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Plans
BU P2009-00001 CLEARWIRE 9508 SW WASHINGTON SQUARE RD City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 January 12, 2009 ®! • z . RE: TENANT IMPROVEMENT Project Information Building Permit: BUP2009-00001 Construction Type: 2-B Address: 9508 SW Washington Sq. Occupancy Type: M Area: 806 Sq. Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Provide the following items prior to issuance of this permit. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 4) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/Z hours of illumination in case of primary power loss. (Sec. 1006.3) FYI -Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination, when two exits are required, shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, II■ an Nelson Senior Plans Examiner (503) 718-2436 dann @tigard-or.gov I 1 ‘, ' ARMOUR UNSDERFER ENGINEERING, INC. 13456 SE 27th Pl., Suite. 200 , AUE Bellevue, WA 98005 (425) 614-0949 Fax (425) 614-0950 N N RECEIVED STRUCTURAL CALCULATIONS FOR: JAN 0 2 2009 CITY OF TIGARD , BUILDING DIVISION c I ear Clearwire Washington Square Tigard, OR Client: InterbrandDesig-1111( ) Illili Interbrand Design Forum 7575 Paragon Road Dayton, OH 45459 Atip PROpen ____ ",foeiNktsoliP/40 By Brian Unsderfer SE, SECB, SEGO ----- 4*4 ingatitt 1 LRL i iLli, AUE No. 8464 EXPIRES: 06/30/10 Date 12/23/08 IBC Seismic I See Seismic Output Ss= 0.971 le= 1.0 hn= 25 FEET S1= 0.347 R= 4.0 Ct= 0.02 Site Class= D • Seismic Use Group I Standard-Occupancy Buildings Design Category D Fa= 1.11 Fv= 1.71 Sms= 1.079 Sm1 = 0.592 Conterminous 48 States 2005 ASCE 7 Standard Sds= 0.720 Zip Code=97223 Sd1= 0.395 Spectral Response Accelerations Ss and 51 Ss and S1 = Mapped Spectral Acceleration Values See procedure IBC 1617.4 IData are based on a 0.05 deg grid spacing Cs= 0.180 Period Centroid Sa (sec) (g) T= 0.224 Seconds 0.2 0.944 (Ss) Cs max= 0.441 1.0 0.340 (51) Cs min= 0.032 Cat.A-D Period Maximum Sa (sec) (g) Cs min = Not Applicable Cat. E& F 0.2 0.971 (Ss) 1.0 0.347 (S1) Cs min= 0.032 Period Minimum Sa ICs= 0.180 W I (sec) (g) 0.2 0.907 (Ss) 1.0 0.334 (S1) See procedure ASCE 9.6.1.3 Non Building Systems Ap= 1 z= 25 FEET Rp= 2.5 h = 25 FEET 'Ip= 1 Fp= 0.35 Wp Fp max= 1.15 Wp Fp min = 0.22 Wp JFp= 0.345W I Armour Unsderfer Eng, 13456 SE 27th PL.,Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: W1 AUE Address: Tigard, OR Date: 12/23/08 Client: lnterbrand Design Forum Job No.: 8464 Gravity Loading Gravity Loading Soffit Weights Gyp. 2 PSF Metal Studs 3 PSF Misc. 3 PSF Tot 8 PSF Live Load 200 LBS Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: L1 Asti Address: Tigard, OR Date: 12/23/08 Client: lnterbrand Design Forum Job No.: 8464 ' \ / \,,,..,S. / \ /` ''''' i/ . -.,A ______ I. SEC1 04 A-A Front Span = 2.5 FEET ,,-(E)STEEL/CM 7 Back Span = 2 FEET Min UIET5TRUT MOO 11.EA ISIZACL Arraw w vr•11.13 11 TOE' 7 7(E)ElE144 cta Total Len = 4.5 FEET Min arvo•WA nor 6' ___ d/ Z-- -T- ---2 I/ M (TN OT w= 8 PSF , -t• O NK FTal a_GOV W owswiz Spacing= 2 Ft OC , ....14.- w stud = 16 PLF uto-iRut mm424.0 c 7-41414 PO ARCA Y.2TBO-43 CRIMPED TRACk / P live = 200 LBS BCLT TO L*167RUT 1,4 1/210 MB- •24,o --- I /1 NNN 31253-36 c.— No Studs= 3 II-34413,33•4.az. ATTACH 2T I -3 ENT •CROSSING(3)s %BM, T 1 A w(2)110.•EA MP ' ,` (2)IIC F'''-C6/ fL-01 342513T-3B AT IIP 5rAti P/Stud = 66.7 LBS PER PLAN II -N - 4412r(fl:TTICS""X:Sti •eliallefieFA.241.1111.14.1.1111111.1 IMININWA MOM ,,co, T T wall = 231.0 LBS 111111M 14/(2)T1110 0 tA(E)SEW (2)05•EA MT Cft 1_ )IN Joisi 14/ 41,2A"IlaTTCf 11 \L BOTTA1 SPLIC1 141 IV•4.'CC(3 NIN) 51-0T FCC L:1£A 11'14954(1 Connect w/ 2 #10 FM%PER Mal KR ARCH 53 MIL TUCK WO At .,--- Vcap#10 = 177 LBS Tcap = 354 LBS z > 231.0 LBS Therefore OK Z lUse: 2 #10 , Unistrut Conn. I Try: 1/2" MB in P1000 Conn. Cap= 2000 LBS > 231.0 LBS Therefore OK Use: 1/2"MB in P1000 I P1000 Capacity: I Try: Unistrut P1000 Span = 6 FEET Pcap= 500 LBS > 231.0 Therefore OK Use: Unistrui P1000 I . Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square 101117m ato___„ Address: Tigard, OR Pg. No: L2 Date: 12/23/08 I. Client: lnterbrand Design Forum Job No.: 8464 , Ceiling Joists 1 0)rikwifi Pou,, (-!_01 1 Max Span = 10.5 FEET ...;..,:;;; ---;:-- --...:-.---...---- -..,-:—..7—;- .:-..-.:-... ,—.. _ No access to ceiling t, H _ r 1 I AS,..toaaa _ N_ • -- ', ---\\ See SSMA ' I i „ 7..-•so I r r A I Ukt of wttri Max Span= 10.67 FEET ,-.. W/mid span bracing iltc I Linn(11,irEN 'II\ 7-;-,, WIrrn Mt--20C4 MU) Therefore OK 1 (r,/61114-C45r, i 7 l- i I/FIELD VPItirr , 1/ w!li I 61"=ft Al ... ' Air i . t...... - - - 1 - r 0 1 lill PO vs) I I i c,, _t_ ). - i 1St '•• III 144f 1 MAri FUT --1 4 _ _ ___a'] zrr'd f /' I -1 itisa Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square wyAp AAILM d Address: Tigard, OR Pg. No: L3 Date: 12/23/08 IIII Client: lnterbrand Design Forum Job No.: 8464 Lateral Check Fp= 0.345 x W .,„.. ,.. \ .11 vv. lit i '1 \ / \71.' Fp= 0.247 x W ASD \‘/. \ i 1 r, ____i_z, i Soffit Wt= 8 PSF 5EC.7 ICI1 A-A CL)STEEL.051 O44151RLJT PDX.1.LA WW1_ Width max = 10.5 FEET A1TA04 w irzi•MB•TOP CJORD 11 NW n.un 4' ,,,-al MIA/T.3i3c ----=--r- ■Iiiimi MIN! . DL= 84 PSF vr•MR.arrieni porton ,, . , , ..,,-citD w rosin -11L- V= 20.72 PLF . UNSTRUT pox•24'OC. 1 ' [1 -144U PO AKA Brace at 4 FEET OC NaTio0-43 CRIMPED TRAP, 1 ear TO UNISTRLIT W lire 11.13- . . 'N,, li.2501-n P 20 0.0 ,; V= 82.9 LBS I I:3race M201-330,11 i , . .362931-33•41 Ot.A11401 01 CROSSAIG(3)10 SCRI315 r■e 1.4,(1)No 0 FA 51W puz. i'.•' *--(2)1c EA n't 'CERT Xt5T-FLAT 362543T-33 AT MD D 5RAN _- Brace is OK by Inspection it.- 1. w--- 15 -- q li,(2)PO AT EA04 2251 - - - - ------- --- --------- - - _ .._ - •1■11/1011—1111.111.11101111■ MINIIMIIIIT 33 TAW tRACk h 1(7)126?0.1:115(1"O511 141( 0.1-10151 •VP 70-TTCe eT 2)',Aril rosotizr tOlICIli 5PLICE W 5LOT FCR Lau 'TRISH PER ARCA \ RIR mai.S 111 `.•TRACK EAC41 NIX Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: lat1 at• Address: Tigard, OR Date: 12/23/08 Client: Interbrand Design Forum Job No.: 8464 Lateral Check Fp= 0.345 x W Fp= 0.247 x W ASD it)rwtik (l)5ILL ZIA *INT PIKE 0 V WACO Soffit Wt= 200 LBS Mt-, Mt5T 'SUPPORT Oft-O4 CE111%.11f DIREt1 TO t'OF WOOD•GC V= 49.3 LBS/Wire NAIL A. AL pr Ak 1 12 Ga wire is OK By Inspection I Dr.,,,,HIRE DJ EA Mg MEC TON - (4 TOTAL EA t1 ) lo p E gi - 'L(411444 RIZ ARCH II -RICN)PER bi5D.I • 1.1 11......M.MITM.TIMMIMMIMMIII MI il 11%I N A-A ---. 33 MIL X 311 X 3' \-- LAP1-11f.$ACIVLIC It•HIRT MUM PER Mit -1 WV i BRACING,At INNER "TRAM MON cam* 1 DISt 5111 TO Olfitla.RIM TWO RM, ,... Illipk,r CEIUNG PER ARM PERT ' MLITT'BY' 1 ettat Th I b-1°P7 LITE X 5'X 51 PEI NUT ELI 11-4, ------ Top Glass Connection: (E)METAL 1)ECt-\ Ht= 9 FEET wp= 5 PSF Width = 4 FEET (EJ MEL nst../ V ----- (2)OltStitl PDX PER ifix.i V= 45 LBS \-ti ket4 5PlAi ititt rA pittri.:TIOW(4)TOTAL ITop Glass Support OK by Inspection: r. r \ Jew.. -,14 M t PL EMI Catt PCXZ WIPT-71 I —• ••-•‘;\.,.--.–—...- 4171 -11S,„ \ '''- MIMI PT OINIP 6'MAX ii (-777-1) ft /'VW BEST 14/%Mfg van TO I''''' \-pt me cAp T, , 51./2fi:R1 TOP Of GLOL95 BY OMR- I c 1 F C TON A A Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: lat2 Address: Tigard, OR Date: 12/23/08 IIII Client: lnterbrand Design Forum Job No.: 8464 Compression Struts Backspan = 14 FEET V/Wire= 49.3 LBS V thrust= 49.3 LBS Up DL= 0 LBS Ignore Conservative Check Threaded Rod: Diameter= 0.75 IN 0.1875 IN area= 0.44 INA2 KUr= 896 E rod = 29000000 PSI Fa= 186.0 PSI Pcap= 82.2 LBS > 49.3 LBS Therefore OK Use: 0.75 IN Diameter Rod Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: Iat3 Address: Tigard, OR Date: 12/23/08 Client: Interbrand Design Forum Job No.: 8464 . „ P ojector Wt= 50 LBS Max Wt to . op= 500 LBS To instal,the smartMAC on a surface using the qu.ck-release bracket: 4%14 A I Check that the surface or structure used to A support the quick-release bracket can bear '„..-"' • A Lateral = 0.35 W at least 10 times the weight of all instalied --'- -.....„...mit fixtures and equipment . Lateral ASD = 0.25 x A 2 See Figure 4_Fasten the bracket secureky to the mounting surface using eight fasteners 10.-:, • in the 5 5 mm mounting holes A Make sur P max= 12.34 LBS that the bracket when fastened wit;hold: Allim-‘4111111116A least 10 times the weight of the armor i 'C. A B Ht from Roof= 8 FEET 3 Install a safety attachment point(a A M = 98.68 LBS T hardened steel eyebolt.for exam., in the mounting surface.Ensure that. safety Figure 4:Quick-release bracket mounting points attachment point will hold 10 i.:as the weight of the smartMAC Srqd = 0.054825 INA3 4 Attach one end of an app• d safety cable to the safety attachment..' I in the mounting surface.The safety cable can be passed through the hole C in the center of the .:Ming bracket if desired Try: 2" STD Pipe Sprov. = 0.53 INA3 > 0:4825 INA3 Therefore OK i- lUse: Not Used , Top PL 1 I M = 98.68 LBS FT SEWINti A.:1+ W.6-TrON B-1: Size= 6 IN fimxere., /^511.1P5f7.ivy fr FA WI,FA F. 411;WI X 41.04 MUS- D= 4.275 IN ,- --AO.FLAT P fA T&C- 2'77.0 LE3S ------- ...Fi---,----- .41 PoIr ',sfmeK learWaillibnitni - No Conn. = 2 Fi. 1 ., A 0 NI I fla 74 T&C/Conn = 138.5 :S i V ' W t to Support= ,10 LBS I \-L'I:A SUIT • El.CRECTIO4(4)1,,,f AL No Conn. = 4 1,____ AD' T Wt= 125 LBS AV.,w(a a/... ITmax= 263.5 LBS I , ., 7410 taT'S IP(10 i.ws..=,. =II*rrA, -1•sake; \it 'aim,rts*so -,,,,----..-- Try 3/8" Diam Lag x 3"emb. Tcap = 756 LBS > 263.5 LBS Therefore OK 'Use: 3/8" Diam Lag x 3"emb. 1 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue,WA 98005 (206)614-0949 Project: Clearwire Washington Square Pg. No: lat4 4ftuo....„ ' Address: Tigard, OR Date: 12/23/08 MI Client: Interbrand Design Forum Job No.: 8464 Form 2a Project Name: Clearwire Washington Square Mall Page: SUMMARY Project 1. Project Name Clearwire Washington Square Mall 2. Project Address 9585 SW Washington Square Road 3. City/Town Tigard 5.County Washington • 4. Building,Gross Area(ft2) 724 6. No.of Floors 1 7. Construction Site Elevation Above 2,000 ft? ❑YES ENO Attached Chapter Type ID Description Attach Forms and Building Enve lope Form 3a Building Envelope-General ❑ Worksheets 3b Prescriptive Path-All Climate Zones ❑ * CodeComp Report for Simplified Trade-off ❑ *In lieu of 3b * Floppy disc with .occ CodeComp file ❑ Check boxes to indicate attached Worksheet 3a Wall U-factor ❑ forms and 3b Roof U-factor ❑ worksheets 3c Floor U-factor ❑ 3d Window/Skylight Schedule ❑ Systems Form 4a Systems-General S 4b Complex Systems ❑ Worksheet 4a Unitary Air Conditioners-Air Cooled ❑ 4b Unitary Air Cond. -Water&Evap Cooled ❑ 4c Unitary Heat Pump-Air Cooled ❑ RECE1V 4d Unitary Heat Pump-Water Cooled ❑ 4e Packaged Terminal A.C.-Air Cooled ❑ 4f Packaged Terminal Heat Pump-Air Cooled ❑ JAN 0 2 2009 4g Water Chilling Pkgs-Water&Air Cooled ❑ 4h Heat Rejection Equipment ❑ CITY OFTIGARD 4i Boiler- Gas-Fired and Oil-Fired ❑ BUILDING DIVISION 4j Furnace&Unit Heaters-Gas and Oil-Fired ❑ 4k Simultaneous Heating and Cooling ❑ 41 Air Transport Energy ❑ 4m Natural Ventilation ❑ Lighting Form 5a Lighting-General 5 5b Interior Lighting Power-Tenant Method ❑ 5c Int. Ltng. Power-Space-by-Space Method S Worksheet 5a Lighting Schedule S 5b Interior Lighting Power El Applicant 7. Name Tim Raberding 10.Telephone 937.439.4400 8. Company -Design Forum Engineering, Ind. 11. Date m4 12/23/08 9. Signature Attached No.of Pages Description of Documentation Document- 0 No envelope changes to existing bldg. ation aa111/11a:2ri uompnance witn uSSC,effective u i/u i iuo Form 4a Project Name: Clearwire Washington Square Page: SYSTEMS - GENERAL 7. Economizer Cooling (Section 1317.3) IS No Cooling. The building plans do not call for a new fan system with mechanical cooling. ❑ Complies. Each new fan system has an air economizer capable of modulating outside-air and return-air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception ❑-1 ❑-2 ❑-3 El-4 [I]-5 C7-6 ❑-7 If Exception 3 is selected complete the following: (a)Total cooling capacity of exempt units (Btu/hr) n/a (b) Total installed building cooling capacity(Btu/hr) n/a ❑ Complies. Sum of exempt units rated at less than 54,000 Btu/hr is <240,000 Btu/hr or a/b Unit Identifier of exempt units: n/a The plans/specs show compliance in the following locations: n/a 8. Economizer Pressure Relief& Integration (Section 1317.3.1 and 1317.3.2) o No Economizers Required. Project does not contain a new fan system requiring economizers. ❑ Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. ❑ Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception.The applicable exception is Section 1317.3.2, Exception ❑-1 ❑-2 The plans/specs show compliance in the following locations: n/a 9. Hot Gas Bypass (Section 1317.5) El No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass <240,000 Btu/hr 50% ` 2 >240,000 Btu/hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu/h 4-3 April 2005 Compliance with OSSC,effective 01/01/05 Form 4a Project Name: Clearwire Washington Square Page: SYSTEMS - GENERAL 10. Shutoff Dampers (1317.4.3.3) o Not Required. Shutoff dampers are not required on this project. ❑ Complies. Each outdoor air supply&exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception 0-1 0-2 0-3 0-4 0-5 0-6 The plans/specs show compliance in the following locations: N/A 10.1. Shutoff Damper Controls (Section 1317.4.3.3.1) ❑ Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm-up, cooldown, or setback. ❑ Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans/specs show compliance in the following locations: N/A 10.2. Motorized Damper Leakage (1317.4.3.3.2) ❑ Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. The plans/specs show compliance in the following locations: N/A 11. Piping Insulation (Section 1314) o No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. ❑ Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1, Exception 0-1 0-2 12. Occupancy Ventilation O Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code. ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section1203.4.1, Exception. Attach worksheet 4m. The plans/specs show compliance in M-1 the following locations: The plans/specs show compliance yJ . on the following pages: Q M-1 4-4 April 2005 Compliance with OSSC,effective 01/01/05 Form 4a Project Name: Clearwire Washington Square Page: SYSTEMS - GENERAL 13. High Occupancy Ventilation (Section 1317.2.2) ❑ Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 1004.1.2 have a means to automatically reduce outside air intake. Identify applicable systems: n/a Plans/specs indicate where equipment(i.e. carbon dioxide sensor)and sequence is specified: n/a ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. 0 No High Occupancy Systems. Project does not contain an HVAC system as described above. 14. Exhaust Air Heat Recovery (Section 1318.3) O Not Regulated. HVAC system does not have: 1)design supply air cap. of>10,000 cfm, and 2) min. outside air supply>70%, and 3)at least 1 exhaust fan rated at 75%of min outside air ❑ Complies. Heat recovery system increases outside air temperature by 20°F (Climte Zone 1) or 30°F (Zone 2)and has provision to provide bypass during air economizer mode. ❑ Exception.An HVAC system qualifies for an exception to this requirement. Applicable exception from Section 1318. ExCiptiO-3 0-4 0-5 0-6 0-7 The plans/specs show compliance in the following n/a locations: 15. Large Volume Fan Systems (Section 1318.4.2.4) El Not Regulated. The building plans or specifications do not call for fan systems over 15,000 CFM that serve a single zone and function for the purpose of temperature control. ❑ Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce airflow as required by Section 1318.4.2.3. The plans/specs show compliance in the following n/a locations' 16. Variable Speed Drives (Section 1317.10.3.1) 0 Not Regulated.The building plans or specifications do not call for fan and pump motors 10 horsepower and greater that serve variable-flow air or liquid systems. ❑Complies.All fan and pump motors 10 hp and greater which serve variable-flow air or liquid systems are controlled by a variable-speed drive. ❑ Exception.The building qualifies for an exception to the variable-speed drive requirement. Portions of the building that qualify: n/a Applicable code exception is Section 1317.10.3.1, Exception . The plans/specs show compliance in the following n/a locations. 17. Service Water Heating (Sec. 1315) O No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. ❑ Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception.The applicable code exception is Section: n/a Exception: ilL Portions of the building that qualify: n/a �'" N` The plans/specs show compliance in the following locations: n/a 4-5 April 2005 Compliance with OSSC,effective 01/01/05 Form 4a Project Name: Clearwire Washington Square Page: SYSTEMS - GENERAL 18. Swimming Pools, Spas and Hot Tubs (Section 1315.5) El No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On/Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON/OFF switch as required by Section 1315.5.1. ❑ Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies.All heated pools, hot tubs and spas are equipped with a cover. ❑ Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft2 utilize recovered heat as , required by Section 1315.5.3. ❑ Exception. Heat recovery is not necessary as pool is heated by renewable energy or waste heat recovery sources capable of providing at least 70 percent of the heating energy required over an operating season. 19. Fume Hoods (Section 1317.2.1.) 1 No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. ❑ Complies. Fume hood systems have at least one of the following features: ❑Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled no cooler than 3° F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. El Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3 - Exhaust Air Energy Recovery, without using any exception. The plans/specs show compliance in the following locations: n/a 20. Parking Garage Ventilation (Section 1317.2.3) O No Enclosed Garages. The building plans and specifications do not call for enclosed Group S-2 parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1317.2.3. ❑ Exception. Open parking garages. 21. Kitchen Hoods (Section 1317.11) o Not Regulated. The plans/specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ❑ Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60°F; and (b) uncooled or evaporatively cooled. The plans/specs show compliance in the following locations: n/a 22. Outside Heating Systems (Section 1317.12) O No Outside Heating Systems. The plans/specs do not call for new permanently installed heating systems outside the building. ❑ Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. 4-6 April 2005 Compliance with OSSC,effective 01/01/05 Form 5a Project Name: Clearwire Washington Square Page: LIGHTING - GENERAL 1.Interior Exceptions (Section 1313.1) ❑ No Interior Lighting.The building plans and specifications do not call for new or altered interior lighting. Skip to item 5,Exterior building Lighting-General,below. Exceptions ❑ Exceptions.1.The building or part of the building qualifies for an exception from code lighting Discussion of qualifying requirements.Applicable code exception is number: n/a exceptions in instructions section. 2.Lighting equipment that qualifies for an exception-in addition to general lighting and is separately controlled.Applicable code exception is number: n/a Areas of the building and equipment that qualify for any exceptions: Plans/Specs Show compliance by including a n/a drawing sheet,detail number, and/or specification section and subparagraph. 2.Local Shut-off controls (Section 1313.3.1.1) p Complies.At least one local shut-off lighting control for every 2,000 square feet of lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control is detailed in the building plans on drawing number: E-2 ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1.1,Exception: n/a Portions of the building that qualify: n/a 3.Automatic Shutoff Controls (Section 1313.3.1.2) O Not Applicable.Office floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet.No offices less than 300 square feet,meeting or conference rooms,or school classrooms. ❑ Complies.All interior lighting systems are equipped with a separate automatic control to shut off lighting during unoccupied periods.Offices less than 300 square feet,meeting and conference rooms,and school classrooms are equipped with occupancy sensors that comply with Section 1313.3.1.2.1. Compliance details in plans/specs: n/a ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1,2,Exception: n/a Portions of the building that qualify: n/a 4.Daylighting Controls(1313.3.1.3) O No classrooms or atriums with skylights or window to wall ratio greater than 50%. ❑ Complies.All classrooms and atriums with window to wall ratio greater than 50%and/or skylights are equipped with automatic daylight sensing controls,as required by Section 1313.3.1.3.1 and Section 1313.3.1.3.2. The daylight sensors specified comply with Section 1313.3.1.3.3. Compliance details in plans/specs: n/a Exterior Build-ing 5.Exterior Lighting(Section 1313.5) Lighting p Complies.The plans do not call for use of incandescent or mercury vapor lamps for use on building exterior. is lighting directed to illuminate ❑ Exception.The building plans indicate luminaires with incandescent or mercury vapor lamps,but are the exterior of the building and specified for use in or around swimming pools,water features,or other locations subject to requirements adjacent walkways and loading areas with or without canopies. of Article 680 of the 2002 National Electrical Code. Clock Switches shall be astronomic(seasonal 6. Exterior and Canopy Lighting Controls(Section 1313.3.2) correcting)type with separate p Complies.The building plans and specifications include photoelectric and/or clock switches on all exterior programs for each day of the week and shall store energy to lighting systems which are designed and programmed to extinguish lights when daylight is present,as maintain timekeeping during required by Section 1313.3.2. power outages. 7. Connected Lighting Power(Section 1313.4) YES Complies. The lighting power does not exceed the power allowance established in either the Tenant Space Method(Form 5b)or the Space-by-Space Method(Form 5c). al Tenant Space Method(Form 5b) ■Space-by-Space Method(Form 5c) V2.4.3-Compliance with 2007 OSSC Form 5c Project Name: Clearwire Washington Square Page: INTERIOR LIGHTING POWER - Space-by-Space Method Lighting Power 1. Total Interior Lighting Power Budget from Worksheet 5b-1 (Sum of Column(I)) 1,389 Budget 2. Total length of track lighting(ft) - Track Lighting Power 3. Line 2 multiplied by 50 Watts/ft 4. Total amperage of circuit breaker(s)serving track lighting(amps) - 5. Voltage of circuit breaker serving track lighting(volts) - 6. Maximum wattage of track lighting(multiply line 4 by line 5) 7. VA rating of the inline current limiter or the low voltage transformers - 8. Track Lighting Power(the lesser value of line 3,6 or 7) Building's 9. Total Interior Lighting Power from Worksheet 5b-1 (Sum of Column(m)) + 1,218 Interior 10. Total Adjusted Lighting Power (line 8+line 9) = 1,218 Lighting Power 11. Does Interior Lighting Design Meet Budget? Line 10 must be no greater than line 1. YES Exterior Canopy 12. Do Exterior Canopies Meet Budget (Worksheets 5c)? N/A Parking Garage Lighting Power 13. Does Parking Garage Meet Budget (Worksheets 5c)?. N/A 14. Does Each Space With Retail Display Lighting Meet Budget(Worksheets 5d)? N/A Retail Display Lighting Power 15. Is The Total Retail Display Lighting Additional Power Less Than 17,500 W(sum of line 9 on Worksheets 5d) N/A 16. Does Retail Display Lighting Meet Budget? N/A <„, 15-3 Compliance with OSSC,effective 01/01/05 Works Project Name: Clearwire Washington Square Page: LIGHTING FIXTURE SCHEDULE (see Table 5c in instructions for default luminaire power). (a) (b) (c) (d) (e) (f) Is Lum Luminaire Luminaire ID Luminaire Lamp Ballasts Power From Type Description No. Description No. Description (watts) Table 5c P1 Fluorescent Linear Lamps T5 . 1-F28T5-ELECT-30W • 1 F28T5 1 Elect.Program Start 30 YES . P1NL I Fluorescent Linear Lamps T5 1-F28T5-ELECT-30W • 1 F28T5 1 Elect.Program Start 30 YES P2 1 High Intensity Discharge-Metal Halide . 1-M35/39-ELECT-44W • 1 M35/39 1 Electronic 44 YES p3 ( Compact Fluorescent Triple 21 1-CFTR26W/GX24q-3-ELECT-28W j 1 CFTR26W/GX24q-3 1 Electronic 28 YES P3NL 1 Compact Fluorescent Triple •a 1-CFTR26W/GX24q-3-ELECT-28W • 1 CFTR26W/GX24q-3 1 Electronic 28 YES p4 I User Defined . LED • 25 LED 0 LED Driver 150 NO P5 Fluorescent T8-4 foot 2-F32T8-ELECT NO-62W • 2 F32T8 1 Electronic Normal Output.RS 62 YES P6 ( User Defined . 150W Iluminator Projector _ 1 Uknown bulb type 0 n/a 190 NO R1 Fluorescent Linear Lamps T5 1-F28T5-ELECT-30W • 1 F28T5 1 Elect,Program Start 30 YES R2 I High Intensity Discharge-Metal Halide 1-M35/39-ELECT-44W • 1 M35/39 1 Electronic 44 YES R3 I Compact Fluorescent Triple . 1-CFTR26W/GX24q-3-ELECT-28W • 1 CFTR26W/GX24q-3 1 Electronic 28 YES R3NL Compact Fluorescent Triple 1-CFTR26W/GX24q-3-ELECT-28W • 1 CFTR26W/GX24q-3 1 Electronic 28 YES R4 I Fluorescent T8-4 foot 2-F32T8-ELECT NO-62W J� 2 F32T8 1 Electronic Normal Output.RS 62 YES P7 Fluorescent T8-4 foot .1--2-F32T8-ELECT NO-62W .=.) 2 F32T8 1 Electronic Normal Output.RS 62 YES R1NL Fluorescent Linear Lamps T5 1-F28T5-ELECT-30W • 1 F28T5 1 Elect.Program Start 30 YES -1 LI 1 R - - J J - • _ A.11 A A -1 -1 - J -1 Jf 1 �--`- -,J V2.4.1-Compliance with 2007 OSSC i Worksheet 5b-1 Project Name: Clearwire Washington Square Page: INTERIOR LIGHTING POWER Space-by-Space Method Only Skip to column(f)if using the Tenant Space Method (a) (b) (c) (d) (e) Lum ID (9) (h) (I) U) (k) from Quantity of Room ID (do Space Type Space Lighting Power Worksheet Luminaires(or Luminaire Lighting Room not leave any Area (Table 13-H) Type Budget 5a Column lineal ft for track Power Exempt Power Total Ltg. blanks) • (ft2) (enter space type only once per room) LPD (b)x(d) (a) lighting) (Watts) Fixtures (g)x(h) Power Each room -- — R1NL NL .1 30 ❑ - - must be -- -- R1NL •1. 30 ❑ - — identified. Storage 49 Active Storage 0.8 39 P7 .1 1 62 ❑ 62 62 Describe luminaires for each individual Sales 675 Retail-Other Merchandise Sales Area 2 1,350 P3 7 28 ❑ 196 196 room in plans. — -- P3NL . 1 28 0 28 — — R3NL +1 2 28 0 56 - - R1 .1 8 30 ❑ 240 - - -- R1NL .1 2 30 ❑ 60 — For track lighting — — R2 .1 15 44 ❑ 660 — enter lineal feet in 1 column column(g). -- — ' - ❑ - -- - — H - ❑ - — Column(k),enter — — • - ❑ - -- sum of column(j)for each room only once -- -- -I - ❑ - -- at first entry for the -- — - - — room.See example - in instructions. -- -- - ❑ - -- - - -I - ❑ - -- - - .1 - ❑ - - -- - • - ❑ - - ' - - - ❑ - -- - - •1 - ❑ - -- - - . -1 - ❑ - - -- - •i - ❑ - - -- -- - •1 - ❑ - - - -- .1 - ❑ - - , - - - ❑ - - -- - • - ❑ - - - - - ❑ - - — — H - ❑ - - - - -1 - ❑ - - - - H - ❑ - -- - - -1 - ❑ - -- -- -- •( - ❑ - -- -- -- . -1 - ❑ , - - - -- • - ❑ - - - - - - , 0 - - - - - - ❑ - -- - - •1 - ❑ - - - -- • - ❑ - - - - • - ❑ - -- -- -- •1 - ❑ - - -- - H - ❑ - • -- ❑724 Worksheet 5b-1 Total Budget 1,389 Wksht 5b-1 Total Lighting Power(excluding exempt/track fixtures) 1,218 Other Pages Total Number of Additional Worksheet 5b (0 J List the additional worksheets nece- ssary to catalog all _ - luminaires in building (I) (m) (n) Lighting Power Budget:Space Proposed Buiding Lighting by-Space only(Total of Power(Total of column(k), Area Sqft(not required Worksheet Number column(e)) excluding exempt/track) for Tenant Method) 5b-1 1,389 1,218 724 5b-2 5b-3 Sum of additional 5b worksheets c".•' :—. Total Budget(of all worksheets) 1,389 1,218 724 5-5 V2.4 1-Compliance with 2007 OSSC _ , c: Icha row re AT WASHINGTON SQ . MALL 9585 SW WASHINGTON SQ. RD . SUITE J1 TIGARD , OREGON 97223 TOTAL LEASED AREA: 806 SQ. FT. TOTAL RETAIL AREA: 695 SQ. FT. TOTAL INCIDENTAL USE AREA: 111 SQ. FT. TENANT IMPROVEMENTS OF TIGARD Anwoved 111 condidoludlY APPItimdow, Su Law to Iktibw..., ,. . . . tara , elt1" 0,00 , . 0-km-lrieOMTSaiEolo. Project * 865606 . 00 DEFERRED ..: . ci. Pro*Mk* 104;10 ' afre AIMS illkilINIS, . afreb atal . Issued for .... Permit - 12 . 23 . 08 Odor 4mos, CO CY) owl Z CM "I'll 0 CN1 OFFICE COPY gt 1.11111 NI 2 0 CA 0 0 z limme (/) X 0 0 ORIGINAL ISSUE m. • CO 12 . 23 , 08 z act 0 um' cc Lam Fs- 0 IA LU CC 1.1100101 (1) MO ir Imo 4 deSlgrilforlma 0 onisp'''')tA L, '1 ' ,'%'\%1 I, i .•40/...- - t ,, A.% ' ' '',. ts) 4 CO Ems 0 architects , - ......... • zCD (/) ill: tp,,, i ,- 40 f,, rt'6 414 iii4 CT (1-11:3 °4:4 - - -- _._ _ _ _ _ , , 1 I 2 3 - 4 1 5 I 6 1 7 1 8 1 9 1 10 1 11 I 12 AB ANCHOR BOLT FLUOR FLUORESCENT OPNG OPENING 1. ALL WORK AND MATERIALS SHALL BE INSTALLED IN 7. THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED ACT ACOUSTICAL CEIUNG FOC FACE OF CONCRETE OPP OPPOSITE DOOR MARK DOOR MARK PARTITION KEY ACCORDANCE WITH ALL CODES HAVING JURISDICTION. TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY ( ACC ACCESSORY HUTCH FOF FACE OF FINISH 2. ALL WORK SHALL BE PERFORMED IN CONFORMANCE KIND (1) BETWEEN THE ARCHITECT AND CONTRACTOR, AW ACOUSTICAL WALLCOVERING FOS FACE OF STUDS P PANT B WITH THE BUILDING MANAGEMENT'S RULES AND ACOUST ACOUSTICAL FOW FACE OF WALL PL PLATE (2) BETWEEN THE OWNER AND A SUBCONTRACTOR OR clearw re REGULATIONS. gETV UB-SUBCONTRACTOR, OR ( BETWEEN ANY PERSONS ADJ ADJACENT, ADJUSTABLE FR FIRE RATED/RETARDANT P. LAM, PL PLASTIC LAMINATE 101 101 OR 3. MODIFICATIONS TO THE BASE BUILDING STRUCTURE, OWNER AND AL,ALUM ALUMINUM FRP FIBERGLASS REINFORCED PLAS PLASTER _ ALT ALTERNATE POLYESTER PANEL PLYWD PLYWOOD =NUMB INTERIOR ELEVATION INDICATOR CORE AREAS AND UTIUTY SYSTEMS ARE NOT IN THIS CONTRACTOR. AP ACCESS PANEL FRT FIRE RETARDANT TREATED PNL PANEL, PANEL BOARD .� PARTITION TYPES CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS 8, EXECUTION OF THE CONTRACT BY CONTRACTOR IS A APPROX APPROXIMATE FT FOOT, FEET PP PREFINISHED PANELS ROOM NAME OR AS REQUIRED TO COMPLETE THE WORK INDICATED REPRESENTATION THAT THE CONTRACTOR HAS VISITED ARCH ARCHITECTURAL FURR FURRING PR PAIR PROJ PROJECT _ ON THESE DRAWINGS. THE STTE AW AWNING FABRIC PROP PROPERTY ( 101 4. ZCOND NSUND R W BECOME ICH THE WORK ST BE WASHINGTON SQ MALL G GROUT P.T. PRESSURE TREATED ROOM NUMBER D PAY FOR ALL FEES, CHARGES AND PERMITS PERFORMED. THE CONTRACTOR SHALL VERIFY ALL B BASE GA GAUGE Fr POINT BD BOARD GALV GALVANIZED PTD PAPER TOWEL DISPENSER KO 11051215 LOLUMILBEEEBIZEJEIDS FIXTURE TAB REQUIRED AS WELL AS FOR HAULING, RIGGING AND EXISTING CONDITIONS BEFORE COMMENCING WORK AND 9585 SW WASHINGTON SQ. RD. BG BUMPER GUARD GB GRAB BAR PTN PARTTION TRANSPORTATION CHARGES. SHALL NOTIFY ARCHITECT AOR ENGINEER IF A '� BLDG BUILDING GEN GENERATOR PWR POWER FINISH NUMBER SECTION NUMBER DETAIL NUMBER 5. THE CONTRACT DOCUMENTS CONSIST OF THE CONDmON EXISTS WHICH ;1D1 REV ENTS THE CONTRACTOR SUITE • J1 BUC BLOCK GL GLASS �' AGREEMENT BETWEEN OWNER AND CONTRACTOR FROM ACCOMPLISHING THE INTENT OF THE DRAWINGS. TIGARD, OREGON 97223 BIM BLOCKING GND,GRND GROUND QT QUARRY �� - O � � (HEREINAFTER REFERRED TO AS THE AGREEMENT BM BEAM GWB GYPSUM WALLBOARD QTY QUANTITY P 1 ,_ C�aL ,_9 ( AGREEMENT) 9. THE TERM "WORK" MEANS THE CONSTRUCTION AND BOT BOTTOM GYP GYPSUM 9 ■„ / WITH CONDITIONS OF THE CONTRACT (GENERAL SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, CLIENT R RISER BSI M .SHEEUEES =BM SHEET NUMBER SHEET NUMBER SUPPLEMENTARY AND OTHER CONDITIONS). DRAWINGS, WHETHER COMPLETED OR PARTIALLY COMPLETED, AND CAB CABINET HB HOSE BIBB RDD, R RADIUS �� ExECIUTIONI OF THE AGREEMENT, OTHERRDOCUMENTS INCLUDES AND SERVICES PROVIDED OR TO BE MATERIALS,PROVIDED PBY THE CLEARWIRE CB CONCRETE BLOCK HC HANDICAPPED RD ROOF DRAIN = CEM CEMENT HD HEAD REFL REFLECTED CER CERAMIC HDWE HARDWOOD REINF REINFORCED USTED IN THE AGREEMENT AND MODIFICATIONS ISSUED GRAPHIC SYMBOLS , CONTRACTOR TO FULFILL THE CONTRACTOR'S CF CONCRETE FINISH HDWR HARDWARE REQ, REQD REQUIRED Hit AFTER EXECUTION OF THE AGREEMENT. OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE 4400 CARILLON POINT CG CORNER GUARD HM HOLLOW METAL RESIL RESIUENT 6. THE INTENT OF THE CONTRACT DOCUMENTS IS TO OR PART OF THE PROJECT. KIRKLAND, WA 98033 CJ CONTROL JOINT HORIZ HORIZONTAL RF RESIUENT FLOORING INCLUDE ALL ITEMS NECESSARY FOR THE PROPER CKT CIRCUIT HR HOUR RM ROOM EXECUTION AND COMPLETION OF THE WORK BY THE PHONE: (425) 216-7849 CL CLOSET HT HEIGHT RO ROUGH OPENING CONTRACTORS. THE CONTRACT DOCUMENTS ARE CONTACT: JEFFREY SCHOENBERG CLKG CAULKING HVAC HEATING, VENTILATING, AIR RWL RAIN WATER LEADER - -� to 3+ '1; MILLWORK oW�i'+�'��'�• Gc COMPLEMENTARY AND WHAT IS REQUIRED BY ALL CLG, CELL CEIUNG CONDONING Lx111SION OR SECTION HAKE ` ' 3'"' CC DMSION OR SECTION E-MAIL: Jeffrey.Schoenberg®clearwire.com - CLR CLEAR S SOUTH RJ SH FURNISH P4srul FURNISH mow- FISH FINISH- F I�•� PERFORMANCE BY THE CONTRACTOR SHALL BE CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER SC SOUD CORE 00 CONTRACT REQUIEM'S F-6 *4-WALL MERCHANDISER REQUIRED ONLY TO EXTENT CONSISTENT WITH THE COL COLUMN IN INCH SCHED SCHEDULE 1. INSURANCE • A ELECT CONDUIT To NEL w/JBOx - - CONTRACT DOCUMENTS AND REASONABLY INFERABLE ARCHITECT OF R COM CUSTOM HUTCH INSUL INSULATION SD SOAP DISPENSER 2. WANG&PAYMENT • At. PUU.WIRE TO PAI6:L - - FROM THEM AS BEING NECESSARY TO PRODUCE THE CONC CONCRETE INT INTERIOR SECT SECTION 01 GENERAL REQI MENTS A2. ROL CONECnON TO PEURE - - COND CONDmON SF SQUARE FEET 1 PERIM& FE s • - A PLUG _ _ INTENDED RESULTS. DESIGN FORUM ARCHITECTS CONSTR CONSTRUCTION JAN JANITOR SH SHELF 1. GRAPMNE�PEA FEES (EXTERIOR • R. LIGHT FIlffllRFS COPT CONTINUOUS JHA JURISDICTION HAVING SHT SHEET 3. LOW VOLTAGE PERIOTS • • F-7 4 RATTER DISPLAY POS • • cD CONTR CONTRACTOR AUTHORITY SIM SIMILAR 4. C.O. • A. ELECT COMM TO PANEL W/DUPLEX OUTLETS • • G1 0 GENERAL NOTES 575 PARAGON RD. CORER CORRIDOR JST JOIST SL SLIDING / OHIO 45459 CPT, C CARPET ,IT JOINT SPEC SPECIFICATION 5. L3 J LADE/�'� • • Al PUT.ME TO PANEL • • DAYTON, CT CERAMIC TILE SQ SQUARE 6. TEMPORARY UTILITIES • • Al FINAL cONECION TO FDQURE • • CTR CENTER KIT KITCHEN SST STAINLESS STEEL 7. DLIPSTERS • • U. DUPLEX RECEPTACLE PHONE: (937) 439-4400 KP KICK PLATE ST STAIN L1. PROFESSIONAL CLEMNNGS • • B. DATA COMDUf • • 1 FAX (937) 439-4340 D DOWN STD STANDARD 02�E y B.1. PULL WIRE TO SOURCE • • PI't. -- IA I I 1 OCCUPANT LOAD (CHAPTER 0): CONTACT: JEREMIAH TRAMMEL DET DETAIL STL bIttL 1• DEMOLTION • •• B.2. FINAL CONECIION 0 FIXTURE _ •• •• CLEARWIRE DIA DIAMETER LAM LAMINATE, LAMINATED STORE STORAGE E C. err • • WASHINGTON SQ MALL SE's 1004 OCCUPANT LOAD E-MAIL: jtrammel @designforum.com DIFF DIFFUSER LAV LAVATORY STRUCT STRUCTURAL - SALES AREA = 695 SQ. FT. 1. CONCRETE SLAB 0 0 F-8 3 PLATTER DISPLAY POS 9585 SW WASHINGTON SQ. RD. DIM DIMENSION SPEN E LL LANDLORD SUSP SUSPENDED YMMETR C 2. TRENCH PATCH • • A ELECT CONDIHT TO PANEL.W/DUPLEX OUTLET'S - - SUITE J1 - LEVEL 1 OF 1 ACCESSORY USE = 111 SQ. Fr. ENGINEERING FIRM DISP DISPENSER LT LIGHT SYM SYMMETRICAL DO DOOR OPENING 3. FLOOR PAIC1NG/LEVEL. • • Al PULL W1f TO PAN4EL - - TIGARD, OREGON 97223 TAKE 1015.1 DR DOOR M MOLDING T TILE 04 k2. MNAL CONECnON TO - - REFERENCE CODES DESIGN FORUM EN G I N E E R I N G DWG(S) DRAWING, DRAWINGS MACH MACHINE TEL TELEPHONE 1. NOT APPLICABLE I 0 O A3. DUPLEX RECEPTACLE - - BUILDING CODE : 2006 IBC WITH 2007 STATE OF OREGON SALES FLOOR = 695 SQ. FT. 30 = 24 OCC. INCIDENTAL AREA = 111 SQ. FT. DWR DRAWER MAIL MATERIAL TELCO TELECOMMUNICATIONS 05 GALS B. MTA CONDUIT - - 300 = 1 OCC. MAX MAXIMUM TEMP TEMPERED 1• SAL suo MMHG • • 8.1 PULL OE TO SOURCE _ _ STRUCTURAL SPECIALTY CODE AMENDMENTS TOTAL OCCUPANT LOAD = 25 OCC. 7575 PARAGON RD. `'- E EAST MECH MECHANICAL THK THICK, THICKNESS 2. CHORES,CUPS, ETC. • • B.2. FINAL CONECTION 0 FaUI E _ _ PLUMBING CODE : 2006 UPC WITH 2008 STATE OF OREGON EXITS PROVIDED = 1 EA EACH MEMB MEMBRANE TMO T-MOBILE 3 sTRUC>URAI.STEEL 0 0 C. POsPIENT _ _ PLUMBING SPECIALTY CODE AMENDMENTS TOTAL EXITS REQUIRED = 1 DAYTON, OHIO 45459 EIFS EXTERIOR INSULATION FINISH MET, MTL METAL TOS TOP OF STEEL I F-9 G Foci. • • MECHANICAL CODE : 2006 INC WITH 2007 STATE OF OREGON PHONE: (937) 312-8876 SYSTEM MFR MANUFACTURER TOW TOP T ' WALL 1 ROUGH CARPENTRY • • A. ELECT CONDIXr TO PANEL.W/JBOX • • FAX: (937) 439-7247 EJ EXPANSION JOINT MH MANHOLE TT TOILET TISSUE DISPENSER MECHANICAL SPECIALTY CODE AMENDMENTS EL, ELEV ELEVATION MIN MINIMUM TYP TYPICAL 2. F .SH C • • A.1 PULL W IE TO PAIEL • • ELECTRICAL CODE : 2008 STATE OF OREGON ELECTRICAL CONTACT: TIM RABERDING ELEC ELECTRIC, ELECTRICAL MIR MIRROR 07TH ER AL/MOISTURE A.2. FINAL C ONECTION 1O WWI • • SPECIALTY CODE ELEV ELEVATOR MISC MISCELLANEOUS UNF UNFINISHED 1. FRAIL SAFFIG 0 0 F-10 IN-WALL FOCAL FIRE CODE : 2007 OREGON ARE CODE E-MAIL: EMER EMERGENCY MO MASONRY OPENING UON UNLESS OTHERWISE NOTED 2. WATERPROOANG 0 0 A ELECT CONDUIT TO PANEL W/,BOX - - LOCAL CODE : 2007 STATE OF OREGON SPECIALTY CODE CH. 11 traberding@designforum.Com ENCL ENCLOSURE M/R MOISTURE RESISTANT 3. SEALANT a CALXLaNG • • At PULL WIRE TO PA/EL - - AICESSIBNUTY CODE TABLE 1016.1 MAXIMUM TRAVEL DISTANCE 250' MAX. EQUIP EQUIPMENT MTh MOUNTED VCT VINYL COMPOSION TILE 4 ROOF CLAMS& 0 0 Al. FINAL CONECTTON TO FDQURE - - 2008 FEDERAL ACCESSIBILITY GUIDELINES WITH EWC ELECTRIC WATER COOLER MTG MEETING, MOUNTING VERT VERTICAL DOORS 13. GRAPHIC • AMENDMENTS PER OREGON SPECIALTY CODE SECTI 1021.2 WIDTH OF EXIT PASSAGEWAY FIRE NOTES EXH EXHAUST MUL MUWON VEST VESTIBULE 1• 5[ORE�TtONT DOORS • • 1. N�tTFJ80R GRAPHICS • • MINIMUM WIDTH = 44 (> 50 OCCUPANTS EXIST EXISTING VWC VINYL WALLCOVERING � DOORS • • 2. EXTERIOR GRAPHIC • • OCCUPANCY CIAS.SGROC�APTIM N (CHAPTER 3}: 1 BUILDING Si�NQERE�. GC TO PROVIDE SPRINKLER DESIGN/ BUILD EXP EXPANSION, EXPOSED N NORTH W WEST 3. STOREFRONT GUM&FRANC SYSTEM • • A ELECT CONDUIT TO PANEL w/JBOX • • ACCESSIBILITY (CHAPTER 11): DRAWINGS BY A CERTIFIED SPRINKLER INSTALLER AND OBTAIN PERMIT. EXT EXTERIOR NEC NEOPRENE 4 ,ARE • • At PULL WIRE TO PANT. • • TYPE OF CONSTRUCTION (CHAPTER 6). THESE PLANS COMPLY WITH ALL OF THE 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE FA FLAT ALARM NO NOT IN CONTRACT W/ WITH NI-N '01 PROVISIONS SET FORTH IN THIS CHAPTER AND REQUIREMENTS. ``' FB FLAT BAR NO NUMBER WC WALL COVERING, WATER 09 • • MECHANICAL PENETRATIONS PATCHING - - FIRE PROTECTIONS STEMS CHAPTER 9 . 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE NUMBER FD FLOOR DRAIN NOM NOMINAL CLOSET 1 } WITH "THE AMERICANS WITH DISABILITIES ACT". 3 FDN FOUNDATION NTS NOT TO SCALE WD WOOD 1. FLOORS FRAMING / SUPPORTS O O S'FCT 1 903 - FUI I SPRIN I FRFD FE FIRE EXTINGUISHER WDO WINDOW A CARPET • • HEATERS (DUCT) 0 0 AND LOCATION AS DIRECTED BY THE ARE DEPARTMENT FIELD INSPECTOR. FEC FIRE EXTINGUISHER CABINET OA OVERALL WF WOOD FLOOR B• VCT • • HEATERS (CEIUNG AND BASEBOARD) - - 4. GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND/OR INSTALL ANY FIN FINISH OBS OBSCURE WM WALK-OFF MAT C. WOOD • • HVAC UNITS 0 0 El 0 CODE NOTES SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER FIX, FIXT FIXTURE OC ON CENTER W/0 WITHOUT p • • puck 0 0 GOVERNING MUNICIPALITY. PROVIDE DESII BUILD DRAWINGS FOR SEPARATE D.FL, FIR FLOOR OD OUTSIDE DIAMETER WP WATERPROOF APPROVAL 2. BASE DAMPERS, DIFFUSERS, GRILLES • • ` FLASH FLASHING OFF OFFICE WR WATER RESISTANT A RESIJENr BASE • • TOILET ROOM EXHAUST - 5. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND WT WEIGHT 3. WALLS /SOFFITS DUCT SMOKE DETECTORS 0 0 INSTALLATION. PROCEDURES SHALL BE APPROVED BY THE BUILDING A PART • • CONTROLS / CONNECTIONS • • DWG # DRAWING TITLE MOST CURRENT ISSUE INSPECTOR PRIOR TO INSTALLATION. S B. FRP MI PANELS • • TESTING 1 BALANCING • • ARCHITECTURE 6. PROVIDE FIRE DAMPER WITH FUSIBLE LINK WHEREVER DUCT WORK D 1 AB BREVIATION 4. t1NG ELECTRICAL PENETRATES 1-HR WALL, UNLESS OTHERWISE NOTED. A. ACOUSTICAL TIE/GRO • • SERVICE TO PREMISES - CONDUIT 0 0 COVER COVER SHEET PERMIT 12/23/08 7. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE ARE R. GYP. no. SOFFITS • • SEI ACE TO PREMISES - WIRE 0 0 DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. o 10 SPECN.TLES METER BASE 0 0 A-0 ARCHITECTURAL DATA SHEET PERMIT 12/23/08 8. DURING CONSTRUCTION, THE GENERAL CONTRACTOR IS TO PROVIDE A FFiE p� • • METER 0 0 A-0.1 PARTIAL SITE PLAN PERMIT 12/23/08 PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A 11 N A TELEPHONE/ DATA TO PREMISE 0 0 - WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON • - CONDUIT& WIRE 0 0 A-1 DEMOLITION FLOOR PLAN PERMIT 12/23/08 EACH FLOOR F-1 ENTRY WALL _ _ TELEPHONE / DATA IN PREMISE • • A-2 FLOOR PLAN PERMIT 1 Z/23/08 9. CONTACT OPERATING MANAGER REGARDING ARE ALARM REQUIREMENTS AND :f ,� r A ELECT CONDUIT TO PAM W/SOX - - - CONDUIT • • INSTALLATION. INSTALLATION AND DEVICES AT GC'S EXPENSE. TENANTS SPACE ;w. 8 • H PERMIT 12 23 0 _ A 2.1 FINISH SCHEDULE T EQUIPMENT CABLE At. PULL WIC TO PANEL TELEPHONE DATA E QU / REQUIREMENTS. ,..., .. .. ALARM EE MUST A. .A. ARE ALAN US MEET D .,. M Q . ;;, �y :, • • ,. _ _ EQUIPMENT WIRING ,• ELECTRICAL E , ,, t �tP Al A2. FINAL CONECTTDN TO FOIE::: << rg ,: A 3 REFLECTED CEIUNG PLAN PERMIT 1 f" - w t.. 4 F-2 EPICENTER •• • OUTLETS AND SWITCHES • • - - "$ �'' LIGHT FIXTURES •• •• A-3.1 SEISMIC CEILING DETAILS PERMIT 12/23/08 ,„ .✓Y4'�. t �t�r.q� - ;�.yw wr A ELECT tXMdDIXT TO PAF�1.W/JBOX •• •• • • . ..,--:.„.:.. .. ,4`•v, ' `< A1. PULL WIRE TO PANEL • • LAMP SUPPLY r3/ :' nl A2 FM. TO AX1URE • • EXFF/ EMERGENCY UGHTS _A-4 FIXTURE & GRAPHIC PLAN PERMIT 12/23/08 • • `� • • A-5 PERMIT 12/23/08 2 `(;� B. • s DATA COOK sECURTnr sYSTi-�M • • A 5 SCHEDULES Jr.:: f •: '.,'>`'.::::.`;:::; :; ::'.:; ; :z __II PULL WIRE TO SOURCE • • SOUND SY5TEM <f , .::. .: _ PERMIT 12/23/08•. B.2. FINAL tX>NEcTroN 0 FUCiIFiE • • SPEAKERS AND SPEAKER WIRE • • A-6 EXTERIOR ELEVATIONS n • • PROJECTORS & PROJECTION SCREENS • • A-7 INTERIOR ELEVATIONS PERMIT 12/23/08 �..� �"' �/ - r, , C. f1A�fl/('/[WL411111�.7/�1JYS E{i{!11'SL111 ;� r L.r`;"1`t?. F-3B 5 PLATTER DISPLAYS • • PLUMBING 0 0 A-9 DETAILS PERMIT 12/23/08 ' ,' . " A ELECT CONDIFT TO PANEL.W/J BOX AND OUTLETS • • SANITARY WASTE TO PREMISES . 'r, ' " M PULL W TO PANEL • • DOMESTIC SUPPLY TO PREMISES 0 0 - `'� `3:> A 10 ADA ACCESSIBILITY DETAILS PERMIT 12/23/08 • ' , A_ FINAL CDNECTION TO BMW • • VENT PIPES TO PREMISES O O A 11 SPECIFICATIONS PERMIT 12/23/08 '', A3. DUPLEX RECEPTACLE • • SUPPLY, VENT, WASTE PIPING 0 0 - `�'�'° rf` ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 L.:yl`?rr•:11, "4 ik. B. DATA COOK • • WATER METER 0 0 r n,r, -;:: %� �: B,1, PUU.WIRE TO ' • • WATER HEATER - - No. Revisions/Submissions Date ` .?xt,�. - ‘,„1,111,/ '',,y. , S C i s t B,Z FINAL MOTION 0 FD IX2E • • WATER s�TENER STRUCTURAL •; s = C. POS EQUF'IENT • • GAS PIPING - - SO.1 GENERAL NOTES PERMIT 12/23/08 C. ACTNATE FOCALS A THRU H • • FIXTURES / EQUIPMENT yf. ;,, ,, S1.<,x SO.2 CEILING PLAN PERMIT 12/23/08 f-.. t w t..<. A ELECT CONDUIT TO PAWL W/LBOX • • FLOOR SINK - 011=111 / ��� �� PM WIRE TO PANEL. • • - - Al ACCESSORIES WASTE PIPING '` -`" • • DOMES11C SUPPLY AND w • • PREVENTION ti �y. A.2. FINN.coNIECTION TO A.3. oI�LEx RECEPTACLE ENGINEERING ,r""�',��e�..;: � . �-��, BACK FLOW �t .0; �r, - - architecture, P.C. m �''F.:►r�traa�d, ..d 4,:x.,, ° B. DATA CONDIXT •• •• POST CONSTRUCTION N:, i.s;.sl� `f %' B.1. PULL WIRE TO SOURCE • •• COMPLETE PUNCHUST • • M-1 MECHANICAL FLOOR PLAN PERMIT 12/23/08 - SPECS;,� _ �;;���,� ,M �� ,.,: ,•..� B.2. FNAL CONEC110N 0 FTX[IFtE ,- OCCUPANCY 3/0 i!; �.l�... :. :N • • FINAL CLEANUP READY FOR OCC / t <��� �, �,�,� �� a • • E 1 GENERAL NOTES AND PERMIT 12 2 8 ,v" .� 4.444 , S `_; • • CERTIFICATE OF OCCUPANCY • • ;.hof, .r E-2 LIGHTING FLOOR PLAN PERMIT 12/23/08 ' `: �� y ;� ` � BOH EQtNT ROOM • • • 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 f�;;u �, E-3 POWER FLOOR PLAN 9 Yt P 77;` A. ELECT CONDtAT TO PANEL W QUAD OUTLETS •• •• PERMIT 12/23/08 r : ,.; � / Donald J. Rethman, Architect In Charge License: 4036 4°.. Al PULE NE TO PANEL • • E-4 FIXTURE WIRING DETAILS PERMIT 12/23/08 Al FINIAL COPECITON O FOIE • • Drawing Title .. B. DA PL /J B DETAILS AND ONE-UNE PERMIT 12/23/08 A R C H I T E C T U R A L CLEARWIRE B.1 PIEL RUE TO SOURCE • • WASHINGTON SQ MALL Hi FIINAL- C"°N 0 MIRE • • DATA SHEET NE RESPONSIBILITY SCHEDULE IS INTENDED TO BE USED AS A GUIDE ONLY, AND IS NOT ALL-INCLUSIVE. ALL „: ,'n. „., , 9585 SW WASHINGTON SQ. RD. NOTES: 1'°,' :- ''e ,�- PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA, NEW C�ISTRUCION • Drawn Project No. TIGARD, OREGON 97223 AND THE EXECUTED LEASE AGREEMENT IN THEIR ENTIRETY. Seal , ` .� :i TENANT'S GENERAL CONTRACTOR IS TO ORDER ALL MATERIALS WITHIN THE FIRST WEEK OF CONSTRUCTION TO Exotic CONSTRUCTION 0 .,, " �.� AA 865606.00 ALLOW ENOUGH TIME FOR DELIVERY. NOT APPLICABLE - ,eta : y. '4, .� $,decked Scale <c AU. LANDLORD WORK TO BE FILED UNDER SEPARATE APPUCATION. g ,£ , � ,;.r.,.,jj� JT/BH NO SCALE il 7 - wl A, i= r► Date Drawing No. Al VICINITY MAP A4 RESPONSIBILITY SCHEDULE Al0 DRAWING INDEX (,-� • .¢, J 5.. �\�� a:a�xF.,.. .�t ,7 �_.: 12/23/08 A-O,,,c-s,, ,,,,, NOT TO SCALE Ffit' ,:; �- n ©2008 DESIGN FORUM ARCHITECTS 1 1 2 1 3 4 5 6 7 8 9 10 11 12 ��--- Z"� ov w , 1 I 2 I 3 I 4 I 5 I 6 7 I 8 I 9 I 10 I 11 12 HANDICAP • re PARKING SIGN.- �'----PUBLIC WAY WHEEL STOP ,,,,,r,,.,,,r,,,,,,,�„1,,,,,,., 11 4 i s' ,..,„ R ;,,,rr.,,,,rrfrr„r,,,.ur,,ur„/.!. ., —\ ° 3'-0” O.C. ;,,,„ ,; ;lr.',.., clearw s $ — SIDEWALK ./�/ ” PAINT W N �' ,- a- STRIPE TYP. ''% ��; ,.. . , , 4'-0” MIN. s�° z 2% ' // j !%!,/r„ ri l�/f!i i!i,!/%rii f,Ul/•!r%ur„iiii,urr/,i,H,lni,,, 1 R ..._ MAX._.._ ,,'f„"" f r, WASHINGTON SQ MALL `�'�” ° SLOPE TYP. /, ,;.,, y"` r / / Y...lf�/fl;/, .„.iii iii iii,r, '��u if/%,i--,--ii, ,,,,iiiiii/i ii/iin!„i.1 i 'i -ALL STRIPING TO LOGADON „,,,,r,,,,,,,,,,,,.,,, „ "f.'..; 9585 SW WASHINGTON SQ. RD. �` 29� MAX. BE WHITE TYP LEVEL 1 OF 1 ��,,,,,,,f,,,,f„f, f,,,;,,,,,,,,,,,,,.,,; ,,,,,,,;,,, ;. ,,.. ' ''�.`iii r i i/ri%,ii, :� ; � �`i �.' /viii,/.!i•� ` , SUITE - JI1 ROOVING DETAIL i/ • r.f. Syr, r, / 'i , .�,; 's:;i :fi i r,,,.,. c Ili'';: /ii ,,,,,,.; ;'r 1 - i,..'': r • f/`/,/j� �j:i': : ,.............../.....,,,,,,,,,,,,,,,,,,, �i% iii/ii ii.,i ' .„ ,.,.,,F. ,.;..,,,,,:,:.,;.,f, u.,, , ' TIGARD■■ OREGON 97223 i `` 10% MAX. \ , ,, / � :: :::E •; ;.,.PAVEMENT SYMBOL 9'-0” MIN. 9'-0" MIN. ,,,,,, ' f 1 I 2 I 3 I 4 I 5 I 6 1 7 1 8 1 9 1 10 1 11 I 12 GENERAL DEMOLITION NOTES is A. CHECK NEW MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO DEMOLITION WITH REGARD TO UTILIZING ANY EXISTING WIRING, UNES COMPONENTS ETC. clearw_ B. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE SITE AT TIME TO SUIT LANDLORD. C. NOTIFY DESIGNERS IMMEDIATELY OF ANY DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. WASHINGTON SO MALL D. ALL OTHERWISE COMSTHE RO ERTY OF E CONTRACTOR, WHO SHALL REMOVE IT 9585 SW WASHINGTON SO. RD. G. MSHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR CONSTRUCTION SUITE JI ... E. G.C. THAT WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING TIGARD, OREGON 97223 SPACE. G.C. TO NOTIFY THE ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONDITIONS DURING CONSTRUCTION. F. EXISTING POSED OF EQUIPMENT PRO PROPERLY. NOTHING USED CAN MUST E�ABANDO ED REMOVED CEILING. SHEET NOTES G. REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS AND DOOR FRAMES SCHEDULED FOR DEMOLITION. REMOVE ALL MILLWORK, EQUIPMENT, ETC. 1. LEASE UNE DENOTES LIMITS OF WORK. ATTACHED TO PARTITIONS SCHEDULED FOR DEMOLITION. VERIFY WITH 2. EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO LANDLORD WHICH ITEMS ARE TO BE SAVED AND STORED FOR REUSE. ACHIEVE "AS-NEW" CONDITION. MAINTAIN FIRE RATING AS REQUIRED. H. REMOVE EXISTING ACOUSTIC CEIUNG GRID AND TILES, LIGHT FIXTURES, AND 3. EXISTING STRUCTURAL COLUMN TO REMAIN. REMOVE TENANT APPLIED GYPSUM WALLBOARD SOFFITS AS SCHEDULED FOR DEMOLITION AND AS FINISHES, GYP. BD, FRAMING. MAINTAIN FIREPROOFING AS REQUIRED BY REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION WORK. VERIFY CODE. WITH LANDLORD WHICH ITEMS ARE TO BE SAVED AND STORED FOR REUSE. 4. EXISTING STOREFRONT SOFFIT FRAMING TO REMAIN, REMOVE ALL FINISHES. MAINTAIN EXISTING CEIUNG WIRE HANGERS FOR FUTURE USE. 5. EXISTING NEUTRAL PIER TO REMAIN. PATCH & REPAIR AS REQUIRED TO I. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE AND DATA ACHIEVE "AS-NEW" CONDITION. JACKS AND THERMOSTATS IN PARTITIONS SCHEDULED FOR DEMOLITION. MODIFY EXISTING WIRING AS REQUIRED BY NEW CONSTRUCTION OR, IF NOT 7, EXISTING ELECTRICAL EQUIPMENT TO REMAIN. ADJACENT TENANT (NIC) REQUIRED, TERMINATE AND CAP OFF AT NEAREST PANEL OR SOURCE ABOVE 8. EXISTING DOOR AND ALL ASSOCIATED HARDWARE TO BE REMOVED. _ \--AA Y.9 CEILING. VERIFY WITH LANDLORD WHICH ITEMS ARE TO BE SAVED AND g. EXISTING DRYWALL PEON TO BE REMOVED. STORED FOR REUSE. 10. FLOOR FINISHES TO BE REMOVED. SLAB TO BE PREPARED TO RECEIVE cD 30'-7" y J. REMOVE EXISTING HVAC CEIUNG DIFFUSERS AND RETURN GRILLES AS NEW FINISHES AS SCHEDULED. G.C. TO CONFIRM DIMS PRIOR TO CONSTRUCTION SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION TO INCLUDE MUUTPLE MEASUREMENT POINTS AND COMMON AND NEW CONSTRUCTION. MODIFY EXISTING DUCTWORK AS REQUIRED BY 12. EXISTING PLUMBING FIXTURE TO BE REMOVED. KNOWN POINTS OF REFERENCE NEW CONSTRUCTION OR IF NOT REQUIRED, TERMINATE AND CAP OFF 13. WATER HEATER TO BE REMOVED. SEE PLUMBING DRAWINGS FOR SUPPLY AND RETURN DUCTS AT NEAREST SOURCE ABOVE CEIUNG. VERIFY ADDITIONAL INFORMATION. 0 O ii)0 0 4114 e WITH LANDLORD WHICH ITEMS ARE TO BE SAVED AND STORED FOR REUSE. 14. REMOVE EXISTING DRY WALL CEILING TO FACILITATE NEW CONSTRUCTION. K. REMOVE ALL EXISTING PLUMBING FIXTURES, FITTINGS AND PIPING AS 15. REMOVE EXISTING UGHT FIXTURES, MECHANICAL DIFFUSERS, GRILLES, ETC. SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION TO ALLOW FOR NEW CONSTRUCTION. ___ " AND NEW CONSTRUCTION WORK. MODIFY EXISTING PIPING AS REQUIRED BY I d- / ■ r 1 rho (!I:!, i YS ■tai -1 r �, ' 4.9 NEW CONSTRUCTION, OR IF NOT REQUIRED, TERMINATE AND CAP OFF AT 17. EXISTING SUDING GRILLE TO REMAIN. 41/ ( I I 1 —I I 0 WET STACK. / it> I I — —— I I co `� L REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL AND AS ;; :::4..:.:. REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION WORK. VERIFY ,. I I I N-'1�I WITH LANDLORD WHICH ITEMS ARE TO BE SAVED AND STORED FOR REUSE. 20. REMOVE EXISTING WALL COVERINGS AND WALL BASE. PREPARE AREA AS Q I--I — ____ C REQUIRED TO FACILITATE NEW CONSTRUC110N. <E) Ll\ /- , — M. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL ADJACENT 21. MAINTAIN EXISTING FIRE SEPARATION RATING DURING DEMOLITION AS _ \ DAMAGED SURFACES, AS NECESSARY. PREPARE ALL DAMAGED SURFACES O \\ / 0 • FOR FINISHES AS SCHEDULED OR REFINISH TO MATCH EXISTING FINISH. REQUIRED. - \ / ® I 22. REMOVE EXISTING STOREFRONT GLAZING TO FACILITATE NEW \\ r` �, 0 9 ( o z REPLACE DAMAGED CEILING TILES, REPAIR OR REPLACE DAMAGED CEILING CONSTRUCTION. \\ z 1 I m GRID. 23. REMOVE PRIOR 'TENANTS SIGNAGE, DECOR, SOFFIT & LIGHTING TO / m N. PROVIDE A SMOOTH, NEAT, CONTINUOUS APPEARANCE WHERE DEMOLITION FACILITATE NEW CONSTRUCTION. \\\ / �- _ v o WORK MEETS ADJACENT EXISTING WORK. REMOVE EXISTING FINISHES AS 24. SAW CUT EXISTING CONCRETE AS REQUIRED. REFER TO ELECTRICAL \ 1 / / 22 o REQUIRED TO PROVIDE NEAT, STRAIGHT SEAMS AND TRANSITIONS BETWEEN DRAWINGS FOR MORE INFORMATION. \ EXISTING AND MATCHING NEW FINISHES. ::...::<.. ::; >: / © \ / z 0. REPLACE OR RELOCATE, IN ACCORDANCE WITH LOCAL. CODES, ALL FIRE N I c°�o w SUPPRESSION AND FIRE ALARM EQUIPMENT DISTURBED BY DEMOLITION 26. EXISTING FIXTURES TO BE REMOVED. PATCH AND REPAIR FLOOR AS ®© O /' \ •A#Wk I WORK. MAINTAIN INTEGRITY OF Fl E SUPPRESSION AND FIRE ALARM REQUIRED FOR NEW CONSTRUCTION. I o F- W 27. UPON COMPLETION OF DEMOLITION, GC TO CHALK THE COLUMN /` 0 . I d- W cc SYSTEMS. CENTERUNE'S ONTO SLAB AND CONFIRM THE DIMENSIONAL LOCATION OF / / > ® I 4' a`cr O COLUMNS TO DEMISING WALLS. SEND DIMENSIONS TO ARCHITECT FOR ——L / / N co ...= w Li , . g REVIEW AND APPROVAL. Q ( / / — ;� .2_ H. / / _-- N ��Z SHEET SYMBOLS \ I / 0 -\ z.-, z ,1 \ 41s \ I-- I — i —` r3 3?• r �� O W 0 f -:;-- 1 0 !o EXISTING PARTITION TO REMAIN ' 1 I I I 19'-9 1/2f 7'-5"I 1 -9 1/ " z EXISTING ITEM TO BE REMOVED Q L.a (27) 1 I I I 271 27 iii• ,-- 0 011 I I I III I ABOVE — — LEASE LINE J 1 I -----I / / ir i / // \ M /4= i. _..y 0 - j A 3.8 i. / - ► i 0 0 w 0 oe ® ID #I> ABOVE ABOVE V ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 — No. Revisions/Submissions Date designforuu co architecture, P.C. 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 Donald J. Rethman, Architect In Charge License: 4036 Drawing Title D E M O L I T I O N FLOOR PLAN A,c3:',,,D e.� Drawn Project No C.=�-' M 865606.00 a xW �` : Checked Scale \ k; �� , --) JT/BH 1/4" = 1._0" I SCALE 1/4" = 1'-0" ;. f {1 r� °r°;, _ � � Date Drawing No Al DEMOLITION FLOOR PLAN XY , NORTH � �y` 12/23/08 A- 1 I 0 2 4 8 1/4" = r-0" ' `' ''" �u Y� :t F,r� �. , Lip 1 2 3 4 5 6 7 8 9 10 11 12 (.2_ �Z ©2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 WALL TYPES I DEMISING PARTITION: CONSTRUCTION TO MATCH EXISTING ADJACENT t TON AS REQUIRED. GENERAL WALL TYPE NOTES: CONSTRUCTION. MAINTAIN SEPARATION Q 1. SEE SHEET A-11 FOR STUD GAUGES. Bl i clearw re 2. ALL METAL STUDS MUST BE LISTED BY AN APPROVED TESTING AND USTING AGENCY (ICC/IC80 EX) AND THEY MUST BE INSTALLED PER THE LISTING AND MANUFACTURERS INSTALLATION I EXISTING WALL CONSTRUCTION TO REMAIN. PATCH & REPAIR AS REQUIRED. INSTRUCTIONS. 3. REFER TO A1/A-3.1 FOR ATTACHMENT TO STRUCTURE. D IINTERIOR PARTITION: 3-5/8" METAL STUDS 0 16" O.C. WITH 5/8" GYPSUM WASHINGTON SQ MALL A BOARD TO 6 ABOVE CEILING. 9585 SW WASHINGTON SQ. RD. SUITE - J1 I INTERIOR PARTITION: 3-5/8" METAL STUDS 0 16" O.C. TIGARD, OREGON 97223 WITH 5/8" GYPSUM BOARD TO 6" ABOVE CEILING. Al IINTERIOR PARTITION: SAME AS "A" EXCEPT W/ GYP. BD. ON ONE SIDE ONLY 0 SHEET NOTES A2 1• LEASE LINE DENOTES UMITS OF WORK. 2. EXISTING COLUMN TO REMAIN. MAINTAIN FIRE RATING AS REQUIRED BY I INTERIOR PARTITION: SAME AS "A" EXCEPT W/ 6" MTL. STUDS CODE. PAINT COLUMN P1 IF EXPOSED. 3. EXISTING NEUTRAL PIER. PATCH AND REPAIR IF DAMAGED DURING A3 CONSTRUCTION. 4. UNE OF SOFFIT ABOVE. I INTERIOR PARTITION: SAME AS "A2" EXCEPT W/ 1 5/8" MTL. STUDS 5. EXISTING ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. A4 :.... ..... . .. EXISTING DEMISING PARTITION: PATCH AND REPAIR TO "AS-NEW" CONDITION AND MAINTAIN FIRE RATING AS REQUIRED. ENSURE WALL EXTENDS TO DECK 8. EXISTING SLIDING GATE & TRACK TO REMAIN. B 9. SECURITY EQUIPMENT. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL (NOT ALL USED AT THIS LOCATION) INFORMATION. GC TO COORDINATE LOCATIONS WITH ADT. 10. PROVIDE BLOCKING IN WALL FOR FIXTURE INSTALLATION. REFER TO SHEET A-4 & A-9 FOR ADDITIONAL INFORMATION. G1 WALL TYPES 11. TRANSITION STRIP. SEE DETAIL F1/A-9. • ....... ... :.. 20. AUGN FINISH FACES. 21. PATCH & REPAIR EXISTING WALL AS REQUIRED TO RECEIVE SCHEDULED FINISHES. AA , Y.9 23. FOR FLOOR SCORING DETAIL REFER TO Al/A-2.1. ADJACENT TENANT (NIC) 24. FOR FLOOR SURFACES.SCORING D CONCRETE L REFER TO MAINTAIN SMOOTH TRANSITION TO 25. FLOOR TRANSITION FROM TENANT TILE TO MALL TILE TO BE A SMOOTH 10'-3 3/4" HOLD 3'-9 3/4" 26. SEAMLESS TILE TO REMAIN. © II) III P-2 �, © 27. PROVED LATEX LEVELING BED AT FLOOR TRANSITION TO MALL FLOORING. I PROVIDE METAL TRANSITION STRIP AT CHANGE IN FLOORING. �' ..� .!!!/,i...1., rir ...1./.!/ii/.•h!/r, r. .,r.r.r,., ��.1., ,J r,, -• =a ' d` -- -- -- - �. 4.9 NOTE: THE EXISTING MALL RESTROOMS ARE — L..._ pp 0�?o r ; �� ! - ��� ��;i�ir�;�ii���,��i�,f:/i, WITHIN 500 FEET OF THIS STORE. A ill RESTROOM IS NOT REQUIRED INSIDE THIIS C•, Uo o z % 61 0 SALES %"'"�,,,,J,,�, i' STORE. 1 1 -rri0 r © 410 �,,,� 0 ;,�. z v I D10 AREA .,,,, 0 ,OO °,!. A GENERAL NOTES It acs p A1 W P�-4 t , 1 TO BOTTOM 07 •_ ;\ '�,,,,,, IF OF EXISTING A. PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATION SECTION F WF-1 SOFFIT ��`lr 06100 IN EXISTING WALLS AND NEW PARTITIONS FOR ALL CASEWORK, • B RB-1 %,,,, B ., SHELVING, COUNTERTOPS, TOILET ACCESSORIES, AND OWNER SUPPLIED SECURE Cl % o EQUIPMENT. COORDINATE WITH SHOP DRAWINGS. STORAGE ROOM '_ " '�'''�, B. FOR GYPSUM BOARD CEILING AND SOFFIT FINISHES SEE REFLECTED 2'-0" �,, z O CEILING PLAN. 103 ® D1 G7 42) ARE 45 90 OR 135 U 0 N W P-4 � °z D. ALL ANGLED WALLS UN/I'''. I/',, ',r////% E. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS v F VCT-1 z''w �" % O z F. ALL WALLS TO RECEIVE P-4 & RB-1 U.O.N. B RB-1 % ?� '� 0 G. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS A2 S� • c. 4'-1 3/4" 6'-3 1/4" " o-w H. ONE LAYER OF TRANSPARENT UV FILM TO BE APPLIED ON INSIDE FACE Ci`!% w a`w a` OF GLASS ON ALL SOUTH FACING WINDOWS. FILM TO BE "MADICO" -;# f TS-1 %//r4 d F%//!%' w o CL-400-XSR 4MIL OR EQUAL AS APPROVED BY JCI PM. GC TO SUBMIT ?., 0 �' 2' 3 4" � kn CL CC SAMPLE TO LL PRIOR TO INSTALLATION FOR APPROVAL. CT-2 ,o ID ® o- GT-2 A o 40 0 • T g_. AG% rn O A-6 1111 f�� Via= ;�Q?, . ,/ v CT-1 \ ,_______ Nii,4, O z 2'-5 1/4 ,1, GT-1 GROUT I o I 0 RB-1 I 3.9 ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 © II \,11 O I. 1 No. Revisions/Submissions Date �. ib SHEET SYMBOLS 0 • p �4 VA 3.8 ROOM j � A '—� NAME ' ROOM NAME & NUMBER m r 105 lli m 0 4111110 SEE DOOR SCHEDULE architecture, P.C. 00 00 29'-O 3/4" G.C. TO CONFIRM DIMS PRIOR TO CONSTRUCTION A WALL/PARTITION TYPE INDICATOR TO INCLUDE MUUTPLE MEASUREMENT POINTS AND COMMON KNOWN POINTS OF REFERENCE 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 W P1 < WALL FINISH Donald J. Rethman, Architect In Charge License: 4036 SEE A-2.1 FOR /Mk F VCT < FLOOR FINISH FINISH SCHEDULE. Drawing Title FLOOR A-6 B RCB < BASE FINISH PLAN Seal , r. sA Drawn Project No P-1 FINISH TAG, SEE A-2.1 FOR FINISH SCHEDULE `,,4 ` `,.:,, ' , Mkt c'- M 865606.00 LEASE UNE 4.1: :, .w e" Checked Scale "`" ' JT/BH 1/4" = l,_0"•' , 41:,_-- olio, Date Drawing No. A 1 FLOOR PLAN SCALE: 1/4" = 1'-0" i �: � .y,ttk7 P limoorillimalimilm===■1 II IF . --1 . 12/23/08 A_2 �.yf�.,ice : F.: 1/4" = l'-0" 0 2 4 8 NORTH ' ,. 4•. 0 2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 ' °°� :x 1 2 3 4 5 6 7 8 9 10 11 12 INTERIOR MATERIALS °. FINISH SCHEDULE DATE:12,2S;>II8 _ CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION PRODUCT COLOR DIMENSION :, . .. :,US TIC AL,°•EILIFIG 71,E F1E FAL L1,:::. FP,':ST 7L11-.14,•PL_S :;L:0P: CH 4F,::;,:aL,5:34 I: :• 3;4" -;f IT 4,:T: EI11 L.'PE IS TER A.T 1_10G (3,00)..'s^4-3-;$7G E....-1-. 6•386 TILE ITEI1 4 4 414 E D,:.:E;,r` LE F IC. C .C- H F,:'.....7, L 1Y T,� FF: :.:T L:,F: _' HITE �'...'... .... ..............._.. .._........ — %mac:.T-.2 "_::�;ICsTI,,..•"L,:EILIIIC, Ci:;,H t-I.°,:�.... .... .. ....... _._.......... . .... _...... clelarvor re TILE ITEI:1 43 E D E '=LE C:__FID: ,4.,D t!,L ',' `. HIT E S;7.- '• LtTHC _HF:�AE CO .C.P ^-`1 I FAUC.I::<:,PF AT L.IA. ,::;FIELC,':',:�,f•1P i8CC1 e00-9900 ;GE-•'i 1' -I <..�..;td<_FE TE E-'TE F'I,",F'.... '�_OF LC:' "� _........ ,";i»�-_�- GE I1EF A L........................ H'F'DE 1--IE F'..,........ . DEEP hiAP COAL ......... .. .. .,. .. . NOTE:INSTAL EP RECOMMENDAT ON L PER PuIAl/UFA+iCTIlFC 1: WASHINGTON (7T-1 ,:EP..A1AI,: TILE FL::.,•:,,F'ItIG.4.'_ Ih:,TED D,LTILE F ABP.1;IJE , F'EI•:1E LIIIEI.I 12" 24"''.3':3"'THI+:"f': ,::GiIT.A"•:T: 1,1AP S HA I;1kk::4tJLE r"AT E:LT1LE , kCSC,sg-3-;3_.•1 SPECIAL NOTE:ARCHITECT OF RECORD+ TILE IN STALLER 9585 SW WASHINGTON SQ. RD. ARE RESPONSIBLE F SPECIFYING ALL APPROPRIATE " " ... SUITE J ALL BASES + UTf1DE CORNER PIECES ARE MADE TO ORDER.E R_ALLOW�-3 WEEKS LE AD TIME FOR PRODUCTION. TIGARD, OREGON 97223 CT-2 I A ,•,,I. ,'•^•'i`s:': /1.1_1 P,":∎FT::'+EELL,7, -1.:M EPIC A INC. P P,D JE'.;'T SE PIE --'".1,7 1;=�" I'{ .',I IT=�,''T: il.4t"J V1r:•.�:II.Itli e; a I E F:iP EF'EiE'"tI=�I I,:::E t•ITER. (:313.,:326-4:6513 E,t.'i'IO T :'EF:=''.t;1k:: TILE FE TILE. .P. _YlC ,.._. • FI.T_ E. IIITEFI OF :_T":FE FF:"',FIT Sir...PL r"'•.';'HITE -P OLP SHED 3 IIJTEPIC,F ST.:, FP,74,1T IPIi_:1J: DELJ'-:E -... ,.'T EF-1:11_ TILE .... ........ ... '=•:•LLE<:"TI•:•1'l IFF'Is=:1�eJi= ir" 1�., <=''-,FJT=C'T: RI f�1�•<:�IPltdl'=. 4Tf•EIz1F'EF DE.'::I,:�II,:EiITEF ,,=i:�:,K2Y•.��e"�C[;Ert.i iG : - A... I - B•:_E 'E:;`;-.L:_ITE BL' "�I' -P,:,LI:_HEC, 0 SHEEf NOTES . I_r?SED c'ilTH T-1 I1"PEI I-EP.aPO.-,., 02 F'E.':•TEF' ,7,7,1IT=,.'7T: 11.4F'EI II1,,:.. .4.T(17KC.42,3-.2-34 1. CONCRETE SCORE UNE <::T-' GP OUT -1-C,5E USEC.v..,.ITH.0.T-2 I.. aPEI I°:ERAP,..".,.,'," GG':'fHITE 2. ARC END POINT FB-1 F=EF'1,:' CO' EF ,;,F F14-2,PEEBLE `_.T_:,-,L EUP<;•PC'1T _-,.=BPIEL _ _. __ <'• h .u:' :C : LLE'''TI<`;I_.I s::y .�:� 4" 1 DE PlT?. _ Ii :.�.,:�II'J:_,E LL :I.=TE _INC. t 'I s�• -r_.�2 i.A.LLEFt:1UIF: F BPI::e (LIKE •_PEEII; i140:I••1.'", y NOTE: S COLORS ARE TO BE EQUALLY DIVIDED APs1lC?M to THE FE 2 F:"_EFI EF _F Fli 2 PEBBLE 01',...,..)L E IJF-.7.P!:,'CT G.A.SPIEL ,::'::ILE':'TI-II -.-._� -4„t,'IC,E OF tiT(JOL PER.LOCATION_ 4FOR E S. I LE---IF ALf1CATICN s..-,,fir ,'='..LLEFE1l JIP F-E:FI' <:•F-11G E, (i40,:.Y.1.', HAS g STOOLS.THERE SHOULD BE 2 STOOLS IN EACH COLOR.) FE-3 F4EF1,: '"-,7,''E F•. :.-,F Fi1-2. F'E BELE '=°•T:+,",L E UR,7,P:_0.T `:AB PIE L •er:,LLE,..771,0;11 i:,,=i is":: "./VIDE LLEPY:11_IIF F:=.ESF9c TE 4L, 140+ /- .t2 - C. CI I I CI C -,(•:_-.-.. ,- _�4., D 1<,; a;4..:f".'.' .Ir 1 A.CI :i)I - +:.,.� ;'.Ali - :s. + <--..- .;--; ,i, !. - �.-5-. 2,09_i Flt-'I FLJFt11T!JFE (GE IA _"_TTEF ..LLE,:TI•.:;tJ _I. E=F�T•��:L H <:'>_�I1T. .,TP. _L•-_�E.._HE.� It .''..TH. C1FT,:tiPF-CJ:T:�,Itl<,. ._1�:,::•al c:,:•L:•F: I1IP I'r.J ,',''.'HITE P>::;•L',PF.';DP iLEI•IE r ::.H KT ' .. FF4t:1E F Ill I:::H: PA1IITEC,A.LJh.111'lLlt:,i K,-• .. .,°, I. ...;,°e;:.:" x Pt.:11J1 4-'• r:,,O - .w. FB-:3 DI A.;,.17"H ,:::<::,f 1T.4., T: ',TE`.E ,G F;::>H .:..,T','`. =;.GIFT ELL,?: 4. ;,:,t::t..TE'C. III,:_. ;5 i. ;6;.3:F-e2:'-3.2' FiJ-:' FiJFtIITLIF'E T.�6E PL-_...E D .']✓._.I t.IG :,ELITF;'..L•`.....,,. Fl tLE Ft.1 JIF P EEELE �T.. _L FE, i,FB-� - ,,:,_;'•:'EPEDIII FE-1, FE-2 .FB-:ii SI L'EFPC.,`d':EEF,'::C.,4TEE LE>_, FFP-i FIBEFGL ASS FE IiIF::PCEC, EV<:•H Is1=PLITE 0,"I:1t:"1ETF'I:' 0 1C,21-•7,44 4" 4" ^ K::ry`" :-,:,lITPC'T: TIM P11,11-1O;,,,'"•1 A.Tt,1APLITE (330:,:34.3X;/:<;"1 PLaSTIC (;>•;_: iIC,TED) •:°;'ITH 'C:AFII-,:',:,.AT AIN T i:EILII I:; CHEF`/'!I1`:''•::ILLI41..1 0 PF:I11EF:F'F'EPF.:ITE EicI1DING PFIh1EF '- 70t:='IF(7,11 :,FE i ,51.iT-aCT: ':"T4'"•I T TA.CHLEF AT`_HEF!,P31hd'r',ALLIAf41'.:,:41`_!';`"'=-1491 P.4,11'I T: PF,::,FI 4"F" 200 FIIII:H. E�: HE TEST PAINT- .. . ADHESION . .• ,--.,�F{ NOTE:CONTRACTOR Try T "" t�ILiNt�FOR P PRIMER PRIOR TO APPLICATION 3i ^LL P= P=IIIT 7_1HEF",:^i11.1 "a1LLI=I : F11'lI5;H: E•_:G:HELL -r„=.0 B,_?H ,u._ I I+.TED! 4TTIT!JGE ,: F a NOTE'CONTACT MANUFACTURER TO OBTAIN 4P[F OPRaTE PRIMER 4 PRIIVIER SERIES F OR SUBSTRATE P-3 F'.=1ilT DF',',;':-.^=.LL`C-,7'FFIITS `=HEF`:'•1III'•:".fILLi• L1'= F Ill 1LH: EGG'=HELL =..• .�_ ;7,IJTF=.;_,E::,L!:: ;;F:EE I.1 NOTE:FOR FIXTURE PAINT_USE CONVERSION VARNISH ~SPLATTER (FINE GRAIN) S 548 ALABASTER.S ATIN , P-4 P.�..IIIT '••i4LL ,F1:'Tt_IFE ,4_i::Ii,::,TED, SHEP',':-III';':'ILLIA.t;1'_ FIIII`=H:EG,:CHELL, ":'.=LL_: ,::.;t•IL, :."`j''f 7C008.ALAB :.TEF- SEE NOTE FOR FIXTURE FINISH PL-I PL='.'::TI::'LAM INATE BO P101-11TE 4 34"I CIJEDE .:,PTI GF...:, ' F'EPE ,::<"'I1TAI:T: JEFF,'F<"E':-I .AT T all.%w.FA;,:'I!(:=1 ',407-1'1•E= ,A.0 I.Ii:,TED) Fit11OH: YIJEC'E. PL-2 PLAC,TI.: L=1,1 IiI.ATE 11T,7HEI1 i:.ABIIIET: Fi:,FIAI .a L4.I,11t1ATE -.1 •'_:,-3,3 BF•ITE •.•':HITE ,7,7,NIA,:T: I;1ICH4_EL HE PTE I--1CTEIt.1EP. AT F0 PIA 1,:.4.;_,::%FP.,44,0-, 213-1:341 PB-1 PE';:IUEIIT BALE GE NE RA..L F',3PP E FUBBE P ,:';:>'•'E E.OE P I C C 4"HEIGHT "':>f IT40T: JEVII.11FEF FIIILa,0,5,11 A T FOP PE ,7,:;FP OR%DTI ON'=11 f:'-133-%s5-4q, r:AS i-Ic:TE D', (:.,..F-P;...;F.'.TI°::.rf..t E;L;,_•I'. I:-:.3"THI-I:.f 1E:::':: F5-2 FE SIUEIIT E CE :=.R,r•IJIID-,:'"fc,',1%Fl'TLIF:E F>_PP E F LIB BE P CO'•E E.A.C:E P 1131 4"HEIGHT B,_>H r a 0 IIC:,TED, •7.i:,FP,'DFaTIOfI 11,:.,'.', i THI:I':NE:!'_ 1 .- - ,::: - c. ,: D . I 1; i - • F1 . IT.2 C.T: .,i,:I "::F:=.', 4T':c,::.HLJTEF' `'','•.:,TE!:1:,ct:;C,C 32-4 . E''"-..T.11 ' T`:�-'1 TP;�.I'I::'ITf<"�I.!_.TFIF` TF`4t••J':IT1,::-t.Ilf 1,:='•l''J,:�:::�C,.v.<:;EF:�.t:11' FL,:,:.:°F'If 1{:� 'i,'.'HLIJTE F .� , -.TEt:1'_, ....:HIE FIE �.E 1!..C i.�C L._.t,11f I_t.i �i; 1:�.: f 1 ' .11,-7,1- 1 NOTE:INSTALLER NEEDS TO ENSURE SMOOTH TRANSITION BETWEEN TWO FLOORS AND MAY NEED TO ADJUST TRANSITION STRIP BASED ON FLOOR PREP. TS TF•"f I`sITK.I1 C:;TFIP BO <-.r"H LUTE F:'"'Y'_TEp:1` P.Ef1,D—! '"E-.I IODILE C, :.L4..0_:1It:1)1,1 :3;8" 10111,1 TF''.Id;:ITIC4.1111` `7:EF=�1•:1 IC.2:'..(T F LOOP I11' _ A.EI!_1,00 T-i •.•I I'1 rL•::'0,I:1F'0,_ITI:_i-I TILE 6,:H AF1.1;:TF,:::,1IG :•:t,1Fk.t.IIGi-I '::t;<U ARE 51'.7.,73 1 2 " I::. ,7,7,FIT .,:T: LI 0 A !-:A'',%.T.-1,::,AT 4.FI.1 :TF<",I'I:;,e00 i E:,.T. 4<2 {w._>f=%TECta E:•'7EL,7,I1 f,1<:•I.I.: .•:'zHITE 1:8"THI,:t'L1E:': .^::T-: " iI 1,L 11.O1:1P,:• ;ITR.74,1 TILE I•IC: ;I< FLr:C',PI I--•IG AF IA 0TF01 I G IIAPE PI AL TE'''TI_IEE 5 1°1'0 12" ''ice' E/1-7E LO 1,1 :':A.::HED Lit 1E1 I:‹`"THI,;-I'IIE SS "'.. -I -•1Pi,L FL,".OF:IF G EC,H F M:..T F":,I•I,:, ME 0 I 1TE," e, 4 1,-, I.,13"TH1,71-'11E0:'_: P E S TFO,DIAS H,::-+P;ts:,<:;Ef1E,",iJ`•_ '.=SHEET "Lta,::I1D ''F-: IiI,L',,'f<:•:D F LOOP II1G I•-1,",S1•:. FLC.T.RIi`IG A•PFA TP•741,2, I1.4.TLIF:t CPEATI:::;f1' TF'01 4" ' .. 4 F E(P. .-''..F'T A.f:1FE F' .::HEF F" ,":':-.A.FI:1 i.s=:"TH IC'I':LI E:::0 -•.. , 4 4 ,c r. � , 4 ,2;; -. • ,'". 1!..: 2-'_'::;....:'•:'I DE ,''x':: _.,' - = ,:300123-5667 ..F-1 EIda;it•"IEEFED •::r.++..sD FL+:::,°'aFat•�.1c_�:-..�"Ii,._FTEG ,,:L.1 f.1 P:F' .:L,1;1FI _..LLE,:TI,::�f1 :_�FE..IE'�. _.HEF`P'r"•:''iITH _ FII'dl` H -- _. .. . ...._........ ..,tIT. -.T. ';[7E„E '>'':Ii{tH'Y'.t •�.T'_;�,.t;dL1 .F F FLc„:•PIVIC; Eli II JEERED FL:,,...,F:ill ::L•',F': TE:.I'i 41:3-14 ., El FINISH SCHEDULE 1 1 I i —,////: ,//////////////////(//////////////////y///////////1/////1//i%//r raanFrFiii��r„,„„iir.,—,iif�iaiiir,,,,,,,,i�iii�iiii i�iiiaf�ri��ii//�irafr/iisiiii/i//n�iii!/irf/fri„„.„/iy/ i�f % 419 ///1//�%// /////////////////////f////////////////ff///%///�i�+'/ii��i�/i����i�/niiiiiiiiii/iiiiiiii/ii/i/iiuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiisiiiiiiiii/iii/iiiiiiiii/ -;0 3/4 . - r iii/---„,,, L I. ... , . ,i ., LI I .,_() if... ''"_% ,, ..,...„., ,..... . , ::,,,,,r7.7/, , 41-,iarjllIllg IN I '-1 3/4 2-0 2-0 2-0 2-0 -3 9” 2-0 2-0 2-0 !�,, i ��''�. //, MI NOTE: MALL TO STORE TRANSITION LINE TO 8E A » �, SMOOTH SEAMLESS TRANSITION. REFER TO TENANT MANUAL '` ` '� '� �' 7-6 3/4 %/ aillEIIIIIIIIIIIIIIIIIIIIIIIIII II FLOOR TILE MALL REQUIREMENT'S AND REGARDING MALL - �'!, N 4! /�'� 91-3” 1421, aIIIIIIIIIIIIIIIIIIIIIIIMII / �i % Chi ri ,,,; N ///%%%%/�%//� 10—4 3/4" ARC = ±351-3" j o �' ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 hilh,,,,O I '• j No. Revisions/Submissions Dote \ » f »M I I11 1/2 2 7 1 2 mot- 4 I'," 0 11 f_8» ��� architecture, P.C. 1-4.�'�� 0 11'-5 3/4" 11 111111' - �� N re) 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 r r 1 » �- Donald J. Rethman, Architect In Char•a License: 4036 o ,/ o I o 11 —0 N ij ;�� Drawing Title FINISH E....1 3.9 0 11'-4 3/4» 10'-1" SCHEDULE Seal . ,.:�_. Drawn Project No '411‘ -C■4 lit ` II ' 3.8 4 W4 3.8 y+ �, ,w'{,, , M 865606.00 I % rv, ,,: . c.�' s.,. Checked Scale . £4", _, r : JT/BH AS NOTED �--r-. .._� r ,. . . f��.H gate Drawing No. FLOOR SCORE LINE ARC LAYOUT A7 CEILING SOFFIT ARC LAYOUT �_ . e Al 4.t 12/23/08 A2. 1 1/4" = 1'-0" 3�1 s„ = 1'_0" ,,;.T g 4 4.:' .' \ W"' 0C 2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 .� 'F.--- f^t_.3 i°8 -- - 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 10 I 11 12 CEILING # CEIUNG TYPE CL-3 E—CEIUNG SYSTEM/FINISH sCEEEIUNsGcHIENDDuICLEATOFRo:R Ilk 9'4' *—CEIUNG HEIGHT CEILING TILE, GRID, clearw re GYP 5/8" GYPSUM BOARD OVER 3 5/8" METAL FRAMING IE—CEIUNG FINISH AND FINISH COLOR — MEMBERS © 16" OC 1 GC. TO V.I.F. 0 B.O. EXISTING JOIST 0 PANDANT ACCENT LUMINAIRE i,,,J::::::::(11; i..' i:...;):::3: :::'.,.....,.:: i::.,:,:,,,: ..i:: 1 *::.:' -:::11' >:;...' : f.4.' ACT ,.„.,, ,.„..,, ,::: .:,. ,, „..„ :,,,,:,....„.....,..„::. .....„;...„.... ,.:.... :,..,, 0 PANDANT LUMINAIRE 1110" 4161 WASHINGTON SO MALL ACT-1 i/—I P-1 ---S -1 P-2 _I CEIUNG HEIGHT IV 9585 SW WASHINGTON SQ. RD. P3 P4 P4 , :••• :. : ... SUITE - J1 ACT RECESSED LUMINAIRE P3 : :.! r• 4. . TIGARD, OREGON 97223 ACT-2 .. .• ••••• .., • • bill Lit.trx ilk .,. ...... L._ —1 RECESSED LUMINAIRE 5/8" GYP1 P2 P2 P2 P2 L SOFFIT HEIGHT If \ BD. T13. LIGHTING BEYOND AS DRYWALL CEILING 0 SHEET NOTES La.. .....r] PANDANT LUMINAIRE SCHEDULED - SEE SYSTEM SEE SHEET 8'-0" A = I P-3 I ELECTRICAL DRAWINGS A-3. SEE SHEET A-3.1 ENTRY sun- HEIGHT "1 0 ACCENT LUMINAIRE 2'-6" P-4 I FOR HANGING DETAILS 1. EXISTING ROLLING GRILLE TRACK TO REMAIN. -.f HOW -o- F -----1-3 . - --....... .. --- .--- : : ,- -- - - - .. '.--'''' -:-..---- -"-- El ADJUSTABLE DOWNUGHT . .... .. .. .. . ..... ... ... .... ......... .... .,........... VARIES - SEE PLAN , -: .: : :. :....:': . ... .. ..::.:::::::' :.':•. :) ::::TR:::.T.F:.::::::::TT. OS SPEAKER / ,r ... C) PROJECTOR 4. NEW CEIUNG MOUNTED EXIT SIGN. 5. GANG ALL SWITCHES FOR UGHTS IN SALES AREA AND INSTALL AT THIS 0 RECESSED LUMINAIRE LOCATION. SEE ENGINEER'S DOCUMENTS FOR SPECIFICATIONS. 0,-0” 0 6. GYPSUM BOARD SOFFIT. EK1: SECURITY CAMERA NOTE: SEE ELECTRICAL DRAWING E-2 FOR c.' ALL LUMINAIRE SPECIFICATIONS. 8. CEIUNG MOUNTED PROJECTOR, LOCATION TE3D. 9. CEIUNG MOUNTED SPEAKERS BY OWNER'S VENDER. G1 CEILING LEGEND G3 SHEET SYMBOL G5 CEILING BUILDING SECTION 10. 24"x24" ACCESS PANEL. NOT TO SCALE NOT TO SCALE 1/2" = 1'-0" V.I.F. irr-Ar DUSTING STRUCTURE .I.F. Li_. AA Y19 Illb . D BRACE. • •UCTURAL GYP . I 1 4. INGS. ACI 1 ' ... P-3 MTL. STUD FRAMING. :::' - ..,,c;„ 10'-0" ' SEE STRUCTURAL :Ilr''''7111/ 13'-61' aik B.O. CEILNG IIV 2'-5" 31 DRAWINGS. .: \ ACT Ole M ti - -ii-oAwm,007,o,,7„. Si _____[ ____ ' 4.9 1 •;::: LL, 7 a • ,00 iiiiik/ , AUG dipp. 0 0 • co rj; co — I a , \ „„„,,, I' : .'-,. 4/.•/ ., . . . .. 13-3D . PSUDMI, :: 1.-...E•: I 'in • lo I IN c. 'n MI L.' : I -4 I . i, ..'-- - • ._: . . ., / r , /, . , i A ... c. ;]": / _...„...„._EXIST.mSTOREFRONT itowli:::. SECURE ,-1'-1*/ :::: :. il B. 0. 1SOFF1T" 1.16111 , STORAGE 8 1/4"( i'd,%/--::- ' '.:: 8'-8 1 il 6'-4" It SALES Latij ROOM ///' . . H. - i AREA . 4 , --SOFFIT BEYOND 103 /, . ... . I VIE A .• ed ' rd GYP GYP 1... - i X< 3-o„ t A10 %• P-4 c 9'-0" NI , ' •,P. A-3 tv 7 38" P-2 --#10,—..._ P-4 7 '111: 0. .. . 2'-O" A / 1 v-1 o" / ct• ///t7, .... .. , ,,,:.: , F-9 , 0 0 NI Cl 0 SOFFIT DETAIL 0. \ ,, _..,/ • -- --..,. 1 A: . :.• c_ 4,c(t ----. '''N -03 In t4. . 1" = 1 1—0" mom Lo L • // z \ • t 4,n a\\ i t...k ;'// // / ' ... ::'4' . X \ t.:4 IN (10. / / . . ' . ' \ /1/4.1e , t/ : ' aka.- • / 0 IN ; . r-i ' —"mg / \ \\ G5 st i i.. Li -: :: • ___31, II ' . 1 1 A-3 If . :: -.1.-' ' I 11 1 , ■9"1,.0. J.-. • 1 4.... // II /141-3 3/4" A-3 a '1 ' ' ij /- () '','1/ ;-/- ; P.- a a? ••••.,.. / LO AN \\ ' "<P* -CO 0 ‘.410 \\ \N 6$' i I,/ 5D 0 0 3 5/8"" METAL STUD. N- ,... ' I I. -in \ \N . — — — FRAMING 0 16" 0.C. to - R!:. T ,- / 0 1.-Z' BRACED BACK TO - 1 '1 I!i: -.4. -,..-- -,- po N. * STRUCTURE ABOVE % .,:.---_-• (NI ill' - 1:t . i 0-- _....tr! (0 '3.9 EVERY 32" 0 „ ,,-....___I 4 i 1:1 O.C.--XP-11 GUYWIRE 0 4'-0" OC viF ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 IL k 2,,„ 2,_on pFAAicNETE0DF 1Sp02:744T„ T 0 B E % ...1 ‘ GYP P-3 EXIST ...... ........... ..- „.....„.............„.., .....,................,„.„.,„._ ,.... .••......•..•,•-.•..•••a••••••::::.•...•..•,..•..,•...•..v...•••••••••••:•.•.,••••,.:.•,,,,,,,, f No. Revisions/Submissions Date ... 0 / .......................... ,.;,.:.....,.:...,..,..:.:!:.......,..:,.........: . 111-10" 0 — '3.8 „„„„„„„„,,.„„„,, .......................... :::::::::::::::: .......................... ....,..„ ...7=-61' acio \ CEIUNG HEIGHT / 1 StO 0 Ej — El cycj'.\ 0 CI — Ei- 0 , ,A ..... ..................... ...................., z:..........................,... =...,...............:.........:....: .................... ...•.:.-.•.,:...•.,:i.:,.•.,.•.,.::::.•.-ii-•:::,:::,:::::,:,:::.•:. ......... .. .... '.."----- + HOLD , \--DRYWALL CEIUNG SYSTEM SEE (jesign.fogrum. m 4'-0" 31-0" 111_ 3'-0" , 3'-0" II 3'-0" i 4'-0" ......,.......,..,.,,..„,..... , SHEET A.3.1 architecture, P.C. nom 1111___ N. io'–on dik ' SOFFIT TO BE SOFFIT HEIGHT 1.1 0 0 PAINTED p_3 ::::::,::::::?,::::.:.*::m.,,..,..::,..:.:::::::: .......................... ::::::'.•.:'.::.••;•••:.•••.1:.....:::.••=..m•;::::: P-4 :::::::::::::::.•.:.•.::::::: VIF Ilk Oiliitai 5/8" GYP. BD. TYP. DOUBLE 3 5/8" METAL 5/8" Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 STUD 0 16" O.C. W/ P-3 I Donald J. Rethman, Architect in Charge License: 4036 ... 5/8" GYP. BD. TYP. Drawing Title REFLECTED CEILING PLAN rp, A ,b, ,? IY''- --''(/* Drawn Project No NOTE T.I.G.C. TO COORDINATE LOCATION . .,-7)' ',-%,::::A M 865606.00 < AND ROOFING REQUIREMENTS WITH LANDLORD. C ;" ,,,,,,A Checked i., JT/BH Scale AS NOTED Al REFLECTED CEILING PLAN SCALE: 1/4" = r-0" Q''' Al 0 SOFFIT DETAIL (SIM) AL ,1,11 7:7 4,461,,,,Trit: :;Ti'iiiiipjow': Date Drawing No. 12/23/08 A-3 11=111111111.....111=1■11111■11 r, LICENSE#50,17 ,,t,,,,,.. 1/4" = 1"-0" o 2 4 8 NORTH 3/4" = 1'-0" i,,- „,.._ 1 I 2 I 3 I 4 5 I 6 I 7 I 8 I 9 10 I 11 I 12 ,.;:i ©2008 DESIGN FORUM ARCHITECTS ?........-(4.1 >g 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 12 GA. HANGER WIRE MIN. 3 TIGHT TURNS AT TOP AND BOTTOM OF WIRE. = HORIZ. SPACER BAR WI COMPRESSION STRUT NO. 12 GAUGE WIRE clear* TiAt re 8" (, HORIZ. 6d RING SHAH NAIL 8" MAX. LECTRICAL METALLIC TUBING UNDERSIDE OF FLOOR OR HANGERS AT 4'-0" O.C. (SEE NOTE 2) ALTERNATE (EMT) ONLY. ROOF STRUCTURE ABOVE. EACH WAY. OR NOTE (1) LOCATION WITHOUT NAIL OR NOTE (1) NOTCHING PERMITTED ONLY RUNNER TEES opoo. 4 N0. 12 WIRES SPLAYED ® RUNNER. A.) L�MAX HEIGHT) NO. 12 GA. VERTICAL WIRE 44"2 45' IN DIECTIONS 90 4'-4" �' GRD LEVEL PRIOR TO FIRST WIRE APA •MAIN OR CROSS RUNNERS .. WASHINGTON SO MALL r r V 1 6'-6" SETTING TUBE. 1-1/4" 8'-6" 9585 SW WASHINGTON SQ. RD. GYPSUM BOARD 1-1/2" .1/2" 91-10" ) SEE MAX. HEIGHT SCHEDULE. Ny- ... 2 12 -7 �► SUITE JI 2-1/2" " DRILL 5/32" HOLE " / " 97223 D OREGON 3 20'-2" INSTALL 1 8 " TI AR iiii,.... .._„.,„ POP RIVET ® ALL " I I I / �S• / 8 '"-� MEMBERS ONE WALL 4 26'-0" I �I BOLT & LOCK- i (NO RIVET) ING NUT. �h , � � WALL �� /� _ 6'-0" 12'-0" 12'-0" 0 SHEET NOTES t EMT SLEEVE � ` 6 0 ADJACENT WALLS OPPOSITE WALLS 1 �� SLOT CUT. ( MAx NOTES /� BOLT TO ---, ki- INSTALL � ,j s 12 GA. HANGER WIRE SECURE TUBE TO �� ,--�- - NOTES � THE OTHER. TUBES ���� ,,�;=-� � SUSPENDED D DRYWALL SYSTEM 1. 1/4 THE LENGTH OF I MIN. 3 TIGHT TURNS CROSS RUNNER SHALL LAP ONE- THE END RUNNER — MAIN RUNNER GYPSUM BOARD ANOTHER 4 MIN. zo WHICHEVER IS LEAST. IN FULLY EXTENDED v- ... 2. NAILS 0 ENDS OF HORIZ. 1 POSITION. �`I MAIN RUNNER. STRUTS ARE TO BE ► �; STRUTS OTHER THAN PLACED W/ NAIL HEAD , CROSS RUNNER. TOWARD � OF SPAN OF :;.:::..::::.:::;,::>:::...:::.>.;:.:::...;:..,:.:.:.....:.:.:..::.,<::... %:::;:.;...p::>:::::\:.::..:::.....;... >::.-::::<:- E.M.T. MAY REQUIRE ► CALCULATION. STRUT. ENGR. CAL LA USG - DGLW26 USG - DGLW26 SUSPENDED DRYWALL SYSTEM SUSPENDED DRYWALL SYSTEM Gi DETAIL 0 CEILING G6 DETAIL 0 CEILING G9 DETAIL 0 CEILING N.T.S N.T.S N.T.S NOTES 1. ALL LIGHT FIXTURES & HVAC AIR REGISTERS TYPICAL: 12 GA, VERTICAL HANGER WIRE 0 12 GA. HANGER WIRE MIN. 3 TIGHT ELECTRICAL METALLIC TUBING UNDERSIDE OF FLOOR OR SHALL BE SUPPORTED BY 12 GA. HANGER WIRES 4'-0" EA. WAY W/ MIN. 3 TIGHT TURNS IN TURNS AT TOP AND BOTTOM OF WIRE. ROOF STRUCTURE ABOVE. `` WITHIN 3" OF EACH CORNER AND TWO (2) 1 1/2" BOTH ENDS OF WIRE = HORIZ. SPACER BAR W./ II HANGER WIRES (SLACK) AT DIAGONAL CORNERS. 8" MAX. HORIZ. 6d RING SHANK NAIL 8" MAX. L(MA HEIGHT) ` NO. 12 GA. VERTICAL WIRE CEILING SYSTEM SHALL NOT SUPPORT OTHER " '' (SEE NOTE 2) ALTERNATE i-ljfIrLD-162) 2-8 HANGER, TRUE. CEILING INSTALL COMPRESSION STRUT 0 12 EI EA. OR NOTE (1) - LOCATION WITHOUT NAIL OR NOTE (1) 3/4" 4'-4" P GRID LEVEL PRIOR TO ITEMS. DIRECTION OR EVERY 144 S.F. OF CEILING 4:o 2. WIRES TO PENDANT MOUNTED FIXTURES SHALL BE AREA PER UBC STD. 47-18 LOCATE 0 SPLAY NOTCHING PERMITTED ONLY 1 6'-6" " NG TUBE. 9 GUAGE AND FIXTURES SHALL BE INDEPENDANTLY •� WIRE LOCATION SEE 1/A-3.1 0 RUNNER. 1-1/4" 8'-6" " SUPPORTED BY BUILDING STRUCTURES. MAIN OR CROSS RU S &W 1.1/2" 9'-10" II ' . HEIGHT SCHEDULE. 3. CLIPS , STRUTS , RUNNERS MUST BE ALL FROM " 4. " 12'-7" THE SAME MANUFACTURERS SYSTEM. DO NOT MIX 12 GA. SPLAY WIRE 012'-0" O.C. EA. WAY 2-1/2" 16'-6" DRILL 5/32" HOLE MANUFACTURERS SYSTEMS W/ MIN. 4 TIGHT TURNS IN 1 1./2" BOTH ACOUSTICAL P I 3" 20'-2" I/ & INSTALL 1/8" NOS OF WIRE. INSTALL IN 4 DIRECTIONS 0 " " 4 - . � ... .. .. .. ...... ...... .. 26 0 BOLT & LOCK-90 ANGLE TO EACH TYPICAL. POP RIVET lip ING NUT. 4 -.�\ MEMBERS ON L (NO RIVET) eh EMT. SLEEVE ► 2" PERIM ' ME R 0 �1� �I - ST R CHME LS kit i. �W NOTES 1 I SLOT CUT. �. ATTACHME - 1 1/2" 1 �1, INSTALL BOLT TO ��� I . ADJACENT WALLS .OPPOSITE WALLS � __, ., , THE OTHER. TUBES ��' SHALL LAP ONE- ` �,-- ANOTHER 4" MIN. MAIN 'T' `0; : 0 12 GA. HANGER WIRE 40 .-- �' NOTES IN FULLY EXTEND .vs- ... CROSS RUNNER MIN. 3 TIGHT TURNS CROSS RUNNER POSITION. '�� p4' �� 1. 1 4 THE LENGTH OF �. � ,! MAIN RUNNER. THE END RUNNER 2" (MAX.) FROM BRACING WHICHEVER IS LEAST. — MAIN RUNNER ACOUSTICAL PANE STRUTS OTHER THAN WIRES TO CROSS RUNNERS USG - DGLW26 2. NAILS 0 ENDS OF HORIZ. I I E.M.T. MAY REQUIRE /.-. -,s71101 r• CROSS RUNNER. SUSPENDED DRYWALL SYSTEM STRUTS ARE TO BE ENGR. CALCULATION. PLACED W/ NAIL HEAD 2 TOWARD OF SPAN OF . -j...-... o SEE A9/A-3.1 FOR ADDITIONAL INFORMATION STRUT. LARR 22179 SUSPENSION SYSTEM SEE A9/A-3.1 FOR ADDITIONAL INFORMATION LARR 22069 CEILING PANELS Dl DETAIL 0 CEILING D6 DETAIL 0 CEILING D9 DETAIL 0 CEILING ... - N.T.S N.T.S N.T.S NOTES 1. ALL LIGHT FIXTURES & HVAC AIR REGISTERS TYPICAL: 12 GA. VERTICAL HANGER WIRE 0 EXISTING METAL SHALL BE SUPPORTED BY 12 GA. HANGER WIRES 4'-0" EA. WAY W/ MIN. 3 TIGHT TURNS IN �, WITHIN 3" OF EACH CORNER AND TWO (2) 1 1/2" BOTH ENDS OF WIRE DECK FIELD VERIFY. HANGER WIRES (SLACK) AT DIAGONAL CORNERS. COMPRESSION STRUT . 12 GAUGE WIRE TOP CHORD OF EXISTING CEILING SYSTEM SHALL NOT SUPPORT OTHER IN' CO 'ESSION STRUT 0 12'-O" EA. HANGERS AT 4'-0" O.C. JOIST. FILED FILED VERIFY. ITEMS. , ■ o N OR ERY 144 S.F. OF CEILING EACH WAY. 2. WIRES TO PENDANT MOUNTED FIXTURES SHALL BE REA • • U: STD. 47-18 LOCATE 0 SPLAY RUNNER TEES 4 N0. 12 WIRES SPLAYED EXISTING METAL DECK FIELD VERIFY. 9 GUAGE AND FIXTURES SHALL BE INDEPENDANTLY WI 0 SEE 1/A-3.1 45' IN 4 DIRECTIONS 90' - ; ":/ 2"x2"x1/4" PLATE SUPPORTED BY BUILDING STRUCTURES. FIRST WIRE APART. ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 WASHER, TYP 3. CLIPS , STRUTS , RUNNERS MUST BE ALL FROM TOP CHORD OF EXISTING /� THE SAME MANUFACTURERS SYSTEM. DO NOT MIX PLAY WIRE 012'-0" O.C. EA. WAY No. Revisions/Submissions Date JOIST. FILED VERIFY. /I ,,,,,,,,;,,,,, 400T2 -43 CON ,THRU BOLT TO FIT TO % WASHER, TYP ,N,,,,, EXISTING ROOF JOIST 8 ,..-� " % CO NT. UNPUNCHED TOP �. 00:110100001::,,,,,,, MAX. / 8 MAX. architecture, P.C. ao ,,,,,,,,,, �.� �.� ''�,,,,,,,,,,,,,,,,,,,,,,,,� TRACK GA AND SIZE TO �! —i - ii ■• 400T200-43 CONT. W/ MATCH FRAMING. ANCHOR TO WALL 6-0 """" ■� �•� BOTTOM CHORD 0 16" O.C. 6'- 12'-0" 12'-0" " THRU BOLT TO FIT TO r EXISTING ROOF JOIST � '�,� � MAX. MAX. MAX. MAX. NO.10 SCREW AT 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 CENTER OF SLOT MAIN 'T �• Donald J. Rethman, Architect In Charge License: 4036 ALTERNATING 3 5 8" 20 �� GA. MTL. STUD BRACE AT LINE OF EXISTING WIDE CROSS RUNNER FLANGE BAR JOIST, p' Drawing Title — 4'-0" O.C. TO UNDERSIDE " LARR 22179 SUSPENSION SYSTEM S I E S M I C OF STRUCTURE ABOVE VERIFY IN FIELD. 2 (MAX.) FROM BRACING �; LARRi 22069 CEIUNG PANELS - STUD BRACE TO STRUCTURE WIRES TO CROSS RUNNERS CEILING DETAILS TOP CHORD ATTACHMENT METAL FRAMING LARK 22179 SUSPENSION SYSTEM LARRf 22069 CEILING PANELS Drawn Project No. Seal �'`. .t ijA , 'b, AA 865606.00 SEE A6/A-3.1 FOR ADDITIONAL INFORMATION `: Q / K� r.", Checked Scale ✓� JT/BH�`' ` / AS NOTED ��.� � ..... ��:,._.s�. ;. h i: �jDate Drawing No. , .,„. DETAIL 0 CEILING ATTACHMENTS A6 DETAIL 0 CEILING A9 DETAIL 0 CEILING Al .r _ _ 12/23/08 A-3. 1 N.T.S N.T.S N.T,S I � 'A-`, ©2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 a l C. ` 3 0 1 2 3 4 5 6 7 8 9 10 11 12 FIXTURE QTY DESCRIPTION SPEC / COMMENTS FIXTURE QTY DESCRIPTION FINISH COMMENTS NAME QTY. GRAPHICS LOCATION FINISH COMMENTS QTY. SYMBOLS DESCRIPTION # # GRAPHICS SPECIFICATION _ EQ-1 3 PLASMA SAMSUNG 42" PN42A450 - PROVIDED BY OWNER F-1 0 ENTRY BRAND WALL SEE FIXTURE DCD EG-1 2 EXTERIOR SIGN EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD F/ MICROFRIDGE, MODEL: MFA3TP - PROVIDED BY G.C. EQ-2 2 CPU - PROVIDED BY OWNER F-2 1 EPICENTER SEE FIXTURE DCD EG-2.1 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD clearldv re 0 - EQ-3 2 DVD PLAYER - PROVIDEDBY OWNER F-3 0 5 PLATTER DISPLAY POS SEE FIXTURE DCD EG-2.2 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD EQ-4 2 KEY BOARD & INTEGRATED - PROVIDEDBY FIXTURE VENDER F-3A 0 5 PLATTER DISPLAY POS SEE FIXTURE DCD EG-2.3 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE MOUSE SEE GRAPHIC DCD SINK-PROVIDED BY G.C. EQ-5 2 SPEAKER MAESTRO- PROVIDED BY FIXTURE VENDER F-3B 1 3 POS RIGHT SEE FIXTURE DCD EG-2.4 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD WASHINGTON SQ MALL 0 EQ-6 - F-3C 0 3 POS LEFT SEE FIXTURE DCD EG-2.5 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD 9585 SW WASHINGTON SQ. RD. -- U C SAFE 24"W X 27"H X 1 fi"D WEIGHT 120 LBS. F-2 - EPICENTER F-4 0 ACTIVATE FOCAL SEE FIXTURE DCD EG-2.6 0 WINDOW VINYL ICONS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD SUITE - JI 1 T NANT FURNISHED AND INSTALLED. GC TO BOLT TO FLOOR AS REQUIRED. EQ-7A 1 CPU SHUTTLE SP35P2 -PROVIDED BY OWNERS VENDER F-4A 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-3.1 0 WINDOW VINYL ICONS EXTERIOR WINDOW-BOTH SIDES OF DOOR SEE GRAPHIC DCD TIGARD, OREGON 97223 EQ-7B 1 PROJECTOR SANYO XL51 - PROVIDED BY OWNERS VENDER F-4B 1 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-3.2 0 WINDOW VINYL ICONS EXTERIOR WINDOW-BOTH SIDES OF DOOR SEE GRAPHIC DCD EQ-7C 1 CAMERA POINT GRAY DRAGONFLY2 - PROVIDED BY OWNERS F-4C 1 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-3.3 0 WINDOW VINYL ICONS EXTERIOR WINDOW-BOTH SIDES OF DOOR SEE GRAPHIC DCD O SHEET NOTES 1 FE FIRE EXTINGUISHER - PROVIDED BY G.C. VENDER = EQ-7D 1 IR BAR & CONTROLER - PROVIDED BY OWNERS VENDER F-4D 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-4.1 0 WALL GRAPHICS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD EQ-7E 1 SPEAKER - PROVIDED BY OWNERS VENDER, CEILING MOUNTED F-4E 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-4.2 0 WALL GRAPHICS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD 1. LOCATE FIXTURE TIGHT TO WALL. „ 0 SH SHELVING - PROVIDED BY G.C. - 12X48 WHITE EQ-7F 1 XBOX GAME SYSTEM - PROVIDED BY OWNER F-4F 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED EG-4.3 0 WALL GRAPHICS EXTERIOR WINDOW-RIGHT HAND SIDE SEE GRAPHIC DCD 2. BLOCKING IN WALL PER DETAIL F9/A-9 MELAMINE SHELVES - - EQ-8 1 POS UTC RETAIL UT2800 - PROVIDED BY OWNERS VENDER F-4G 1 SEE FIXTURE DCD - MODIFIED G-1 0 EPICENTER GRAPHIC SALES AREA-CENTER SEE GRAPHIC DCD PRINTER EPSON TM-T88IV - PROVIDED BY OWNERS VENDER ACTIVATE FOCAL 4. DISPLAY EQUIPMENT PROVIDED BY OWNER. F-4H 2 SEE FIXTURE DCD - MODIFIED G-2 0 LIGHT BOX GRAPHIC SALES AREA-LEFT HAND SIDE .� SEE GRAPHIC DCD CREDIT CARD SIGNATURE ACTIVATE FOCAL �-:: : : :::�� : :;� <; :: '; � '.: `�;'::. .::` °:;;:;; CAPTURE/DEVICE HYPERCOM L4250 - PROVIDED BY OWNERS VENDER SALES AREA-BACK WALL F-4J 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED G-3 0 BACKWALL WALLCOVERING SEE GRAPHIC DCD O CF COFFEE MAKER - PROVIDED BY G.C. MOUSE KETRONIC 2MOUSE P2L - PROVIDED BY OWNERS VENDER F-4K 0 ACTIVATE FOCAL SEE FIXTURE DCD - MODIFIED G-4.1 L 1 DIMENSIONAL WALL GRAPHICS SALES AREA-RIGHT HAND SIDE SEE GRAPHIC DCD EQ-9 1 INKJET PRINTER - PROVIDED BY OWNER VENDER F-5 0 EQUIPMENT ROOM SEE FIXTURE DCD G-4.2L 0 DIMENSIONAL WALL GRAPHICS SALES AREA-LEFT HAND SIDE SEE GRAPHIC DCD 0 CB 3'X'4 CORKBOARD - PROVIDED BY G.C. Q-10 0 36" X 36" MICROWAVE RACK - PROVIDED BY OWNER VENDER F-6 0 IN-WALL MERCHANDISER SEE FIXTURE DCD - FUTURE G-4.1S 0 DIMENSIONAL WALL GRAPHICS SALES AREA-RIGHT HAND SIDE SEE GRAPHIC DCD .C. EQ-11 - - F-7 1 4 PLATTER DISPLAY POSE FIXTURE DCD - COLOR ORANGE - MODIFIED G-4.2S 0 DIMENSIONAL WALL GRAPHICS SALES AREA-LEFT HAND SIDE SEE GRAPHIC DCD - SEE FIXTURE DCD - COLOR BLUE G-5.1 0 WALL POSTER SALES AREA-LEFT HAND SIDE GENERAL NOTES EQ-12 1 PHONE PROVIDED BY OWNER VENDER F 8 0 3 PLATTER DISPLAY POS SEE GRAPHIC DCD 0 WB 3'X'4 WHITE BOARD - PROVIDED BY G.C. EQ-13 1 WIRELESS MODEMS - PROVIDED BY OWNER VENDER F-9 1 CEILING FOCAL SEE FIXTURE DCD G-5.2 0 WALL POSTER SALES AREA-LEFT HAND SIDE SEE GRAPHIC DCD A. PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATION SECTION F-10 0 IN WALL LIGHT BOX SEE FIXTURE DCD G-6 1 PROMOTIONAL POSTER SALES AREA-RIGHT HAND SIDE SEE GRAPHIC DCD 06100 IN EXISTING WALLS AND NEW PARTITIONS FOR ALL CASEWORK, '�' SHELVING, COUNTERTOPS, TOILET ACCESSORIES, AND OWNER SUPPLIED FURNITURE G-7 1 FIXTURE BAND GRAPHICS SALES AREA-RIGHT HAND SIDE SEE GRAPHIC DCD EQUIPMENT. COORDINATE WITH SHOP DRAWINGS. B. ALL SALES AREA FIXTURES. NEW CONTACT FN-1 1 SCOOP STOOL SEE FINISH SCHEDULE G_7.2 1 FIXTURE BAND GRAPHICS SALES AREA-BACK WALL SEE GRAPHIC DCD C. ALL SERVICE COUNTER TOPS TO COMPLY WITH ICCANSI A 117.1-1998 FN-2 2 PEBBLE STOOL SEE FINISH SCHEDULE 904'3 F 1 EQU I P M E N T LEGEND F 3 ÀY EQUIPMENT LEGEND G-8 4 COUNTER GRAPHICS SALES AREA-RIGHT & HAND SIDE SEE GRAPHIC DCD D. BACK OF HOUSE TABLE, CHAIRS TO BE PROVIDED BY CLEARWIRE AND FN-3 0 TABLE PROVIDED BY OWNER G-8 2 0 COUNTER GRAPHICS SALES AREA-RIGHT & LEFT HAND SIDE SEE GRAPHIC DCD INSTALLED BY GC INSTALLED BY G.C. FN-4 0 CHAIRS PROVIDED BY OWNER - E. ADA ACCESSIBLE CASH POD F7. SEE ELEVATION A5/ A-9 EQUIPMENT PROVIDED & G-8.3 0 COUNTER GRAPHICS SALES AREA RIGHT & LEFT HAND SIDE SEE GRAPHIC DCD FN-5 1 24" X 36" SHELVING PROVIDED BY OWNER VENDER G-8.4 0 COUNTER GRAPHICS SALES AREA-RIGHT & LEFT HAND SIDE SEE GRAPHIC DCD G-8.5 0 COUNTER GRAPHICS SALES AREA-RIGHT & LEFT HAND SIDE SEE GRAPHIC DCD G-9 1 IN-WALL MERCHANDISING HEADER SALES AREA-RIGHT HAND SIDE SEE GRAPHIC DCD AA Y.9 E4 FIXT/ FURN SCHEDULE E8 GRAPHIC SCHEDULE FIXTURES/FURNI LISTED ARE TO BE PROVIDED BY OWNER'S VENDER. GRAPHIC LISTED ARE PROVIDED OWNER'S VENDER. SHEET SYMBOLS W , EQ-12 10'-4" , HOLD NOTE: �'$ FIXTURE TAG - SEE FIXTURE SCHEDULE ON THIS SHEET EQ-13 O ID MODIFIED FIXTURES, G.C. TO COORDINATE WITH FIXTURE } I VENDOR PRIOR TO FABRICATION. ,,,/„/,,,,,,,,V/74/ ,,,,,,,,,rrr,,, irroiiirrriiuririiriiiicuiiiiiiriirrrirrirriiirrrurrrrrrvirirrrrrrirrrrirrrirrrrrrinrrirrririiiiiriiiiiiiivriiiiiiiirrif�. II■ (XX-XX) GRAPHIC TAG - SEE GRAPHIC SCHEDULE ON THIS SHEET 0 <F-4H> 1: //7, ',,„„;44,,,,,/.,,, �,,,,,,�� EQ-2 EQ-4 A 0 D7 ® 0 . r* '/ '�`'% EQ-1 V EQ-5 j EQ-8 111.11 %,,. F-48 f41s ®MODID illa Ve... W /•40 0)%////%//%%%%// ® ,- 0 41E11 ell MODIFIED EQ-1 F-2 OT : -7C 0TYP U �� \\ili, _ /� -./''7.1, /` \\ MODIFIED MIRRORED � G 8 G1 �� /till \ \\ G-6 I tiii, G-4.1 (( O r 0 DS1 G7 ( (i A-6 ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 �i�.ii ,\\ \ // AREA No. Revisions/Submissions Date \\\N� �/ // i ( ioo ) Il■ NN F_g O I (leS14411111farThrl :'= j 3.9 m EQ-7E 4'-2" architecture, P.C. / z,> 4 I j/ v%p 3.8 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 Donald J. Rethman, Architect In Charge License: 4036 Drawing Title FIXTURE & GRAPHIC ® PLAN El Seal fi r.� 3 Drawn Project No. A-6 �:r'$ 865606.00 a "4 _ Checked Scale ;,:) 'N JT/BH 1/4" = 1'-0" " " '1 ; Date Drawing No SCALE: 1/4 = 1 -0 ' .-.3,2 � . Al FIXTURE & GRAPHIC PLAN 12/23/08 A-4 0 2 4 8 NORTH . A :t:' t• �': iv<27 1/4 1'-0" 1 I 2 3 I 4 5 6 1 7 I 8 I 9 1 10 I 11 I 12 ` ` 1 r I I I ;',-1.{, a: ©2008 DESIGN FORUM ARCHITECTS (2- ©o 1 2 3 4 5 6 7 8 9 10 11 12 DOOR LABEL FRAME THRSLD. UL RATING HARDWARE .0. 1 LOCATION 55 niF,NNifsrd FINISH QTY. ITEM DESCRIPTION MFG. NUMBER MFG. 1.1 • Z. ,..,:l k , , A , .,.. ., .... . . . , 4 '41 1.4 . .. . , : . LOUVRE Clearw re EQ 1 --Jv VENT 0-- ------- . , . . . . I 116-W0v 1 We -4 ■.1%/121.01 111 i WASHINGTON SQ MALL . , . I I l' 1 9585 SW WASHINGTON SQ. RD. TYPE "A" TYPE Al" " SUITE - J1 TYPE "B" TIGARD OREGON 97223 9 I 1 I „ m .t. .- -- -- - I ' 1 1 1 \ / \ " - - ...• AU III. DOOR NOTES 1 1 1 \Y < /\is ---- •111111111k MI ...11.■AM.A AIM,MA A 1.11$,■.' ,'..: :;' k ALL DOOR HARDWARE TO BE COMMERCIAL GRADE SATIN 1 1 I I _ t) \ - •-----1111011111111111,A NI. .•••I CHROMIUM PLATED 626. (/ .. - ..,.... - B. ALL LOCK SETS TO BE COMMERCIAL GRADE 1 FINISH BY 1 LOCK SET AL 80PD NEPTUNE SCHLAGE 626 PROVIDE NON REMOVABLE PINS (NRP) \ f\\11 / .*) - ■IIMIL1111111 'Ilk MOM 1 - lh',W. 11111111111111111111. M •I.- ' SCHLAGE, D-SERIES/RHODES OR EQUAL. C. ALL DOORS AND FRAMES TO BE PAINTED SEMI-GLOSS 3 A SECURE S-0*r-0* 3/4 H.M./P-4 HM P-4 1-1\2 PR HINGES - NRP 4.5 X 4.5 TA2714 NRP McKINNEY 626 PROVIDE LATCH GUARD USE *BC GUARD PLATE P-1 UNLESS OTHERWISE SPECIFIED. STORAGE 16GA \ / D. UV WITH CLOSERS SHALL COMPLY WITH THE FOLLOWING: ROOM 1 CLOSER 4000 SERIES LCN ALU * LOCK HARDWARE PURCHASED AND INSTALLED BY GC. DOOR PREP BY GC SILENCERS #20 IVES TYPE "C" c„)TYPE "D" M i,, , 1. 5LBF MAXIMUM FORCE FOR OPENING DOOR 2. FROM AN OPEN POSITION OF 70', DOOR SHALL TAKE AT 1 DOOR STOP FS436 IVES 626 LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES 1 KICK PLATE 8400 8x36 IVES 626 FROM THE LATCH, MEASURED TO THE LEADING EDGE OF , . / \ THE DOOR. \ / \ _ , • , . , / . . <NY\ ‘. II ::* ::. :: ‘C4/ \, , / \Y \ 4 14k / \ \ / // * .' ...,:i..i , LN7,77:41$11 /, / IR ' \ / TYPE "E" TYPE "F" :::: , .,. H .:-/ :A5 . .,. . ,......, . ., %SI , \ !III24 \ 1 vir55DB 1k c 0,,, ,,,, A5-D5 \ . 5B /11rAlik NV I_ ' t\ Miki NW \ / T TYPE "G" / TYPE "H" 1/4* CLEAR TEMPERED GLASS D1 DOOR & HARDWARE SCHEDULE NOTE: 1. ALL HARDWARE SHALL BE ADA TTTLE 3 COMPLIANT. D1 0 DOOR TYPES 2. SEE SHEET A-10 FOR ACCESSIBILITY REQUIREMENTS. C3 * LOCK HARDWARE PURCHASED AND INSTALLED BY GC. DOOR PREP BY GC NTS LI f - t • -DOUBLE MIL SIGN REQUIREMENTS: TACTILE INT SIGNS: LETTERS AND NUMBERS SHALL LETTERING RAISED CORRESPONDING GRADE NET STAOR DOWN-) ( 11113 STAB UP -) OUT Ft1 0 U T E -) NET-) LETTESBEERIFURPTYPs:E COLOR: WHITE (,. 1/32' _I":. I /2' CSMONTIDNUOUS LETOSITHGNE SDHALLOOR.BE . 3T2AErCBAITTRAILLE)U-OJERER;E(RTHTIS° 0 -CONTINUOUS SEALANT. MP.) DCANSUEM'BSAE NRSS SHALL \ .., 1/2s s- 1 .. , /2' .• 2t , 1/ * . 1. pRiEfcEILDY VIS0IBNLE0RANAD JAD DUcRABENT 2. HEIGHT OF LETTERS 1* MINIMUM. WHITE OR BLACK (MT N AM DOWN-) (MT HMV 1SP -) (TO Our -) / ADDITIONAL INFORMATION r 1 ..: .4„.,,. .... SEALANT. (TYP.) LETTERS TO CONTRAST WITH STOREFRONT COLOR. BE AT LEAST 5/8” HIGH, 7 . .0 ° .:. DOOR JAMB ANCHOR (3 PER „ DOOR JAMB BUT NO HIGHER THAN 2*-..-- IN c., JAMB, MIN.) ANCHOR (3 PER EXIT DOOR SIGNAGE SIGN REQUIREMENTS: JAMB, MIN.) 111111101111 1 UM METAL FRAME PAINTED. MI METAL FRAME 3* HIGH INDMDUAL VINYL LETTERS, CENTERED ABOVE ENTRY DOOR; COLOR 1. EACH GRADE-LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD *DOT*. (1003.2.8.6.1.'Ald 2. EACH DOT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR DOT BY MEANS OF AN EXIT ENCLOSURE OR PARTIAL TACTILE EXIT SIGN DETAIL fl.M. STOP ALL 4 SIDES. PAINTED. AND TEXT TO MATCH BUILDING STANDARD EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE DOT SIGN WITH THE WORDS, *DOT ROUTE". (1003.2.8.6.1.3) B SIGN BACKGROUND COLOR: 4•11.11111■1■101■••111.111111111■1•10111141r11111111.11111111u11111111■171110011W■ VIIMONINIMMININIONI.■••■■■±IMMAINNa.1111•10 I I.M. STOP ALL 4 NOT TO SCALE SIDES. I/ 3. EACH DOT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR DOT BY MEANS OF A STAIRWAY OR 'RAMP IS PMS262C. REFER TO SPEC IDENTIFIED BY A TACTILE DOT SIGN THAT STATES *Dar STAIR DOWN*, *EXIT RAMP DOWN*, *DOT STAIR UP* OR * (fl. FOR ADDMONAL INFORMATION A DETAIL AT HEAD B DETAIL AT JAMB riC%[(1% RAMP Up , APPROPRIATE. (1003.2.8.6.1.2) 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO i WALL MOUNTED 01011131[113WEIUMMOMME ) HAVE A VISUAL DOT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, *EXIT ROUTE*. 0003.2.8.6.1.4) / / TACTILE ,... .... / SIGNAGE TO BE A,...... .A „,1_,=----- WALL PARTMON AS ■.. WALL PARTITION AS ... SCHEDULED. REFER // 5. EACH DOT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, 'TO MTN. / LOCATED ON 1/2* i ,. il-.1 ..1 .1 2" SCHEDULED. REFER TO I SHEET A-2. CONTINUOUS SEALANT. 1/2* ,-.' *../ 41/2*TO SHEET A-2 II:. DOUBLE MIL STUDS. 2) // (1003.2.8.6.1.5) 6. LETTERS ON SIGNS ARE RAISED 1/32*, SANS SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. (1003.2.8.6 & 11178.5.5.2) /// #6,4* LATCH SIDE OF MR CLEAR OF DOOR No. ISSUED FOR PERMIT AND LANDLORD APPROVAL Revisions/Submissions 12/23/08 Date .. CONTINUOUS SEALANT. (TYP.) 7. RAISED CHARACTERS ARE BETWEEN 5 8" AND 2 HIGH. 1003.2.8.6 & 1117B.5.5.2) / ( ( mxinr"))-----44-C / ce9) / (TYP.) SWING. MOUNT a / 8. BRAILLE DOTS ARE 1/10 ON CENTER IN EACH CELL WITH 2/10 SPACE BETWEEN CELLS, MEASURED FROM THE / C■1 0 DOOR JAMB ANCHOR ..... - _..... 0 60* TO SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL (1003.2.8.6 & METAL FRAME PAINTED. " 1-(3 PER JAMB, MIN.) // C") 1117B.5.6) [NOTE: CA AND OTHER JURISDICTIONS ONLY] // 0 CENTER UNE 1 I METAL FRAME PAINTED. / 9. BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40* ABOVE THE BACKGROUND. (1003.2.8.6 & 1117B.5.2) / OF SIGN TO deSgri0fMni FLOOR. DOOR AS SCHEDULED. 10.CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL MATTE, OR OTHER NON-GLARE FINISH. (1003.2.8.6 & ( ==e ■ -4---- -...-_______________ DOOR AS SCHEDULED. /■\ 1117B.5.2) \ architecture, P.C. co 0 DETAIL AT HEAD -4-- D DETAIL AT JAMB J I 11.CHARACTERS CONTRAST WITFI 'THEIR BACKGROUND (UGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS \ ON A UGHT BACKGROUND. (1003.2.8.6 & 1117B.5.2) \ ID \ 12.LETTERS ON SIGNS HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT BETWEEN \ co \ \ GLAZING SEALANT 1:5 AND 1:10. (1003.2.8.6 & 1117B.5.7) 4 g 1/4* TEMPERED / __/1/ \ 13.SIGNS ARE TO BE INSTALLED ON THE WAL1 ADJACENT TO THE LATCH SIDE OF THE DOOR. (AT DOUBLE LEAF DOORS \ 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 CLEAR GLASS -H.M. STOP ALL 4 SIDES DOOR PER \ AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT \ ar9 24 Donald J. Rethman, Architect In Charge License: 4036 \ PLAN \ ■ WALL, PREFERABLY ON THE RIGHT.) 1003.2.8.6 & 1117B.5.7 \ \ a METAL FRAME (PAINTED) FINISH FLOOR 14.MOUNTING HEIGHT IS 60* FROM THE FINISHED FLOOR TO THE CENTERUNE OF THE SIGN. (1003.2.8.6 & 1117B.5.7) Drawing Title CJ \ \ ,77 PER PLAN \ 15.MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3* OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING - \ _ SCHEDULES . \ OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (1003.2.8.6 & 1117B.5.7) 4111.■ \I.Mill■•■•■••■•••IND•■••■•••Ak N.. DOOR ._ , INTERIOR VIEW TACTILE EXIT SIGNAGE ,,,rt7, 7". .4,,f) sbr ,----- - ',4 Drawn Project No TACTILE EXIT SIGNAGE NOTES Oh (PLASTIC SIGN) 1.- -.t. .,, . , ,,;-, ,,,. AA 865606.00 0 DOOR JAMB CI) SIDELIGHT F DOOR THRESHOLD 0 ENTRY DOOR SIGNAGE (VINYL SIGN) A NOT TO SCALE INF NOT TO SCALE * - , - fillVigirei Checked Scale "daWa' -:::,*' : - ' - T/BH AS NOTED hi... ; :osio.s, „, ... ,,,,,4 Al FRAME TYPES A5 DOOR SIGNAGE A7 TACTILE EXIT SIGN DETAIL . . „..i., f;'.Pri 9 Date Drawing No. , 1-..,„ 1 ,.:;';;, ;7 .,:;, 2/23/08 A-5 .,;1 .. "':". 4-- ,,J 3"=1'-0" 1/2"=1'-0" '4'J.- '`,'71 r('',,- :,-''''') '' t' ' ' ) l'.'4' • 1 2 3 4 5 6 7 8 9 10 • 11 12 (3- -2..,.. eTh ©2008 DESIGN FORUM ARCHITECTS i I 2 I 3 I 4 I 5 I 6 7 I 8 1 9 I 10 I il I 12 ill _ clearw re WASHINGTON SQ MALL 9585 SW WASHINGTON SQ. RD. ...- SUITE - J1 TIGARD, OREGON 97223 A9 A9 A-7 A-7 0 SHEET NOTES 1. SIGNAGE AREA. VENDOR TO SUBMIT UNDER SEPARATE PERMIT. /ELEVATION NOTE: (EXTERIOR SIGNAGE NOT ----A 2. NEW SOFFIT; METAL POWDER COATED PANEL, TIGER DRYLAC RAL 6018, SEE SECTION DETAIL A9/A-6 FOR ADDITIONAL INFORMATION. IN CONTRACT) 3. PAINT EXISTING DOOR TO MATCH CT-4. FOTHOI7LED 0 FO3SHORTEtiED aCe g k ALL SIGNS ARE SUBJECT TO O g F0fSHORTEIN,ED 11111 4. PAINT BOTTOM 4" OF EXISTING DOOR TO MATCH CT-5. 5. EXISTING MALL SOFFIT TO REMAIN. . :-. = LANDLORDS WRITTEN APPROVAL ON -7.' 6. EXISTING NEUTRAL PIER TO REMAIN, REPAIR ANY DAMAGE THAT OCCURS PREPARED SHOP DRAWINGS AND ks....."------ DURING CONSTRUCTION. 1-- _ SPECIFICATIONS FROM SIGN O . TN- MANUFACTURER PRIOR TO SIGN C)-... FABRICATION. i. .. I CT-4 1-- ft //' ' ‘ u.; (.D B. SIGN SHOP DRAWING SUBMITTAL SHALL 1-,-; 5 ---: a,- > = \ , 1 '''. --- ' ca r– I— **--- / •\. -; i__Lu INCLUDE AN ELEVATION OF THE . E 1- -- —- -- — - -1 --., ....c.,„ ,„ i. 1-- i \ , I I ; ii (a= STOREFRONT WITH SIGNAGE COMPLETELY I I k -in I i . / ::: DIMENSIONATED AND DRAWN TO SCALE, L 1 J cr) . !, 8 WITH SECTIONS THROUGH LETTERS AND ' i Ar ATTACHMENT ASSEMBLY, AND ALL MATERIAL A , 1 ill Nom MIIIMVI I AND COLORS USED. C. SUBMIT 2 DRAWINGS TO 0 - , GENERAL NOTES I CT-4 .1--..„....,__J,..., CT-4 LANDLORD'S TENANT COORDINATOR '"±"" CT-4 €111 A. EExTEXTERRII0ORR FEILEVNISAHTIEOSNExS iSsRHONWGNOFRORBYRELANFERDELNOCRED PuUNREPSOSSENSOOTENDLYO. OTHERWISE. I ID LA: 2 — .., >: FOR REVIEW AND APPROVAL u: 0 - al >7 = B. SIGNAGE AS SHOWN IN THESE DRAWINGS IS SCHEMATIC ONLY FOR ILLUSTRATIO lo■ f i OPEN TO BEYOND 1z) 2 D. SIGN MOUNTED TO RACEWAY a CD CD Z ,----OPEN TO BEYOND -/i PURPOSES AND DOES NOT IMPLY OR DESCRIBE ANY MEANS METHODS OR DETAILS PERTAINING TO INSTALLATION OF SIGNAGE. IT SHALL BE SOLELY THE 1 1 -co u.i ATTACHED IN FRONT STEEL CHANNEL 1 z "a) UJ SIGN CONTRACTOR'S RESPONSIBILITY TO DESIGN, FABRICATE & INSTALL THE 1 COLUMN BEYOND \\H P-4 1 a. 0 FRAME OF CANOPY. SIGN UNDER SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS L. 1 0 SHALL BE COORDINATED BETWEEN THE SIGNAGE CONTRACTOR, THE LANDLORD 14i 14t- AND HIS DESIGN PROFESSIONALS. - —1 :: _ ___ I CT-5 RB-1 CT-5 I CT-5 . w El EXTERIOR ELEVATION E7 EXTERIOR ELEVATION 1/4"= 1'-0" 1/4"= 1'—O" C:3 wow 8/8” GYP BD so c3 1 0 PAINTED P-4 -..- = xx xx xx \ c.) Ali .... EXISTING FRAMING ---------_______._ 111111111111■- 3 5/8" MTL STUDS O 16" O.C. CERAMIC TILE ON 5/8" GYP BD THINSET BED OVER u: ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 5/8" TILE BACKER >: CD BOARD Iv T No. Revisions/Submissions Date EXISTING FRAMING :>- n 3 5/8" MTL STUDS Cf 0 O 16" O.C. "ir., ' d[eSlignllkforUin ___-....- 4" oo . EXISTING FRAMING h. m architecture, P.C. .:5 .:xx iii 1.710r- `,- N. 6" MTL STUDS 0 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 I 16" O.C. Donald J. Rethman, Architect In Charge License: 4036 V METAL POWDER COATED PANEL . OVER 5/8" GYP BD TO MATCH : Drawing Title EXTERIOR TIGER DRYLAC RAL6018 u 0 w ELEVATIONS I * CD CD z \--EXISTING SLIDING GATE i = --. ,--' , ...,. "COW I a_ Seal -'1, t, . ' ' .'-i 1.::,'Th'e, Drawn Project No o I\I(Nr _.-BUMP OUT LINE , , ---t, . ,o, M 865606.00 i, *i -.), a I I I LEASE LINE ,.' , ' -__ '"" t ecked Scale I ,,, , . _. , , _, , , ...), JT/BH 1/4"=1'-o" ....,, , • . . A9 SOFFIT DETAIL ill 11‘,...'''' dift`fk Irate ..,. — .,, ',( ri,°,,T . Drawing No .1, ''',. 1.0 i,' 1:7,`,t ,' ,,,,, ts 12/23/08 A- 6 1/2"= 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 '..L.,.-/-,..- ©2008 DESIGN FORUM ARCHITECTS . ,-*2— tt.73/4:ta 1 I 2 I 3 I 4 I 5 I 6 7 I 8 1 9 I 10 I 11 1 12 0 4 FORESHORTENED .*, FORESHORTENED r f Clear \At - I P-1 P-4 I P-2 1 p_4 V.I.F. .I.F. FACE OF ( G_7 4, G7 }-0 111)4111 9583T:tp RD. F 4G /,1LILkIo . //. 8�_O>r 97223 I I I. -I I EXISTING SOFFIT • I = I ( G-3 ) I c=--m I ( G-6 I ( G-6 ) I (G-7.2 }- r I I I 1 I I , ( I I I OPEN TO m � L -� �, ,,_ ---= MALL & P-2 H'' 1 t - --I = AMMEMEMEMMIL F-7 > RB-1 <F-4G -<F-4B> F-4C> F-4H ea F-4B 411131 4111111 MODIFIED MODIFIED MODIFIED/MIRRORED MODIFIED MODIFIED MODIFIED MODIFIED/MIRRORED Gi INTERIOR ELEVATION G7 INTERIOR ELEVATION 1/4" = l'-0" 1/4" = 1'-0" T VE P-4 P-4 1 -‹ F-9 > 1 SOF FIT F -4- 8.0. STRUCTURE CEILING I HEIGHT —[ I ( I I I I l 10'-0" Ati EXISTING LU.WJ L I II III Il I BOTTOM OF SOFFIT V I P-4 ELECTRICAL P-4 \ PANEL. P-3 P-4 \ / NEW PHONE BOTTOM \ / BOARD OF SOFFIT \ // FL A 1 1 I F 1 1 E / \ Q Ll / \ n' o P-4• I • \ • \• 7-- / t RB-1 F-7 F-3B> RB-1 ( -1 RB-1 S -JET S OFIED MODIFIED o P- SEE WALL FINISH SCHEDULE SHEET A-2 D1 INTERIOR ELEVATION D7 INTERIOR ELEVATION D1 0 INTERIOR ELEVATION etio SEE FIXTURE SCHEDULE SHEET A-4 ( EG-4 ) SEE GRAPHIC SCHEDULE SHEET A-4 1/4" = l'-0" 1/4" = 1'-0" 1/4" = 1'-0" ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 MEM No. Revisions/Submissions Date deSgrillifainlb co architecture, P.C. 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 Donald J. Rethman, Architect In Charge License: 4036 — Drawing Title I N T E R I O R : _ ELEVATIONS .,,, F Drawn Project No 865606.00 ' - Checked Scale �< ' JT/BH 1/4" _ l'-0"--1 4 :„, `, Date Drawing No wpr . .:`,,'4 a; �.� :( 12/23/08 A-7 . ,„:, , , . ,, ,, ,,,,, ,,, ._, , ,,,,,,,,,„ 4,.,. 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 / ©2008 DESIGN FORUM ARCHITECTS - C22Th C o6 1 I 2 1 3 I 4 5 1 6 I 7 I 8 9 I 10 I 11 1 12 . —4----- „..----r-----5/8" GYP. BD. WOOD ENGINEERED FLOORING iz LINE OF FIXTURE 111, ah 8'-0" A.F.F ir BUILD UP FLOOR WITH cIF Q OF BLOCKING clearw re LATEX FILL AS NECESSARY ADJUSTABLE TRANSITION BY SCHLUTER ON I TO ALIGN WOODEN FLOOR FINISH SCHEDULE TS-2 NATURAL ANODIZED - 2X4 FRT WD BLOCKING UNE WITH TOP OF FINISH I CERAMIC TILE FLOORING v VCT ....._...7._......,...._.....0 ..... II Am ---PARTMON AS SCHEDULED WASHINGTON SO MALL ____ ____ , 9585 SW WASHINGTON Q. RD. ... . , . ,. . , - - 3/4" FRT PLYWOOD SUITE - J1 .. , q ' , . - 5P-0" TIGARD, OREGON 97223 - Kir c_ OF BLOCKING / , . , --r CONCRETE SLAB SEALED CONCRETE I FLOOR I %t 1....._. = B - SECTION F9 B WOOD ENGINEERED FLOORING TS-1 A-9• --I BUILD UP FLOOR WITH Eel CERAMIC 'TILE ill LATEX FILL AS NECESSARY z) FLOORING I IIII , mom NEEMENESEllri _.....i / 7 • , --,,,, r / ' _10 TO AUGN WOODEN FLOOR F.) 11111111111111111111111111111111111.1111MAIIIIIIIIIIKANIMMIMINEN _ Z UNE WITH TOP OF La SETTING SYSTEM m CERAMIC flLE FLOORING a- I 2X4 FRT WD BLOCKING X NVINblt. PARTITION AS SCHEDULED C., //siii /rE/ I L AR 3/4"OFGF RY T PF.IPXBTLYUDW.R OE OD 34RWWOKING VIES - SEEPN " / A - PLAN ...... 1111111/1•111111111■1111■1•■■ AIM Fl TRANSITION F9 FIXTURE STRAPPING DETAIL ACTUAL SIZE 1-1/2" =1'-0" #3 X 24" LONG SLAB DOWEL AT 32" 0.C. INSTALLED IN 4)-4" AFF FINISH FACE OF WALL 1/2" DIA. X 4" DEEP HOLES. 10 TOP OF . I .. STING CONCRETE WALL PANEL FIPPI1/41/411111160 CAULK TO WALL ... NEW CONCRETE SLAB (MIN 3500 PSI) : ON GRADE. ON GRADE TO ALIGN Wi EXISITNG. J-MOLD 0 TOP FINISH TO MATCH EXISTING.—\ Ilk OF WALL PANEL ‘ b\ 1 WALL PANEL --4- J-MOLD 0 BOTTOM w 2x4 FRT 2x4 FRT P lir OF WALL PANEL BLOCKING AND 3/4" BLOCKING AND 3/4" 2. SHIM LEVEL WITH FACE --4\---- PLYWOOD AS PLYWOOD AS OF WALL PANEL N. r REQUIRED N REQUIRED ....16. COVED RUBBER BASE '1111 A • • H 3P/L4-"2 FRI T PLYWOOD 12x12 MESH iiii‘\\ COMPACTED FILL AS REQUIRED. PROVIDE 1 ‘11111 -..c I 1/4 , ______,MOUNTED 'TERMINATION FINISH FLOOR "... CmOINMP6ACtiATIIOLNvATpOoR95 B%ARMROIEDRIFITE0D PmRAOT:THOR. ....__________,,,__------3/4" FRT PLYWOOD 1.4- , 1._.„ I EXISTING, IF EXISTING IS DAMAGED. -c., • • ADJUSTABLE ., . — • • SHELVES T • • , .....,_ IN ADJUSTABLE ca • • • • SHELVES D5 SLAB CUT DETAIL D9 BASE DETAIL REST RM. ' — - 4 • • 1 _ _ 5 MM HOLE . 2" • le_ "1:1-"---F5OMM ELF Uil i p • FOR SHE SI *ORTS - .. / l'-O" NTS 3"=1'-0" I. • • I ... 2x4 FRT BLOCK -.. • AS REQ'D 1,-0" .1, . HC/2003 BC F-10 - SEE ELECTRICAL FOR a [SEALANT CHAPTER 11 2x4 FRT BLOP NG POWER REQUIRE 1 Iv /4" FRT PLYWOOD i AS REQ'D INTERIOR WALL AS '''-0 3/8" tr) COMPLIANT CASH POD . . n. '" FRT PLYWOOD SCHEDULED , -,-, .411. i elia EXISTING INTERIOR WALL / ,,,,,,Npo - ..p IV -■. c.) 1 1000 '-1 7/8" PL-1 1.... _ WD. BLOCKING INTERIOR WALL AS NM SCHEDULED VIVIIIP - , lik: 1/2* DEEP ADA // ■iv. ACCESSIBLE SINK) 1- 114471/4‘1 .7,,,,,.-----1 PL-2 1 SULATE .4 i i t I I I yi .....=-.. ,, I ISSUED FOR PERMIT AND WIDLORD APPROVAL 12/23/08 / " 5" ...4 EXPOSED i 8" p DRAWER C11 No. Revisions/Submissions Date OPEN BELOW ___,,,... PIPINGN i SINK FOR • - re) ,44 41111 / ADA . =......- ___ - 0#111 , --, 'to COMPLIANCE a ' A Nill deS T T • • Iliforlinaa 1.1 _.9/ aro IN , .../ I C.-) • • 3/4" ADJUSTABLE m , 6" J -c., = m • • • • SHELF 5 MM HOLES 0 C:, architecture, P.C. _.4 41,___ I — UNE OF 1,3 2" OC FOR SHELF c) NI 11-5" CLEARANCE 4' 1 SUPPORTS FOR ADA -11111/ i C71 1 COMPLIANCE Nt\-, -4 F-1 0> 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 1 b\ 'I H I Donald J. Rethman, Architect In Charge License: 4036 A .— 14 As BASE: SEE BASE: SEE FINISH ... FINISH SCHEDULE Drawing Title DETAILS SCHEDULE NOTE: SUPPLIED & INSTALLED NOTE: SUPPLIED & INSTALLED NOTE: SUPPLIED & INSTALLED Seaj,,.$73,'' , ) jr1 '? Drawn Project No. BY GC. BY GC. BY OWNERS VENDER M 865606.00 < e , _ _ ,- ,, _ -:._1.,. ' Checked Scale r -, 1‘1111W111 JT/BH AS NOTED Al SECTION A3 SECTION A5 CASH POD DETAIL — ADA A9 DETAIL --; , _:, i I ,v,,,,,,,,;_, „„,,c,,,.,,,,, _:_,:_, ,,441,, e 1 Date 47 ' AA Drawing No. , 8 12/23/08 A-9 1".1'_0" 1"=1'-0" 1"=1'-0" 1—1/2"=1'-0" LIGHT COVE r . f , . 1 2 3 4 5 6 7 8 9 10 11 12 ©2008 DESIGN FORUM ARCHITECTS cg 1 2 3 4 6 7 8 9 10 11 12 DOOR MOUNTED SIGNS ADA SIGNS lima WALL AS -" , IN 1.C .' R . D ". BOLS 6.SIGNS TO BE A TYPICAL MOUNTING HEIGHTS SCHEDULED 1 36" MIN. 6" MAX. • 1 2\.s., . 4, 6" ,i, si, t 6" 4, S , Co •.. THEIR ONE PIECE INJECTION DIMENSION MOUNTING HEIGHT (INCHES) GRAB BAR 44, I g Ivkirlit m 0 I ND. MOLDED FABRICATION TOILET CENTERING FROM WALL 18 1-1/4* TO 1 1/2" I 1 PI i I '-3 Elk i' l 1 s aS-4!°° aci3E*co WITH RAISED SECOND I si HO P mi' IN M111 .4111111111■_11111 MP --(_‘ .1D ill . to SYMBOLS ARE TOILET SEAT HEIGHT / DIMENSION TO TOP OF S 17-19 mil • - /MN SURFACE GRAPHICS. ..'a :111IIL. clearw re ilAti . • ALL ADJACENT GRAB BAR HEIGHT (SIDE) 33 NOMINAL , .1 _ - 30"x48" 'Mil =---7-0-rif ii Bil,1 i V4111,1 k --.. GRADE 2 D•OR I" ABOVE FLOOR AND 7.SIGN TO BE A CUSTOM TOILET PAPER IN FRONT OF TOILET 12 MAX. m o DIAMETER CLEAR sal i • BE DISTINCTLY COLOR TO MATCH PMS ?..4_ rept'IIIIP _., FLOOR l ......./, /-5" BRAILLE NAPKIN DISPOSAL IN FRONT OF TOILET 12 MAX. L..: $--- 1 Ili IFFERENT FROM DOOR AND 262C WITH WHITE coP 0 b„.A --- - ---- V__Nr. /1.i DISPENSER OR MIRROR HEIGHT 40 MAX. m m 1.,..: SPACE ALL IN COLOR AND CONTRAST. GRAPHICS. - .. ‘v.4,1F-;Ali / 1 \\ - MIN. Iv LAVATORY / SINK TOP HEIGHT 34 MAX. ........ z . WASHINGTON SO MALL 60" DIA. / I \ 0 EDGE cg NI- •PROVIDE ROOM IDENTIFICATION 8.BRAILLE SHOWN IS FOR LAVATORY / SINK KNEE CLEARAN CO 29 MAX. m 5 CLEAR I OF WATER c 3 ...... ----N SIGN ON LATCH SIDE OF DOOR. PLACEMENT ONLY. USE l`c) * co URINAL LIP HEIGHT 17 MAX. PROVIDE (3) 10 S k . I ri 9585 SW WASHINGTON SQ. RD. CORRECT BRAILLE FOR FLOOR CLOSET Z 4. LETTERS & NUMBERS ON SIGNS URINAL FLUSH HANDLE HEIG 44 MX. __I 41717DA ROO i SIGN PRODUCTION. 0 EACH Gs.: '.' SUITE - J11 SPACE . SHALL BE RAISED 1/32" MIN., DRINKING FOUNTAIN Bur R 36 MAX. VI !Mk \ IDENTIFIC. I • SHALL BE A MIN. OF 5/8" HIGH &9.3D TACTILE PLAQUES FASTE LOCA DRINKING FOUNTAIN . 4 CLEARA 27 MAX. TIGARD, OREGON 97223 it SIG .1' . SHALL BE SANS-SERIF CAN BE OBTAINED FROM PR• , 2X6 RAMP / STAIR HANK''I IGHT 34-38 BLO KIN t '4ETWEEN 2,- % = a c) UPPERCASE CHARACTERS. AMERICRAFT DOOR 11111°1-• - 0 GRAB "Loi A.D.A. SIGNAGE ACCOMPANIED CORPORATION (SIGN = '`/# I."11■w .." 32" MIN. i 18" SIGN (1/. K.) BY GRADE 2 BRAILLE. LANGUAGE) 904 4TH BAR L. .TIO . L 32 -lib. =NI CLEAR MIN. (CALIFORNIA ••NLY) 5.REGULATORY SIGNS TO BE STREET WEST PALMETTO, = 'r CLEAR -MI . 1141;‘) r-LATCH SIDE 'TYPICALLY ADA COMPLIANT FL 34221 PHI / OF DOOR TACTILE 3-D PLAQUES PER 1-800-237-3984 FAX HANDICAP SINGLE ACCOMMODATION HANDICAP MULTI-ACCOMMODATION CODE REQUIREMENTS. 1-813-723-2452 TOILET ROOM TOILET ROOM ... - MIN ILET G1 ROOM HC LAYOTOUT G3 ADA RESTROOM SIGNAGE G7 MOUNTING HEIGHTS G9 88PF4TRUCTION G1 1 TYP. GRAB BAR 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 3"=1'-0" WALL MIRROR PER SECTION 4.19 A.D.A.A.G. co /- . 36" MIN. GRAB BAR cll.,. /-.WALL 42" MIN. GRAB BAR H.C. CHECKSTANDS REQUIRED PUSH 44" MIN. 11 60" MIN. 1,-6" / 48* MIN. 48" MIN. #- .i NUMBER OF REGULAR NUMBER TO BE SIDE - - I_ --1 *ROVIDE THIS r- - ..), 12" ,,Ci 1 MAX. 24" IC 12 MIN • MAX) t ' - N 4 4111 I __, --44-1t----------Ir CHECK STANDS ACCESSIBLE 1 ' ir-i6-;;Iiii I ADDITIONAL SPACE a. A IF DOOR IS •=1 -,4 1 TO 4 1 1 ID ,,,, - 3 el • -1146 lc> niirj //,..,PULL I EQUIPPED WITH 411111I■ 4 i- ---,,,, -17. < regammomm 1 li 5 TO 8 9 TO 15 3 I ........----„-A...0 'r'SIDE ' BOTH A LATCH co . = ) .. 4111111111=11. III 32" MIN -. _ PI '-g. )40.,-,.. 1 - 7, .... .._ .-ia.. cp OVER 15 3 PLUS 20% OF ADDMONAL AISLES NI 41 ixitail 1.121 i Liii m ... ilk "MI IkS 1 I . 1--- ---- E45; 21 I AND A CLOSER. DOOR L__ ".--m 24" MIN. CLEAR AT FINISH CL el- n ...,..,., 4 , I I m. ,,74,..... „„71 \ , ,„, Irs. u 1, _ 111,1 : . i. ..., ) /11r ..:. . 44 NI - - - - - DOORS FLOOR EVEN. m....... o - . Z re) re, ** --t 18" MIN. CLEAR AT co 46110"An r .., m INTERIOR DOORS 'AA/ IN NEW CONSTRUCTION, CHECK STANDS, INCLUDING SERVICE bk.. .. .)THRFIEsNHIS0HLDED FLOOR ) 1 . ,-}1 2" MAX - cy, C3 ) 1, i 4i,\:.Lrq) \1°. \ Ii10.) g 1„.ii si HIGH FORWARD RUCs hi • COUNTERS REQUIRING A SURFACE FOR TRANSACTIONS, SHALL BE MADE ACCESSIBLE BY PROVIDING A 36* AISLE ON THE CUSTOMER FRONT APPROACH u_ 1. i ■ SIDE OF THE CHECKSTAND. WHERE QUICK CHECK STANDS ARE SIDE VIEW FRONT VIEW WALL 8" MIN. '*-1 MAX. ARD /--.WALL PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. WHERE REGULAR KNEE CLEARANCE 1111:4111111 '' •" CHECK STANDS ARE PROVIDED, THE NUMBER OF CHECKSTANDS THAT Jr PULL SIDE Iji TOILET & A ORY MOU DETAIL :" N " . 'CLEARANCE. 4, X I -\ ,,.%i ARE ACCESSIBLE SHALL BE AS SHOWN IN TABLE ABOVE. ..... 14" A O I P .. a I Nilk -2*--- --s 0) . IN NEW AND EXISTING CONSTRUCTION, ACCESSIBLE CHECKSTANDS ,- I cN . . 4.,r .,.., I DOOR ._ :I-- ,swoorte SHALL PROVIDE A CLEAR CHECKOUT ISLE WIDTH OF 36" WITH A * 4 . ,41'1; Ma 1 4 THRESHOLD ... I , • I I 4' I" . C ' •OR 'XE >- 4.-.7:31 m * I . 1.),.... _ MAXIMUM ADJOINING COUNTER HEIGHT NOT EXCEEDING 38 A.F.F. THE In; 41c> 36" MIN. I m 113 FINISH o , w III.11 ° g 24 0 „...,:th +---- - - ......1_. Vi ' ..41'k ■•■---2:- 4 11) PO r..._........ m.„„, m . r,-, . .--, .1 c. OF -N- i il .4 -10-k;'hA' Ai' N, 1 . IN. i,1 Va. 7-=•:_l • TOP OF THE COUNTER UP SHALL NOT EXCEED 40" A.F.F. ACCESSIBLE CHECKSTANDS SHALL ALWAYS BE OPEN TO CUSTOMERS WITH DISABIUTIES AND SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS. THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES.* jr , ___,„ ..,., I jr. 8 ?,,--. ,..:( M C3 FLOOR l■ NMI ta- Iv ri) '''.---.--...... .......Q..-:-. wiewwww ...=.Vr-16.1 FINISHED FLOOR 1[011,71* *-4- . L- 4......■•••■■ ,. 2 . 1 FIXTURE Mr 1111 0 La_ X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE 4 0 ro WALL g c±) , GREATER THAN OR TO X. WHEN X IS LESS THAN 20 IN EXISTING BUILDINGS, AT LEAST ONE CHECKOUT ISLE SHALL BE I PUSH SIDE 4 1---• I, c_ ,I, -...... 1 ':LEI,...,:t.‘j•ii.).T, INCHES. THEN Y SHALL BE 48" MAXIMUM. WHEN X IS 20 TO 25 ACCESSIBLE IN FACIUTIES WITH LESS THAN 5,000 SQ. FT. OF SELLING is- I c) L _ .1_ _ _ - - ___J ji aw< 1 . INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. SPACE. IN FACIUTIES OF 5,000 SQ. FT. OR MORE OF SEWNG SPACE, 4 54" MIN. ;-- AT LEAST ONE OF EACH DESIGN OF CHECKOUT AISLE SHALL BE MADE 8 ■ co SIDE VIEW FRONT VIEW MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ACCESSIBLE WHEN ALTERED UNTIL THE NUMBER OF ACCESSIBLE SIDE APPROACH ... URINAL MOUNTING DETAIL \I\ CHECKOUT AISLES OF EACH DESIGN EQUALS THE NUMBER REQUIRED IN NEW CONSTRUCTION. CLEAR FLOOR SPACE ca D1 MOUNTING DETAILS D3 LAV CLEARANCE D5 REACH LIMIT D7 CHECK STAND NOTES D9 MANUVE,RIG CLLARANu D1 1 DOOR THRESHOLD 1/2".1'-0" 1/2"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 3"=1'-0" 0 0 CD NOTE: THE EXISTING ACCESSIBLE ROUTES 1'-6" MIN. I, c--6" MAX. ... OF TRAVEL,PARKING SPACES, ( ENTRANCES,RESTROOMS, AND SIGNS 1. LAVATORY FIXTURES - A CLEAR FLOOR SPACE 30 INCHES BY 4rIfilA ARE TO BE IN COMPLIANCE WITH THE 48 INCHES COMPLYING W/ SECTION 4.19.3 ADA. SHALL BE liir CURRENT CODE. PROVIDED IN FRONT OF A LAVATORY TO ALLOW ' o'WARD j 2" PLUS TREAD, 1,,,V----1 APPROACH. SUCH CLEAR FLOOR SPACE SH. A I ' " ) ■ DEPTH MIN. .) 4"' L OVERLAP AN ACCESSIBLE ROUTE AND SHA . D(TE - 11111111141. RETURN TO ,.- r. R ' TO ,„ , „ , „, 0 ,c e INTO KNEE AND TOE SPACE UNDERNEA LA. ORY. III ANI■ WALL*co , • ,.., ,,,,,„,,,,„, 2. MIRRORS SHALL BE MOUNTED WITH TH ED - • U. 0 - -->- -›- + -›- -1 , ., 4-,,,,,,,,,, ' 4 HIGHER THAN 40 INCHES FROM ' 10 lel' •. I ° Nie -t -,,,,,,, 1 , IV Tri ..... .T, 1).-- ,! ■ 4 . .N.) 7,11 v)-diss.- :2 , 3. TOILET TISSUE DISPENSER SHA . WALL m■-•••'-• ----.-----e-11,am -111' *co RIPING. 1" 1 ,,/ /- 11 * 1 1 ,, i- ,,, % :;, WITHIN 12 INCHES OF THE FR• ' g OF E TOILET SEAT. ...0..----- mg i'',,,, -., ii. I 410 MAX. FROM , 4. -,,, ' DISPENSERS THAT CONTRo DEU '-' ' ' -T DO itC 1 12 EDGE OF 1 4# (. PERMIT CONTINUOUS PAPE" " OW S L NOT BE USED. 7.1..1.-- - -•,-;4‘i=) MO TREAD. ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 71 ,, 3,, • S. tit mom / }-- ** % ' % 4. URINALS - WHERE S ."1" DED, AT LEAST ONE r-4" 1111 ireiliV II 1'-0" MAX. 1.-) 2" TO 4" STRIP No. Revisions/Submissions Date / y... ,, t g SHALL HAVE A LOOR SPA 30 INCHES BY 48 i5-; WIDTH. ii; IC ••• , ,,,...', ' EQUIPM PERM I , HADED AREA / , INCHES IN FR'.1 OF URINAL TO ALLOW FORWARD 14- / APPROACH. P'.,46. • Ill .),..• rik ....14a / I 5. INTERIOr S 'FACES TOILET ROOM FLOORS SHALL HAVE A 4 ''' MIN. IdeSignaliforiM. , -\ , a , ih SMOO , .' NON. **ORBENT SURFACE SUCH AS PORTLAND h . FL. 'R SPACE 1 \i‘ / / .v,r,. ' ... CE . . ' RAMIC 'TILE OR OTHER APPROVED m \t' I NOTE: architecture, P.C. 4, -k'k. '1` MAT ''.1 '.- EXTEND UPWARD ONTO THE WALLS AT LEAST CH . WALLS WITHIN WATER CLOSET r- ■ 1) INTERIOR STAIR - PER APPROACH & THE LOWER TREAD TO 10 I I , A COMPAR ' TS AND WALLS WITHIN 24 INCHES OF THE FRONT . -0111111fft.L. rp l-a HAVE WARNING STRIP. c-) ci_< 2) WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM , SIDE OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT V*-->- -.> --->- *- 4-I MALL ACCESS ...*. u.) ADJOINING SURFACES. 'THE STRIP MUST BE MADE OF A MATERIAL 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 :„ ril ACCESSIBLE 1 -11'.1t ROUTE cRF ‘r OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE A TYPE WHICH IS I (ti - . m CS THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF *of) ' '' THE STAIR. Donald J. Rethman, Architect In Charie License: 4036 TRAVEL 4. ® NOT ADVERSELY AFFECTED BY MOISTURE. I r I -co- --=... I -c■, ..04 ... „----- Drawing Title Lflik 41 I 1 .---. c.1_,b C..) ADA ACCESSIBILITY * -e ± ® a-4 L _ _____ 1.- I DETAILS 1/ ‘■ Seal .r-,1 fl'fl' /1 ri.", , Drawn Project No. %1, MALL ACCESS 6" MAX:->l,1'-6‘. MIN. 4,. M 865606.00 - a -.4- - -E < ' > >- - ->- - CLEAR FLOOR SPACE '-//,.% Checked Scale I .......... ( , 401111W JT/BH AS NOTED Al EGRESS PLAN A7 TOILET ROOM NOTES A9 161ff STAIR RAILING kiAIN CLR. Al 1 1 II:" :-IDate-.:d 12/23/08 Drawing No. . A- 1 0 NTS 1/2" = 1'-0" 1/2" = 1'-0" %,...) 1 I 2 I 3 I 4 1 5 I 6 1 7 I 8 1 9 1 10 11 1 12 -, :, ,,,,,-, (D 2008 DESIGN FORUM ARCHITECTS (..7.--(2 3 '9'S' I 1 I I l I I I 1 1 1 2 3 4 5 6 7 8 9 10 11 12 ` SECTION 010000 - GENERAL REQUIREMENTS SECTION 078413 - PENETRATION FIRESTOPPING 2.02 MATERIALS SECTION 093000 - TIUNG SECTION 09950 - WALL COVERINGS CONTRACTOR USE OF SITE AND PREMISES SYSTEM DESCRIPTION A. Shutter Components MAINTENANCE MATERIALS Coordinate use of site and premises with Landlord and Owner, including but not Provide continuous protection against passage of heat, fire, smoke, and ases at perimeter 1. Slat Type: Aluminum Singled Wall, Extruded Slats: Aluminum, 6063-TS alloy. Extra Stock: 2 percent of each type of tile. Wall Covering: Refer to Finish Schedule for type, color, and pattern. Sealer and Adhesive: As limited to: of and penetrations through fire rated assemblies. Provide continuous protection against 2. Style AL6-E Punch Style 51, Color: To match existing storefront system. MATERIALS recommended by wall covering manufacturer; water based, mildew resistant. Access routes on site. passage of smoke and gases at perimeter of and penetrations through smoke barrier B. Bottom Bar: Extruded aluminum, 6063-TS, 0.050 inch wall thickness. Ceramic Tile: Refer to Finish Schedule. Provide standard grade tile that complies INSTALLATION Building access doors and access routes within building. assemblies. C. Operation: Motor Operated. with ANSI A137.1. Fabricate thresholds to sizes and profiles as indicated Sand off ridges and other protrusions flush with adjacent surface. Patch holes and depressions re Employee parking.locations. MATERIALS 1. Electric Motor Operator type: Single phase 110V-60Hz UL recognized. to provide transition between adjacent floor finishes. Thin set materials in flush with adjacent surface. Remove grease, oil, dirt, loose and foreign matter. Apply primer to clearw Storage and staging locations. Firestopping: One or more of the following: Silicone Elastomer Compound: Single or multiple 2. Provide manual override capability allowing manual operation in case of power outage. compliance with ANSI A118.1 & ANSI A118.4. surfaces to receive coating; allow to dry. Apply.sealer to substrate surfaces. Smooth wall Work and delivery Flours. component silicone penetration sealant or intumescent elastomeric sealant. Putty: Single 3. Provide emergency.egress for shutters covering doors. Grout: Refer to Finish Schedule for color. Provide standard cement grout that covering to eliminate bubbles and ensure adhesion. Remove excess adhesive from seams Use of existing docks, lifts, and elevators. component ceramic fiber base putty or intumescent elastomer putty which expands on 4. Provide individual single pole single throw center off switches to operate each window complies with ANSI immediately. Use of existing oilets, utilities, and other facilities. exposure to surface heat gain. Foam compound: Two component foamed silicone elastomer. shutter. Al18.6. Seal grout per manufacturer's recommendations. Noise and dust control. Formulated compound: Formulated compound mixed with incombustible non-asbestos fibers. 5. Provide exterior flush mounted key switch. INSTALLATION SECTION 10522 - FIRE EXTINGUISHERS Security requirements. Pillows: Formed mineral fiber pillows. Mechanical devices: Incombustible fillers or silicone 6. Shutters to be connected to the emergency backup system to be able to be operated Remove loose and foreign matter from substrate. Fill cracks, voids, and SUBMITTALS Trash collection and daily removal. elastomer covered with sheet stainless steel jacket, joined with collars, penetration sealed in an emergency. depressions with leveling compound. Grind ridges and high spots smooth. Comply Product Data: Include data on extinguishers and cabinets, cabinet dimensions, operational Designated smoking area and butt disposal container. with flanged stops. D. End Caps with TCA's Handbook for Ceramic Tile Installation and ANSI A108 for installation features, materials, finishes and anchorage. Maintenance Data: Include test, refill, or recharge WASHINGTON SO MALL Owner and Tenant Occupancy: INSTALLATION 1. Die-cast aluminum, Style 4 sided, 5 sided, round, Color: To match slats. methods. Center strips under doors where flooring terminates at door schedules and re-certification requirements. The Owner and other tenants will occupy the site and premises during the Install firestopping: At fire and smoke rated assemblies containing sleeves, piping, ductwork, E. Box Housing openings. La out tile to minimize the use of pieces that are less than half of a QUALITY ASSURANCE entire period of construction for conduct of normal operations. conduit, and other penetrating items. At perimeter of fire and smoke rated assemblies. Y P 9585 SW WASHINGTON SQ. RD.1. 0.40 roll formed aluminum, Style 4 sided, Color: To match slats. tile. Provide uniform oint widths. Provide fire extinguishers complying with UL 711 and applicable code. Conform to applicable Cooperate with the Landlord, Owner and other tenants to minimize conflict and j - to facilitate their operations. SECTION 079200 - JOINT SEALANTS F. Side Track accessibility code for location cabinets. SUITE - JI SUBMITTALS 1. Aluminum extrusion, 6063-TS, lined with insulation woven polypropylene runners. Color: SECTION 096500 - RESILIENT FLOORING FABRICATION CUTTING AND PATCHING Samples: Sealant samples showing available colors. To match slats. MAINTENANCE Extinguishers: Multi-purpose dry chemical type, UL 299, cast steel tank, Class 4A: 608: C, 10 TIGARD, OREGON 97223 G. Mounting: Extra Stock: 2 percent of each type of tile. pound nominal capacity. Prior to cutting, provide shoring, bracing, and supports required to maintain MATER S P YP integrity of existing work and protection for other portions of project. Execute Silicone Sealant: ASTM C 920 Type S, Grade NS, Class 25• single component silicone, non 1. Surface mount or angle mount as required by the installation. MATERIALS Cabinets: - cutting by methods which will prevent damage to other work, and will provide sag, mildew resistant. Color: 'To be selected. Locations: Toilet rooms. Acrylic Latex Sealant: Resilient Flooring: Refer to Finish Schedule. Reducer Strips: Solid vinyl or rubber Formed steel sheet, 18 gage, sized to accommodate extinguishers; semi recessed - proper surfaces to receive installation of repairs and new work. Refinish surfaces ASTM C 834, single component acrylic latex, non sag. Color: White. Locations: Other PART 3 EXECUTION composition, 1 inch wide by tile thickness, tapered, color to be selected. Leveling Trim type: rolled edge 2 1/2 backboard depth. as necessary to provide an even finish. locations. Compound: White, premixed, latex based. Adhesive: Water based, waterproof, Door: Break glass style, equipped with lock. Continuous surfaces: To nearest corner. APPUCATION 3.01 EXAMINATION recommended by flooring manufacturer. Glazing: Clear. Finish: Primed for field painting. Assembly: Refinish entirely. Apply products in accordance with manufacturer's instructions. Tool exposed sealant to A. Verify conditions of substrates to determine if acceptable for shutter installation in INSTALLATION smooth profile. accordance with manufacturer's written instructions. Correct all unsatisfactory conditions Remove loose and foreign matter from substrate. Fill cracks, voids, and SECTION 101400 SIGNAGE = REFERENCE STANDARDS prior to commencing shutter installation. depressions with leveling compound. Grind ridges and high spots smooth. Scribe GENERAL Editions of standards shall be latest edition as of date of Contract Documents, SECTION 081113 - HOLLOW METAL DOORS & FRAMES 3.02 INSTALLATION flooring to walls, columns, cabinets, and other appurtenances to produce tight 1. Coordinate all signage with Clearwire and the signage manufacturer. including any supplements or amendments thereto. In case of conflict between QUALITY ASSURANCE A. Install track and all shutter components to comply with project shop drawings and joints. Ensure that base, trim, plates, or escutcheons will complete) cover cut 2. Signage manufacturer will confirm that all signage shall comply with local zoning codes. standards, or between specifications and standards, most stringent requirement Doors: SDI 100, Grade II - Heavy Duty, Model 1 - Full Flush, Hollow manufacturer's written instructions. edges. Install reducer strips where flooring stops with edge exposed. Center strips 3. Locate signs and accessories where indicated or. drawings provided by the sign manufacturer, governs. Steel, 18 gage minimum. 16 gage minimum at inventory room. B. After installation test and adjust shutter to operate properly and free from distortion. under doors where flooring terminates at door openings. using mounting method described and complying with the manufacturers written instructions. Frames: SDI 100, Grade II - Heavy Duty, 16 gage minimum. 3.03 CLEANING 4. Install signs level, plumb with surfaces free of distortion and other defects in appearance. SECTION 013300 SUBMITTAL PROCEDURES Fire Door Construction: Conform to ASTM E 152. A. Clean installed components in accordance with manufacturer's instruction prior to SECTION 096513 - RESILIENT BASE 5. Coordinate all signage and installation with Landlord. Shop Drawings: Installed Fire Rated Door Assembly: Conform to NFPA 80 for fire rated class as scheduled. acceptance. Remove all debris remaining, due to installation, from this installation. MAINTENANCE Present in clear and thorough manner. Identify details by reference to sheet and MATERIALS 3.04 PROTECTION Extra Stock: 2 percent of each type of base. SECTION 102800 - TOILET ACCESSORIES detail numbers or room number shown on Drawings. Maximum sheet size: 30 x 42 Steel Sheet: ASTM A 366, cold rolled. MATERIALS SUBMITTALS inches. Number of copies required: Two blueline prints and one reproducible Door Core: Resin impregnated fibrous honeycomb or vertical steel stiffners. A. Comply with manufacturer's recommendations and protect completed shutter installations transparency. P q P P Y from damage during remaining construction so as not to viod warranty. Resilient Base: Refer to Finish Schedule for sized, color, and profile. Adhesive: Product data: manufacturer's brochures showing sizes. Water based, waterproof, recommended by manufacturer. QUALITY ASSURANCE - Product Data: FABRICATION INSTALLATION Miter and butt inside corners. At outside corners, V cut back of base Conform to applicable accessibility code for locating accessories. Manufacturer's standard schematic drawings and diagrams; modify and supplement Fabricated doors and frames in accordance with SDI 100. Doors: Fill voids between vertical SECTION 084113 - ALUMINUM ENTRANCES AND STOREFRONT to 2/3 of it's thickness and bend around corner. MATERIALS standard information to provide information specifically applicable to work. Number steel stiffeners with batt insulation. Frames: Provide self aligning tabs and slots to hold QUALITY ASSURANCE Stainless steel: sheet - in accordance with ASTM a 167, type 304. of copies required: Two for Architect and additional as Contractor needs. corners in alignment. Provide anchor at each jamb for each 30 inches of door height or Conform to applicable accessibility code for locating hardware. SECTION 095113 - ACOUSTICAL CEILINGS Stainless steel: tubing - in accordance with ASTM a 269. Samples: fraction thereof. Finish: Chemically treat and clean; apply manufacturer's prime coating. QUALITY ASSURANCE Galvanized steel: in accordance with ASTM a 366.Conform to all applicable energy codes Sufficient size and quantity to clearly illustrate functional characteristics of product INSTALLATION Acoustical Panels: Class A rated when tested in accordance with ASTM E 1264. Mirror glass: in accordance with ASTM c 1036, type I, class 1, quality q1. and full range of color, texture, and.pattern. Number required: Two of each Install in accordance with DHI requirements. SUBMITTALS MAINTENANCE Extra Stock: 2 percent of each acoustical panel. ACCESSORIES sample unless otherwise specified in individual specifications. P Pa Contractor Responsibilities: SECTION 081416 - FLUSH WOOD DOORS Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, MATERIALS Fasteners: stainless steel where exposed, hot dip galvanized where concealed; type best suited t• CD Review and approve submittals prior to submittal. Verify field measurements, SIZE 3-0 x 7-0 trim, sealants, hardware, and accessories. Samples: 6 inch long aluminum framing samples Suspension Grid System: ASTM C 635, Intermediate duty; refer to Ceiling Schedule substrate conditions. construction criteria, catalog numbers, and similar data. Coordinate submittals with QUALITY ASSURANCE showing profile and finish. for face width and color. Acoustical Panels: See Ceiling Schedule. Hangar Wire: 12 FABRICATION requirements of work and Contract Documents. Contractor's responsibility for Fire Door Construction: Conform to ASTM E 152. Installed Fire Rated Door Assembly: Conform FABRICATION gage galvanized steel. Use stainless steel for exposed surfaces; galvanized steel may.be used in concealed locations. errors, omissions, or deviations from requirements of Contract Documents is not to NFPA 80 for fire rated class as scheduled. Aluminum Entrances Doors: Medium stile profile. Aluminum Storefront: Flush glazing system INSTALLATION Form exposed surfaces from single sheet of stock, free from joints, and flat without distortion. relieved by Architect's review, unless Architect is notified of deviations in writing at MATERIALS designed to receive 1/4 inch glass; 1 3/4 inch face width x 4 1/2 inch depth. All Glass Install ceilings in accordance with ASTM C 636 and CISCA Handbook. Install molding Weld joints of fabricated components and grind smooth. Fabricate.grab bars of tubing, free of time of submittal and gives'written acceptance of specific deviations. On 9 Flush Wood Veneer Doors: AWI Section 1300. Storefront: 6" high x 2" wide aluminum bottom rail with 4 inch top rail. Provide satin finish. around perimeters and abutting surfaces. Space hanger wires maximum 48 inches visible joints, return to wall with end attachment flanges. Knurl grip surfaces. Fabricate soap re-submittals, indicate any changes which have been made other than those Fire rated: Type FD - Fire Door. Door Hardware: on center. Install additional hangers where required to support light fixtures and dispensers to operate with less than 5 pound force. Provide hangers, adapters, anchor plates requested by the Architect. Solid core, non-rated: Type PC-5 or PC-7, Particleboard Core with stiles and rails bonded to Pivots: Manufacturer's standard, offset type. ceiling supported equipment. Hang system independent of walls, columns, ducts, and accessories required for installation. Key locks alike; furnish six (6) keys. Architect's Responsibilities: core. Closers: Concealed overhead, manufacturer's standard. pipes, and conduit. Framed mirrors: one coat of organic mirror backing compound to the back surface of the glass Review for conformance with design concept of project and information given in Grade: Custom Exit Devices: Manufacturers standard; cylinders specified in Section 08710. Backing: galvanized sheet steel. Isolate glass from frame and backing with resilient, waterproof mem Contract Documents. Architect is not responsible for verification of field Face veneers: Push and Pull hardware: To be selected from manufacturer's standards unless otherwise SECTION 096400 - WOOD FLOORING (WF-1/WF-2) padding measurements, construction criteria, catalog numbers, and other similar data. Transparent finish: Refer to Finish Schedule. indicated. PRODUCTS - Finishes: Review of separate item does not constitute review of an assembly in which item Opaque finish: Close grain hardwood. MATERIALS ENGINEERED WOOD - Refer to finish schedule for manufacturer and finish. 1. Stainless steel: no. 4 satin. functions. Plastic Laminate Faced Doors: AWI Section 1300. Aluminum Extrusions: ASTM B 221 6063-T5 alloy and temper. Glass, Glazing Gaskets, and BAMBOO (alternate) - Refer to finish schedule for manufacturer and finish. 2. Galvanizing: ASTM a 123 to 1.25 ounces per square foot. Fire rated AWI Type FD, Fire Door. Accessories: Specified in Section 08800. PREPARATION - 3. Chrome plating: ASTM b 456, type sc 2, polished finish SECTION 015000 TEMPORARY FACILITIES AND CONTROLS Solid core, non-rated: AWI Type PC-HPDL-3 or PC-HPDL-5, FABRICATION Perform substrate moisture testing as recommended by flooring manufacturer and Shop assemble units and package complete with anchors and fittings. GC responsible to provide the following: Particleboard Core with stiles and rails bonded to core. Finish: Class 2 anodized; See elevations for color. comply with NWFA's Installation Guide for Wood Flooring. Proceed with installation INSTALLATION Temporary Electricity: Connect to existing electrical system. Cost of electricity used will Grade: Custom. only after substrates pass testing. Grind high spots and fill low spots on concrete Set plumb and level, square and rigidly anchored. Install in accordance with manufacturer's be paid for by Owner. Exercise measures to conserve electricity. Facings: NEMA LD-3, General Purpose Type high pressure plastic laminate; refer to Finish SECTION 087100 - DOOR HARDWARE substrates to produce a maximum 1/8" deviation in any direction within a 10'-0" instructions. Temporary Lighting: Provide temporary lighting for construction operations. Schedule for colors. Stile and Rail Wood Doors: AWI Section 1400. Grade: Custom. QUALITY ASSURANCE straight edge. Remove coatings including curing compounds that are incompatible CATALOG I � Temporary Ventilation: Ventilate enclosed areas to facilitate curing of materials, Wood: Provide hardware meeting NFPA 80 for fire rated doors. straight installation adhesives ti coatings hiding recommended by the manufacturer. CF�ULE (as CATALOG by Bobrick) disperse humidity and prevent accumulations of dust, fumes, vapors, or gases. Transparent finish: Refer to Finish Schedule. Provide smoke gasketing at smoke control doors in accordance with NFPA 105. INSTALLATION - S TD Towel Dispenser 8262 Temporary Field Office: Of sufficient size to accommodate needs of owner, architect Opaque finish: Close grain in hardwood. Conform to applicable accessibility code for location hardware. Comply with flooring manufacturer's written installation instructions. Provide vapor TTD Toilet Tissue Dispenser; Wall Mounted B2730 and GC. INSTALLATION MATERIALS P Y g P Telephone Service: Provide and pay for telephone and telephone facsimile service to Install in accordance with AWI Custom Grade requirements. Butt Hinges: ANSI A 156.1, full mortise, five knuckle, non-rising pin, hole in bottom tip for retarder (1 layer of polyethylene) as required by flooring manufacturer. Provide GB Grab Bars B6806-36 & 86806-42 field office. pin removal. expansion space at walls and terminations of flooring as required by flooring RH Accessible Robe Hooks (Mount on Door) 8211 Temporary Water: Connect to existing water source for construction operations. Costs SECTION 083113 - ACCESS DOORS Number of hinges per door leaf: Doors up to and including 7'-6" in height; three. manufacturer s written instructions. Finish as required. Protect wood flooring from MR Mirror B165-1836 of water used will be paid for by Owner. Exercise measures to conserve water. Fire Door Construction: Conform to ASTM E 152. Provide one additional hinge for each additional 2'-6" of door height. damage during remainder of construction. MH 24 Mop Holder B-223 Interior Enclosures: Provide temporary partitions and ceilings to separate work areas MATERIALS Weight: Doors more than 41 inches wide and fire rated doors more than 36 inches wide from Owner or tenant occupied areas. Progress Cleaning and Waste Removal: Maintain Steel Sheet: ASTM A 366, cold rolled. or 90 inches high: Heavy weight. Non fire- rated doors less than 41 inches wide: premises free of waste materials, debris, and rubbish; collect and dispose of daily. FABRICATION Standard weight. SECTION 097700 - FIBERGLASS REINFORCED PANELS (FRP) SECURE STORAGE ROOM SPECIFICATIONS Fabricate door frame of galvanized steel sheet: Bearing type: Fire rated doors, doors with closers, and doors more than 41 inches wide: PRODUCTS - SECTION 016000 PRODUCT REQUIREMENTS AND SUBSTITUTIONS Doors 16 x 16 inches and smaller: Minimum 18 gage. Ball bearing. MANUFACTURER: Marlite FRP panels as provided by Marlite, 202 Harger Street, 1.0 Walls and Ceiling Product Options: For roducts specified: Doors over 16 x 16 inches: Minimum 16 gage. Size: Doors up to 41 inches wide and 90 inches high: 4 1/2 x 4 1/2 inches. Doors 41 Dover, OH 44622, (330)343-6621. Adhesive: water resistant, non-flammable By reference standard; Select any product meeting specified standards. By naming Fabricate non-rated door panels of 14 gage steel sheet. 1.1 Secure storage rooms should not be installed adjacent to non-Clearwire space (i.e., adjacent several products or manufacturers; Select any named. Submit request for Fabricate fire rated door anels of two sheets of 20 gage steel sheet. inches to 48 inches wide x 90 inches to 120 inches high: 5 x 4 1/2 inches. adhesive, meets ASTM 557. p y q .a 9 9 tenant space/shared common walls). substitution for any product not specifically named. Specifying required performance Fill core with noncombustible insulation. Lockset, Latchsets, and Cylinders: INSTALLATION - or attributes, without naming a manufacturer: Select any product meeting specified Hardware: Continuous steel hinges, 175 degree opening. Allen head key operated cam latch. Locksets and latchsets: ANSI A 156.2, Grade 1, heavy duty cylindrical, key-in-lever Panels must be installed over a smooth, clean, solid, flat subwall, such as drywall g y P g P d g Y P design. or plywood. Panels should be acclimated to 70 degrees for 48 hours prior to 1.2 Walls must be deck-to-deck or ceiling to hard deck ceiling as described in the wall types on requirements. Automatic closers for fire rated doors. sheet A-2. Keying: Construction and master key locks. Key in groups as directed by Owner. installation. Install all panels in strict accordance with manufacturers written Substitutions: Finish: One coat rust-inhibiting primer paint, sprayed and baked. d P Do not substitute products unless such substitution has been approved by INSTALLATION Provide four keys for each lock. installation instructions. All moldings must provide for " expansion joint to P PP y Overhead Exposed Closers: ANSI A 156.4 overhead exposed, adjustable for door sizes 2 g P P j 1.3 Hardening: Expanded carbon steel and fiber-cement backerboard materials must be installed on w Architect. Contractor shall be responsible for substantiating acceptability of Position units where indicated or where required to provide convenient access to concealed through 6. insure proper installation. the interior side of the inventory room wall studs. eroposed substitutions. Submit fu l documentation along with substitution request. work requiring maintenance. g try submitting ai substitution request, Contractor represents that they have Finishes: Clear anodized aluminum. 1.3.1 Expanded Carbon Steel investigated proposed substitution and determined that it is equal or superior to SECTION 083326 - OVERHEAD COILING GRILLES Other Hardware: Refer to Drawings. INSTALLATION SECTION 09900 - PAINTING a. Install mill-finished: 13-gauge, expanded carbon steel specifically used for security purposes on the interior side of the wall studs. specified product in all aspects. Will coordinate installation of accepted substitution MATERIALS BASIS OF DESIGN: QMI, Metro Doors Inc. Mount closers so that closers and closer arms are not visible on corridor or.public side of 1 Steel must meet or exceed ASTM A-569 HSLA Steel. Conventional expanded carbon into Work making changes as may be req'd to complete Work in all aspects. doors. Locate items in accordance with BHMA recommendations unless otherwise indicated. Paints and Stains: Furnish all paints and stains by the same manufacturer unless steel that is not manufactured specifically for security purposes is not acceptable for this Waives all claims for additional costs related to substitution which may indicated otherwise. use. subsequently become apparent. Substitutions will not be considered if they are 1.01 SUMMARY Joint Treatment Materials: AS1M C 475. q Y P SECTION 088000 - GLAZING indicated or implied on ho Drawings or other submittals without forma request A. Section includes overhead coiling storm and security shutters PREPARATION 2) Carbon steel (mesh) size openings may not exceed the following dimensions: 0.5 inch x P P q B. Related Sections QUALITY ASSURANCE 1.26 inches. or if acceptance will require substantial revision of Contract Documents. Provide tempered safety glass where required by regulatory agencies or Code. Gypsum Board: 1. Division No. 16-Electrical: Electrical power, conduits, field wiring and disconnect MATERIALS P y g q Y g ry g Joint treatment: GA-214. b. Anchor the expanded carbon steel (including all seams) to each stud using secure clips SECTION 017700 CLOSEOUT PROCEDURES switches & motorized shutters. Clear Glass: ASTM C 1036, Type 1 transparent flat, Class 1 clear, Quality q3 glazing select. Surface in plenums, service corridors, and janitor closets: Level 1 finish. Water (fasteners with an expanded surface area) with flat head, phillips, one-way, steel screws Final Cleaning: Execute final cleaning of premises prior to final inspection. Remove SUBMITTALS Miter and polish exposed edges. resistant gypsum board: Level 2 finish. Su aces to receive flat and eggshell spaced no more than 12 inches apart vertically (drywall screws are unacceptable). Steel waste and surplus materials, rubbish, and construction facilities from site. 1.02 SUB Clear Tempered Glass: ASTM C 1048, Type 1 transparent flat, Class 1 clear, Quality q3 paints and wall coverings: Level 4 finish. Surfaces to receive flat semigloss and screws must penetrate through the studs by at least 0.25 inch. Adjusting: Ad ust o operating produdts and equipment. A. Procedure: Comply with requirements of Section 013300 SUBMITTAL PROCEDURES glazing select, Kind FT fully tempered. Provide 1 insulated at All Glass Storefront gloss paints: required joints overlapping is necessary, 9 r P 9 P loss aints: Level 4 re uired finish. c. End oints must be butted and occur over studs. If overla in is necessa a longer Project Record Documents: Maintain one reproducible transparency set of Contract B. Product Data: Submit manufacture s complete product data for all specified components g g Documents; record actual revisions to the Work. including specifications, finish information and' installation instructions. System. Miter and polish exposed edges. Wood: screw must be used to maintain a 0.25 inch stud penetration. p Submit shop drawings showing layout, sizes product materials, Mirror Glass: ASTM C 1036, Type 1 transparent flat, Class 1 clear, Quality l mirror select. Clean knots, pitch streaks, and sap spots of residue; treat with knot sealer prior 1.3.2 Fiber-Cement Backerboard Operation and Maintenance Data: One set, bound in 8 1 2 x 11 inch text pages, C. Shop Drawings: Subm s op d swings sho rig .out, s zes and types, p p / P g and accessories, fabrication data, operation and wiring d�a rams for motor driven Apply one coat of silver, one coat of electroplated copper, and one coat of organic to applying opaque finishes. Fill nail holes and other indentations with wood filler. a. Install 0.5 inch fiber-cement Hardibacker (James Hardie Building Products, Inc.) with durable plastic covers. components P 9 9, mirror backing compound to back surface of lass. Miter and polish exposed edges. Finish flush with adjacent surfaces. Sand surfaces smooth; remove dust prior to Spare Parts and Maintenance Materials: Deliver to Project site and place in location operators, finishes, rough-in dimensions, anchorage and installation requirements and details. g P P 1 P backerboard on the interior side of the wall studs (but directly over the expanded carbon as directed. Warranties: Provide notarized copies. j P Glazing Sealant: ASTM 920, Type S, Grade NS, lass 25; single component silicone, low painting. steel). ° 1.03 QUALITY ASSURANCE modulus type, non sag. Non-primed Ferrous Metals: SSPC SP1 - Solvent cleaning method. b. Hardibacker fiber-cement backerboard must be installed in accordance with the Glazing tape: Preformed closed cell polyvinyl, chloride foam coiled on release paper. Primed Metals: Remove foreign matter and clean thoroughly. Clean and spot prime SECTION 024119 - SELECTIVE DEMOUTION A. Installer Qualifications: Use only manufacturer's factory trained installers or qualified Glazing Compound: ASTM C 669, modified oil type, non-hardening, knife grade consistency, abraded areas with same primer as originally a lied. manufacturer's instructions. Hardibacker information can be found at: PROJECT CONDITIONS licensed installers approved by manufacturer. g be YP g g Y P PP htt wwwjameshardie.com backerboard homeowner hardtbacker500. h If hazardous materials are discovered, notify Owner and await instructions. Do not B. Regulatory Requirements: color to a selected. Previously Painted Surfaces: P�//joints t / / / P P 1.g Com I with all local and governing code requirements. INSTALLATION Remove loose, flaking, powdery, and peeling paints. Lightly sand glossy painted c. End joins must be butted and occur over studs. close or obstruct exits. Do not disable or disrupt building fire, life safety systems, Comply 9 9 q Install glass in accordance with FGMA Glazing Manual Fire-Rated Assemblies: Install glass surfaces. Fill holes, cracks, depressions and other imperfections with patching HVAC, plumbing or electrical systems. 1.04 Delivery, storage and handling P P P g 1.4 Avoid Vents in the inventory rooms. If required, vents or louvers must be: PREPARATION A. Deliver components in manufacturer's original, uno ened, undamaged containers with glazing compound method. Non-Rated Assemblies: Install glass using gasket, sealant/sealant, compound; sand flush with surface. Remove oil, grease, and wax by scraping; P P g thoroughly method. solvent wash and tape/tape or Erect temporary, partitions, barricades, warning devices, and controls. Provide identification labels intact. Store components protected from harmful conditions and tape/sealant, g Y rinse. 1.4.1 No greater than 24 square inches and APPLICATION 1.4.2 Located behind (exterior side of) the expanded carbon steel described in Section 1.3.1 protective coverings, shoring, bracing, and supports for construction designated to damage from other construction activity ' remain. Temporary or permanently disconnect utilities as required. 1.05 PROJECT CONDITIONS SECTION 092900 - GYPSUM BOARD SYSTEMS Apply paint to minimum dry film thickness recommended by manufacturer without (above). Supply / return ducts shall not exceed 24" square. Install burger bars if opening DEMOLITION A. Field Measurements: Verify actual measurements of openings by field measurements QUALITY ASSURANCE laps, sags, voids. and objectionable brush marks. exceeds the recomended sizes. Remove existing construction to extent indicated and as required to join new work before fabrication. Show recorded measurements on shop drawings. Fire Resistance Ratings: Construct assemblies to achieve fire resistance ratings indicated on Do not paint: to existing. Minimize noise and spread of dirt and dust. Remove and dispose of 1.06 Warranty Drawings. Surfaces indicated on Drawings or specified to be unpainted or unfinished. Surfaces 2.0 Inventory Room Door Deflection Limits: Limit deflection of partitions to following limits, based on 5 PSF uniform with factory applied finish coat or integral finish. Architectural metals. waste materials off site. Store items designated to remain property of Owner A. Manufacturer's Warranty: Submit, for owners acceptance, manufacturer's standard warrant rY P 9 p d l design load. Mechanical and Electrical Items: where directed. Perform odor or noise generating work after business hours and document executed by an authorized company official. des 2.1 Inventory rooms may only have one (1) access point/door. coordinate scope of work with the Landlord. 1. Warranty Period: 1 year complete, 5 years on motors, 5 years on finish. Partitions to receive tile: L/240. Paint factory primed equipment. Paint exposed factory finished equipment in finished Other Partitions: L/120. areas. Remove unfinished and primed louvers, grilles, covers, and access panels; 2.2 Dutch doors must not be installed. SECTION 062000 - FINISH CARPENTRY PART 2 - PRODUCTS MATERIALS paint separately. Prime and aint exposed and insulated pipes, conduit, boxes, MATERIALS Metal Framing: Provide components in accordance with ASTM C 645. Studs: Non-load bearing ducts, hangers, brackets, collars, and supports. Do not paint name tags or 2.3 The door must be metal or of solid core wood construction, and a minimum of 1.75 inches Interior Standing and Running Trim: 2.01 MANUFACTURER rolled steel channel shaped, punched for utility access, see stud schedule for gage and identifying markings. Paint interior surfaces of ducts and dampers that are visible thick. ' Opaque finish: Graded in accordance with AWI requirements, average moisture QMI Security Solutions thickness. Runners: Same material and finish as studs, channel shaped. Runner Channels: 1 through grilles and louvers with one coat flat black paint, to sight limit line. Paint 2.3.1 A metal door must be of 16-gauge steel. v content of 6 percent. 1661 Glendale Avenue 1/2 inches deep, cold rolled, channel shaped, 16 gage core steel. Furring Channels: Hat exposed conduit and electrical equipment in finished areas. 2.3.2 A solid core wooden door requires a 16-gauge steel skin. Transparent finish: Itasca, IL 60143 shaped 7/8 inch deep, 25 gage core steel. 2.3.3 The door may not have vents, louvers, or contain any openings other than those necessary Graded in accordance with AWI requirements, maximum moisture content of 6 Ph: 800.446.2500 Panel Products: Regular gypsum board: ASTM C 36; 48 inches wide x thickness indicated, to affix the door hardware/handle. percent. Species and cut: Refer to Finish Schedule. Fax: 630.980.6364 maximum practical length, tapered edge. Water resistant gypsum board: ASTM C 630; 48 FABRICATION inches wide x thickness indicated maximum practical length, water resistant; apply to walls to PAINT SCHEDULE 2.4 The door frame must be steel and reinforced to ensure durability. Quality: AWI Custom Grade. Metro Door, Inc. receive ceramic tile. Fire resistant gypsum board: ASTM C- 36; 48 inches wide x thickness SUBSTRATE PRIMER TOP COATS 2.4.1 The steel frame must be anchored to the wall in accordance with manufacturer instructions INSTALLATION 3500 Sunrise Highway, Building 100, Suite 210 indicated, maximum practical length, tapered edge, Type X; apply to fire rated assemblies. g ASTM fiber t or best practices; Install in accordance with AWI Custom Grade requirements. Great River, NY 11739 Acoustical Insulation: STM C 665, Type 1 glass iber compost ion, unfaced. Gypsum board Latex primer Two coats flat 2.4.2 Supporting wall structures must consist of double studding or framing of equivalent 1-800-669-3667 Adhesive: As recommended by gypsum panel manufacturer. eggshell texture latex paint strength; and ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/23/08 SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK Wire: Galvanized steel, 8 gage hanger wire and 16 gage tie wire. 2.4.3 There must not be more than 0.125 inch clearance between the door and the frame. �. MATERIALS BASIS OF DESIGN: Metal Accessories: Galvanized steel unless otherwise indicated. Ferrous metals Ferrous metal Two coats alkyd No. Revisions/Submissions Date Plywood: Corner Reinforcement: GA 216, Type CB-100 x 100. primer enamel paint Graded in accordance with AWI requirements. Casing GA 216, Type LC. P 2.5 The door must be equipped with a properly functioning, commercial grade, automatic door Face veneers: PRODUCT: All grilles provided by QMI Security Solutions (800-446-2500). Slat type INSTALLATION Galvanized metals Galvanized Two coats clkyd closer device. Exposed and semi-exposed locations for transparent finish: Refer to Finish to be AL6-C. Style to be Punch 51. Partition Framing: enamel paint p P P g metal primer Pa 2.6 If the door hinges are accessible from the exterior side, the hinge must be a heavy du Schedule. Exposed and semi-exposed locations for opaque finish: Close grain Install in accordance with ASTM C 754. Two coats alkyd d g g hardwood. Concealed locations: As governed by AWI grade. MATERIALS: Rolling Grilles. QMI Security Solutions to provide all rolling grille Space studs maximum 16 inches on center unless indicated otherwise. Use double studs on Wood, opaque finish Wood primer continuous (piano or Raton) hinge. High Pressure Plastic Laminate: NEMA LD-3. Y g materials including but not limited to slats, guides, housing, controls, anchors. both sides of openings in partitions. Brace ceiling height partitions to structure at 48 inches Paq P enamel paint . Backing Sheet: Grade BK20. FINISH: Clear Anodized on center, maximum. Wood, transparent Wood stain Two coats clear 2.7 The door must be equipped with a latch guard covering the exterior latch exposure. hurl.. Vertical surfaces: Grade GP28. Ceiling Framing: finish wood finish m Postformed surfaces: Grade PF42. Install in accordance with ASTM C 754. Space hanger wires maximum 48 inches on center, 3.0 Locks/ Keys arch i t e c t u r e P.C. FABRICATION: All fabrication by QMI Security Solutions. Other surfaces: Grade GP50. Y tY maximum. Space furring channels 16 inches on center maximum. 3.3 Inventory room doors must be equipped with high quality, commercial grade locks that: Solid color laminate: Grade HW62. Gypsum Panels: Install panels and accessories in accordance with ASTM C 754, GA 216, and 3.3.1 Use manufacturer-restricted keyways (including InstaKey) and Colors and finishes: Refer to Finish Schedule. GUIDES: Shall consist of 6005-T5 Aluminum Alloy per manufacturer shop drawings. Melamine Laminate: manufacturer's instructions. Mechanically fasten panels to framing. Apply face layer of double 3.3.2 Cannot be set in an unlocked state (i.e., storeroom function). ALA rated. Colors and finishes: Refer to Finish Schedule. STRUCTURAL SUPPORTS: By QMI Security Solutions specifications if required. sous sal Partons with Joints cofs ti al p those in base intersecting layer. Acoustical Partitions: Extend acoustical partitions past intersecting non-acoustical partitions. 3.4 The Securitech 4840 MP 4 Police Lock (4-point security lock) locking system must be installed Lumber. Install acoustical insulation without voids. Apply acoustical sealant at perimeter and around on the interior side of the inventory room to secure the inventory room door after hours. Securitech Telephone:Ohio 45459 Tele (937) 439-4400 Graded in accordance with AWI requirements, average moisture content of 6 HOOD: Per QMI Security Solutions specifications if needed. penetrations. 4840 information can be found at: 7575 Paragon Road, Dayton, p . percent. Exposed and semi-exposed locations for transparent finish: Refer to Accessories: Install corner reinforcement at outside corners. Install casings where gypsum board 3.4.1 http:/ www.securitech.com/D01-mp-police-lock.html and Donald J. Rethman, Architect In Charge License' 4036 Finish Schedule. Concealed locations: As governed by AWI grade. OPERATION: Manual unless size exceeds MFR's recommendation for manual. If electric is abuts dissimilar materials or stops with edge exposed. 3.4.2 http://www.securitech.com/Web%20Catalog/4%2OMu{ti-Point%20Locking/D18.pdf Finish Hardware: Refer to Drawings. required then an Electric motor operated with (3) button type control station. Grille to - - FABRICATION have panic release switch and emergency hand chain. Motor to be for heavy industrial Metal Stud Schedule Drawing Title INSTALLATION INTERIOR Custom Grade use. INTERIOR SPECIFICATIONS Install in accordance with AWI Custom Grade requirements. HEIGHT STUD FLANGE GAGE SPACING ' 12'-0" 3 5/8" - 1 5/8" 20 24" O.C. . 14'-0" 3 5/8" 1 5/8" 20 16" 0.C. Seal Drawn Project No. 16'-0" 3 5/8" 1 5/8" 18 16" 0.C. t ¢g , " " JJS/DAM 18'-0" 3 5/8 1 5/8 16 12" O.C. m`,k~ 865606.00 - Checked Scale < EXTERIOR `�-e:.- JT/BH NO SCALE HEIGHT STUD FLANGE GAGE SPACING ,.. t. 12'-0" 6" 2" 18 16" O.C. g _ $ .�;�- Date Drawing No. 14'-0" 6" 2" 16 12" O.C. < q 1► . 16'-0" - 6" - 2 1/2" ' 14 12" O.C. A- 1 1 18'-0" s" 2 1 2" 12 12" O.C. ?` �s. 12/23/08 / - A. 1 I 2 I 3 1 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 ... 0 2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 DESIGN CODES AND LOADING: OREGON STRUCTURAL SPECIALTY CODE (2001 EDITION) • LATERAL LOADS: Clearw SEISMIC: 55=0.971, 51=0.347, 56= 0.720, Sd1= 0.395, 1e=1.0 — SEISMIC USE GROUP I SEISMIC SITE SOIL PROFILE D SEISMIC DESIGN CATEGORY D SEISMIC COEFFICIENT, Cs = 0.180 RESPONSE MODIFICATION FACTOR, R = 4 WASHINGTON S Q MALL MSC LOADS: 9585 SW WASHINGTON SQ. RD. PARTITION: 5 PSF TIGARD, OREGON 97223 GENERAL: THE OREGON STRUCTURAL SPECIALTY CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP. ALL TEMPORARY SHORING OR BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS = REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. THESE DRAWINGS ARE NOT INTENDED TO SNOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE ._.. f^, I TO THE CONSTRUCTION OF THIS PROJECT. r«emm_ IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING fv WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND ` COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL MECHANICAL AND ELECTRICAL ° � :. DRAWINGS. .....-.�.....................�:_:::_:::_:::�==-_-=_==:__ THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS SECTION A—A PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. (E) STEEL JOIST DRAWINGS ARE NOT TO BE SCALED. UNITSTRUT P1000 @ EA. BRACE. 7 ATTACH W/ I/2'? M.B. @ TOP (E) METAL DECK STEEL STUDS AND JOISTS: CHORD @ HIGH FLUTE 6" /1 GENERAL. REQUIREMENTS: . STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SHALL GOVERN FOR ALL STEEL STUDS 4 AIMEMMEMWMV AMMO JOISTS SPECIFIED. / �� I/2"? M.B. BETWEEN BOTTO'1 A / / . DEPTH, GAUGE, AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS SHALL MEET OR EXCEED THOSE 6 , CHORD W/ WASHER // / ' OF THE SECTIONS SPECIFIED. - / / G-60 GALVANIZED COATING PER ASTM 453 IS REQUIRED FOR ALL STEEL STUDS AND JOISTS I ` 1 / / / / -- ALL SCREWS SHALL BE SELF-TAPPING / SELF-DRILLING FASTENERS THAT ARE ZINC COATED AS UNISTRUT PI000 @ 24" O.C. A / / MANUFACTURED BY HILTI KWIK-FLEX (ICC ESR #21%) OR APPROVED EQUAL. THE MINIMUM SCREW SIZE TO / / WALL PER ARCH BE #8-18 (#2 POINT) OR #I0-16 (#2 POINT) FOR 54 MIL (16 GA) OR LESS AND #10-I6 (#3 POINT) OR #12-I4 I / / (#2 OR #3 POINT) FOR MATERIAL HEAVIER THAN 54 MIL (I6 GA) U.N.O. ON THE DRAWINGS. SCREWS FOR 362TI50-43 CRIMPED TRACK I / / NIN CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING TO METAL BOLT TO UNISTRUT W/ I/2"? M.B. / / VERT SUPPORT MAX NT TO STRUCT. SHEAT G (Ls) CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER 362SI37-33 @ 24" O.C. // / MATERIAL U.N.O. SCREWS SHALL NAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST / VI? 3'-0" it LESS MATERIAL JOINED AND SHALL NAVE MINIMUM EDGE DISTANCES AND CENTER TO CENTER SPACINGS OF I/2 � // / 3625137-33 @ 48" 0.C. ATTACH Y'? 3'-0" TO b'-0" w INCH. ALL SCREWS 5I4ALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE RESISTANT 362TI25-33 CONT / @ CROSSING (3) #I0 SCREWS COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTNERS RESISTANCE TO T 4 B W/ (2) #e to EA STUD I / / 3"? 6'-0' TO 10'-0" HYDROGEN EMBRITTLEMENT. PER PLAN I (. (2) #10 EA JOIST FLAT 3625137-33 AT MID SPAN 1'? 101-0" TO 121-0" ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. ( ' WHERE JOIST 15 LONGER THAN -- - - - - ° 1/ I cl W/ (2) #10 AT EACH JOIST STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ARE POSITIONED . i• • 1 AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. 33 CONT TRACK PROVIDE WALL BRIDGING AT 48"0/C PER MANUFACTURER'S SPECIFICATIONS WHERE WALL IS NOT SHEATHED W/ (2) #10 @ EA (E) STUD CONTINUOUSLY ON BOTH SIDES AND AS 514014N IN DRAWINGS. 33 CURVED TRACK W/ 3625137-33 JOIST (2) #8 @ EA JOIST OR A BE LOCATED DIRECTLY OVER STUDS, TYPICAL. @ 24" 0.C.TOP 4 (2) P.A.F. @MASONRY JOISTS 5H LL (2) #8 @ EA JOIST BOTTOM. SPLICE W/ UE C21 #10 @16" OC (3 MIN)NO SPLICES ARE PERMITTED IN STUDS. SLOT FOR LIGHT FINISH PER ARCH PER ARCH. 33 MIL ARMOUR UNSDERFER ALL SECTIONS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE FOLLOWING REQUIREMENTS: TRACK EACH SIDE ENGINEERING, I NC 68 454 MIL. THICKNESS (GAGES 14 4 Ib) ASTM A-466 GRADE D, YIELD 50 K51 5 VERT I CA L ROD TAB L 33 4 27 MIL. THICKNESS (GAGES 18 20 4 22) ASTM A-446 GRADE A YIELD 33 K5I. H A R D LID SO F F I T 13456 27TH PLACE, SUITE 200 18, N_ •--Os BELLEVUE, WA 98005 ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME THICKNESS AS THE 50.1 SCALE: 3/41=I'-0' �'1 SCALE: 3/4 —1 425 614-0949 / INFO@AU-ENG.COM LL TRA STUDS OR JOISTS TO WHICH THEY ARE ATTACHED, U.N.O. _ JOB 0: 8464 METAL STUD DESIGNATION 15 THUS: (E) METAL (E) STEEL 12GA SPLAY WIRE @ EA BRACED SUPPORT BELOW CEILING. TIE SEE I/50.1 FOR 0600" - MEMBER DEPTH IN I/100 INCH (b") DECK JOIST BALANCE OF INFORMATION ©S' - STYLE OF MEMBER (S = STUD/JOIST, T = TRACK, U = CHANNEL, F = FURRING CHANNEL) —\ JOIST DIRECT TO TOP CHORD @OW 0162' - MEMBER FLANGE WIDTH IN 1/100 INCH (1.625' = I-5/8") MINIMUM STEEL THICKNESS ICKNESS IN MILS (54 MILS. = 0.054" OLD DESIGNATION OF 6 G A 1 @54" M I N a i.; ,/ 4 .. r ' r DISCLAIMER' ..............eP...r«.,....^..,.. d ._.,:...a,..-.....««_>.._->__-_�,->.- ...> ,.....�..., ...,.,.,.,�..,...,...n...dd..,...,--... .�....,«,.,.-., a .r i+��'r .a'.t �,#,i d m'«�'.ss«^^E&3"®lk�^�-'.. ,.. ,.,.yam... ...^..,.....a.. �'d `L; .a -�:::.��n..�"&�xa:C4.m:- ,.,°>msY�;,^,tf;€'a',m;;Ld r9,m�::'b.a>.^°As'L^.'�m:;.:d,:".°ti3"9YiGa1.f.°.'e_��va�➢�".r,«n.d.:d:r>::.I.d:9;�:ode:,>:s.i._:9�enS.6s.'N;f:4:. ••3�;gp..gq.>..a....q,....:.....m THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY ..- ,>.._..P». .. .=-. .. .,T4 ,.,., µT.,� .F ,, 3n3,2,R.J. ..Tf WITHOUT WRITTEN APPROVAL ARMOUR UNSDERFER ENGINEERING. IT IS OUR INTENT THAT 11415 DESIGN MEETS THE r " f I2GA WIRE IN EA /,. '` ,, NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY. NO OTHER WARRANTY IS PROVIDED OR IMPLIED. DIRECTION 0 `" �r`+ f; ozis ...............«...a.....>....>.....7»..y«.a'°;,,, ...:...4..w.....a..^.....a.,m,.,...........m..>..>.,>.,,,.,.>....>.vat''�A...vJG...,..}...m,..w.,,..-.,..��««>,.e....,......,....,......°.>...�.,.........y.,.....a'€..a> (4 TOTAL EA DISK) _.m..>..,,^,m r�....a �>. ._ ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/31/08 �- - - - No. Revisions/Submissions Date I L , CEILING PER ARCH UNISTRUT P1000 PER 1/50.1 ( I I 1 1 B-e ATTACH TOP TRACK @ 24" O.C. I I 1 2'-0" MAX Tin I BACKSPAN deSig,n46011M. ROD PER 5/50.1 3625137-33 @ EA JOIST W/ I I A I (3) #10 @ CROSSING WHEN ) architecture, P.Ci. 0° I JA-A BACKSPAN I5 LESS THAN 2' 0" I WALL PER ARCH l /�/�l' 33 MIL X 3" X 3" KLAMLITE 4 ACRYLIC I //// I PL @ WIRE FIXTURE PER MFR , 12 w , i I/•/// 1 1 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 TRANSITION ROD 4 BRACING AT INNER / /// I I Donald J. Rethman, Architect In Charge License: 4036 COUPLER DISK SIM. TO OUTER RING �j// I l --. Drawing Title • — ( ) GENERAL NOTES AND DETAILS . THR'D ROD I CEILING PER ARCH T i tom';f;j I •L I MFR \ �:� I PER FR ( . .— .— . —. — .—.—.— .—' — '—' I i LAMLITE BY • = " �� / CONNECTION PER I/50.1 OTHER Tr) .� I 33 MIL L X 3 X 3 PL --� Seal Drawn Project No. @WIRE BETWEEN DBL NUT � Q PRO/�Fs, 865606.00 a LA `co NEF9 4:, Checked Scale wormitt.• 5PE V., JT/BH ' r Date Drawing No. HARD LID SOFFIT NEAR PARTITION 3 BRACING AT LAMLITE FIXTURE � 50.1 SCALE: I/2"=1'-0" 50.1 SCALE: 3/4"=I'—O" qr o*4 12/31/08 UNSD 6/4144 ©2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 EXPIRES: O6/30/10 1 2 3 4 5 6 7 8 9 10 11 12 clearw re WASHINGTON SQ MALL 9585 SW WASHINGTON SQ. RD. TIGARD, OREGON 97223 (E) METAL DECK r, s/ \,, r iil 'ar -v.la'.. F=a'/✓ ., `Y r'F`r °\ r F a '''r ' ti ' q., P ,f ik i III 41 (E) STEEL MST (2) UNISTRUT P1000 PER 1/50.1 1/8 12 GA SPLAY WIRE EA DIRECTION (4) TOTAL 1/8 / � PL 3/16" X 3" X 5" W/ (4) 1/2"2 M.B. I I"? PIPE — — PL I/8" CONN. FOR WIRE 6" MAX c 1/8 A FIXTURE BY OTHER 111111 1 PL I/8" BENT W RUBBER GASKET TO " SUPPORT TOP OF GLASS BY OTHER PL 3/16 CAP 2" f' jF a - SECTION A-A AA 0 C LASS TOP SUPPORT AT FIXTURE C. SCALE: 3/41=1I-0' ' I (E) MASONRY WALL :w.nxw...m�mfl«"_w a iu �nmwW:.x.ax`m.r..nx+.w�..a�.r no`x.m aidn•I .w.:ox.ei.w.«a_A U.xx.b w�ua.waw.n w.xxdmmwmnml o nw'4i'a.x,rn ni�a.iwx.�dx x`wew:•a.xAx w. wa inu a.io,.c au..n.Gew a.oia m xu•w Fom sS�.aw xmefwe ad'.xmmFaw'L eaew_r.nmrawnixwa. 4..,xnsa m w.a.Gnn.°xan wsn^. wd w..re.a r 6 50 .1 N —aa.. .x�. s::7- „�; Via. A E. r . f = ._F. a a . � ,F I /7://./.., A i_',,,,,,7.4,7.-.: a;V r -� - — - --1 - - - — - - - - 4 4,9 WALL ABOVE / W / / w ----• - 50.1 / jam ,ice' LL -d I LINE OF SOFFIT / / /ffi'. r // / /• ...... Ilk aa Q 6a LAMLITE CENTER I ./ / SOFFIT (WT= 200# MAX) V E/ / /; C3) GLASS SUPPORT AT o _..a,~a... (E) STEEL JOISTS � / FIXTURE PER DETAIL I/50.2. FIELD VERIFY I` ARMOUR UNSDERFER / i ��:� ROD @ DIAGONAL 1 i ENGINEERING, INC PER TABLE 5/50.I I I3456 27TH PLACE, SUITE 200 WALL ABOVE J '` LINE OF c i• 0 --• i BELLEVUE, WA 48005 1 SOFFIT// / I 425 614-0949 / INFO@AU-ENG.COM •I / I JOB NO 8464 AI i I 4, p1m••.a• ...mom Vii+' 5 I S0.1 ( I I I WIRE PER 3/50.1 - „ + o � ti -� v I a, , ; 9 E BEAM - FIELD VERIFY I433 \ \ �.".. a .arts ISSUED FOR PERMIT AND LANDLORD APPROVAL 12/31/08 xx - u- � No. Revisions/Submissions Date " � (/ I I I &Sign.'lifor 1 M 0 m architecture, P.C. --st SOFFIT CEILING PLAN 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 T� sCA�E• I/4"=1'-0" Donald J. Rethman, Architect In Charge License: 4036 PLAN Drawing Title CEILING PLAN AND DETAILS Seal Ed 5606.00 ,� cale ARE � JT/BH Drawing No. DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE TO MODIFICATION. OREGON 12/31/08 ARCHITECT AND ENGINEER IMMEDIATELY. t1'/ �pp'� .9HJUN.D_ 2-7 , 1 2 3 4 5 6 7 8 9 10 11 12 EXPIRES: 06/30/10 ©2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 IP FIELD VERIFY ALL CONDITIONS GRILLE, REGISTER AND DIFFUSER SCHEDULE c e a r W re DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR SYMBOL MANUFACTURER MODEL SERVICE MODULE FACE SIZE FRAME FINISH MOUNTING N.C. NOTES TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. (L" X W°) (L" X W") TYPE WASHINGTON SO MALL THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. OA TITUS TMR SUPPLY DIFFUSER 18" DIA. 18" DIA. SEE PLANS OFF WHITE CEILING <30 A, B, C 9585 SW WASHINGTON SQ. RD. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO OB ACUTHERM ST—HC SUPPLY DIFFUSER 24" X24" 24" X24" SEE PLANS OFF WHITE CEILING <30 A, B, D TIGARD, OREGON 97223 BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE O TITUS 50F RETURN GRILLE 18" X 18" 18" X 18" SEE PLANS OFF WHITE CEILING <30 A. B ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. SHEET NOTES x BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND 0 EXISTING PNEUMATIC VAV BOX TO BE REUSED. ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK NOTES: A. FRAME AND FACE BLADES SHALL HAVE BAKED ENAMEL BLACK FINISH. INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND 40 EXISTING ELECTRIC HEATING COIL TO REMIAN. SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, B. COORDINATE EXACT FRAME MOUNTING TYPE WITH ARCHITECTURAL CEILING PLAN. ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE NOTED. CODES AND DESIGN INTENT. p, PROVIDE WITH ACUTHERM "ADJUSTABLE D" WALL MOUNTED TEMPERATURE CONTROLLER. 3 EXISTING DUCTWORK TO REMAIN. — VENTILATION SCHEDULE O 48 ADF.FN� PNEUMATIC THERMOSTAT TO CONTROL VAV BOX. MOUNT AT ROOM OCCUPANT LOAD O.A. PER SQ � OUTSIDE AIR SERVED BY Q PROVIDE NEW 12"x12" DOOR GRILL. NAME PERSON/SQ. FT. REQUIRED (CFM) SALES — .3 CFM/SQ. FT. 666 200 VAV KI1:, PROVIDE NEW "ACUTHERM" DIGITAL WALL ADJUSTER—D TO CONTROL NEW THERMA—FUSER. INSTALL PER MANUFACTURER'S INSTRUCTIONS. MOUNT � STORAGE — .15 CFM/SQ. FT. 50 8 VAV WALL ADJUSTER AT 48" A.F.F. TOTAL — 208 NOTES: 1. SET OUTSIDE AIR FOR VAV TO 208 CFM. COORDINATE WITH MALL FACILITIES MANAGER. 2. OUTSIDE AIR BASE ON TABLE 403.3. REFERENCE ONLY NOT APPROVED WITH THIS PER MIT GENERAL NOTES w 1. PROVIDE INSULATED FLEXIBLE DUCT CONNECTIONS TO DIFFUSERS. FLEX DUCT LENGTH NOT TO EXCEED 5 FT. 2. MODIFY THE SPRINKLER SYSTEM (WHERE EXISTING) TO ACCOMMODATE NEW FLOOR PLAN LAYOUT PER NFPA 13. REPLACE SPRINKLER HEADS AS REQUIRED. ALL HEADS IN THE SALES AREA ARE TO BE CONCEALED PENDANT TYPE. NON—SALES AREAS ARE TO BE PENDANT TYPE CONTACT THE LANDLORD FOR ADDITIONAL REQUIREMENTS AND A LIST OF APPROVED FIRE PROTECTION CONTRACTORS. - 3. VERIFY THE EXACT MOUNTING FRAME REQUIRED FOR EACH DIFFUSER. v CI ' •\ 4 PENTIRIE SYSTEM. BALANCE DAMPERS REQUIRED TO BALANCE THE NISI, i— <>, 5. ALL INTERIOR DUCT WORK SHALL BE INSULATED WffH A MINIMUM R-5�I ■ / 8"0 INSULATION AND ALL EXTERIOR DUCTWORK SHALL BE INSULATED WITH A B"0O Q Q�� Q , MINIMUM R-8 INSULATION PER 2003 IECC CHAPTER 8. 75 _ L......_ A 8°0O 8"0 P. 200 A 0 - v � D � v v7 � �Y. (13. I 111111=1 .0 Eli°1 - NP• ISSUED FOR PERMIT 12/23/08 No. Revisions/Submissions Date A °° I . � - engineering Il■ 4 � 4\8"93 200 7575 Paragon Rood, Dayton, Ohio 45459 Telephone: (937) 439-4400 _ � � //! Drawing Tide M E C H A N I C A L C% ._il_-- _ FLOOR P / seer Drawn CAW Project No 865606.00 Q 0 ` � t ,�`\l Checked � Scale AS SHOWN A 1 FLOOR PLAN 4 -- < Date Drawing No. 12/23/08 1v1 - 1 ''''' ,,, t\ . - :; X08 Nrs MECHANICAL ,,,,, -, -r, _ 1 2 3 4 5 6 7 8 9 10 11 12 77:7. .._..2'_..'_ _C. 3 � 02008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 GENERAL CONDITIONS: D. ALL WIRING TO BE COLOR CODED AS FOLLOWS SERVICES: GUARANTEE: A. THE REQUIREMENTS AS SET FORTH UNDER GENERAL CONDITIONS, INSTRUCTIONS TO BIDDERS AND 120/208 VOLT SYSTEM 277/480 VOLT SYSTEM A. CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION AND A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR GENERAL REQUIREMENTS ARE A PART OF THIS CONTRACT. NEUTRAL - WHITE NEUTRAL - WHITE WITH TRACER OR GRAY PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY NEEDS, FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED clearw re B. BIDS SHALL BE BASED ON A COMPLETE/FULL SET OF DRAWINGS. PHASE A OR L1-BLACK PHASE A OR L1 - BROWN AND FURNISH EXTENSION CORDS. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON AT THE CONTRACTOR'S EXPENSE. C. CONTRACTOR MUST READ THE ENTIRE SPECIFICATIONS COVERING OTHER BRANCHES OF WORK AND IS PHASE B OR L2-RED PHASE B OR 12-ORANGE COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND B. FOR THE SAME PERIOD, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES RESPONSIBLE FOR COORDINATION OF THE WORK WITH WORK PERFORMED BY OTHER TRADES. PHASE C OR L3-BLUE PHASE C OR L3-YELLOW LOCAL CODES. CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR D. NO DRILLING OF THE EXISTING STRUCTURE SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF GROUND-GREEN GROUND-GREEN WITH TRACER B. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT REQUIREMENTS INSTALLED BY THE CONTRACTOR. WASHINGTON SQ MALL THE GENERAL CONTRACTOR. CONTRACTOR SHALL SUBMIT FOR APPROVAL OF ALL LOCATIONS OF PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER 9585 SW WASHINGTON SQ. RD. PROPOSED PENETRATIONS THROUGH THE EXISTING STRUCTURE PRIOR TO WORK BEING DONE. UGHTING: COMPANY SHALL BE PROVIDED BY THE CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION FINALLY: A. LIGHTING FIXTURES AND LAMPS SHALL BE PROVIDED AS SCHEDULED ON THE LIGHTING FIXTURE WITH LANDLORD AND POWER COMPANY AS REQUIRED. PROVIDE EQUIPMENT THAT IS COMPATIBLE WITH A. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT TIGARD, OREGON 97223 SCOPE OF WORK: SCHEDULE. • FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN AVAILABLE FAULT CURRENT LEVELS. FIELD VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE ACCORDANCE WITH "NATIONAL APPLIANCE ENERGY CONSERVATION ACT OF 1987, AMENDMENTS OF OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. OF EXISTING CONDITIONS. ALL REQUIREMENTS INCLUDING MODIFICATIONS WHICH ARE REQUIRED TO 1988." C. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED BY CONTRACTOR B. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURAL VIA ALL THREAD AND DRAWINGS. = PRIOR TO AND INCLUDED IN BID PRICE. FIELD VERIFY ALL EXISTING ELECTRICAL AND TELEPHONE UNISTRUT, AND NOT SUPPORTED BY CEILING SYSTEM. D. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED AS EQUIPMENT, LOCATIONS, CONDITIONS ETC. FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THE REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM CONTRACTOR FROM ANY RESPONSIBILITY IN THE PERFORMANCE OF THE WORK. WILD GROUND SYSTEM: WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANTS B. FURNISH ALL LABOR, MATERIALS, TESTING, EQUIPMENT, INCIDENTALS AND TOOLS TO PERFORM WORK A. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CONSTRUCTION MANAGER TO AVOID CONFLICTS. 1. DESIGN DRAWINGS ARE SCHEMATIC. VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. INSPECT EXISTING FIELD CONDITIONS. INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD 1. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW B. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, STEP-DOWN TRANSFORMER: MODIFICATIONS DUE TO EXISTING CONDITIONS. AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND BOXES, ETC. A. PROVIDE A DRY-TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE 2. CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL C. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEM TO RATINGS AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THE BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED ABOVE A 40 DEGREE C. AMBIENT WITH 100% OF RATED LOAD CONNECTED TO THE SECONDARY, SHALL BE IMPLEMENTED AT CONTRACTORS COST. C. THE WORK IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL APPLICABLE SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS. (TWO ABOVE AND FOUR FEDERAL, STATE AND LOCAL CODES. ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH LEVEL/ "NEMA" STANDARDS, AND 3. CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH ca D. INCLUDE ANY LABOR AND MATERIALS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO PROVIDE D. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, #12 MINIMUM, OR AS SHOWN ON INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. ALERT ARCHITECT, ENGINEER COMPLETE AND FULLY OPERATIVE SYSTEMS. DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN-UNION OR EQUAL, (MOUNT TRANSFORMER ON SEPARATE VIBRATION ISOLATORS, THESE ARE ADDITIONAL VIBRATION 4. ALLOWANCES SHALL BE INCLUDED FOR UNFORESEEN CONDITIONS THAT MAY EFFECT THE PERMITS: SIMILAR TO "GPL" TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS & BETTS OR EQUAL, ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION CONTRACTOR'S SCOPE OF WORK. MINOR VARIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF A. SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, ASSESSMENTS AND INSPECTION CERTIFICATES THIS DESIGN SHALL BE INCLUDED IN THAT ALLOWANCE. SIMILAR TO #3800 SERIES WITH NYLON INSULATED THROAT. ISOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR THAT RELATE TO THE WORK. E. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE WESTINGHOUSE. 5. PROVIDE ALL REQUIRED PERMITS. CONTRACTOR'S INSTALLATION SHALL CONFORM TO ALL LOCAL CODE MINN B. FURNISH APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL TO METAL CONTACT BETWEEN THE REQUIREMENTS. OF PROJECT. DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE LIGHTING CONTACTOR: 6. VERIFY EXACT PLACEMENT OF ALL DEVICES SHOWN ON THE DOCUMENTS WITH ARCHITECTURAL, MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES A. WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE D MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL PLACEMENT. DRAWINGS AND SPECIFICATIONS: SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A A. THESE ELECTRICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR CLASS 8903, TYPE 'LX' IN A NEMA 1 ENCLOSURE, ELECTRICALLY OPERATED, AND MECHANICALLY 7. BECOME FAMILIAR WITH REQUIRED DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. GROUND CONDUCTOR. HELD. EQUALS BY SIEMENS-ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DEMOLITION AS REQUIRED FOR INSTALLATION DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH OF NEW WORK. ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, STRUCTURAL AND OTHER WORK. B. TIME SWITCHES SHALL BE TORK, OR EQUIVALENT BY SANGAMO OR PARAGON. WIRING DEVICES: 8. COORDINATE INSTALLATION OF ELECTRICAL WORK ABOVE THE CEIUNG TO PROVIDE THE GREATEST A. DEVICES AND COVERPLATES INSTALLATION: POSSIBLE CLEARANCE FOR INSTALLATION OF PLUMBING AND MECHANICAL. CONDUIT RUNS SHALL BE 1. RECEPTACLES SHALL BE BLACK, 20 AMP, 3-WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. RUN THROUGH TRUSSES WHERE POSSIBLE. A. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, A. CONDUIT SHALL BE STANDARD STEEL RIGID, AMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE RECEPTACLES FOR POS SHALL BE WHITE. SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS 9. COORDINATE EXACT LOCATION OF DEVICES SERVING CASEWORK WITH CASEWORK CONTRACTOR. 2. SWITCHES SHALL BE BLACK, 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 277 VOLT, AS AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW REQUIRED. TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK. ALL CONDUIT SHALL 10. COORDINATE ALL LOW VOLTAGE CONDUIT AND ROUGH-IN REQUIREMENTS WITH LOW VOLTAGE TYPE. 3. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL CONTRACTORS. B. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS 4. PROVIDE STAINLESS STEEL COVERPLATES. WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM 11. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND CONTACTORS SHALL BE AND VIBRATING EQUIPMENT ONLY; AND WHERE SO USED TO BE GROUNDED WITH A SEPARATE FULL FLOOR BOXES TO BE HUBBELL "SYSTEM ONE". WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF 75'C CONDUCTOR TERMINATION. SIZED GREEN GROUNDING CONDUCTOR. FINAL FLEXIBLE METAL CONDUIT CONNECTIONS SHALL BE w 6. EQUAL BY ARROW-HART, GENERAL ELECTRIC, BRYANT, PASS & SEYMOUR, OR SIERRA. BE IN CONDUIT, DUCTS OR OTHER CODE APPROVED RACEWAYS. 12. INCLUDE A COPPER EQUIPMENT GROUND CONDUCTOR IN ALL RACEWAYS. SIZE RACEWAYS AS LIMITED TO 5'-O" IN LENGTH. (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES B. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDING CONNECTIONS TO MOTORS, NECESSARY TO COMPLY WITH NEC. ABOVE DRYWALL CEILING AREAS. JUNCTION BOXES LOCATED ABOVE LAY IN CEILINGS ARE PANELBOARDS AND SAFETY SWITCHES: DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THE CONTRACTOR. ALL LINE VOLTAGE ACCEPTABLE). 13. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A PULL WIRE. A. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE 1. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD CONDUIT, AND 1/2" FOR FLEXIBLE SOLID COPPER BUSSING FULL SIZED NEUTRAL, 25% GROUND BUSSING, OVERALL HINGED/LOCKABLE STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OF THE 14. ALL 20A BRANCH CIRCUITS BETWEEN 100' AND 150' IN LENGTH, #10 AWG COPPER WIRE SHALL BE METAL CONDUIT (1/2" STANDARD CONDUIT MAY BE USED AS SPECIFIED ABOVE, IF ACCEPTABLE DOOR, AND TYPE-WRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE ENTRANCE EQUIPMENT SHALL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND FINAL CONNECTIONS USED. FOR ALL 20A BRANCH CIRCUITS OVER 150' IN LENGTH, #8 AWG COPPER WIRE SHALL BE WITH LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH USED. BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR IS THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS. LANDLORD AND INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC TUBING SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.C. #230-70. LOAD BALANCE ALL C. THE CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR 15. ALL 20A BRANCH CIRCUITS LESS THAN 100' IN LENGTH, SHALL BE #12 COPPER CONDUCTORS, #12 (EMT) SHALL BE GALVANIZED OR ELECTRO-GALVANIZED. FITTINGS SHALL BE SET SCREW OR ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE ANY WORK. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND GND., S AND IN NS. DO OTHERWISE. TYPE MC POLE MAY BE USED FOR BRANCH CIRCUITS ABOVE CEILINGS AND IN WALLS. DO NOT USE TYPE MC EXPOSED. COMPRESSION TYPE, FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T & B, COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 120V. AND 277V, LIGHTING CIRCUITS, FURNISH AT LEAST TWO (2") INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE TYPE "SWD" BREAKERS IN ACCORDANCE WITH N.E.C. #240-83B. SQUARE D OR EQUAL BY GOULD FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "REV" 16. CIRCUITING INDICATED ON PLAN IS DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" ° WHERE/WHEN POSSIBLE. MULTI-CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR FIELD CONDITIONS REFERENCE ! des SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. ITE, CUTLER-HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR FOAM, "3M"3M FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT/CABLES INSTALLATION SO AS OR VOLTAGE DROP FACTORS MAY BE REQUIRED (FIXTURES SHALL BE MANUFACTURED TO NOT APPROVED WITH TH I x i,' ,1 T 2. PAINT ELECTRICAL CONDUITS, ETC., TO MATCH SURROUNDING SURFACES WHERE EXPOSED TO APPROVED EQUAL). TO RETAIN THE FIRE RATING. ACCOMMODATE "THRU-WIRING"). PUBLIC VIEW. B. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS CALLED FOR ON DRAWINGS D. THE CONTRACTOR, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES 17. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. THE USE OF NM, ROMEX, OR BX IS NOT PERMITTED. AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, IN A NEAT AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, SHALL PROPERLY D. MAXIMUM CONDUIT HANGER SPACING SHALL BE 8'-O" FOR 3/4" THRU 1 1/4" AND 10'-0" FOR CLEAN UP AND CART AWAY ANY DEBRIS AND EXCESS MATERIAL. 18. WHERE DRYWALL CEILINGS ARE USED, CONTRACTOR SHALL ARRANGE CIRCUITING SO THAT WESTINGHOUSE, ECONOMY FUSE CO. OR LITTLE FUSE CO. ARE ACCEPTABLE). DISCONNECT SWITCHES JUNCTION/BOXES ACCESS PANELS ARE NOT INSTALLED IN THESE DRYWALL CEILING AREAS. (THE USE 1-1/2" THRU 4" CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, ETC. SHALL BE FUSED IN E. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO OF JUNCTION BOXES IN THESE DRYWALL CEILINGS IS NOT PERMI I I ED, ARRANGE CIRCUITS TO AVOID E. LEAVE NYLON PULL STRING IN ALL EMPTY CONDUITS. NAME AND/OR FUNCTION; DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND THIS SITUATION). FIELD COORDINATE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH-IN F. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING ACCORDANCE WITH THE EQUIPMENTS NAME PLATE REQUIREMENTS PER N.E.C. 440-21 & 110-38. TO AVOID CONFLICTS. JUNCTION BOXES MAY BE PLACED ABOVE LAY-IN CEILINGS. SWITCHES SHALL BE HEAVY DUTY QUICK MAKE/QUICK BREAK TYPE FUSIBLE OR NON-FUSIBLE, DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" !N SIZE AND BE FASTENED FASTENERS SUCH AS "CADDY CLIPS" OR EQUAL. WITH POP RIVETS OR SCREWS. 19. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT PRIOR TO G. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND ORDERING RELATED ELECTRICAL EQUIPMENT. HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GOULD ITE, CHALLENGER, CUTLER HAMMER, F. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE INSURE THAT PENETRATIONS ARE COMPLETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO WESTINGHOUSE, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR APPROVED EQUAL). ARCHITECT/TENANT CONSTRUCTION MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR 20. PLACEMENT OF ALL RECEPTACLES SHALL BE INTENTIONAL (I.E. CENTERED ON COLUMNS OR WALL THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LANDLORD IS REQUIRED TO ADD FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. FEATURES, OR TIGHT TO CORNER). IF RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY C. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO MOTORS THAT DO NOT REQUIRE AUXILIARY CONTROL SINGLE PHASE STARTERS SHALL BE SQUARE D G. CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN THE WORK AS THE JOB PROGRESSES, AND ROUGH-IN. LANDLORD'S ROOFING CONTRACTOR AT LEAST 72 HOURS PRIOR TO ANY REQUIRED ROOF WORK. OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE TURN THIS "AS BUILT" INFORMATION OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. H. SLAB OPENINGS FOR CONDUITS IN WET AREAS MUST BE SLEEVED 2" ABOVE FLOOR AND SEALED TO 21. PROVIDE ALL NECESSARY COMPONENTS TO MAKE A COMPLETE WORKING SYSTEM. VERIFY ROW MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE #1) SHALL BE H. CONTRACTOR SHALL PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., LENGTHS, FEED POINT AND MOUNTING REQUIREMENTS PRIOR TO ORDERING. ISSUED FOR PERMIT 12/23/08 PROPER FLOOR WATERPROOFING SYSTEM PER B-2. X-RAY SLAB PRIOR TO CORE DRILLING. AND PAY COST OF REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRE 22. TAKE ADEQUATE CARE TO CORRECTLY LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J-BOXES, No. Revisions/Submissions Date WIRE: AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. ( ) ETC. PRECISE LOCATIONS OF FLOOR OUTLETS AND J-BOXES IS VERY IMPORTANT. I. CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND A. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY 23. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE SHALL BE #12 AWG, ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN CONTRACTORS. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. NEC 110.26(f). ill UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. WHERE ALLOWED BY J. THE CONTRACTOR IS RESPONSIBLE FOR ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS 24. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. NEC 240.60B. deSign MI 1 Uri Ll• ® m LOCAL CODES AND LANDLORD, TYPE MC CABLE IS ALLOWED. NO STRANDED WIRE ALLOWED FOR BOXES: A. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE PIECE PRESSED STEEL KNOCKOUT. REQUIRED TO FACILITATE THE NEW INSTALLATION, FIELD COORDINATE PRIOR TO BIDS. REMOVE engineering #10 AND #12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF B. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT 25. PROVIDE LOCK-ON DEVICE FOR CIRCUITS SUPPLYING EMERGENCY UNIT EQUIPMENT. NEC 700.12(e). DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) C. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED 26. OBTAIN EXISTING BUILDING LOAD INFORMATION AND VERIFY AAPACITY AND DEMAND FOR BUILDING TO 1. GENERAL WIRING SHALL BE COPPER THWN OR THHN. (ALUMINUM CONDUCTORS ARE NOT ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS ENSURE THAT ALL LOADS (EXISTING AND NEW) DO NOT EXCEED THE AMPACITY OF THE SERVICE 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 PERMITTED.) SYSTEM. ALSO PROVIDE SUITABLE/PROPER BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN FINISHED AREAS. FEEDER(S) OR RATING OF THE SERVICE, PER NEC 220.35. OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE I- B. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND SMALLER, AND EQUAL TO T & B DEFLECTION THAT OCCURS WHEN PLUGGING UNPLUGGING INTO THESE DEVICES. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT 27. ALL DEDICATED RECEPTACLES SHALL BE RATED TO NOT LESS THAN THE RATING OF THE BRANCH Drawing Title GENERAL N 0 T E S "LOCK-TITS" FOR #6 AND LARGER. CONSTRUCTION MANAGER TO AVOID CONFLICTS. CIRCUIT SERVING THE RECEPTACLE. D. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE AND SPECIFICATION S C. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH NEC AND LOCAL CODES. 28. SUPPORT VERTICAL CABLE RUNS PER NEC 300.19. INSTALLED IN ACCORDANCE WITH N.E.C. #210, AND LOCAL CODES. Seal Drawn Project No. 29. CIRCUIT BREAKERS USED AS SWITCHES IN 120 OR 277V FLR LIGHTING CIRCUITS SHALL BE LISTED MAH 865606.00 AND MARKED "SWD" OR "HID" PER NEC 240.83(d). .Q Checked TLR Scale AS NOTED Al ELECTRICAL SPECIFICATIONS AlO GENERAL ELECTRICAL NOTES ' Date Drawing No. 12/23/08 E - 1 I NTS NTS A-., . . "& 1 2 3 I 4 I 5 6 7 8 I 9 10 I 11 12 1 I I I i 4114_: ©2008 DESIGN FORUM ARCHITECTS 1 2 3 4 5 6 7 8 9 10 11 12 LLMINAIRE SCHEDULE • CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT VOLTS NOTE 1 Clearw WATTS re EX1 (1) LED Precise Collections, Clear acrylic, Edge–lit N/A WALL/CEILING ABOVE Lithonia LRP-1–RC-120/277 5 120V 1P 2W Check all applicable codes to Emergency Exit DOOR ELN determins whether Red or ® Green face is required. 90 WASHINGTON SQ MALL min. NICAD battery 9585 SW WASHINGTON SQ. RD. P3 (1) 32W Pendant Cylinder Fluorescent ELECTRONIC Pendant –10'-0" AFF. Phillips Omega #OM832PLTPC 32 120V 1P 2W ... • TIGARD OREGON 97223 F32WPLT/830/ECO CSC ! P3NL (1) 32W Pendant Cylinder Fluorescent ELECTRONIC Pendant –10'-0" AFF. Phillips Omega #OM832PLTPC 32 120V 1P 2W Provide with 1 400 Lumen em F32WPLT/830/ECO CSFFU–EM ballast/90 min. battery SHEET NOTES P4 (0) 25W LED Pendant Color Changing LED accents N/A Surface mount to Color Kinetics Colorblast 6 25 120V 1P 2W Provide Kinetics 'Player 3 o Junction Box –Black controller (PDS150e/iW PDS = 150 power supply) 1. PROVIDE JUNCTION BOX IN ACCESSIBLE CEILING/CANOPY SPACE WITH 20A/1 P DISCONNECT FOR CONNECTION TO SIGNAGE. PROVIDE 75 120V 1 P 2W Provide custom glass GOBO. CONNECTION TO SIGNAGE. CIRCUIT CONTROLLED VIA TIMECLOCK P6 (1) 71W Gobo Projector n/a Ceiling Lighting Services Inc., 9 I-11+ Q71 MR16/C/NSP15 BP75=5A G Lens and mounting extension "1-1", SEE CONTROL SCHEMATICS, THIS SHEET. EYF need to be confirmed by manufacuturer. 2. CONTROLLER FOR P4 LUMINAIRES, MOUNTED ON TTB. SEE DETAILS SHEET E-5. SEE LUMINAIRE SCHEDULE FOR SPECIFICATIONS. P7 (2) 28W Fluorescent wrap ELECTRONIC Ceiling Daybrite OWW 2 28-120 EB 56 120V 1P 2W • • F28W/15/830/ECO 3. PROVIDE LV CABLING FOR LUMINAIRE CONNECTION TO CONTROLLER. R1 (1) 28W Recessed Linear Fluorescent ELECTRONIC Recessed Lite Control Mod2 family #RP D 28 120V 1P 2W 4. CIRCUIT UNSWITCHED FOR NIGHT UGHTING FOR SECURITY CAMERAS F28W/T5/830/ECO 44 1 4 T5 SGL CWM LP/ELB IN SECURITY ROOM. R1 NL (1) 28W Recessed Linear Fluorescent Night Light ELECTRONIC Recessed Lite Control Mod2 family #RP D 28 120V 1P 2W Provide with 1400 Lumen em c.D = - F28W/T5/830/ECO 44 1 4 T5 SGL CWM LP/ELB ballast/90 min. battery LP/EF R2 El (1) 39W Recessed Square Accent light ELECTRONIC Recessed Amerlux Imperia #SA639T6E C 39 120V 1P 2W CMH39106/830 12ONF R3NL (1) F32WPLT/830/ECO Recessed Fluoresecent Downlight Nightlight ELECTRONIC Recessed Phillips Omega #OM8 32 PLT 32 120V 1P 2W Provide with 1400 Lumen em — 0 ND CS EM 120/277 ballast/90 min. battery 1. SEE REFLECTED CEILING PLAN FOR ACTUAL LUMINAIRE LOCATIONS AND DIMENSIONS. 2. ALL FLUORESCENT LAMPS SHALL BE HIGH CRI, 3500K 3. ALL FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE–ENDED LAMPS SHALL INCLUDE THE DISCONNECTING MEANS AS REQUIRED BY 410.73(G) IN THE 2005 NEC; 410.130(G) IN THE 2008 NEC u_ 4. CONTRACTOR SHALL SUPPLY AN ADDITIONAL QUANTITY OF LAMPS EQUAL TO 10% OF EACH LAMP TYPE REQUIRED FOR EACH LUMINAIRE, BUT NO FEWER THAN 6 OF EACH LAMP TYPE; NO MORE THAN 30 LAMPS OF EACH TYPE. THESE LAMPS ARE CONSIDERED THE OWNER'S REPLACEMENT STOCK AND ARE NOT TO BE USED AS WARRANTY REPLACEMENTS. w • H N _ i 120V SWITCH Contactor 0 "Cl" "C1" 1FB O Q w _I CLCC1Eg I –❑ _ �c C3 A-10` •R1 NL o A-2 --�I x Z A-30 P7 4-22 R1 A-23 I�–'' A-22 A-18 18 •R2 J _ '1 A-20 I REFERENCE ONLY I I--- ¢ A-18 .= NOT APPROVED WITH THIS PERMIT z 4–POLE, MECHANICALLY II R1 HELD CONTACTOR v)Z '-18 R1 ADT SECURITY Contactor -20 A-18 SYSTEM C2 0 R2 i, R3NL �— A-22 ❑ ❑--. Q A-10 I I-i•- n A-20 A c.) Q 0 R2 A-18 I I`--'- R1 O P3 O P3 wI- A-20 II-'- ¢ A-20 A– 8 A-18 A-18 v' = l 4-POLE, MECHANICALLY SPARE II o 0 R R1 0 :A) HELD CONTACTOR IA-18 A-18 EX1 A-24 ISSUED FOR PERMIT 12/23/08 aP3 OP3 A-20 R1 P4 • • P4 A-18 A– 2 ❑ No. Revisions/Submissions Date R2 P6 AZ A–Contactor A-18 q-20 '0 LIGHTING CONTROL NOTE: P4° °P4 "Ti" "C3" P4® ° P4 ALL SALES AREA LIGHTING CIRCUITS CONTROLLED VIA ---0.-- --{3 © •1 NL 0 R3 0 P3 ❑ CONTACTOR C2. SEE DETAIL A-24-I F---.-- SIGNAGE , -22 R1 A-22 A-18 R2 A1, THIS SHEET. deSignilifOrla co A-16--I I--•- SIGNAGE [A-18 R3NL A–'0 — enganeertng A-22 365 DAY, PROGRAMMABLE DIGITAL I 0 P3 0 P3 TIMECLOCK, TYP. OF TORK #DWZ100B A-18 A-18 ❑ 2-POLE, MECHANICALLY • A- 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 R2 0 HELD CONTACTOR Drawing Title LI®EX1 G H T I N G- / K ❑R2 A-20 A-ZZ ❑R2 A-20 0 A-20 A-16 ❑R2 A-20 ❑R2 A-20 0 A-20 0 A-20 F LO0 R P LAN Seal Drawn Project No. MAH 865606.00 a = Checked Scale , TLR AS SHOWN • -- Al CONTROL SCHEMATICS A5 LIGHTING PLAN & LUMINAIRE SCHEDULE ' Date Drawing No. 12/23/08 E- 2 NTS 1/4" = 1'_0„ :' ©2008 DESIGN FORUM ARCHITECTS I 1 2 3 4 5 6 7 8 9 10 11 12 - a 1 I 2 1 3 1 4 5 I 6 I 7 I 8 I 9 10 1 11 1 12 EXISTING A 0 ROOM VOLTS 208Y/120V 3P 4W AIC 10,000 _ MOUNTING SURFACE BUS MAPS 100 MAIN BKR 100 re FED FROM UTILITY NEUTRAL 100% LUGS STANDARD $ SINGLE POLE SWITCH (WITH FOLLOWING SWITCH DESIGNATIONS) - CKT KVA LOAD CKT CKT KVA LOAD CKT WALL MOUNTED AT 42" I CIRCUIT DESCRIPTION A / B C BKR BKR A B C CIRCUIT DESCRIPTION I a _ SWITCH LEG WA SHINGTON SO M ALL 1 SPARE 0 .#, 20/1 20/1 0.3 %���f F4 LIGHTING 2 3 - THREE WAY 3 SPARE % 0 % A 20/1 20/1 4V' 0.9 %i j F-4 ACTIVATE 4 M = MANUAL MOTOR STARTER WITH THERMAL OVERLOADS WASHINGTON SQ. RD� � � = 9585 SW 20/1 F-4 ACTIVATE 6 E EMERGENCY PULL SWITCH AR � 0 20 0 1 0.9 C 5 SPARE �/ � ,�i / 20/1 ///� 7 SPARE 0 / A/ 20/1 20/1 0.54 f A//,/ RECEP 8 K = KEYED SWITCH TIGARD, OREGON 97223 9 SPARE 0 % 20/1 20/1 re// 0.6 /Al PROJECTOR LTG 10 D = DIMMER SWITCH 20/1 EQUIP. SHELF RECEP 12 . 0.36 20 20/1 0.36 E U S 11 EQUIP. SHELF RECEP / ,� / / 20/ // 4 Q ® TIME CLOCK 13 F3 RECEPTACLE 0.6 ��/ ;44.20/1 20/1 0 /j� SPARE 14 15 F7 RECEPTACLE V, 0.6 20/1 20/1 % A 1 SIGNAGE 16 m LIGHTING CONTACTOR KID SHEET NOTES 18 72"17 F7 RECEPTACLE 0.6 20/1 20/1 / / 0.448 LIGHTING PANELBOARD - FLUSH MOUNTED, 72 TO TOP = 19 F-2 EPICENTER vd /0.6 // ri ����/// _ - _ „20/1 20/1 0.66 / GOBO PROJECTOR, LIGHTING 20 1. ADT SECURITY KEYPAD LOCATION. (PROVIDED BY ADT)IT NIGHT HTING 22 PANELBOARD SURFACE MOUNTED, 72 TO TOP 21 SPARE 0 �f 20/1 20/1 % 0.218 %l/ BOH LIGHTING, EX S, LIG G 20/1 1 4 SIGNAGE 24 , 2. PROVIDE ARE TREATED PLYWOOD BACKBOARD. SEE SHEET E-5. 23 CEILING FOCAL / / 0.6 20/ 20/1 / S G GE SPECIAL RECEPTACLE, 18" AFF UNLESS NOTED OTHERWISE (UNO) 25 VAV-1 1.5 i 20/2 20/1 0.36 %%�/%i! � TTB RECEP 26 3. SAW CUT EXISTING CONCRETE AS REQUIRED. RUN CONDUITS UP THROUGH 28 e- SIMPLEX RECEPTACLE, 18 AFF UNO TO EQUIPMENT ROOM OR HOMERUN TO PANELBOARD. 27 1.5 / 20/1 / 0.72 TTB RECEP WALL AND OVER 0 EQU i 20/1 0 " 29 SPEAKER /%////�////%////// 0.3 20/ 20/1 //////�/%/�/ 0.3 Cl C1, C2, C3 � DUPLEX RECEPTACLE, 20A, 5262, 18 AFF UNO 4.56 5.54 4.87 TOTAL CONNECTED KVA 4. ADT WIRELESS HOLDUP BUTTON (PROVIDED BY ADT). 38.7 46.7 40.6 TOTAL CONNECTED AMPS FOURPLEX RECEPTACLE, 20A, 5262, 18 AFF UNO LOAD TYPE BONN. KVA DEMAND KVA LOAD TYPE CONN. KVA DEMAND KVA (* RECEPTACLE WITH GROUND FAULT INTERCEPT, 18" AFF UNO 5. SEE DRAWING E-4 FOR FLOORBOX DIMENSIONS AND/OR WIRING WITHIN GFCI FIXTURES. UGHIING 4.23 5.28 (125%) CONTINUOUS 0 0 (125%) SNP WEATHERPROOF RECEPTACLE, 18" AFF UNO LARGEST MOTOR 3 3.75 (125%) HEATING 0 0 (100%) 6. FLOOR BOX WITH TWO DUPLEX RECEPTACLES. (FB2 - SEE FLOORBOX OTHER MOTORS 0 0 (100%) NONGON11N000S 0 0 (100x) ;O; FLOOR BOX - COORDINATE LOCATION WITH FIXTURE LAYOUT LEGEND BELOW) c! RECEPTACLES 7.74 7.74 (50%>10) KITCHEN EQUIP 0 0 (N/A) e CEILING MOUNTED RECEPTACLE 7. FLOOR BOX WITH NO COVERPLATE USED FOR SIGNAL CABLES. (FB3 - SEE t�N�C01N/�NERSE 0 0 (N/A) TOTAL KVA: 15 16.8 0 JUNCTION BOX FLOORBOX LEGEND BELOW) KITES: TOTAL BALANCED DEMAND AMPS: 46.6 €3, SECURITY CAMERA - PROVIDED BY ADT , , 8. EXISTING PANEL 'A' TO REMAIN. 9. SWITCH FOR CONTACTOR "C1". SEE CONTROL SCHEMATICS, SHEET E-2. NOTE: NOT ALL SYMBOLS LISTED ABOVE ARE SHOWN ON PLANS. THE SYMBOL LEGEND IS USED FOR REFERENCE OF SYMBOLS SHOWN ON PLANS. 10. HSS SPEAKER RECEPTACLE IN CEILING FOR SPEAKER. COORDINATE SEE SPECIFICATIONS FOR INFORMATION RELATED TO SYMBOLS. LOCATION WITH EQUIPMENT (BY OTHERS). 11. SAW CUT OPENING FOR FEED TO FIXTURE IN FIELD. L F5 PANEL SCHEDULES F10 LEGEND NTS NTS REFERENCE ONLY W NOT APPROVED WITH THIS PERMIT GENERAL NOTES 3" C FROM EQUIPMENT SHELF TO TTB A. ALL EMPTY CONDUIT SHALL BE SUPPLIED WITH A NYLON PULL WIRE. 0 © B. INSTALL PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH NEC -TB 300.22. •! ... m ::= L. C. ALL CONDUITS SHALL BE SUPPLIED WITH NYLON PULLSTRING AND v:- A-26 BUSHINGS AT ALL ENDS. A A-3. • _ m 0 - - A-28 D. FLOORBOX LEGEND - 4 HUBBEL SYSTEM ONE S1PFB FLOOR BOXES: C1 - - A-8 _ _ FB1 (FURN FEED) - S1SPFFBL •i• :ic;"2 ,,�,,,o \F-4> - FB2 (2 DUPLEX) - S1 CFCBL, S1 SP, (2)HBL2152BK • �, ACTIVATE FOCAL FB3 (NO COVER) t 0 1,17:, . A-19 +8 m , Vnr .R r --q, �\ `. i v � IRNG � �� � 2 C ■�' • , � I AV .� v_I T 2 `S/G *A-2 ' A-- 5,27 fr i C Si Nq ; ` I A_4 6 " ABOVE C li l . © +18" \� J-BOX ABOVE CEILING _ , , -. - f FOR CEILING FOCAL :. A-8 ISSUED FOR PERMIT 12/23/08 R 0 _ vP 4A-23* <F-9> i No. Revisions/Submissions Date O, A-19`` - ^--_ 4 PLATTER DISPLAY POS ' 415111 ■ 0 0 EPICENTER °° L engineering .S g g ■�- - 0 Ck-I&A-8 0 1" C ABOVE A-29 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 0) CEILING. BUSHING ON EACH END. INIMMI • Drawing Title POWER * FLOOR PLAN - DENOTES CIRCUIT/DEVICE CONTROLLED VIA CONTACTOR. Seal Drawn MAH Project No. 865606.00 a Checked TLR Scale AS NOTED A5 POWER PLAN Date Drawing No. c f 12/23/08 E _ 3 1/4" = 1,-O,: '-'s-k \ 1 2 3 4 5 6 7 8 9 10 11 12 r.._ C 2008 DESIGN FORUM ARCHITECTS 1 I 2 I 3 1 4 I 5 I 6 1 7 I 8 1 9 I 10 I 11 I 12 (1) CIRCUIT FOR INTERNAL LIGHTING (2) CIRCUITS — ALTERNATE Clearw re IRCUITS TO DUPLEX RECEPTACLES _ /Mk J—BOX 18"AFF E-4 WASHINGTON SQ MALL .,_,, , _—,-.- ©© - - 9585 Sw WASHINGTON SQ. RD. PROVIDE 120V-20A �. t.,,,..„�� _.:..,,__.., �J OUTLET — TYP. _ =sa TIGARD, OREGON 97223 MC CABLE BETWEEN JUNCTION BOXES 0 0 SHEET NOTES B E-4 V PLAN VIEW = _.- PROVIDE 120V-20A 120V-20A ° OUTLET OUTLET PROVIDE 6.07---!'< NOTE: DRAWING IS A TYPICAL FIXTURE TO SHOW LOCATION AND QUANTITY OF _ DEVICES PER FIXTURE SECTION. L ACTUAL CONFIGURATION MAY VARY. N _ GENERAL NOTES S ECTI 0 N B S ECTI 0\ C A. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (i.e. U.L., ETC.) E7 F-4 & F-5 W NTS PLAN VIEW AND SECTIONS 1 HUBBELL 2—POLE, 3—WIRE 4—PLEX RECEPTACLE MODEL#HBL415W IN NOTE: SURFACE MOUNTED DEVICE BOX PROVIDE J—BOX AT 18” AFF AT DRAWING IS A TYPICAL FIXTURE TO CENTERLINE OF FIXTURE. SAW CUT SHOW LOCATION AND QUANTITY OF SMALL OPENING IN FIXTURE FOR MC DEVICES PER FIXTURE SECTION. PROVIDE J—BOX AT 8" AFF. SAW CUT ---_._ CABLE IN FIELD. SEE SHEET E-3 FOR s DIMENSIONS. -� _---_i ACTUAL CONFIGURATION MAY VARY. SMALL OPENING IN FIXTURE FOR MC CABLE "''--� IN FIELD. SEE SHEET E-3 FOR DIMENSIONS. en r :;_ � I' F-3 POS n _ � .�.-� 1 &S : I l REFERENCE ONLY — ; Y ;. ©© f ' ` w._. 1 r i D 'NOT APPROVED WITH THIS PERMIT F !! ii i '---4--- Ark I E-4 .- pp , 1 i 11:-. .,1:h i ACTIVATE FOCALs w t ©© SEPARATE CIRCUIT 0 f�P 6‘ ) a [ {f# \,,,00.*`iF-7 4 PLATTER . r{ N, ` .: DISPLAY POS 1 . ,,� : y. lfP L t PN VIEW _ �� , ,' EP i►' 0" " - i ISSUED FOR PERMIT 12/23/08 No Revisions/Submissions Dote ',o ;4, `_ PROVIDE (2)120V-20A FB1 '§ F-9 OUTLETS IN SURFACE ! - 4 PLATTER DISPLAY POS CEIL' •CAL MOUNTED DEVICE BOXES FOUR—PLEX IN F3 -� "A `�"-10 PER PLATTER TYP. designigforim 0 ® i ; . . co i \\* !). 1.' � =n. .... .. .. .. �.� engineering , „ , . # _ oS - t t# _ , , , ��� ; i 7, 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 / : mom.:-- , , „ Drawing Title FIXTURE I • } - i ,,, , ,s , , } WI RING D ETAILS., ri\ , ,, SECTIO\ SECTION d ..E D _\ Seal -,.a Drown Project No. ADM/MAH 865606.00 Checked Scale AS NOTED ... A8 F-7 & F'-3x COMBO FIXTURE Date Drawing NoAl FLOORBOX LOCATIONS . ," 12/23/08 E - 4 1/4" = 1 —o NTS PLAN VIEW AND SECTIONS - 1 2 3 4 5 6 7 8 9 10 1 1 1 2 ;j,_ a'a I: _ �' ©2008 DESIGN FORUM ARCHITECTS I I I I I I I I 1 . _ _ - 1 I 2 I 3 1 4 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 : _ clearw re WASHINGTON SO MALL 9585 SW WASHINGTON SO. RD. ..... TIGARD, OREGON 97223 EXISTING 800 208/120V = F5 EQUIPMENT RACK MAIN SWITCHBOARD CW MODEM CPU ,,,, 12V POWER M METER NUMBER — '4•11 SUPPLY 55-459-239 WiMAX DVD 1 0(1 DVD 2 100A —I-7w CD ICS'173 fl( .,, , ..--- • ... I ONE LINE BASED ON INFORMATION EXISTING OPTICAL AVAILABLE AT TIME OF DESIGN. FIELD PANEL A REPEATER VERIFY EXISTING CONDITIONS PRIOR 100A MLO — GENFEN TO BID. PANEL IS EXISTING TO 208/120V EXT-FW-1394B REMAIN. • F4 ACTIVATE FOCAL L., 42"PLASMA 42"PLASMA .- HDTV .- HD1V F9 ONE-LINE SAMSUNG ' PN42A450 ....- NTS DIAGRAM _I. I I ffil SPEAKER 0((1 SPEAKER ROWN INNOVATIONS INC. L.L.1 "MAESTRO" CPU CPU CW WIRELESS MODEMS POWER SUPPLY LOCAL PARTNER I FOR P4 --. . -.. .-- ir---- III 1_1 1_1 0 66 BELL INSTALLED RJ-21X PUNCH BLOCK FOR VOICE LINES c3 \ REFERENCE ONLY ALARM NOT APPROVED WITH THIS PERMIT LC-LC MULTI-MODE PANEL DUPLEX FIBER OPTIC - 50/125 i PLAYER DVR AND SHELF - A -,';,\ ,...,•:-,7 -'z - - ; f--274,C -rL ., . 3 PROVIDED BY ADT L-44,.. --iV4,3, ,,---•:.'', , ' - ,L.4 ,.=.1.14 .:-----, - ..... ---,-.4.4--A* --; -;:--.2-,- , - - - , , 1,:fitr4e:Pt---- CONTROLLER , i DT - - - - - - - - - - - -F2 WiMAX FOCAL AL RONIX li DVR -,t,•,, OPTICAL REPEATER 14, 12;PPLow ER RB RELAY GENFEN I LI 1.1 C..) EXT-FW-1394B 9 / \ lb 69 0 0 SPEAKER •■, ATC HSS HB450 ■ ...._ P4— SUSPENSION ID CONTACTOR CONTACTOR ROD POINT GREY RESEARCH ,.--/ "C2" "Cl" ISSUED FOR PERMIT 12/23/08 . 42''PLASMA TRACKING CAM ERA,--- / w IEEE / No. Revisions/Submissions Date .....— / w 1 HMV fnat--1 1.<1 / (...) No. --TrI . 4. . S-, DRAGONFLY 2 '/ v) _______ _ _ i____ _ SAMSUNG 4I / 2:1......-- LIGHTS FIXTURES IIIIIIIIIIII Alf SOMT PN42A450 / ....•' -.-- w \ ....... XGA c_) a: 0 4.1r"'''' ' a.- < (likSIQPIIII CrLill e PROJECT09 CONTACTOR TIME engineering ITACHI A-100 "C3" CLOCK GOBO PROJECTOR ir,... XBOX "TC" NUM ali 7575 Paragon Road, Dayton, Ohio 45459 Telephone: (937) 439-4400 .. ....0„„.... 12OVAC ' -.. (.5 -.. _ .....■ 61$a MIMI ■ lr."." L EXTERIOR SIGN 6666 Drawing Title SHOW WINDOW DETAILS ..,....... I.R. POWER I.R. 9 SUPPLY CONTROLLER I.R. BAR \ FLOOR & ONE—LINE WALL BEHIND 3'-0" X 8'-0" X 3/4" FIRE TREATED BOARD. F-7 FIXTURE PAINT WHITE seat Drawn A t No. DM/MAH Project a Checked Scale m.......... TLR AS SHOWN ... Al GOBO MOUNTING DETAIL A5 ACTIVATE/WI MAX FOCAL SCHEMATIC A9 TELEPHONE/DATA BACKBOARD Dote Drawing No. 12/23/08 E - 5 , NTS NTS 3/4" = 1'–O" ' c 1 2 3 4 5 6 7 8 9 10 11 12 Ex, (11( 4 (C)2008 DESIGN FORUM ARCHITECTS