AND REPAIR TO UKE NEW CONDITION AS REQUIRED DUE TO WORK. 0. INTERIOR WALLS SHALL BE OF METAL FRAME CONSTRUCTION PER STRUCTURAL DRAWINGS, U.N.O. 4. INTERIOR PARTITIONS ARE 5" WIDE (NOMINAL DIMENSION) ACTUAL DIMENSION IS SUGHTLY SMALLER, UI & PROVIDE FIRE BLOCKING AS REQUIRED PER CBC SECTION 717.2 6. FURHOUT STRUCTURAL MEMBERS AND WALLS AS REQUIRED TO CREATE FLUSH SURFACE FOR FINISH INSTALLAEON ABBREVIATIONS: F.os. FACE OF STUD SYMBOL LEGEND OA PICHURONTASSEMOLY SYMBOL - REFER TO e Az I IOTA DOOR SYMBOL - REFER TO e. M1 NEW WALL EXISTING BULLET RESISTANT GLASS NEW BULLUIS BISTANTGIASS NEW PARTIAL HIGHT WALL TO MATCH ADJACENT EXISTING WALL IN H53HT. WAL WX. NO `TALSLLINTERIOR WALLS ARETO RE WALLTYPE < WJ J,N.O. FLO SYMBOL UER TO fX NOIOE',RALLFLOORS ARERiO BE ROOK TYPE FA UN.¢. \ 1 MA Eml w CCURRILRY NOIEC -- - Jl, ` w Te Im T�2 REEN DEVICES SHALL BE POSRIONED SOIHET ARE READILY AU11 EAND USABLE BY A PERSON USING A WHEEICHAIR WMAN Al M w _ VAULT APPROXIMATE EYE IEVELOFIS'AFfi DD RLAUYMOUNTMSCREENS➢PPONOMORETMNA �A 13"MXi' wEEBaE M � '\\ ` EES AWAY VIEWER, THE CENTUME Of SCREEN AND T= la iE M00 MALLREELOCATED52 MAXIMUM AF.F, N OHICS56HALLBFLCCA1m 5R x ANDw NDSOURRYm EROMV EWLOCATM NTEMAENMU SCREEN ANOSCREENNSNAN BEwLATEDU MAumuMAFF i' 'y aUNTED AOMALLYM YEAR MEOR6BETWIEENWANp N'DEGRFFS -t fSIRUCNRN AEgUIREMFNI /WU' AWAY fROM VIEWERTHEEENIEALIAS UMAEENAND _ ' --�� rtrJ >s SCREEN DEVICS6HALLBELOCAIED3C MNIMUM A.f.E 1` SEEEI.I ROR PLAN FDA TBIeRuneT A �" L ^� R el —�— A—�—J a^MINb'1 AND REFERENCM DETAILS M 1 T L t it I IMUI, Lj S_1Lj I --- - 4 I 14 I —.. LOW (� PARWM Al I 7 I sEEsI.I FEooerwN wa i —3f. 1 /4 4` smucmaAL REDUIRFMEMSAnn 4 to REEERENcm TOIL$ I PP — L_p AEI II FINE DEPARl OREELWNT - FlRE FallwErRFmoRae�s^. &-0 ID.S• APPROVE; *wt ��'-113eINEeRfNM Eppm+ei IW mptrq V rtIIB. plpn Yq WR&R.iAIM NmLALITAToe601TopendmmMa-- NwpwNR^rvltMpmrvv.sBAY �n., c NC FLOOR PLAN,. I 7 a I V LU Z� LU YY> zp m d z Q J IY V w LUZzm De. Qoo Q pwoo = z(DQ X LU LLI ~ LLJ U Jet Studio One Inc 0 Pullman Sheet LED MEBe, CA 92626 - — - 714 540.5000 714.755.3013 -- N.OefIEeFC COT NRDE :WEER OF RECORD 1 A 102-15-20131 CRYCOMMENTS I 12.1-CPC laxele t7,wm,\I Alel MILLWORK BY G.C. REFER TO INTERIOR ELEVATIONS, SECTION, AND DETAILS GENERAL NOTES: (III I MILLWORK BY G.C., COUNTERTOP: CORIAN"SILVER BIRCH". REFER TO INTERIOR ELEVATIONS, SECTION, AND DETAILS. 1. PAINT FINISH AT ALL WALLS TO BE ITT U.N.O. MILLWORK GENERAL NOTES 0 PLASTIC LAMINATE SCHEDULE: 2. WALL BASE AT ALL WALLS TO BE WBd U.N.O. WD.1 CLI A. PLASTIC LAMINATE FOR GENERAL CONTRACTOR SUPPLIED CABINEISAND COUNIERTOPS: 3. PROVIDE ALLOWANCE FOR GENERAL TOUCH UP PAINTING OF QT SC SCUFF MARKS AND DAMAGED AREAS TO EXISTING PAINTED CTC-3B-CTS CTG38-Ci5DARK IT; I. ALL CABINET HORIZONTAL SURFACE (PL-I I SHALL BE: WIISONARTPRODUCTd882-38 "OREDSOAPSTONE" WITH AIE%1URED FINISH. UAO, SURFACES. REVIEW ALLOWANCE AMOUNT AND SCOPE WITH (PARK BRONZE CTCEDGE JOHNSONRE OWNER REP. PRIOR TO FlNALQING COSTS SSR-X%-B BLACK( 2. ALL CABINET VERTICAL SURFACES LPL -II SHALL BE: WILSONART PROWCT 4BS218"OILED SOAPSTONE' WITH A TEXTURED FINISH, U.NG CPT -I DPYI (DARK BRONZE] (FEATHER FLOOR A$REQUIRm 1151HER FLOOR AS REQUIRED) WR1 LIN-I SYMBOL LEGEND 8,PIASTIC LAMINATE FOR VENDOR SUPPLED CARNETSCOUNTERTOPS 1. HORIZONTAL SURFACES AT TILER LINE FOR '+rbas'F. FT$ -I -CARPET TO WOOD FTS-2- CARPET TO PORCELAIN LIKE FLS-3 W000 TO PORCFUIN TILE FTS4-SEATED CONCRETE MANUFACTURER:WIISONART, PRODUCT NUMBER: N082,58("OILED SOAPSTONE'), FNLSN:TEMURED. X% FLOOR BWgLL FlNISNES TO UNOTEUM 2 APPLICATION: VERTICAL SURFACES ATTFIIFA LINS,i AISBbrbPRI MANUFACTURER! ASSONANT, PRODUCT NUMBER: 7935,07 ISHAKERCHERRY"I. FINGH'. TE%NREO LIN.I CTI .CFI - SC lIN-I C. PROVIDE MILLWORK END PANELS AT TELLER TINE AND COUNTERS WHERE UNDERCOUMER EpUIPMEM I5 EXPOSED. PROVIDE SUPPORT PANELS ON BOTH SIDES OF CASH DISPENSERS OR CASH RECYCLERS IN TELLER AREA, JOHNSONITE JOHNSONRE CTC-EDGE JONNSONITE35R XX-1 JOHNSONITE D. SHOW LAMINATE PATTERN DIRECTION ON MILLWORK SHOP DRAWINGS. PROWDE GROMMETS AS REQUIRED, CTA-%X-Hi IBLACp CTA-XX-P (BLACK) (DARK BROMEI IELACKI CTA-%X-Y (BLACK( E VERIFY 513E OF OWNER SUPPLED EQUIPMENT PRIOR TO MILLWORK CONSTRUCTION. CPi-1 SC GR-I CPT'1 VCi N CABINET LOCKS TO HAVE ONE LOCK PER DOOR OR ONE LOCK WHICH CAN LOCK 30TH DOORS, NO ITI LATCHES, REFER TO INTERIOR ELEVATIONS FOR MILLWORK KEYING LOCATIONS ITS-5-CARPEL TO FTB-6- PORCELAIN TILE TO FRJ-GRATINGTO FTSE_CARPETTO3EALED FTS-9-.VCI TO JNOLEOM LINOLEUM SEALED CONCRETE PORCELAIN TILE CONCRETE E _iI L___J It fr a I I� 1L I T L I �L -- J III o ill h FLOOR TRANSITION DETAILS � 2 FINISH PLAN cm INTERIOR FINISH SCHEDULE WALL FWI3NES M 1 wNFRAL WICOOR MINT MANUFAC1tXQt NPNIMXN d%IDPE PGCrt]UCf1 AIRA�FNfINILR�.�MT FlNpI .ELL FlNT 521Iw W5 . $ARN fIN1511 ]A CCQRS 8 FREMPol IT A6eET PAINT IANUFPCNRER EN'LIMNN IgyJRE PRODUCT N1RA.WNERBCRN E NTERIOR FAULT _ FNOGT -. - T pELLf3NL9WaN'ILUAfi SW 4£6 CCd'PCR MFWINN' NEW MNT MANUFAITURFR - NWO _ PRODUCT LgF ASURAWAT 1NEINFENUvPINI _ pI11a0'iAmINIF FINISH mTN EIMINNI co 6EXISON915?6 col '6 Fl{ TO lM1CX gDlAC9NT EHFSTINGIN PAINT CIIrtIER AD CHASE MPROACE _ CNAS€ FISCIT CONCR^l COLOR IO MpCY MJQFNIVMS NNf_ maTAD HNMI GMdR'1 PD IM(MO Po4M6 Wan POOL NOSS DE9Gnrfx _ __ "NO _ REI�IlY E9fqrser — IMCIIFAeIIMFA MCI00CTUUM M011ucib '.FNGOR W COLCH CON IACI NAM@ KIM KOG91 C E>HNIINTOMR l$A WSWE I EST,1 W6 NOTC :TEE RER CM Dl RM WOOL INTO ON NDMILARON WFd VINYL WALL BASE MPNUCT ER ICNNSWIE FEOpUf.1 '"IIGHIL0.R'WRLBASE COLOR ,aW Llm PROFNE M'SIRPIC-HI IiWA.. MIT GENEAA,L LAPPET MAYUH TTNER INIE3FACFROR T PRGDIYvr A9[NRRCNf'tl._ -KKMLX.rx_ __ _ _COLORS:E wf_N16EBAC6ING GI. 'CDNIACTNAVE EACA:RADEY9WOONIACINUMi BI2-0R?IO1 M4 THUM ARM CARPET to 4UpCIURFAPROOISOT- PRWUCfi--9YSSVCZb—SCE v0 .l BFCLJRG EUPERC ULIIONBTTOIR E,UEL NINO1B C IFR CONICwEFEZTCPI TO C PTICONTACII NAME MCIORIADEVOLC(gI N W " 312Fm2101 v15 CpNORT ZOXF FLOATING CARPET MA5ft111ETPRINK SpN T NOWE LOOM CKER R®U09E fLlGNi"NANCIP &NOT]G ORF IT'S ALWAYS BEPEXAA.. - VE' SEEPLAN IOCAY CP¢PQpSdgICA¢D MOUNG T NKK RUBBER RE ULER Pull ((XLYO AND. SPWFF _ PM MRX cl NON VORET O CCWIDINSAYF4CKA1ADEwGIWO CHNTPCINIMTER 312T7552101 TPM LwaraFFA TKE Ce'" AVNUFICNWER FMffR PR[XCI NMERGe .. 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FRAMING. 3. REFER TO ELECTRICAL DRAWINGS FOR ADDTUDNAL INFORMATION, PLAN KEYNOTE SCHEDULE Pl BEVERAGE CREDENZA: PROVIDED BY VENDOR. N.I.C. PROVIDE POWER AS REQUIRED, P4 BRANDING WALL BRANDING WALL PROVIDED BY VENDOR N.I.C. PROVIDE POWER AND DATA AS REQWRED. PB INSTANT ISSUE MACHINE EXISTING INSTANT ISSUE MACHINE N 3 55' LCD E MERCH SCREENS PROVIDEOBYVENDOR N.I,C. PROVIDE POWER AND DATA ASREQLRRED. PS E-MERCH DATA RACK PROVIDED BY VENDOR, N.I.C. INSTALL PER OWNER'S REQUIREMEN5. PROVIDE POWER AND DATA AS REQUIRED PR RELOCATED OR NEW EQUIPMENT: BY VENDOR E.I.C.PROVIDE/RELOCATE POWER AND DATA AS REQUIRED, P9 ILLUMINATED WINDOW BOX SIGN: PROVIDED BY VENDOR N.I.C. COORDINATE LOCATION W/ VENDOR. PROVIDE POWER AS REQUIRED PIS MILLWORK BY G.C. ROPER TO ELEVATIONS AND FINISH PLAN. P9 SAFE DEPOSIT BOXES: INSTALLS➢ BOXES TO MATCH EXIS➢NG. PROVIDED BY VENDOR, N.I.G. PID _ QUEING LINE SYSTEM: PROVIDED BY VENDOR, N.I.C. Pit RELOCATED OR NEW FURNITURE: BY VENDOR. N.I.C. PROVIDE/RELOCATE POWER AND DATA AS REQUIRED. P13 COMFORT ZONE RSAND fABIf: PROVIDED BY VENDODOR, N.I.C. Pia RELOCATED CASH CREST. P14 EXISTING BRG TO REMAIN: P15 CLEAR SPACE At DOOR, REFER TO 31 Ln a u Z Ill LcU Vz G YYj Z p J d z U cn F 'w^ W Z Z m v) ct Q LL C) =z~Q X w L1J w U ARCHITECT OFRECORD — Nadal Studio One Inc - 3050 Pullman Street Costa Meld, CA 92626 T. 714.540.5000 F. 914.F55.3U13 • e. Mlp. � c IE 1B]RI A OI Gt\fDa� ISSUE pA¢ UESCRIPI'ION A D2-1SX113 CTY COMMENTS 12.1-CPC TITLE FURNITURE & EQUIPMENT PLAN NUMBER A] s3 GENERAL NOTES: I. G.C. SHALL VERIFY OFFICE PENDANT LIGHT LOCATIONS WITH FURNITURE VENDOR PRIOR TO INSTALLATION. PENDANT LIGHTS MUST BE CENTERED OVER DESKS. ABBREVIATIONS: F.D.S. FACEOFSTUD RCP SYMBOL LEGEND 4W WALL WASHER: DECORATIVE PENDANT LIGHT: REF ER TO ELEC OWLS FOR ADD. INFO AT. REFER TO ELEC DWGS FOR AOOL INFO TxC LAY -IN FLUORESCENT'. O RECESSED CAN LIGHT: EXISTING TO REMAIN REFER TO ELEC GWGS FOR ADDL INTO WALL MOUNTED LIGHT FILI �2XT LAY -IN FLUORESCENT` REFER TO ELEC DWGS FOR ADDL INTO BUDING TO REMAIN EXHAUST FAN: ® REFER i0 MECH DWGS FOR ADDL INTO 21T LAY -IN EW ORFSC REFER TO F.EC DWGS FOR FOR ADDL INFO 0 SURFACE EUM DWGS FOR PXFURE REFER TO ELEC DWGS FOR ADDL INTO Ta AY -IN FLUORESCENT:(MATCH DURNGJ q. LIGHTED E%IF SIGN'. REFER TO ELEC OWG. MR ADDL INf-0 lob REfIXTO ELEC DWGS FOR ADDL INTO UNDER CABINET TASK TIGHT: ®REFER TO ELEC DWGS FOR ADDL INFO SUPPLY AIR DIFFUSER: REFER TO MECH DWGS FOR ADDL INFO GENERAL PURPOSE STRIP DGHP. REFER TO ELEC DWGS FOR ADDL INFO RETURN AIR GRILL: O CEILING MOUNTED SPEAKER. REFER TO MECH DWGS FOR ADDL INW S COORDINATE LOCATONS WITH VENDOR SPRINKLER HEAD: F� ROOF ACCESS LADDER: O LOCATETO AVOID CONNCTS W/GRID REFER TO@ POTHER REFERTOFIRE DOUR Ad.15 PROTECTION DWGS FOR ADDL INFO ACCESS / CANOPY ACCESS DOOR: REFER TOg M.16 — Rd JACCIENT PAINT REFLECTED CEILING PLAN KEYNOTE SCHEDULE PRODUMANUFACTURER AURA AMNMOORE PI RELOCATED EXISTING LIGHTING COLOR F HC411 LDGF NE INTERIOR PAINT COLOR MOST "OLD FINISH 524 F4 EXISTING SOFT TO REMAIN CEILIRY FINISNG EGGSHELL FINISH 524 _ IT-5 CEILING PAINT MANUFFA PRODUCT NRER AURA WATERBORNE INTERIOR PAINT COLOR NIRM READY NJ%ED COLORS "SUPER WHITE' FINISH EGGSHELL KNISH 524 ITT EXTERIOR TURER FAIM MANUFACTURER AURA MOORS PRODUCT AURA W H SHEER IN INTERIOR PAINTLn DOLOR TD MATCH SNISH 52 WILLIAMS SW-i015 INTELLECTUAL GRAT' FINISH EGGSHELL FINISH B$4 ACT-1 ACOUSTICALCEIUNG MANUFAER PRODUCT ULTMAARMSTRNG COLOR bL➢MA' OPEN PLAN COLOR WHITE 512E EDG9/16 'EVE GRID SNIP"BEVE XL9116ULAR GRID INTERLUDEXL9/tb"DIMENSIONAL ITEE SYSTEM GRID ACOUSTICAL WHILE ACT-2 ACOUSTICJKRF G(NONICUSTOMER AREAS) MANUFACTURER ULTMAONG PRODUCT 'ULPMA' OP EN PLAN OLOF WHIff 1 — _MEN a ❑ , ,Bo +BB'AFF All A.fiF +Ts'ARP. .T - -I BE ❑ - +c B•AF5 +B'A'IPF.F T. -. ❑ C9uPx� .r 91N'A�P.IF. 1 i_J y F +B.B Al IOit to T vACCETFS HATCH totiW 6 u.H �l ;ar+a-f ,1 t1 ,,,,.0 � ..•.,�i-fIFiR`i?7I1r'sN li_—_ r1rPaFF ISGFFlD ICI ®.uu __. '.. *IV-i V AY F. ($OII)FF+B A' A.FF. ❑ [__ ❑ I : Ell 0 ❑ oa �I 4 RRK So To AFYI T +14 TAFF ' T c + T— — e « ❑ ❑ �� - 1. ■ ❑ _ 1 ❑ ■ ❑ C ❑ _ __ I _I � t LL _ p' b' Q' 141 /2" Pd' 457" S S B'f/' 4`B" B lj 3 III m _ ❑ — ❑ L J I 1 O O O +10'- A.F.F.50 TT / +94"A,KY. ISOFFIT) II +T-11"A F.F(SOFFIT) n Trip ❑ ❑ HEI r-n_s.._....:..,.nr..-sr..-m--vv�....,.... rm....,.r.---.....r. _ �_. b S-0' 10y5,ETER LIGHTCOVE. _ — EXPOBEp CDt1NG pYPJ E%ISi. SCENT AND SUSPENDED HIGH CEILINGS TO REMAIN N REFLECTED CEILING PLAN BGLE 1 I— ���S'SS Z 'EllW Z zZ0W OU)� Cfl d z Q m J V Q W LUZzm (n 10�Qoo = CD(D U U)O� LU F— LUw U 3�3•ET] del Studio One. In 0 Pullman Street ate Mesa, CA 92626 714.540.5000 714755.3013 NRDEI TISSUE DATE 1 DESCRIPTION A02-IS2013 CRY COMMONII 12.1-CPC REFLECTED CEILING PLAN Al 44 ROOF AS OCCURS. \\\ COMPRESSION N0.12GA,WIREVERRCALHANGEX 4. STUNNER \ �'\ CH WAY 4LNO17GAEWIMSM \ FEEL I2GCTIONS DEGREES AR HRI WIRE fOURDIRECTI0NSh1OEGREFSAPATT. WAIL NOTES' HAL RETRAINRSHALL BE EFFECTED BY FOUR NO. 12 GAGE R WITHIN TWO INCHES OFTME CROSS RUNNER INTERSECTION CH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES RON FASTEN i0 THE MAIN RUNNER SHALL BE EXTENDED TO AND REPORTING THE ROOF OR FLOOR ABOVE THE STRUT SHALL 0E UATENoF THE OADIMPOSEO. LATERAL FORCE BRACING MEMBERS S BE SPA UMOF6INCHESFROMALL HORIZONTAL PIPING OR DUD WORKTHAL > ,� 15 EO BRACING RESTRAINS FOR HORIZON?A FORCE. BRACING WIRES SHALL BE E RIDANO TOTHE STRUCTURE IN SUCH AMANNER THAT THEY CAN SUPPORT ON TOAD FNOi LESS THAN 200 POUNDS ORMEACUAL DESIGN LOAD, WHICHEVER G TER A SAFETY FACTOR OF 2. 5. PER ER EMBERS'. FOR TILE CEILINGS. ENOS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE I. SUSPENDED ACOUSTICAL CHUNG SYSTEM SHALL BE NSTALLED IN ACCORDANCE WITH THE TIED ETHER TO PREVENT THE SPREADING. PROVISIONS OF ASTM C 635 AND ASTM C a& TUNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO 1 VER?(CAL HANGERS'. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO, 13 SPACED CENT WALLS WITH CLFARANLEOETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE AT4'-U'ONCEMERORNO.`UGAGEATS'-0" ON CENIERALONG EACH MAI MOO TWO OTHER WALLS. VERTICAL WIRE SHALL 3E ATTACHED TO THE CHUNG SUSPENSION MEMBER AND TO LIGHTING FIXTURES: P ?p yc WITH A MINIMUM, HREE LURNS. ANY CONNfC01WRF SU POR BO _ H MI fi I. ALL LIGHTING FIXTURES SHALL OE POSMVED ATTACHED TO THE SUSPENDED CHUNG SETEM.ME SUPPORTING CONSTRUCTION SHALLBE CAPABLE OF CARRYING NOUN ALACHMENi DEVICE SHALL HAVE ACAPACIIY OF 1pD50F THE LIGHTING FIXTURE WEIGH SUSPENSION WIRES SHALL NOT HANG MORE THAN I IN 600 OF PLER ACTING IN ANY DIRECTION ,NO. 12 GAGE HANGERS SHALL BE ATTACHED TO ME GRID MHdBERS SLOPING WIRE OR HORIZONTAL BRACING IS PROVIDED . SUSPENSIOT PRESS WITHIN 3" OF EACH CORNER OF EACH FIXTURE, TANDEM=IXTURES MAY LEAVE COMMON WIRES. AGAINST DUCTS OR PIPES. WIRES SHALL NOT ATTACH TO OR DAG2. LIGHTING FIXTURE WHGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDION iO ME 1ERIAL RE IP ENT. A TRAPEZE ORE UIVALENT DEVIC MA O GU M QREQUIREMENTSSINGTOME SRUCTURE 0VETWON0. IRES MA BESLACS CONNECTED FROM THE H%NRE OBS?RUC110NSPRECWDE DIRECLSUSPENSION. TRAPQESUSPEMUM OF BACK TO BACK(l-114"COLD-ROLLED CHANNE OR SPAM ING PUT HOUSING TO THES WEIGHIfABOVE THESE WIRES MAYBEL HE SU 1 STRUCTURE AREAS WEIGHIROVEHAGERS. MORE SHRLBESUPPOR?ED DIRECTLY ROM THE POUNDS S. BERMEfERHDINDEP:NDENTYA MAXIMUM EACHC LIUNG NE95HALL IIN STRUCTURE ABOVE BT APPROVED HANGERS. BESUPPORTED INNNO. 12 GAGEWHEOR PROVEDPRO HWALL EONE CDUNG A. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE D6COMINUIIY WRH N0. 12 GAGE WIRE OR APPROVED WA PPORi. USING NO. 9 GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING ME CSIANG HEAVY-dJIY PER ILO-L5R 190E SUSPENSION SYSTEM MR DIRECT SUPPORT. BRACING FOR ACOUSTICAL CEILING/NOTES sD Ls 13 ONE � AM AS OCCURS, TYP.TQJA SE HOOK MAX B- MAX. SPACE: PUNS. e° MAX, MAX, MAX. MA%. ROORAS.00EIJ SOFFITWALL FRAMING PEP STRUCTURAL DRAWINGS WIREHANGERS, TYPICAL SPENDED CLING HLE taF� REFLECTED CEILING PLAN FOR CEILING HIS. 516 TYPE'%' GYP BOARD 001/Of5 )FHT A REFER TO REFLECTED CEILING METALSNOS IN WHERE PLAN FOR CEILING HR, SHOWN ON PLANU PER STRUCTURALORAWINGE SOFFIT DETAIL 12 9irm--,,L:r 2X W0. OR METAL SLUM 4➢16. O.C. DOOR,SEE ZZ ODOR 5CHEOULE 9 O w I Ad", 1 9/16" O 8 INTERIOR DOOR HEAD/JAMB SIM. s� o, $ DOOR. BEE SCHEDULE OND ?FlI HOLD WMTHERSWEMP FINISHREFER EXPAMION JOINT TOP OF CONCRETE FLOOR CONCRETE SIDEWALK, SLAB OF NO SLOPE) OR A C. PAVING WHERE OCCURS - + SET FRAMES" INTO CONCRETESLAB DOORSILL DETAIL (EXT) 4 OI:MODIFY LIGHT EM LENORE AUS QUIRED LO ACHIEVE QUIRED MOUNTING I EIGHT AT LOCATIONS HERE DIFFERENT CEILING EIGH30CCUR UP IN bD OFFICES PENDANT MOUNTING SECTION `CMiO PRIMER ISI&"MWNTIND ] HOLES WITH t-TINTS r REQUIRED CLEARANCE TO OBSTRUCTIONS / REFERTOCIFARANCEREWIRHAENTB -- J/ OETAILB ROES S AND 4 OF MILLWORK @ INSTANT ISSUE SCE 3 DOOR SCHEDULE ROOM NAME DIMENSIONS DOOR MATERIAL NRE N 7 a RE $z p WIDTH I HHGM I THICK. PCB VINYLOOOR VICINAGE BY OWNER � IMEN'SREMOOM IIIOA I B It JQ170 I1-1/2'1 S.0 IN/Al al I IEXIST .DOOR & HARDWARE TO BE REINSTALLED J I CLEARANODI. CEMERHAND ON PANIC OAF REMOVABLE MULLION FR YE R MJML AO TEMPERED GVS DOOR DOOR NOTES HARDWARE NOTES 1. EXTERIOR METAL DOORS TO BE 1. COORDINATE PERMANEMCORE/KEYING MANF'R& CAM, & INSUTATEO. INSTALLATION WITH ARCHITECT. CONSTRUCTON CORE BY �9 2 91 N 1 1116NRYMBEGROUTED GENERALCONTRACTOR. AN 0. 2. MOUNT CLOSER ON PULL SIDE 3. PAINT INTERIOR DOORS S. FRAME PER FlNISH 3 SCHEDULE. REFER TO SPECIFICAPONS FOR ADDITIONAL P INFORMATION. 4. ALLOWABLE CLOSER PRESSURE SHALL BE 5 LBS. MI FOR INTERIOR 4.EXTERIOR EXIT DOORS SHALL HAVE A SON ON AND EXTERIOR DOORS. OR ADJACENT TO DOOR, STATMG:'THIS DOOR 5. DOOR HARDWARE TO BE OPERABLE WITH SINGLE EFFORT BY LEVER MUST REMAIN UNLOCKED DURING BUSINESS LOCATED 0+ 37' AIL. HOURS", WIN I" HIGH LETTERS. IN CONTRASTING 6.HAND'ACTIVATED DOOR OPENING HARDWARE SHALL BE COLOR WIM BACKGROUND. CENTERED BETWEEN 31"'ABOVE FINISH FLOOR.\ ). EXIT DOOR WAYS SHALL BE NOT LESS MAN 36" IN WIDTH AND NOT MU THAN 6-5 IN HEGM. PROJECTIONS INCLUDING PANIC DOOR, STOREFRONT AND HARDWARE SPECIFICATIONS HARDWARE SHALL NOT REDUCE ME OPENING TO LESS MAN 32' L ALL DOOR HARDWARE TO MEET ADA ACCESSIBILITY CLEAR WIDTH. GUIDEDNES. B EXIT DOOR LEAF SHALL NOT EXCEED 4' IN WIDTH HARDWARE SCHEDULE GLASS AS OCCURS. 13i4x41/2' ALUMINUM FRAME DOOR, SEE SCHEDULE EXTERIOR APPLIED DOOR STOP 0 HEAD NTERIOR I STOREFRONT DR HEAD (JAMB SIM); P 7 13/4"x4la ALUMINUM FRAME BE,vQoPsM. E zOU MINUM THRESHOLD, g S ET ON MASnC Z £ �m b TOP OF FLOOR HNISH - REFER i0 FINISH SCHEDULE WEATHER SWEEP TOP ONCRETE FLOOOF R SCIAO In fCONTROL JOINT ' (SEE STRUCTURAL) STOREFRONT DOOR SILL BCAiE 2 3'=,'U DOOR TYPES ,'I� 1101 NOTE BE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATON BRACE PAR➢TION TO STRUCTURE ABOVE WITH STAGGERED BLUE ® 40" O.C. CONT. RUNNER CHANNEL — SUSPENDED ACOUSTICAL — T LE CLG. REFER TO REFLECTED COMING PLAN FOR CHUNG WS. WALL ME AS OCCURS COW. RUNNER CHANNEL — WTHi POWER DRIVEN FASIENERS PER STRUCT. DWGS. INTERIOR PARTITION STUD WALL I 8171,-0, 6 �. Wv/ �:I _b ALIGN FAIL OF pppRl VTELEPRESENCE A& IN IO• Q IT M IS• DOOR SIGNS: MANUFACTUREDBY: TUBULAR SPECIALTIES MFG, INC. BN 95902/9 FOR ADDITIONAL ACCESSIBLE REQUIREMENTS, REFER SP S. 1. SIGNS SHALL BE 1/4"NICK MIN. 2. CENTER SIGNS ON THE DOOR AT A HEIGHT OF 50 A.F.F. 3, SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODELNUMBERS: WOMEUI SIRE (PROVIDE AT SPACES WIN TWO TOM ROOMS] MFNS OI (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX '540.0" (PROVIDE AT SPACES WITH ONETpLET ROOM) TO ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG, INC. IBD01959,B]]9 1.LOCATEONTHEWALL gOJACENiiO MELATCH SIDDEOFDOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 5'O' A.F.F. SIGM SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST. MODEL NUMBERS: WOMEN'S "B40-P' (PROVIDE AT SPACE MIRH TWO TOILET ROOMS) MEWS "840-AT' (PROVIDE AT SPACE WTIH TWO TOILET ROOMS) UNISEX "84DBT' (PROVIDE AT SPACE MITI HONE TORT ROOM) 3. BRAILLE: GRADE II, DOTS =1/ID" O.C.IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS: Rp6ED IMEE. RESTROOM ACESSIBLE SIGNS NoI N 9 O GLASS 13JAXA T' AME TEMPSEEMPEAEDGU55 SUALUMINUM a INFULL i ROOFLL FC Of 9FAUM W0003HIM BACKERRODANR TOOLED SEALANT CONTROLl01M COLORTOMALCH SSE: SiRUCNFALI STORHRONTAT BOTH SIDES. TYP, LONCREIF TSMAR. SLOPE e . STOREFRONT BULKHEAD, 5 NOTE, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL B O. STRUCTURE INFORMATION BO. STRUCTURE B.C.NOTE STRUCTURE N % DRAWINGS FOR ADDITIONAL NOTE'. USE MOLT RESISTANT \% INFORMATION GYP ON ALL WALLS IN WE A FULL HDGFR OR BRACED WALLS AS J III MS AREAS IE OOM,PC, JANITOR ROOM REQUIRED. REFER TO STRUCTURAL DWGS&e `+ FILING �' d' METALSSTUFDSIAT 4Ru bl SCHEOUIFD FNELI COLONEL (WOOD STUDS W/SHEAMING AT SCHEDULED FINISH CEILING TYPE WKB ONLY) .ill. )_ 3 5/6 METAL STUDS AT 24 o c MO.5-1/2' ACOUSTIC BAT INSULATION 35/0" METALSTUD5 AT 2V' o.c. MAX. �� ITYPEWKI ONLY] _ 3-1/2 ACOUSTIC BAT INSULATION VA (TYPEWJI ONLY) 3.112' ACOUSTIC RAn INSDA110NUEY (TYPEWQI ONLY) NE CHANNEL CONTINUOUS RUNNER CON➢NUER RIVEN FASTENERS POWER DRIVEN FASTENERS 5/B" TYPE'%' GYP. HE. EACH SIDE i,D. SLAB TO. NOTE: T,0, SLAB USE MOLERESISTANI 0) ON ALL 5/8 HEX'. GYP. BD, EACH SIDE WALLS IN MITT AREAS, IE 1YPICAL V METAL STUD INTERIOR PARTITION RESTROOMS, JANITOR ROOM, ETC. WK NON -RATED ""' %^•. T.O. SLAB \TYPICAL 35/8'MEIALSTUO INTERIOR PAR11ilON SAMIM WK NPICALES W,KI W/ S IM' ACO STIC BAT INULATION 1TPICAL3-5/0"METALSTUD.INTERIOR PARREMN SAME AS WJ W/J�I SAMEASWK W/Q NON RAZED W131T'ACOMMCBAII 1SULATION WK2 OMn GWO-ONE SIDE /,-\SAMEAS WQ / LL W/31/7' ACOUSTIC BAII INSULATION >01TOSWJ \""`F OMIT GWBONE SIDE WK3 OSTRUCOiURAL REFER DWGS WALL TYPES -CPC 1 o LLI Z 2 W LJI zzo ^O U) r I L Z Q J U LLJ m F-FC0a `^ W Z Z m vJ of Q LU 0 ZLu 2i V cn Of o X w W ~ Z LLI U Tel Sludlo One, Inc. 0 Pullman Street ITO Mesa, CA 9 S626 714.540.5000 714.755.3013 v,natlelam.com pRokEl :INFER OF RECORD 12.1-CPC WALL SECTIONS & DOOR SCHEDULES A2e 1 w SPECIFIED FABRIC =uaj FASTENED TO IJ2' SUBSTRATE WITH MECHANICAL EXTRUSION: BASIS OF DESIGN OVAWALLIGUARE WLLTLESS PROFILE EDGE. NOVAWALL EXTRUSION FASTENED PER MANUFACTURER'S INSTRUCTIONS: O FABRIC EDGE WOOD BASE GLUE METAL FDGEOF EXTRUSION ©FABRIC MIOSFAM SUIT JOINT DIGITAL MONITOR REVEAL FABRIC PANEL TYP. SCHEDULED PARTFBON EYE. ALIGN WOODIRIM O FABRIC EDGE®DIGITAL MONITOR O FABRIC EDGEATWOODTRIM r r r < (DEABRICEDI GYP CELLNG/WALL FO OUTS® FFEARCO FABRIC ® ONSIDE OH SOFFTABOVP TERMINATION CORNER ULURNLK TYPICAL FABRIC FASTENER DETAILS BD 1 Z TOP OF WALL 711 PUE PT{ SOFFIT HEIGHT PER PUN e 1 BXAX�M® "I 1 ITGLINT EG. -B. %• y-11r-TL L e. ol BRANDING WALL ELEVATION W/ 46" DISPLAY 3,, 5-1 a PARTITION tSCHEDULED PIBACKING BY r;l. l III\ SURFACE MOUNTED 4 SIGNAGE FIXTURE BY rJ OWNER'SVENDOR- PROVIDE POWER. G.C. I TO INSTALL — O FABRIC PANEL AS '^LjSCHEDULED BRANDING WALL 13 `o, NOTE: SEEBJRUC%R' LDRAWINGS FOR ADDITIONAL INFORMATION 1IPTHoKFABRR:PANEL ATTACHMENFPER MANUFACTURERS CUIDLINES. 111' X III' RABBET NP. SCHEDULED TRIM a ea rePiwNe AlM�svwore�mo dRl ByWwi517a N�aGWe PARTITION BASE DETAIL PARTITION BASE DETAIL j l v MEDIA WALL FURNITURE PLAN s; ,D, 3 PAINTED GYP BOARD O UQ FABRIC WRAPPED PANEL MEDIA WALL TO GLASS PARTITION ;Ej� $ �I I T __ —_ I—�I 77 j ECG B MEDIA WALL FLOOR & FLOOR FINISH PLAN 2 NOTE: SEE STRUCTURAL .RAWNGs wR noD111oNAL INWRMATION a0. STRU..To USE MOLD REERWANT GYP ON ALL WALLS IN All AREAS P. RESTROOMS, JANITOR ROOM, ETC. itvNOTE: SCHEDULED FINISH CEUNG 35/8" METAL99DSAT2A-cc.MAX. ;.I/2"ACOU*TICMTT1NSULA11ON (TYPE WOT ONLY) � 518. TYPE'%' GYP.BD.EACHSIDE li.O.SLA9 /...>N ON -RATED PICAL35/8" METALSTUDINIERIORPARTMON N SAME q$ WIG % W/31/*'ACOUSTIC III INSULATION WALL TYPES 1 SCALE 14 nrz•=r p. PRIVATE OFFICE PAINTED GYP BOARD 3/*"PLYWOOD BLOCKING. AS REC'D GLAZING CHANNEL BELOW LINEOFSOFm ABOVE RECOGEDGWIING CHANNEL FABRIC WRAPPED PANEL LOBBNAREA MEDIA WALL END TO GLASS PARTITION 10[d" EG. F EG. 111 in Nl------- J \ 2 T COMFORT ZONE FINISH/FURNITUREPLAN z UI L L' z> LU Y zo z QQ'(9rn M 0. Z Q m J 2 F U w �J U) Q `^ W L z no VJ of Q LLI 0 z LIJ 0 0 V �� o X LLI LU z L L1 U ARCHITECT OF RECORD Nadel Studio One, Inc. 3050 Pullman Street Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com NODE 1 A 102-15-2013 1 CTY COMMENTS 1 12.1-CPC COMFORT ZONE MEDIA WALL PLANS, ELEVATION & DETAILS SHEET NUMBER A5.1 EL OF wALL PER PIAry FLOOR PRIVATE OFFICE ELEVATION 3/4 I/z I vz' 3114" IPND*MINOF AUGN GLASS ANEL S MOW A� PIVOTSIDE JI/d" 1/4" GLASS amJOINT MONME SEALANT ER CLEAN GLASS DOORJAMB ADJ TO GYP. BOARD WALL IMTERPMAIN DOCB WITHOVENSEAD CW6E13W OL° AND M PW e9nW.IPIJL9- \ 1/2" 1/T' � 31/4" PNOTHME MCA GG GLASS WDITMERJEPUFe.W GW�X PEFEPNDETIA9 (YOLEP CLOmW WORWA WAWA PPIL9 31/4" 806MPLY UMMANE TIES NERD SE. ENS9DE� FWTPME TYPATGLASS INGLA NSITTJOMr FIwSMWULm[EePFDGE6 REEEH Tu X IALn IANINATED EDGE(TVP) PI VIICLEw9ENANT LNMINTEDPACEDUP. (PLSF WPIV MTWUDK A9GVFPµ69.WD CONTINDWSIMANY _ GAIN ATEAIIX 59&C! GVZIAG SANPNICHIM BELF�iAPPINGIHRFADED dACXxEOPPFNE BEIWEENIAM111NA1FIJ PPNH51PL3 FF INSEFT�FIELOINST 0 HWAAi PµF16 �. BELLANi NPTCHING LAMINATED PANEL i.O. PANELS SHOP"T"An OVER512Ep BNLXNEPII CDLOR E4CH81GE PL41 HI IN CLASS MY REGLET DMEC TRIM 4"NOM. BOROMMIL - BOOM FASTENER FROM /4 _ OFFICE SIDE TNOM FIXED TOP ME FLUSH CAP TO MRWE 1e-Kr Gu X EADOLE BY GUBB ME MM UMINATE WtMMSPMACEP is eELDx IN'Gi 9UR J0mm FINISH FLOORING-UMINATEO P4NEl 1N"TQAP 9 ALL PNVE Ai CDNk96tlFAP9FAAN1 — OFFICE OFFICE ALL EDGES IPLB} VOF�OFMCE INIFAIOR EJRERIGH IAMINRTEGIASSSIDE INTERIOR E.%IENOR HATBUCH E GLAZING G GLASS PANELS -CORNER O a LAZING PANELS - SILL (ol PANELS - TOP EDGE (-A GLAZING NG READER GLAZING PARTITION DETAILS 3=1 STRAFE. 9 TOP OF WALL PER PLAN FLOOR Alb W&I PRIVATE OFFICE ELEVATION E%IET NG SUSPENDED CHUNG TO REMAIN, NEW MOLDING ON TOP OFs EgSfING MOIOINGAND SOFFIT GISTNG MOLDING AND SOFFIT 10',B" PRIVATE OFFICE WALL TO TO REMAIN. TO REMAIN, MATCH ADJACENTRIAING. CHUNG HEIGH Ir-r AFi. xl0'-la' m0+s^ — BOXED MEL — — — BOXED LINTEL ITYR.I (INTO L S WOXEDEXISTINGNTELOFIT FRAMING r — — — SOFFIT HEIGIR i T t)-11 ARE / / ® CONCEALED DOOR CLOSER T T cxJm rnnn CLIENT0YP.1 �t EXISTING WALL NAMENEW DEL STUPOST ) lll\ vv EO. SU' Ctl. 1'{" n'J" 1'4 V 8' GLAZING LEGEND: NOTESI i=iEMPERm I. REFER TO HN6H PUN FOR ADDITIONAL INTO. 14 2.. FOR7PICA FABRICPANRMANSMONDETAILS.REFERTO CE PRIVATE OFFICE ELEVATION ;,B" �, 3 Ell In Im -� IJ r-.__ _,I I I I I I I I I PRIVATE OFFICE FURNITURE & FLOOR FINISH PLAN SCALE Z v4'-1-00 11 TOP OF WAIL Ad'% PRIVATE OFFICE ELEVATION ,, 5 ■ P: NOTE'. FOR TYPICAL FURNNURE LAYOUT O'{P' MUD AND FLOOR FINISH TRANSITIONS. —fir REFER TO� PRIVATE OFFICE FLOOR PLAN i/ W Ln a_ U z cwc Z G LLI z z> (D FZ aco' r o L L Z Q m J_fR0�/ Q� LL W LLIZZM U) �QoO = zLLJ°� U U)Of LLI wz Z w U CHneCI OF RECORD del Studio One, Inc.' SO Pullman Street SOL Mesa, CA SM26 714.540.5000 714.755.3013 � �. 1 Neo 650E CATS DES CRIPOOR A 02 IS 2013 CITY COMMENTS 12.1-CPC SHEET TITLE PRIVATE OFFICE PLANS, ELEVATIONS & DETAILS SHEETNUMBER A502 SCHEDULED PARTITION WQ EXISTING WALL AS OCCURS SEE STRUCTURAL DWG5. FOR HEADER SIZE PROVIDE UNIFORM GAP C ONON ALLALL SIDES i 3/0 r T MAINTAIN GAP FOR VENTILATION p ) �SCHEDULED LCp DISPLAY Iy, 5/6 GYP, GVPIR SCHEDULED ! SCHEDULED PARTITION PARIIt10N PARTITION HEAD DETAIL AT E-MERCH DISPLAY 110 EXISPNG WALLAS OCCURS. Slr GYP. BD. OVER 314J PLYWp.OVER SCHEDULED PARTITION SCHEDULED LCD DSPLAY 7j PROVIDE UNIFORM GAP ON ALL SIDES JAMB DETAIL AT E-MERCH WALL I Brill„ 9 e EXISTING CEILING, AS OCCURS. VrJ H PLAN HBGM ELEVATION 1.A REFER TO NAL IFISH PLAIN FOR ADOUIONAL INFO. TELLER LINE ELEVATION - 5511 E-MERCH DISPLAYS B LE 6 PER PLAN PT2 i ss^ Leo DlsaLnv ssLCD DIseLAr ss° LCD DISPLAv BOOR DETAILED PLAN AT E-MERCH WALL EXI9PNG WALLPS Ed. 1 n.noc»mmh r , Son. INTERNALLYILLUMINATED Loco. PROVIDED a NsrnuSo BY sGwnGE VENDOR. COORDINATE STAND -Off LOCATION WITH GLASS SUPPLIER DETAILED PLAN AT BRAND WALL 3 zIUU STRUCIDREABOVE PLYW O. WALL CAP SCHEDULED FINISH CEILING FIXED METAL LOUVER VENT SIZED AS REGD. FOR CONVECTVE CAVITY VENPLMION —_ — I: I 10 I o I I I I I I � VEJr SLOT COIN B.O. VIDEO SCREEN RECESSASREQO. FOR CONVECTIVE CAVITY VENTIIAFON 4 HOL FIXED MEAL LOUVER VENT SIZED AS O READ. MR CONVECTIVE CAVITY VENTILATION 0 SCHEDULED BASE OVER v2PLvwooO SECTION AT E-MERCH WALL I 8 ;M. I IOV/ 15A DUPLEX POWER OUTLET ON CIRCUIT (2) CATS DATA OUTLET JACKS WITH CABLES ISOLATED TO VIDEO MARKE¶NG SYSTEM EQUIPMENT HOMERUNTO DATA ROOM EQUIPMENT RACK r IDEO DISPLAY 0. POSITION . EDGE OF YEVATIOS Q WALL RECESS REFER TO NTR OR F FOR SPLAY ODIVAND AND S 114^ 114 1 SCHEDULE DIMENSOR IONS /J OPENING DIMENSIONS EDGE OF VIDEO DISPLAY O. UNIT (SMALLEST LLRT o 1 SPECIFIED UNIT SHOWN) OF Y EDGE OF DISPLAY DI IT VIDEO DISPLAY as VIDEO DISPUYUNrt REDGE ECESS FINISHED SHED WA --� ����VIDEO DISP�CHEDUIf J—=CE55 'A REFERTC VIDEODESPIAY3RACKETFASTENERMR TOREMAINCLEAR OF OBSTRUCTIONS PROVIDE SOLID BLOCKING AS SEOUL VIDEO DISPLAY SCHEDULE LMATNXI Mm nwesxe MMISR P TYPE LITY. MfA Wed. w x o MNBL+I xlnLq o IFLFALMEIOY 8 ,wC K"m 40 So. 131P' DO- Y MKFAWAILAVtj 1 RED MIS 41T ]IS IT RT NT LCD DISPLAY - OUTLET LOCATIONS SECTION ATE-MERCH WALL s"`o, 7 � PLAN n F- 55" E-MERCH DISPLAYS, PLAN DETAIL, &FURNITURE PLAN v�'.a, 5 .I, - I QT� ) LLB I i TELLER AREA FLOOR PLAN ,„,-0, 1 Ur W Z � W YY> Z 0In 1� LL Z Q w la- �� Q+� W Z z m W Q zLLJ°0 TLI W W U =NnecT GE RECORD del Studio One, Inc. iU Pullman Street >Ta Mesa; CA 92626 714.540.5000 714755.3013 IoFX NAOV E 02-I S2UI3 12.1-CPC SHEET TITLE TELLER AREA PLANS, ELEVATIONS 8E DETAILS SHEET NUMBER A5.5 INTERIOR ELEVATION KEYNOTE SCHEDULE 101 BASE CABINET: PLASTIC IAWINATE BASE CABINET PL-I H2 BASE CABINET - LOCAKABLE: LOCKABLE PLASTIC LAMINATE BASE CABINET IP41 143 UPPER CABINET: PLASTIC LAMINATE UPPER CABINET IPL-II IF4 UPPER CABINET LOCKABLE: LOCKABLE PIASTC LAMINATE UPPER CABINET IPL I IFS OPEN SHELVING UNIT: OPEN PLASTIC LAMINATE SHELVING UNIT WFH1111 ADJUSTABLE SHELF PL-I IRS COUNTERTOP: 1-1/2" THICK PLASTIC LAMINATE COUMERTOP IPL-I IV BACKSPLASH: 3/4"TICK PLASTIC LMVNATE BACKSPLASH IPL-1 IEB SUPPORT —PANEL: 3/4" THICK PLASTIC LAMINATE SUPPORT PANEL 1PL-1 UP SINK APRON: REMOVABLE PLASTIC LAMNATEfPL-II SINK APRON IEID WIRE MANAGEMENT FIT: 33/4"BRUSH STRIP WIRE MANAGER KIT- 'SKIT AS MANUFACTURED BY DOUG MOCKETT Ifll GROMMET - BY OC: 3' OIA GROMMET 1E12 GROMMET . BY FURNITURE VENDOR: 3' DIA GROMMET FIELD INSTALLED BY FURNITURE VENDOR. IE13 SHELF: PLAM LAMINATE IPL-11 SHELF IE14 HANGING ROD: HIS CABINET INTERIOR: ALL INTERIOR SURFACES NOTEXPOSED TO VIEW TOM WHITE MELAMINE FINISH IE16 ADJUSTABLE SHELF: ADJUSTABLE INTERIOR CABINET SHELF TO BE WHITE MELAMINE FINISH IE1E DOOR/DRAWER Pull HTS DRAWER: PLASTIC LAMINATE LL-1 ME CLOSURE TRIM: PROVIDE CLOSURE TRIM AFTER EQUIPMENT IS INSTALLED. PAINT TO MATCH WALL IEA WINDOW SILL: SOLID SURFACE WINDOW SILL IE21 ATM UNIVERSAL WALL OPENING: 26" WIDE x 55' HIGH IE22 WIRE SHELVING - HANG TRACK[ 40" 1#35e31 OR WP 1#3854f MAX LOAD HANG TRACK PER METE - CLOSEiMHD OR EQUAL - LENGTH AS REQUIRED IE23 WIRE SHELVING - STANDARD: 48'103585I OR 84"1#35861 MAX LOAD HANG TRACK PER MFIR-CLOSETMAD OR EQUAL -LENGTH AS REQUIRED RUN WIRE SHELVING - SHELF. 16"DEEP x48'1#35101 OR 72 HI11 HEAVY DUTY PER MFTR-CLOSETMAID OR EQUAL LENGTH AS REQUIRED IEA WIRE SHELVING BRACKET: MAX LOAD BRACKET #3582 AS MANUFACTURED BY.CLOSETMAID OR COUAL MILK ADA-COMPLIANT SINK B FAUCET: SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION IE2] NOT USED IE21I WATER HEATER PIATPORM: IERE MOP SINK: SEE PW MNNG DRAWINGS FOR ADDITIONAL INFORMATION IEA MOP51NKBACKSPLASH: 1212T WIDE x 42' HIGH 16 GA STAINLESS SIF£L SHEETS MOUNTED i0 WALLS WITH STAINLESS STEEL SCREWS MET UNDERCABINET TASK LIGHT: SEE ELECTRICAL DRAW INGS MR ADDITIONAL INFORMATION IE32 SAFETY BANDING: SQUARE PATTERN SAFETY BANDING FOR APPLICATION TO UNINTERRUPTED FLOOR -TC- CFELINGGLAZING. °SQUAREBANDING" ASMANOFACTUREDBYARCHWAVMARKETING SERVICES, INC. USE PENDANT LIGXi: SEE ELECTRICAL DRAWINGS FOR ADDTIIONAI INFORMA➢ON �I SECTION @ TYPICAL CABINET SCALE 5 w NOTE: UPPER CABINETS OF ABCM SHALL BE KEYED ALIKE IKEYEO SEPARATELY FROM CABINETS IN RESTROOMSI IEd IE15 to IE16 1-2 CLEAR IF17 2-1. LE] r IEd 0 N SECTION @ TYPICAL CABINET s;M �, 4 ® NAME o I . Jrr B4 F N IE11 qE as H OE m N of 03 F Dl DJ OE DI M OF o] ABCM / WORKROOM ELEVATION 2Lv I I' 1" 2 r T B" OE 1 OE OR P] 0] Q0. if W I =_ -� - --_ 44^ 44' 2a^ I I 1 � ABCM / WORKROOM PLAN w,e. 1 N/ LU tn rn Z v L IJ Z2i LU Y Y> Z p IZ nn— Q W LL Z Q Q � W LJZZm J L.LI cc Z OIS G 2� Q X LLI LIJ ~ Z w U ARCHITECT OF RECORD Nadal $lutll0 One, Inc.—_ — _ _ 305D Pullman 6VBM --- Costa Mesa, CA 92626 - 714.540.6000 F. 714.755.3013 — wwwnadelarn.mm = N00F CHECKED BY' E MODEL 12.1—CPC SHEET MILE ABCM PLAN, ELEVATIONS & DETAILS SHEET NUMBER A5.10