Loading...
Plans (7) B U P2021 -00073 �pY RECEIVE r UFFiC� C MAR 2 2 2C21 CITY OF TIGARL BUILDING DIVISIOt. Structural Calculations For: Fabletics Washington Square Shopping Center Portland, OR 2021 -0239 March 12, 2021 Prepared by: • Thorson • Baker + Associates CONSULTING ENGINEERS OFe .s, fir. Y 9 706PE \OREGON EXPIRES: is / RENEWS: Table of Contents Design Criteria 1 Backing Plate to Steel Studs 4 Wall-Mount Bracket to Backing P1. 5 Floor Mount Bracket to Concrete Floor 6 HD Shelving Standard 7 Planter Box Light Seismic Bracing 8 Seismic Bracing for Interior Walls 9 Product Data 10 Tenant Fit-Out Design Criteria 13\ Project No: 2021-0239 Date: 9-Mar-21 Project: Fabletics Prepared By JAM Thorson•Baker+Associates Project Site: Portland,OR Principal DPM Platform/Loft N/A 'Existing Supported Floor N/A I Live Laad Reduction I ❑ 'Yes I ❑ INo Other N/A Wind Speed 96 MPH I Importance Factor 1 IExposure B Acceleration Coefficients(S5, S,) 0.865, 0.397 Importance Factor 1 Seismic Occupancy Category II Seismic Site Class D(presumed) Seismic Design Category(*) Lateral Resistance System Not impacted by Tenant Fitout Work (`)Provide to Architect immediately for their use in determining interior bracing requirements Ground Snow Load 10 PSF Flat Roof Snow Load 10 PSF Rain on Snow Load 5 PSF (Minimum per Building Official 20 PSF (Final Design Roof Load 20 PSF Foundation Type N/A (Bearing Capacity N/A Frost Depth N/A Other N/A CTCHazards by Location Search Information 7 -- Irijn ,•---.-sporting Goods JCPenney 9 Summit Or Address: SW Washirrgton Square Rd, Portland, OR 97223. USA 228 ftitt t, Coordinates: 45.4501846, -122.7786636 )ple Washingtip -o c ivare SW Washington Square Rd ctti Elevation: 228 ft C5 3 Timestamp: 2021-03-12T 12:46:38.716Z `1) Hazard Type: Seismic Go gle Q Crescent Groveq,Map data©2021 Reference ASCE7-16 Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 0.865 MCER ground motion (perio&0.2s) S1 0.397 MCER ground motion (period=l.0s) $MS 1.039 Site-modified spectral acceleration value SM1 ' null Site-modified spectral acceleration value SOS 0.692 Numeric seismic design value at 0.2s SA S01 `null Numeric seismic design value at 1.0s SA • See Section 11.4.8 vAdditional Information Name Value Description SDC ' null Seismic design category F., 1.2 Site amplification factor at 0.2s F„ ` null Site amplification factor at 1.Os CRS 0.886 Coefficient of risk (0.2s) CR1 0.867 Coefficient of risk(1.0s) PGA 0.394 MCEG peak ground acceleration FPGA 1.206 Site amplification factor at PGA a. PGAm 0.475 Site modified peak ground acceleration TL 16 Long-period transition period (s) SsRT 0.865 Probabilistic risk-targeted ground motion (0.2s) SsUH 0.977 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.397 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.458 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) * See Section 11.4,8 The resorts :rOr;atea here DO PLOT effect any state Cr'cL:ai amennrr ects rr e :arL1eS r arty ue. eai c res n'ade :iLr 'f1 me -.)Lid ;ny code adoption process Users s.houic ;.r;f'rr ar?r/ cutout oorair e.d from r^is roof Nrtn rhe jocai.4.dihotity c?. g jw sdicttor'before proceeding wITh Mesion Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 3 • .77. . Project No: rdo)-1- 0x34 Sheet No: D,.... " FAr . TIC. LI Date: 3/0-)e)-1 Thorson•Baker+Associates 7 Project Site: 1 ur11-9ti1 f a R Prepared By: TAY/ CONCU€7;+1i. E t�61Ni E,': Se ii _S. I7L�i.n U':4[,: : 0,i55 Ste=06gs ,:°.4s sae e (.,. - 0 (pres,,,e6n F4 — 1.t , F, :1.6 Sok ,155' o.95 . 5.�,- res, _ o,635- ClswtiL Pcsscr, Ov.i.<RY ' D \A/C1.,..0 511eLF 1-{T-TocHP Jr ` V41-1_-t v 04rkthl, PL rtrrAttkelcAir Tu SrczEL 5T'r') 6 S1-1fi,.,..ft:s (cbli 0 E6Px ir'v" c.G.') WL!v}-?T- .- C�OL'!di -. (5P5F DL i),oPSF t-L) ,c9 A 6" = loco X6..5 __.1-101347_,,,m, .._ LOAD P = • L a 4.�q �iDs' �. a z .. 9 79.1 Tan_ tt,E_r.� 7` 1 tit F� far r cr(ut1:\ --T. \ h op= f.r) Rel �.g i-r,t. Pvi flioR Ovi--Sr2vcrvz t-,,+-L 1;: i .5 2.: "} 1.0 1 . 6" • YE R1 14.4t._. 1.4A0 +: Oa 505'.4Ip .. 133 L-$ (uo.) -:_ '33.-.).51,15 to brkol i' •L4 . i p+J(t 6.JA P;-.. .-,1 L 2 A P?l�4,-..},1 e!--. 0 b l 1 11-t 0.7 tjW,rY _8473.3 0.3a Oh I1 -.14 7fx. C/049!1;,k 1116 * tt►6 !01.-..t 2!A Ln NAfLQ«t.: Y= ?$6 y-Ois,re.+d PERP't'N swKA- Fkrt,x. '1"- 8.4 0 co s-LreW s '1.1* 93 h41s,rzt5,4 w.-- t=4 3QPatr mu-. Y .. 273_31.6 way 8'1V 55S * 273/1)4 =D.‘to Pk. Project No: -2-°11-Da'6y Sheet No: 1 Project: rP,t,L.ETlL5 Date: 3/►.1/11 Thorson-Baker 4 Associates i-)01-11-41..)4), R 3.A,01Project Site: 0 Prepared By: ro,:cullldL te�Giull`- ��-tW Jr_6RF1Gce-'1'.. RTT4(f GvvJ 1 O c A{VuN1, PL rS g h!i = 978.9 L Cult) cell! LeK,fi� fl 5-4614I3 �h'/ t-/r oY SHSr- ("&..) �p J T2ti(7,(ir6ta.y Wb1 Y)r PeR vr- stili✓; : l ooat_Q 1,.,op,Ds- a BRAD(e1s Y►1,N V= loont_s 6Ki5t-G - V267E-B — S 3 L j � far n > i.Acac1 �Y1 — -aa! Fr-LAI : � )11 Mpsami _ 46-1Fs-t-g . 311.S LB At 12841-K0r ATTAL1-1 t RAL1!6r ro IC GA 34L1(IM. 5n,4) y/ rt k 41/?-16' F441" IID t'( Si.lie+-.S Vra►' 3?0 Lis/see w TAP' 1,'51(-5/5LRt (_004(5uveo vi-rt 5 3`1 4r �3� 0.41 Qk Project No: 621" 6.454tSheet No: Project: FAO�+wT3�S Date: Thorson-Baker t Associates rj�n %n .3)11401Protect Site: r O ' Ptepa!ed By: (sp 11 Silt Ttt:(i FKlrikF!f, F.L0C0." V✓lteii" \ r CSsr SEIsmi 1-20-CC OT 1311Si- 51-1E 1 Fb= ' 7 9Lax'`3 ' IS` Lt3(_,�,r: sad (jai S H vA R (345 Ccin1Ne cr tont '' l S;d t_,Q USC C1; \/ fTM/ `rttpcsr) C 4 1" 111 1r0i0tagtfiV 1f� (lb° ? 5LP 7 !S$Lt5 col Project No: s©a1-Ca3y Sheet No: 7 1 Project PAf� -Ella Cate: �l rZ Thorson•Baker+Associatesx'19 Protect Site: aR 7t 4.14 01. Prepared By: HD 51-1ELU)niy STA/JOA -D '4,4/ ATTA01Pt i !0 11 g G talon-I err 5l-IE4.vt vc = 41'0" n-H -r [per- 5 PSV. x 111%11-0" t-$r,xy, Oiti _ -53.`-1 3 ;.__ . 167 L6)4 6" .51,t v7..a5 = ;bv,.1-t3 \ � PI F = 97S.q L.6 C aI3 H (Or-r.) q�ratri Ta C5AtAteiu V1` �''a 2.,5 ve.R.Tctq�;� ti= 611-a , (3LbLk1w1 C+? 20" UC 5 3pY5 Grp BLOLI-Or/t, t`oap: 14iPtc.t.j '9x1c-1Ni rt. TO 'lb GA 9 J0 wI 63) d,-Aii L k� gra Eq Srvp 5frieAR ; (.3)41Y4 5s611.)373361$ ! l T AL--r STANQArLD 70 J3AGkcPC. ►, / C 3-) 4-1-12-lt-! TE S ,i%-0 f/1. 5Heia; (3,x32ter: G1�b`7 35L�S CrINY.K. 'reps-too 335+13 fr. , `tl "ti !d L_ ?of Ivo ><5 ,,, Q ).1-011 (3)#11-)'t Tak5" C4{1i4vt, Fl! t,4-ti ao sra) = X791.,5 L334112-1c1 TLKS STAUA9(2.() tAiry 0f„1czIt. PL IIS‘Leo i6 ({•men/I/vs!, SVIeA . .e r2.Vs,OA) i3Ac.ktrit, PL. i U 5-NDS � = 0.9� c O STAr.1 DA(Lt) ‘,ACARif, Pc t c -Y --- 6,51 61e, 116-7 YSK Project No: ao;1-i "' 0a39 Sheet No: Project: FAi T+t 5 tate; 3//.14 1 Thorson-Baker+AssociatesTAM Project Site: P C4,11.A+A], OR. Prepared By .. .iNI: tr,iir INf..hlf, 11 7/ A gx I <, X �a v t •� Of 4 � _ ..�.. Wl4,}Hr. SO LC)PI HAvka mss=actS Pi Rob WI'= lira g6(la rA sol"e) Fp - OM a Sas W-R i 1, a h = 31.1a L.a (vo) 5 Eq Cy - 1.0 TP - 1.5 MONt A r DUE. ID 1-1A-. %. L4,AA = (31.1aX&.7'`v' r\ Dt t>.- r E05..rCcv4P. t6. 6aLl VERT, Loop ~YO.ZSPs'vJ = 15.3 03 eA sip MAC TEPoxi`,,J 441 1-14+4,411.I- (Pt0.'1Eti ^ t.CL.$d-'/.7L6 + 1024'..61tC3 " 149.3 t.P, < 167603 ^ L i -)(O.b77$: 1 3/e4 N4m,Ert TOL(c,, cAPAhs MA>; !-Er .t't 1.4.40-4 9"75L.6 C 3Lel).t..q $L4.4, F1:wriVU CHECK vivis Pun)0 SL- AT LAT 4i-c31, r'uL t-oaD AT W SPAk) kgt., jf+aisi 14_T Ptoco st.. = 1176L.g x" ii x 0.56 = a0 „3 LB I 4,.J Lg? !':9,3 LB OK Project No: Oat 023 `1 Sheet Na: Project: FAl3GtfILS 9/1 Date: ca• Thorson•Baker+Associates PORI-LAPP Project Site: bR Prepared By: AM WALE BRAOPJL MAS[. wPLL. H itrtr = 4' ilM3r srIerr P10u3 wd PL 5PaetA+G= 1/41-'0" 1NPLL. wr, - !b PsP "MgNrrAtt:I' At '. 40 SF WeiGrsz •- 400 46 Fr 7 lL (1+ 'y (.1.) Sos n.as Rp = 1.5 - 1.5 +ytoo z.f, (9) 1b"}b TE ]Afro ail GA mot, 5roi . ( 17 2 LBl5tre.r) " '30$i.f�) .9 L(j o)t. cite . _ . UNISTRUT P1000SL Slab arae3*in 21 a'i1f i io i1 Beam Loading-P100081. d'1 sill noon Center Max Allowa Deflection Uniform Loading at Deflection Lateral Bra 1 ble Unifor at Uniform ting Reda le Span in Load Load Spanf180 Span/240 Span1360 ction Fact ii ri (In) (lbs) (in) (lbs) (abs) (lbs) or 24 1,437 0.06 1,437 1,437 1.437 1.00 Materials &Finishes- 36 961 0.13 961 961 765 0.94 Standard: Prod uct W 48 723 0.22 723 646 425 0.88 • Pregalvanized (PG): eight 60 578 0.35 553 406 272 0.82 Conforms to ASTM A653 SS Part Lengt /Ft(I GR 33,G90- No. h(ft) Finish batht) 72 476 0.50 383 289 187 0.18 • Unistrut Defender(DF): 84 408 0.68 281 213 136 0.75 Conforms to ASTM A1046 SS P1000SL 10 PG ',as GR 33 96 357 0.89 213 162 111 071 • Hot Dip Galvanized (HG): P1000sL 20 PG 1.85 10a 323 114 170 128 85 0.69 Steel conforms to ASTM P1000SL 20 HG 1.908 A1011 SS GR 33.Finish 120 289 1.40 136 102 68 0-66 conforms to ASTM Al 23 P1000SL 10 HG 1.908 144 238 2.00 94 68 51 0.61 • Perma-Green (GR): Steel P1000SL 20 GR 1.85 conforms to ASTM A1011 SS 168 204 2.72 68 51 34 0.55 GR 33. E-Coat finish P1000SL 10 GR 1.85 192 179 3,55 51 43 NR 0,51 • Perma-Gold (ZD): Steel P1000SL 20 PL 185 conforms to ASTM Al D11 SS 216 162 4.58 43 34 NR 0.47 GR 33. Finish conforms to P1000SL 10 PL 1.85 240 145 5.62 34 NR NR 0.44 ASTM B633.Type (1 SC3 P1000SL 10 ZD 1.85 Nole NR-NnI Re • Plain(PL): Conforms to P1000SL 20 ZD 1.85 ASTM A1011 SS GR 33commend P100051. 20 S5 t85 ed Materials& Finishes- Special P10005L 10 SS 1.85 Metals: P1000SL 20 EA 0,74 Refer to the General S•ecifications for loadin• information. • Stainless Steel,Type 304 (SS): ASTM A240,Type 304 ' Column Loading-P1000SL • Stainless Steel,Type 316 (ST): ASTM A240, Type 316 ' Allowable Lo • Aluminum (EA): ASTM B221. Unbraced He ad at Slot Fac Max Column Load Applied at C.G. Type 6063-T6 (Extruded) ' igh1 e (In) (lbs) K=0.65)Ibsl K=0.80(ibs) K=1.0 libel 012(lbs) * These materials have 24 3.550 10.740 9,890 8.770 7,740 different physical properties and performance 36 3.190 8.910 7740 6.390 5.310 characteristics. Please 48 2.770 7.260 6,010 4.690 3.800 contact i_for design support. 60 2.380 5.910 4,690 3,630 2 960 72 2,080 4,840 3,800 2,960 2,400 Project: 84 1.860 4.040 3.200 2.480 1-980 96 1.670 3,480 2.750 2.110 1,660 Architect 108 1510 3,050 2,400 1810 1<L1r>200 1 120 1,380 2.700 2.110 KLIr>200 KL/r>200 Engineer: 144 1.150 2.180 1_660 KL r>200 KLlr>200 Date: Phone: Refer to the General Specifications for loading information. Contractor Address: Notes: Approval Stamp: f0 UNISTRUT ^ P1001 1%. +I 7�--���1 �;h Beam Loading•P1001 -i Deflection '. 3 W -! 93 -eleme- I Max Allow. al Uniform Loading at Deflection Lateral bra `••a J I ` L. I ` Uniform Lo Uniform to tang L Span ad ad Span0180 Spa n)240 Span/360 Reduction (in) (Ibs) (in) (IOs) (ibs) may Factor Materials& Finishes- 24 •3.500 0.02 '3,500 '3,500 '3,500 1.00 Standard: Prod 36 3.190 0.07 3.190 3.190 3.190 1.00 uct W • Pregalvanized (PG): aight 48 2.390 0.13 2,390 2.390 2.390 100 Conforms to ASTM A653 SS Lengt /FtIt G0 1.910 0.20 :910 1,910 1.620 097 GR 33, G90. h(fill Finish bstit) • Unistrut Defender(DF): 72 1.600 0.28 1.800 1,600 1,130 0.93 Conforms to ASTM A1046 SS P1001 20 PG 378 34 1370 039 1.370 1240 930 0.49 GR 33 P1001 10 PG 3.78 • Hot Dip Galvanized(HG): 96 1,200 0.51 1,200 950 630 0.85 Steel conforms to ASTM P1001 iS OF 4.028 108 1.060 0 64 1.000 750 500 0.01 A1011 SS GR 33.Finish P1001 20 OF 4.028 conforms to ASTM A123 120 960 079 810 610 410 0.76 • Perma-Green (GR): Steel P1007 20 HG 4028 144 900 114 560 420 290 070 conforms to ASTM A1011 SS P1001 10 HG 4.028 GR 33. E-Coat finish166 680 1.53 410 310 210 0.63 • Perma-Gold (ZD): Steel P1001 20 GH 3.78 152 600 2.02 320 240 160 0 55 conforms to ASTM A1011 SS P1001 10 GR 376 GR 33. Finish conforms to 216 534 2.54 250 190 130 13.49 ASTM B633. Type II SC3 P10(11 20 PL 3.78 Zoo 480 3.16 290 150 100 0,44 • Plain(PL): Conforms to P1001 10 PL 3.76 ASTM A1011 SS GR 33 Mote 'Load limit P1001 10 70 3.70 ad by weld Materials&Finishes - Special shear Metals: P1001 20 ZO 3.78 P1001 10 SS 178 • Stainless Steel.Type 304P1001 20 SS 3.79 Refer to the General Ssecifications for loadini information. (SS): ASTM A240. Type 304 ' • Stainless Steel,Type 316 P1001 10 ST 378 Column Loading-P1001 (ST): ASTM A240.Type 316' P1001 20 ST 3.78 • Aluminum (EA): ASIM B221, Allowable Lo Type 6063-T6 (Extruded) ' P1001 10 LA 1.34 Unbracad ad at Slol Fac Max Column Load Applied at C.G. Height e ' These materials have P1001 20 13'1 Ito) (Iba) K=0.651114s1 K=0.80 ribs) 8.=1.0 Os) K-12(Ibs) different physical properties 24 6.430 24.280 23,610 22,700 21.820 and performance characteristics. Please 36 9,790 22.610 21,620 20.650 10.070 contact 143 for design support. 48 6,160 21,410 20,300 18,670 16,160 60 6.000 20.210 16.670 45.520 12,390 Project: 72 5.620 111 970 16.160 12,390 8.950 3.1 5_t70 16 1151) 13.630 9.470 6 580 Architect 96 4,690 14.890 11,190 7,250 5,040 I 109 4170 12.850 8.950 5.730 3.980 Engineer: 120 3,690 10.900 7,250 4,640 KL7ra200 Date: Phone' 143 2.9317 7 630 5 040 •CL r,200 KL1r'200 Refer to the General Specifications for loading information. Contractor Address: Notes: Approval Stamp: 1 4 I OVERVIEW Fastening Options Connections can be made using a variety of Fastening SCREW CONNECTIONS options. Itis critical to specify the proper fastener to Self-drilling screws—These high-strength fasteners are used ensure the proper performance of the connections if the connection is multiple thicknesses of 33mi1 steel or in light-gauge(cold-formed)steel construction. thicker. One of the more common self-drilling screws is a The most common and widely used connection 110-16 x 5/8 HWH SD (410 diameter shaft, 16 threads per methods are screw connections,powder-actuated inch, 5/8 length, hex washer head self-drilling screw). Fastener connections and weld connections. Each .40 4 type of connection method has various advantages • and disadvantages. Therefore,we provide data for A r I the most common types so you can choose your preferred connection method. AIS) CALCULATED ALLOWABLE LOADS FOR SCREW CONNECTION r.Sal-r�.,i Detig • Meter7IStnerigtb 18-18 HWH Screw 110-t6 HWH Screw 112.14 HWH Screw 174'•14 HWH Screw :ckr.cs. thickness 17,,.-0.1¢0 Dia il r/0 Dia.:0.210 Dia.:0.240 . .-nils) rro) F7 P'+ Sheer 1rnuan S.. Shea, r.,,t.;,.n 5119.1( Tension tksi) (ksi) Elba) (lbs) ,,Ls; .1.0 011.0 OW, ills) (ihs) 33 0.0346 33 45 162 71 177 di: 186 93 199 106 43 0.0451 33 45 241 92 1E,', 10:i L7' 12' 256 138 51 0.0566 33 45 333 115 370 137 389 152 416 173 0.05 3' 333 '67 -67 198 562 219 WA 25e . 0.0713 _ 43 45 — — 467 173 550 191 586 218 : ::7-3 at: 65 .-- —. s67 249 567 278 `t-19 315 0.1017 33 45 — — 467 246 687 272 867 311 51017 55 _- .. 157 356 667 393 967 451, 0.1242 33 45 — — — — 687 333 867 380 i ii },1242 50 - 65 — — — — 6d7 480 367 i49 AISI CALCULATED ALLOWABLE BEARING & PULLOVER FOR SCREWS 18-18 Serene 140-16 Screw 112-14 Screw 1!4'.14 Serer ^,t tcr,ui Design Material Strength 5h.:�,.,J in° Shank.0.190 Shank=0.210 >,,nk-0.240 !hotel-us!hot s fillet..Rest i-ieed:0.2S0 1-lead s 0 375 Heade 0.375 Head a-0 500 cn-r10 lin. Fx i:, Bearing Pulla.e, Bearing Putase, Bearing Poilover Bearing Pu1i aver O ,,,csii (i4s) (IM) (lbs) (lbs) {!h.) (lbs) ltbe9 Slb.) 33 0.0346 33 45 224 195 266 292 294 292 336 389 43 0.0451 33 45 292 254 347 381 384 381 438 507 54 0©566 • 33 45 367 318 436 478 481 478 550 637 50 65 533 460 629 690 695 690 195 920 nib Ott713. 33 45 — — 549 602 606 602 693 802 50 85 — — 792 869 876 869 3001 1159 37 0,1617 33 45 — — 783 858 865 858 989 1144 30 *55 -. -- 1130 1239 1249 1239 1428 1653 118 4,242 33 45 — — — — 1056 1048 1207 1397 50 65 — - — 1525 1514 1744 2018 Notes• I 'iii.ait es.sere cicvl.ts'd tarr,g the 2001 AISI Specification wnn04 ssq l n..ent 2 'r.ts are t:ased or.8na{,ea TEK2 HWH,,:Pelt_apaeiocs Ad KrNs mutt acct mrn,m.urr:[rta•ra ou=irne. 3 .':--ar It-engin*Sr 44,410:1112,and!74"screws mist be greater then or equal to 1000 lbs.1400It's,2000 1bs en4 7600 lbs•espectn:riy 4 . tsion stre.ngen for 48,410,412,and 114'screws must 6e greeter than ca,eq,rai to 164511n,1936 gas,2778 lbs and 4060 ills respect,<,.ty 5 '' •'-vnunurn,h.nei dim-new foe til screws,s i-4"The minimum head&ar-merce foe tiny nrrf rr,;,.. -s 3.4-"No-r,nim,in.',...ad diar,.t,,ter!!4',,Geos,.I:2. 6 -w;,it.a,ate,,lieu cspac,ty-s sued x Bu,ktct.DATA u s•n.-i,m am 7 5.,-lea...s4'eg,stered r_.sder-teric of Man is ioni Works,+x- FastClip'm deflection screws—Many of the ClarkDietrich "�I „ic 1 i, u.n�.,.nr.s r... deflection clips include our.proprietary FastClip fastener —1 Average Ultimate Shear 2400lbs that has been specifically designed to provide friction v1SPEC_x)7ASDFacor oiSaety 30 Free deflection.These fasteners eliminate drag, binding i Average Allowable ShearLoatt 80f)tie or resistance that can often occur pith common Fasteners. 1 12 Pub-No.CD-C'ipExpress 4112 The teclin cal content of this literature is efective 4/912,end supersedes all previous m'ormation clarkclietrich.com Seismic Bracing TOLCQ'M Fi , 991 - Fast Attach - Cable Sway Brace Attachmentomponent of State of CaliforniaCOSHPD Approv6d Seismic Restraints System Size Range: '/s", 3/16" and 1/4" pre-stretched cable. Fig. 991S fits rod sizes 3/13'thru '. Fig. 991 L fits rod sizes 314'thru 7i$'. 410 Hardware Included Material: Steel As Shown Function; Cable attachment for sway bracing.Attaches sway brace to hanger rod. To be used with 7 x 19 strand core pre-stretched galvanized aircraft cable. Features: Cable easily slides into oversized front arch opening. Swivel allows adjustment to various surface angles. Break-away hex nuts assure verification of proper installation 'fi torque. Unique "Fast-Attach" yoke design fits multiple rod sizes;3/8" thru 5/s" or 3/4" thru ID 7/8".To verify proper installation to hanger rod, simply install yoke to hanger rod and tighten cri Iv, 3/e" cone point set screw until head breaks off. "Stackable" design allows installation of \ r,, 4-27 3 both lateral and longitudinal braces, as well as opposing braces, to be easily installed on a { n' single hanger rod,with no disassembly. The retrofit yoke has a visual verification of proper m installation torque. Tighten existing hex nut down until the slight gap in the yoke assembly o_ doses completely. N. `O Approvals: Included in our Seismic Restraints Catalog approved by the State of California `•,, Office of Statewide Health Planning and Development(OSHPD). For additional load, • spacing and placement information relating to OSHPD projects,please refer to the TOLCO it. \ - liL iO, Seismic Restraint System Guidelines. Finish: Electro Galvartzed Order By: --Figure number, rod size range 31a'!brit 543 or 3/4°thru 7/8' US Patent Numbers: Pat.#7,097,141, Pat. #7,654,043, Pat.#7,654,043 B2 �- - B �., Part Rod Cable Max.Horizontal Approx. Number Sizes Diameter A B Design Load' Wt./100 in. Imml in. 1mxttl in. Imml lbs. (kNl lbs. (kgl 991-S-1/63r8" 1/a" (3.21 45116"(14.31 2" 150.81 975 (4.331 128.3 (58.21 i 1\ 991-5-3/16 thru 3/ib" 14.81 5" 1127.01 21.'4" 1571: 2050 19-12i 182.1 (82-61 ��J% 991-5-1/4 5/g" 1/4" 16.31 5" (127.01 2518' (66.71 3150 114.011 221.1 1100.31 A Part Rod Cable Max.Horizontal Approx. Number Sizes Diameter A B Design Load' Wt./100 PPR 1111/1111.1111 in. (mm) in. Imml in. Imm) lbs. (krill lbs. (kg) ®ir•+► 991-1,-1/e I ]/4" 1/3" 13.21 45/16"(14.3) 2" (50.81 975 (4.331 122.3 (55.51 991-L-3/16 & 3f16" 14.81 5' 1127.0) 2114" 15711 2050 19.12i 176.1 (79,91 991-L-1/4 I 7/a" 1/4" (6.3) 5" (127.0( 2518" 166.71 3150 (14.01) 215.1 (97.51 ' Maximum load rating controlled by cable breaking strength. 1 �. . Note: _ See Page 185 For Pre-Stretched1. 0.:.. `,i Cable Information - ON MI1. - MO - ., ) 3 All ormnnsirms n charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specfied Eaton 191 B-line series Pipe Hangers&Supports tr RED E. Tapcon Screw Anchor - Technical Data PERFORMANCE TABLE Tapcon Anchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete ANCHOR MIN.DEPTH OF Pc=2000PSI(13.8MPe) fc=3000PSI(20.7MPa) fc-4000PSI(27.6MPa) rc=5000PSI(34.5MPa) DIA. EMBEDMENT In.(mm) In.(mm) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR Lbs.(kN) Lbs.(kN) Lbs.(IN) lbs.(kN) Lbs.(kNI Lbs.{kN) Lbs.(leN) Lbs.(IN) 3/16 (4-8) 1 {25.4) 630 (2.73 720 (3.2) 625 (2.81 720 13.2) 650 (2.9) ] 720 {3.2) 800 1361 360 13.8) 1-1/4 (31.8) 345 (3M 770 (3.2) 858 (3.8) 720 13.1) 870 (3.9) 720 (3.2) 3,010 (45) 860 13.33 1-1?I (38.13 1,090 14.3) 860 13.81 1,090 (4.81 360 (3.3) 1,090 (4.8) B60 (3.8) 1,220 (5.41 860 (3.8) 1-314 {44.5) 1,450 0.5) 370 (391 1,455 (63) 870 33.91 1,460 {6.5) 990 (4.4) 1,730 (7.7) 990 (4.4) 114 {6.41 1 (25.4) 750 (3.31 -900 (4.0) 775 (3.4) { 900 (4.0) 800 (3.6) 1,360 (6.1) 950 (4.I) - 1,440 (6.4) 1-114 (31.8) 1,050 (4.7) 900 (4.0) 1,160 (5.2) 900 (4.0) 1,270 {5.6) 1,360 (6.11 1,515 (67) 1,440 16.4) 1.112 (38,1) 1,380 (6.11 I_1,200 (5.3) •1,600 (7.2) 1,200 (5.3i 1,820 {8.1) 1,380 (6.1) 2,170 (9.71 1,670 {7.4) 1.314 (44.5) 2.020 (9.01 I 1,670 (7.4) 2,200 19.8) 1,610 (7.4) 2.300 (10.6) 1,670 (7.41 2,770 (12.3) 1,610 t1 I) Salo worling loads foe single iasWDalian inlet-Stab(loading should not acted 75%of the nksmate toad;aFatrte. PERFORMANCE TABLES Ultimate Tension and Shear Values TapconfAnchors (Lbs/kN) in Hollow Block ANCHOR ANCHOR LIGHTWEIGHT BLOCS MEDIUM WEIGHT BLOCK{ DlA. EMBEDMENT TENSION SHEAR TENSION L SHEAR - €n.(mm) In.(mm) Lbs.LAN) Lbs.(EN) Lbs.(kN) I Lbs.(kN) i 3116 (4.8) - 325.4) 220 (1.01 1 400 11.3) l 340 i1SI i 730 (3.2) I1:4 (6.4) 1 {25.4) 251E (1.1) 620 (221) J SOD (2.2) I 1,000 {4.4) Safe',taboo toads(aunt*installation wide slant boding shokAd not exceed 25%oL the uharule load taoaciry N01E:VW Toon regimes 5.3r h1,11.5"Toro revoaes 3/14'hit. Tapcon'Anchors Allowable Edge and Spacing Distances PARAMETER ANCHOR NORMAL WEIGHT CONCRETE CONCRETE MASONRY UNITS(CMU) DIA. • In.(mm) ( FULL CAPACITY REDUCED CAPACITY LOAD REDUCTION FULL CAPACITY REDUCED CAPACITY LOAD REDUCTION (Critical Distance (Minimal Distance : FACTOR (Critical Distance (Minimal Distance FACTOR Incises) Inches) I Inches) Inches) Seating Between 3/16 3 1-112 0.73 3 1-3.2 1.00 1 Ancbots_Tension 314 4 2 0.66 _ i 2 0.84 Spacing8ehx??n 3i Tb 3 1-1/2 I 0.83 3 1.1l7 100 I Anchors-War !,'4 4 2 (1.82 4 2 0.81 Edge Distance• 3116 1-718 1 ( 0.83 4 2 0.91 Pension I 114 2-112 1-114 0.82 4 2 0.88 1 Edge Distance 3/16 2-114 1.118 0.70 4 1 0.93 i -Sheat 114 3 1-1/2 039 4 - 1. 2 0.80 PeSklinch=254mm '$impson Strong-Tie.Woad Construction Connectors SIMPSON LTP4/LTP5/A34/A35 Stron Tie Framing Angles and Plates The larger LTP5 spans subfloor at the top of the blocking or rim board.The embossments enhance performance. --I ` The LTP4 lateral lie plate transfers shear forces for top EF4 u m 4', plate-to-rim board or blocking connections.Nail holes I ° are spaced to prevent wood splitting far single and a I 0 r, I .l e title 101)VatO oj. aUons,May be installed over pool-0 'o r e I � � plywood sheathing. o o m 1 o 0 The A35 angle's exclusive bending slot allows instant, m I .„ accurate field bends for all two-and three-way ties. 0 9 z — , ti' 's , 0 Balanced.completely reversible design permits the LTP4 ° I e e I c j A35 to secure a great variety of connections u, ! ° I° 3' im i Material:LTP4/LTP5 -- 20 gauge;ail others -- 18 gauge 4 L Q 4 o.� trill.11i'4 4 Finish:Galvanized.Some products available in stairrtess rr I , steel or ZMAX°'coating.See Corrosion Information. I._ ' I LTP5 0 , I a `� lm m p0 Installation: 0 o }i %' c o r •Use all specified fasteners:see General Notes / a dil�7 e •A35 — Bed one tune only I X11 o I Codes:See p.12 for Code Reference Key Chart A34 , A35 0 14X04 4 ,, '' I V iip 10414111161 *I /It, % }— Joists to Plate Studs to Plate laists to Beams Ceiling Joists to Beam -0 with A Leg Inside with B Leg Outside IF i N tA1 - '- tA2 � s3. 3 G', W cn tt�}. F 1 111 f -. 11?` .�� F 1 ;;ii /1 10 i'l oua a `'J��� 0 ., 3itiolo,' ` 11A34 2, A35 3 A35 ® A35 °, h Z m a -2 minimum 24/0 APA-rated IIIIIIw•-. - wood structural panel sheathing Simpson Strong-lie' 0... — l o / Pit8121 x6 x'h -.� ��..�rr� ' r screws into subtloor I yn 2.i j .mss-: iii and framing Gi , . p ,_.1") G ili............, 4-7i ' ' - OW ': 1..----1:1-- . ; = ��0 '`~ LTP4 • ow \ xattaching • 1 t . '"r Tap Plates to a 11 6 t I LTP4 Installed Rim Board "" L I over Wood 71 LTP5 Installed over Wood Structural Panel Panel Sheathing _— A35 Sheathing 280 Simpson Strong-Ties Wood Construction Connectors SIMPSON LTP4/LTP5/A34/A35 Strong-Tie ,n Framing Angles and Plates (cont.) These products are available with For stainless- Many of these products are approved for installation 111 additional corrosion protection. © steel fasteners, SD with Strong-Dave"SL3 Connector screws. For more information.see p 15. see p.21. See pp.335-337 for more rnfomtation. OF/SP Allowable Loads SPFIHF Allowable Loads Model Type of Fasteners Direction Code No. Connection (in.) of Load Floor 1 Roof i (160) Floor Roof {960} Ref. (100) (125) ( (900) (125) F, 395 480 545 340 415 470 • Ej 41)0.131x11/2 ...__ F:' 395 430 430 340 370 370 IBC,FL. Ea 434 640 640 640 550 550 550 LA Q IR)49e11,45L r 495 4% 495 425 425 425 Uplift 240 240 : 240 170 170 170 — 41 295 350 360 255 300 900 ❑2 (9)0.131x 11/2 E 295 360 385 255 310 330 CI 185 185 185 160 160 160 A2 295 325 325 255 280 280 fBC.FL, Eg 1 LA A35 ❑3 (12)0.131x1"16 C2 295 330 330 255 285 285 0 225 225 225 195 195 195 ® (12)0.131 x 1 tFt 590 650 650 510 560 560 F25 590 670 670 510 576 575 1 El (12)P06121 F1 420 420 • 420 360 366 360 -- 6 580 715 715 61615 =t 525 525 525 a!4.1 450 450 ;BC FL 9 565 565 ' 565 486 485 485 -A LTP5 I rj fl2}0.€39xt i H 490 490 490 420 420 420 1 Abwable icads are for one angle.When angles are instated on each ssde of the gist.Che minimum joist thickness s 3" 2.Some illustrations show connections that could cause cross-grain tension or bending of the.vood during leading 4 not reinforced sufficiently,In this case,mechanical reinforcement should be considered. W 3 LTP4 can be installed aver 3e wood structural panel sheattnng With 0.131'x 1 W nails and achieve 0.72 of the fisted load,Or over W sheathing and achieve 0.64 of the listed load.0.131"it 2W nails will achieve 100%load. 4.LTP4 satisfies the IRC continuously sheathed portal frame ILS-fes framing anchor requirements when installed over raised wood "1"3 `K floor framing per Figure R602.10_6.4 co ti 5.The LTP5 may be installed over wood structural panel sheathing up to'-'7"thick using 0.13 t'x t o nails with no reduction in bad- CO i 6.Connectors are required on both sides to achieve F?loads in both directions. Cl.4 7 A34 and.435 installed with 0.131"x t V flak onto 1W LSL material will achieve+0.00 o1 the listed F i and Fn loads. 2 8.Fasteners:Nail dimensions in the table are diameter by length.SD screws are Simpson Strong-Tie'Strong-Dave,screws.. PH6121 is a pan-head;6 x mi screw available from Simpson Strong-Tie.See pp.21-22 for other nail sizes and Information. F^ I N . , I.__ .,,,,,,,.„ SD N ,.., _,,,,.._ ..,,, ,,-----, ---.. F> „, „, L, 1 s 00.--. tit, ' :'me- Sit kaliJikel t 11p1ilt V "� N -4, Typical A35 Wn 1, r1 '� � L— Installation r A. IW 14' l .. , '',... $ 44 001 # Chimney Framing J 1 A34 Typical Installation 281 I lcr teiTr=r1 17;n11:5r1 Design Method I Allowable Stress Design(ASD) v Connection Type l Lateral loading v Fastener Type I Wood Screw v Loading Scenario I Single Shear v • Main Member Type I Spruce-Pine-Fir Main Member Thickness 15.5 in. \lain Member: Angle of 90 Load to Grain Side Member Type I Steel v Side Member Thickness 1/4 in. v Side Member: Angle of .0 Load to Grain Wood Screw Number E 12 (D = 0.216 in.) Length 2 in. v Load Duration Factor C_D = 1.6 Wei Service Factor CJY1 = 1.0 v End Grain Factor C_eg = 1.0 v Temperature Factor C_t = 1.0 v Connection Yield Modes :5.47 lbs. 12693 lbs. 15 [348 lbs. IIIm 1273 lbs. Ilk 1372 lbs. IV [278 lbs. I adjusted ASO Capacity 1273 lbs. ▪ Wood Screw bending yield strength of S0H)0 psi is assumed. • Dowel bearing strengths tier wood screws ��ith nominal diameter greater than 14 in. are calculatedand rounded to the nearest 50 psi in accordance with NDS Table 1 1.3 2, • Lomb of tapered tip is assumed to be two times the nominal wood screw diameter for calculating&low el bearing length in the main member. • ASTM A36 Steel k assumed tur steel side members 1 4 in. thick.and ASTM A653 Grade 33 Siert is assumed for steel side members less than 1 4 in. thick. While etery ellon has been made to insure the accuracy of the information presented.and special ctThrt has been made to assure that the information reflects the state-of-the-art. neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this un-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washinoon State University. Support for development ul'the Connection Calculator''as provided by American Wood Council. Design Method Allowable Stress Design(ASD) v Connection Type I Withdrawal loading Fastener Type I Wood Screw Loading Scenario N/A Main Member Type I Spruce-Pine-Fir v Main Member Thickness 5.5 in. v Side Member Type Steel v Side 1leniher Thickness 20 gage v Rood Screw Number[ 12 (D = 0.216 in.) v Length 1 3 in. v Load Duration Factor C_D = 1.6 v Wet Service Factor C_M = 1.0 'temperature Factor I C_t= 1.0 v Adjusted.451)Capacity 1347 lbs. • I'he Adjusted ASD Capacity does not apply for wood screw installed in the end grain of wood members. • fhc Adjusted .ASD Capacity only applies to withdrawal of the fastener from the main member. It does all address head pull-throuogh capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented.and special effort has been made to assure that the infomtation reflects the state-of-the-art. neither the American Wood Council nor its members assume any responsibility titr any particular dcsin prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was dcsiiined and created by Cameron Knudson. Michael Dodson and Day id Pollock at Washineton State University. Support for development of the Connection Calculator was provided by American Wood Council. 6 5 1 4 3 2 1 I REvl.tm IREvIQES RNi#A. I LAU IAPFRI. El.?.IDID?. ELEASE ,wla VMA (4.25) --11 -may (10.371 { - 4 D - E1 kl • I r . 11 ( 2 ) 6 ( 3 ) • 11 ) C C ,10f..75) (10 001 ( 3 .} ' CD B Q) C) v 00 ( 4 ) N J _ I'.,.-_. _... i NOTES: L' 1. NO ASSEMBLY REQUIRED PRIOR TO SHIPPING. >1 -4 _ 219037 NUT,KEPS 114-2 ZINC 2 -�-- 3 - - 2111 SCR,CA HXW OP ZC 1I4-20 X 314 2 2 051 BRACKET WELDMENT,WALL MOUNT 2 1 051 3 STANDARD WELDMENT,WALL-WALL 1 F10-T -ITEIN- N N- PART NUMBER DESCRIPTION CITY A I . E.AS FNA.M o. SEE 80M o "'„w."�'.os A La MR. "' M«.v..WIrAFam I 1 PLCF. "IS SEE BOM 000011. ISPLc f.w STANDARD ASSY.WALL-WALL APPROVALS DATE I FRACTIONS f1/1r IANGLES f,• E...." DMR 211119 _ .,"...cp Rn. �. .w TL j V5119 C 1',10 I�` 060782 I A I.,.....DMR 2/6/19 w.="=. _.,.......,...-.,.. I...n 1 a 1 6 J 5 4 3 2 1 11Petagonl2FS-STYLI2EngOata\ECO4App11040i-PULL ITEMS FOR WALL MOUNTED ASSE BLIES FOR FABLETICS1 I 6 5 4 3 2 1 • REM.WN R£V LE,AIPrNN LATE APPW'U I F ELN IQl?•AELEASE �2m. I prig (. D 2 PLACES ON INSIDE OF CHANNEL 25� 1 00 D ....... r- �9.. .. .. 5.000 f9 F- 2.000 + / r- .. .'`• 11GA CRS 7-0- - - 1.500 i 13GA CRS— i 11GACRS-if C .280 C 1.000 +- 1 —I i 111.465 1 J A 4.250 3.250 1.320 y — 1 ; B -- 1t rl -> C.I.01 _.a. O CO 4X R.125 W 4X 0 .228 THRU ALL L . 3.250- .I..' �/ 0 .438 X 82" .--- 4.250 ...-- Df NOTES: 1. FINISH TO BE POWDER COATED TO MATCH RAL 7044"SILK GREY" (STYLMARK#OBGRY40148). A +3 SIo IZEPMI1: I wHM 1.,nin,r wit SEE NOTES ! .•% p . ro IIii-r, a A yew mid aux= 13 PLC e.plsl"" SEE NOTES 1?PLc as 'BRACKET WELDMENT,WALL MOUNT APPROVALS OATS FRACTIONS ring ANGLES FAN. MR. D211119 0.0 ,e.- �I ic G.. Ti_ V5119 c I` 1.2 051086 A 1...0..okiR 216119 v, -:-7._. ...,---M....•.... I,..r 1 Ti 1 6 5 1 4 3 2 1 I 14Pelagonl2FS•STYL12En9DataLDrawingLibrary0000001051000-SUBI 6 5 4 3 2 I 1 • 11 n !: • .t t :.G S.4Y 11 --.1-1: 4FF 1. 4.25 a 110.37 �+ V )..... — —_. - k y.'.4.11k t . Iv.rF I Y� j ! - •I 3 ;. .1 I1 D D 4 • 2 C C 121.45 1 1 12(.07 CI B O O 1 5 r1 Co Q r, Y,._.. . 1 NOTES 1. NO ASSEMBLY REQUIRED PRIOR TO SHIPPING. ti 219037 NUT,KL HS 1r4-220 ZINC 1 5 211175 SCR.CA HX BP ZC 5/16.111 X 3 1 4 211165 SCR,CA HXW BPZC 114-20X 304 1 3 051086 BRACKET VVEi4MENT,Y41PLL MOUNT 1 _ ' • o W__ 061085 STANDARD ELDMENT,WALL-FLOOR 120 00 1 1 048156 BRACKET,FLOOR MOUNT 1 NOTE�N�(@ITEM�y��}7PART NUMBER DESCRIPTION OTT A ff oiFOl : ...r.w swe—. A ..*..P.o., SEE BOM + n,ry re .11...11 1Ptt: �" .... SEE BOM__.. '71IC"m""'-'""'"'"'.os - ----- - STANDARD ASSY,WALL-FLOOR 120.06 ✓ kCtP;Ia e r� rn-.-- lit _ OMR 21/19 �+�ry p - .. TLM�//2+5119,...,_... C l.r." 1:16 I060784 I A -E m 4)MRI 216119 �----..----:.=-----------,-----E,.— .,..,, 1 - 1 6 j 5 L 1 4 I 3 2 1 I t%Petespn 2FS-STYLL'`ERyDalakEI:010-.PIA1040+-PULL ITEMS FOR WALL MOLINTE0 AbSEMBI IES FOR F,BLETICSi 6 5 4 ! 3 2 1 2.750 - - 1.250 1.038 — C 2X (d .250 THRU ALL C 14GA CRS 1/ 0 .375 X 82` \ .550 it 2X.375 \. 1 2.500 1.250 Co B Co Y'. NOTES 1- DEBURR ALL SHARP EDGES. 2. FINISH TO BE POWDER COATED TO MATCH RAL 7044"SILK GREY"' iSTYLMARK#OBGRY40148). A s1,..am10ilrv1a: .,.. ..._......... A r...o.......... lama(vs)CRS Ex �..x� -- n»r..:..[-r95•f>N wiza s roc 1015 una' SEE NOTES ..,<...o. ?Plc "`-;1 --- - - BRACKET,FLOOR MOUNT rwCTk3.S lira.Av..uwKa I uw.e mu'Ee 11• o...• DMR 211119 w.1 3 -- zrs„9 c I 17 048156 [A _] ....weeDMR 2/6119 Y. ==.••.+"•"'".:�........• K fray 1 ..1 6 1 5 4 3 2 1 IIPalayunI2FS-ST VO2EngOalaIECOV4) 144Ur•PULL ITEMS FOR WALL MOUNTED ASSEMBLES FOR FAMI.ETV;51 irriACOMcheck Software Version 4.1.5.1 Nfil Interior Lighting Compliance Certificate Project InformationOFFICE COPY RECEIVEDEnergy Code: 90.1 (2016)Standard MARZ 2021 Project Title: Fabletics Project Type: Alteration CITY OF TIGARD BUILDING DIVISION Construction Site: Owner/Agent: Designer/Contractor: 9585 SW Washington Square Road David Cowan SPACE #C06 Onyx Creative Portland, OR 97223 AZ 216-832-0214 DCowa n@onyxcreative.corn Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts 1 ft2 (B X C) 1-Sales Floor(Retail:Sales Area) 3006 1 22 3657 Total Allowed Watts= 3667 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp/Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Sales Floor( Retail:Sales Area 3006 sq.ft.) LED:A: Decorative Pendant:Other: 1 1 64 64 LED: B1,B2: LED Downlight:Other: 1 24 15 360 LED: D2S,D3S:Decorative Pendant:Other: 1 13 13 169 LED:S1:LED MULTI Downlight:Other: 1 50 51 2550 LED:G1: LED 2x4:Other: 1 6 53 318 Total Proposed Watts= 3461 Interior Lighting PASSES Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. CASSIE GEORGE .";. 1. 02/23/2021 Name-Title Signature Date Project Title: Fabletics Report date: 02/23/21 Data filename: ):1CLIENT\lustFab Inc118389_Washington Page 1 of 5 Square_Portland_OR\Engineering\ComCheck118389_Portla nd_OR2.cc k COMcheck Software Version 4.1.5.1 )(i InspectIA ion Checklist Energy Code, 90.1 (201.6) Standard Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID i 4,2.2, Plans, specifications, and/or ❑Complies Requirement will be met. 8.4.1.1, calculations provide all information El Does Not 8.4.1.2, with which compliance can be 8.7 determined for the electrical systems ❑Not Observable [PRET and equipment and document where ❑Not Applicable exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 4.2.2, Plans, specifications, and/or ❑Complies Requirement will be met. 9.4.3, 9.7 calculations provide all information ❑Does Not [PR4]1 with which compliance can be determined for the interior lighting ['Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 1 3 Low Impact(Tier 3) Project Title: Fabletics Report date: 02/23/21 Data filename: J:ICLIENTIJustFab Inc118389_Washington Page 2 of 5 Square_Portland_OR\Engineering\ComCheck118389_Portland_OR2.cck Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.lD 8.4.2 At least 50% of all 125 volt 15-and ❑Complies Requirement will be met. [EL10]2 20-Amp receptacles are controlled by ❑Does Not an automatic control device. ENot Observable ENot Applicable 8.4.3 New buildings have electrical energy EComplies Exception: Requirement does not apply. [EL11]2 use measurement devices installed. ❑Does Not Where tenant spaces exist, each ENot Observable tenant is monitored separately. In buildings with a digital control system ENot Applicable the energy use is transmitted to to control system and displayed graphically. 9.4.1.1 Automatic control requirements EComplies Requirement will be met. [EL1]2 prescribed in Table 9.6.1.for the ❑Does Not appropriate space type, are installed. Mandatory lighting controls (labeled ENot Observable as 'REQ')and optional choice controls ENot Applicable (labeled as 'ADM`and 'ADD2') are implemented. 9.4.1.1 Independent lighting controls installed EComplies Requirement will be met. [EL2]2 per approved lighting plans and all ❑Does Not manual controls readily accessible and visible to occupants. ENot Observable ❑Not Applicable 9.4.1.1f Daylight areas under skylights and EComplies Exception: Requirement does not apply. [E1_13]1 roof monitors that have more than ❑Does Not 150 W combined input power for general lighting are controlled by [Not Observable photocontrols. ❑Not Applicable 9.4.1.3 Separate lighting control devices for EComplies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ['Not Observable ❑Not Applicable 9.6.2 Additional interior lighting power EComplies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is automatically controlled and Not Observable separated from general lighting. ❑Not Applicable Additional Comments/Assumptions: 1 J High Impact(Tier 1) 12 'Medium Impact(Tier 2) I 3 ILow Impact(Tier 3) Project Title: Fabletics Report date: 02/23/21 Data filename: J:\CLIENT1JustFab Inc118389_Washington Page 3 of 5 Square_Portland_OR\Engineering\ComCheck118389_Portla nd_OR2.cck Section Final Inspection Complies? Comments/Assumptions & Req.ID _ 8.7.1 Furnished as-built drawings for ❑Complies Requirement will be met. [F11613 electric power systems within 30 days ❑Does Not of system acceptance. [Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies Requirement will be met. [F11713 systems and equipment to the EDoes Not building owner or designated representative. Not Observable ❑Not Applicable 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F11811 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed Observable,_._, Applicable watts. 9.4.4 At least 75% of all permanently ❑Complies Exception: Requirement does not apply. [F120]1 installed lighting fixtures in dwelling Oboes Not units have >= 55 Im/W efficacy or a >= 45 Im/W total luminaire efficacy. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 2 f Medium Impact(Tier 2) 3 f Low Impact (Tier 3) Project Title: Fabletics Report date: 02/23/21 Data filename: J:\CLIENT\lustFab Inc118389_Washington Page 4 of 5 Square_Portland_OR\Engineering\ComCheck118389_Portland_OR2.cck Project Title: Fabletics Report date: 02/23/21 Data filename: J:\CLIENTTJustFab Inc118389_Washington Page 5 of 5 Square_Portland_ORIEngineering\ComCheck118389_Portla nd_OR2.cck ABBREVIATION LIST RECEIVED MARZ0z1 DRAWING INDEX gi'll ''''' FABLETICS ARCHITECTURAL o REVISIONI I I m m ABOVE ABV ILI CITY OF TIGARD = ABOVE FINISH FLOOR AFF � � � ACOUSTICAL CEILING PANEL ACP BUILDING DIVISION G5 COYER, GORE ANALYSIS, PROJECT INFO -0 v ADJUSTABLE ADJ o �r x AO.O1 LANDLORD NOTES ' ALUMINUM ALUM ci ° a ANCHOR BOLT AS A0.10 SPECIFICATIONS L �O : APPROXIMATELY APPROX 45 Q AO.I SPECIFICATIONS ARCHITECTURAL ARCH w BEAM BM A0.12 SPECIFICATIONS 5 ; N m SEARING BRG A0.15 SPECIFICATIONS N U cv BLOCKING 151-KG R c c9 co co AT g BOARD BD 11 IIII �1' IIpl�u�'tt111111 �11pgn"i�niull111, �' k�p[uuttuipllJ VIII 1llpuwt°11111. I111j1pnuutpll I �JI� uumrnpJII anuuuw"u A0.2 LIFE SAFETY PLAN Og UJ CL Il I I �IIII1luauui # III IIupI1111ng1 BOTTOM BTM or 3/ I II BUILDING BLDG + /ri, [[ 1 �" [uullll ` I I IIII ,I I[ n mono P A021 ACCESSIBLE GUIDELINES ILI CEILING GLNG III III II�111[u[nmll _ `1 Illqurtultuldl�l Illlpinuwdlllj II ' IIIIluuIIIII �Ilhltluwuilll t iuu"„ul I �� �. mumunmt A0.30 DEMOLITION FLOOR PLAN C.) TO �. W CENTER IN CENTER C/CL. A0.51 DEMOLITION CEILING PLAN 0 W GENTERL I NE GL GLEAN OUT CO 9681 SW1, , , i 1 ° 1.„ ACE' 06 A0.32 DEMOLITION INT ELEVATIONS EXT ELEVATIONS it,4 lir WM �L COLUMN GOCLEAR RL / ■ S ,'" ' TON ill �'� �II .d A0.33 DEMOLITION WALL SECTION LL CONCRETE MASONRY UNIT GMU I 0 CONCRETE GONG "I I A0.4A0.4� WALL TYPES C ?SALL TYPES GONSTRUGTION CONST ', in• CONTINUOUS GOVT T it , ,�,1"1, T f AOR 97223 CONTROL JOINT GJ P AI.O FLOOR PLAN COURSE CRS DIAMETER DIA AI.I FIXTURE PLANd. T r DIMENSION DIM r DOWN DN A1.2 FLOOR FINISH PLAN . DOWNDRAWING OW6 POUT DSA2.0 CEILING PLAN w 5, Isi EACH FACE EF A2.1 CEILING DETAILS '''<' A . .,� , EACH SCOPE OF WORK GOVERNING CODES CODE SUMMARY ,: pr. EA A2.2 CEILING DETAILS v. ELECTRI C Fl PC J ,� + ELECTRIC WA I�M COOLER EWG2019 OREGON STRUCTURAL A3.0 ENLARGED PLAN 4 EXT ELEVATIONS ;-4 m ELEVATION ELEV • I"I EXT STOREFRONT FACADE • 2011 OREGON STRUCTURAL SPECIALTY GORE CRITERIA REQUIREMENTS SPECIALTY CODE CHAPTER A3.1 STOREFRONT ELEVATIONS, INT 4 EXT SECTIONS - � EQUAL EQ EXISTING EXCONSTRUCTION TYPE II-B (FULLY SPRINKLED) 055G SECTION 601 A4.0 INT ELEVATIONS 157 TENANT SPACE BUILD-OUT INCLUDING SALES AREA 8 EXPANSION JOINT EJ • STOCKROOM • 2011 OREGON MECHANICAL SPECIALTY CODE EXTERIOR EXT NUMBER OF STORIES 1 OSSC SECTION 508.3.2 A4.I INT ELEVATIONS Cosign and oon.truotbn documents a. EXTERIOR INSULATI ON 4 FINISH SYSTEM EFS TENANT LOCATION GROUND FLOOR A4.2 INT ELEVATIONS 4 ENLARGED PLAN rruvnw>b "'r or ho,ir'Oven Si 0011 010' TENANT MERCHANDISE FIXTURES 4 DISPLAYS (BUILT-IN B « wain the prop.ny a!Christopher F. FIBER REINFORCED PLASTIC FRP • FI.EESTANDINb) • 2017 OREGON ELECTRICAL SPECIALTY CODE amrrwaintthe oportyThe l hristopis nr F. d FINAL FLOOR 1 USE # OCCUPANCY CLASSIFICATION COVERED MALL BUILDING 055G SECTION 302 A4.5 INT ELEVATIONS dime construction droun.ms for purposes FIN!SH FIN orlt.r tHsn ins aortic pleat rimed""w"Is OOR ELEVATION FIN MERCANTILE GROUP M / STORAGE GROUP 5-I 0556 SECTION 508.3 A4.4 INT GRAPHICS BLOCKING strictly pro t,d without expressed xrttt n FINISH FL FIRE EXTOISHER FE • ARCH, MECH, PLUMB, 4 ELEC WORK • 2011 OREGON PLUMBING SPECIALTY CODE MIXED USE I osrrent of ar►sbptrD r F. Deka,,AroNtect NON-SEPARATED A4.5 HANGROD 4 BRACKET LOCATIONS FIRE RETARDANT PRESSURE TREATED FRT FIXTURE FIXT GROSS LEASABLE AREA 3,006 SF A5.0 SCHEDULES FLOOR FLR • 2011 OREGON FIRE CODE FLOOR DRAIN GROSS FLOOR AREA 2,180 5F A5.I DOOR SCHEDULE GALVANIZED SALV OCCUPANT LOAD CALCULATIONS OSSC TABLE 1004.5 A6.0 DETAILS GAUGE GA • 2016 PORTLAND FIRE CODE GENERAL CONTRACTOR 6G GROUP M GROSS FLOOR AREA @ 2,411 5F A6.1 DETAILS GLASS GL MAIN USE GLASS FIBER REINFORCED CONCRETE 6FRG 2,411 SF / 60 SF PER OCCUPANT 41 OCCUPANTS 0556 TABLE 10045 A6.2 DETAILS GLASS FIBER REINFORCED GYPSUM SPRIG GROUP 2012 INTERNATIONAL ENERGY CONSERVATION CODE GROUP 5-1 GROSS FLOOR AREA @ 361 SF A6.5 DETAILS ?ii- GYPSUM WALLBOARD GWB ACCESS a HAND 1 CAPPED HGPD 361 SF / 300 5F PER OCCUPANT 2 OCCUPANTS 05SC TABLE 10045 HARDWOOD HD WD • 2011 ZERO ENERGY READY COMMERCIAL CODE HEATINGNENTILATIOWAIR CONDITIONING HVAC TOTAL OCCUPANTS 45 OCCUPANTS C.) HEAVYTY HD HOLLOW CORE HC. • 2011 ASHRAE 10.1 NUMBER OF EXITS V HOLLOW METAL HM MINIMUM NUMBER OF EXITS REQUIRED / PROVIDED 2 / 2 OSSC SECTION 1006 L.T. HORIZONTAL HORIZHOSE BIBB COMMON PATH OF EGRESS TRAVEL 2550' MAX (FULLY SPRINKLED) OSSC TABLE 1006.2.1 V"' HOT INA HEATER w PROJECT NOTES MEANS OF EGRESS MECHANICAL & PLUMBING O HOUR HR - - INSIDE DIAMETER ID GROUP M (INCLUDING 100% FROM GROUP S-I) MI.O MECHANICAL PLAN In INSULATION INSUL A, THE GENERAL CONDITIONS OF THE CONTRACT FOR G. DESIGN & SELECTION OF SUPPORTS, BRACES, ANCHORS, INTERIOR INT CONSTRUCTION, AIA A-201. 2007 IS APPLICABLE TO THE ATTACHMENTS & RELATED FASTENERS. UNLESS SHOWN ON 43 OCCUPANTS x 0.20"/OCCUPANT 8.6" OSSG SECTION 10053.2 P1.0 PLUMBING PLAN JOIST SEARING JB PROJECT & INCLUDED HERE-IN BY REFERENCE. THE DRAWINGS OR IN THE SPECIFICATIONS. IS THE MPI.O MECHANICAL $ PLUMBING SPECIFICATIONS LAMINATED PLASTIC LAM RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 50% LOSS OF CAPACITY (8.6" x 50%) 43" OSSC SECTION 10053 LANDLORD LL B, DO NOT SCALE DRAWINGS. REQUEST CLARIFICATION FROM UTILIZING INDUSTRY STANDARD MATERIALS & METHODS MP2.O MECHANICAL 4 PLUMBING SPECIFICATIONS }- LEFT- LF LH THE ARCHITECT TO RESOLVE DISCREPANCIES OR TO SUITABLE TO THE CONDITION. LINEAR FOOTEGRESS WIDTH PROVIDED: MP3,0 MECHANICAL 4 PLUMBING SPECIFICATIONS 0 SUPPLY ADDITIONAL !NFO. I PR DOORS g 10 1/2" x 2 = 141" (MAIN a 50% LOSS) 141.0" GLR > 4.3" (COMPLY) LONG LEG HORIZONTAL LLH H. WALL & CEILING MTD ITEMS. INCLUDING BUT NOT LIMITED TO LONG LEG VERTICAL LLV C. WORK IS TO BE PERFORMED IN ACCORDANCE W/ REGISTERS, DIFFUSERS: GRILLES, SPEAKERS. CLEAN-OUTS & I DOOR 34" (54" USABLE) 34.0" GLR > 43" (COMPLY) IMMW LONG LS MI MANHOLE MAPPLICABLE CODES, CONDITIONS STATED ON THE PERMIT COVER PLATES. WHETHER FACTORY PRE-FINISHED OR NOT H PLUMBING REQUIREMENTS ELECTRICAL a MANUFACTURER MFR DOCUMENTS, LOCAL ORDINANCES. THE AMERICANS WITH & DO NOT MATCH THE ADJACENT WALL OR CEILING COLOR a MASONRY OPENING MO DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)& THE SHALL BE FIELD PAINTED. UNLESS NOTED OTHERWISE. bRpVP M 1 (INCLUDING 100% FROM GROUP S-I) la CO MATERIAL MAIL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION COLOR & FINISH TO BE APPROVED BY THE ARCHITECT. E1.0 LIGHTING PLAN MAXIMUM MAX (AHJ), AS WELL AS LANDLORD CRITERIA& RULES & WATER CLOSETS 1. I / 500 (MALE FACILITIES) 1 REQUIRED / 1 PROVIDED - REFER EXCEPTIONS OSSC TABLE 2102.1 EI.I LIGHT FIXTURE SCHEDULE ❑ MECHANICAL MEGH REGULATIONS OF THE MALL. I. COMPLY WITH SPECIAL WORKING CONDITIONS RELATING TO a METAL MTL THE PROJECT, INCLUDING BUT NOT LIMITED TO WATER CLOSETS ® I / 500 (FEMALE FACILITIES) I REQUIRED / 1 PROVIDED - REFER EXCEPTIONS OSSG TABLE 2102.1 E2.0 POWER PLAN \MI 0 MINIMUM MIN D. WD NOT CLASSIFIED AS INTERIOR FINISH MATERIAL SHALL BE REQUIREMENTS FOR TEMPORARY PROTECTION: TRASH CC MISCELLANEOUS MISG FIRE RETARDANT PRESSURE TREATED (FRT) MANAGEMENT. NOISE. LIGHT, DUST& POLLUTION CONTROL, LAVATORIES I / 750 I REQUIRED / I PROVIDED REFER EXCEPTIONS OSSG TABLE 2102.1 E2.1 ELECTRICAL SCHEDULES MOUNTED MTD & LIMITATIONS ON WORKING HOURS, REFER MALL RULES & DRINKING FOUNTAINS 0 REQUIRED / 0 PROVIDED - REFER EXCEPTIONS OSSC TABLE 2102.1 E5.0 ELECTRICAL SPECIFICATIONSCC LIJ NOT APPLICABLE NA E WHERE EXIST STRUCT STL IS PROTECTED W/A REGULATIONS. m a NOT IN CONTRACT NIC FIREPROOFING MATERIAL, PROTECT DURING DEMOLITION. SERVICE SINK I REQUIRED / I PROVIDED OSSC TABLE 2102.1 M NOT TO SCALE NTS ALTERATION &CONSTRUCTION. PATCH & REPAIR ANY v ON CENTER OG MISSING, DISTURBED, &/OR DAMAGED FIREPROOFING TO EXCEPTIONS SEPARATE SUBMITTAL/PERMIT N OPENING OPN6 MAINTAIN PROTECTION OF THE STRUCT. z OPPOSITE OPP - CC 0 N OUTSIDE DIAMETER OD F @ PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 2902,2 SEPARATE FACILITIES - EXCEPTION 3: _ h OVERFLOW ROOF DRAIN ORD SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHIGH THE MAXIMUM OCCUPANT LOAD IS 100 OR LESS • FIRE SUPPRESSION 4 ALARM UNDER SEPARATE SUBMITTAL / PERMIT PAINT PT PROVIDE PROTECTION MEETING THE REQUIREMENTS 01 Q Z t) PAIR PR ASTM E-814 & BEARING THE APPROPRIATE UL LABEL FOR THE 2902.5 DRINKING FOUNTAIN LOCATION: V) _ ir CONDITION. IN COVERED MALLS DRINKING FOUNTAINS SHALL NOT BE REQUIRED TO BE LOCATED IN INDIVIDUAL TENANT SPACES PROVIDED DP ARE LOCATED z to 0 PLATE PL WITHIN A TRAVEL DISTANCE OF 300 FT OF THE MOST REMOTE SINGLE STORY LOCATION FROM WITHIN THE TENANT SPACE. • SIGNAGE UNDER fl'ARATE SUBMITTAL / PERMIT 4 a Q. PLUS OR MINUS +/- H d0 PLYWOOD PLAID POINT OF SALE FOS 0 3 C.)a PRESERVATIVE TREATED PPT 2 CD J W PROPERTY LINE P/L QUARRY TILE GT to am °C RADIUS R LOCATION MAP SITE REFERENCE PLAN PROJECT TEAM a) a i I RAIN WATER CONDUCTOR RAG -O Eli (� t- t REINFORCED REINF k , • • REQUIRED REQ'D • - LANDLORD No- INN • JCPenney REVISION REV • - FOR CODE COMPLIANCE RIGHT HAND : .... Drawn By RH " :.. .:, • >:,. DLC RIGHT OF WAY RDW ... . .,o ,�. rove • • • OTC.: - CONTACT: CHARLIE 5IROKMAN, RA Date flue ROOFSECDRAIN RD SECT _ xsYlss SEN!OR TENANT COORDINATOR 2-23-21 FOR LL W SHEET SHT • .....t .,� Petmlt ,, MAGERI GH SIMILAR SIM £' ,... I I f per! - O9 -] p 11411 N. TATUM BLVD. SPECIFICATION SPEC _ I Adc�restl: Q g J W � t �'c S PHOENIX, AZ 85028 3-17-21 FOR PERMIT SQUARE FEET 5F ti : ' Suite#: SPORTING f' 0 c N_ P 602 155 6511 STAINLESS STEEL 55 ;_ GOODSTIN , ---- By: Dates E Charlene.Slrokmanemacerfch.com STANDARD STD 1 .61414. STEEL STL '---- I `:I STRUCTURAL STRUCT ca;.: SITE LOCATION ; '` ' .: L , ._. SUSPENDED SUSP envoi. „_____4_, TENANT a TELEPHONE TEL f:,x. ---- k THICK TH -0,k - i F t . r r :r v ' - A.t,..,,m tiff c.� TONGUE GROOVE TSG I , ' Pr TOP OF T/ `~ } - `� CONTACT: RON HARRIS TOP OF JOIST TOJ ' ; .fry ` - CITY OF TIGARD TOP OF MASONRY TOM WASHINGTON SQUARE 800 APOLLO STREET TOP OF STEEL TOS :. byL_ A - a . .... EL SEGUNDO, CA 10245 Planning Approved TYPICAL TYP „ . I -.-.. . P 208 912 4182 Date: Y 2.o2d '�� � � � ". � '-- � GROUND FLOOR 2�� UNLESS NOTED OTHERWISE UNO MACY'S - ry--�--�-- - - SPACE CSS E rharris�fabletics.com VERIFY IN FIELD VIF �' L... initials: VERTICAL • • , VERT u � '! I ..� > VINYL COMPOSITION TILE VCT ' • i ..... r, --r- VINYL TILE VT - •I. I ARCHITECT ENC�IEER VINYL WALL COVERING VAG E:' I '� NORDSTIROM VALIDITY OF PERMIT WALL COVERING WG I....'..':.......' ............. 1 THE ISSUANCE OF A PERMIT WATER HEATER VIH --- t t , ] BASED ON CONSTRUCTION C S WELDED WIRE FABRIC WWF r ENTS AND OTHER CONTACT: JOHN QUINN CONTACT: PETE FITZGERALD .. WITH DOCUMENTS WITHOUT A/0 rs:.s - A,,:::' _ DATA SHALL NOT PREVENT ONYX CREATIVE 400 BLUESTREAK CONSULTING „` „ <> WOOD AD +�f,` I [!11 I �� THE CODE OFFICIAL FROM 25001 EMERY ROAD, STE 255001 EMERY ROAD, STE 400 r �i 1 I t -.: WORK POINT WP f Ill 1----t REQUIRING THE CO RRECTEON CLEVELAND, off 44128 CLEVELAND, o++ 44128 �4 - j P 216 225 3250 P 216 223 3210 _ il I ..-..1 s __ OF ERRORS.OSSC X45.4 E Jctulnri@ori xcreatIve.corn E pfftzc�erald®bluestreak-consuitinc�.com COVER SHEET I��Ellull l GENERAL NOTES H o E 0 0 1 TENANT CONTRACTOR MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH PROPERTY TEAM. 0 0 2. THESE PLANS SHOULD ALWAYS BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR TO BE ON-SITE. LU ' '- 3. TENANTS CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I. WORK AND tD co co COMPLETE LANDLORD'S PUNCH LIST AS DIRECTED BY LANDLORD'S REPRESENTATIVE.\ HV a 4. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, VERIFY LOCATION WITH ON-SITE °°°°°° o y LANDLORD REPRESENTATIVE. TENANTS CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO Cr 2 0 EXISTING MALL UTILITY CONDUITS, >...-6 0 5. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. 0 45 E N TENANT IS REQUIRED TO FRAME, BRACE, AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF w c e`'�i JOISTS OF STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. c� v 6. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL. o 7. CONTACT SIEMENS BUILDING TECHNOLOGIES TO EVALUATE THE FIRE ALARM SYSTEM. a ,,,,,,,., ,,,,,,,,,.,- CN 0 N 8. HVAC IS OPEN PLENUM SPACE, HARD CEILING IS REQUIRED. eg 111 WI G. i e 00 Ulm Y ' s ` ` -'.- try=' -1. -- _ 'a. res r". _ -.-,. afy _ Design and construction documents as btnamnts of aerobe we'Yvon h oordldrrrxis and wain the property of Ctrittophsr F. Werke,Architect The use of thY design and these construction daoumsnts for purposes other then the worn*project rimed hash Is strictly prohibited without expressed written omen!of CtlWstapher F. Mite,e,Architect U) (11)VIIMI Q V 1111111111 W a UJI N .. ,J a CCII W ccv co < L u z cc a � N timCa _ °' Z ao I- 3 1 z 3 a 1::...._ r1:E 3Sa Praise!No: 18389 Drawn Sr DLC Date Issue 2-23-21 FOR LL REVEW 3-17-21 FOR PERMIT LANDLORD COMMENT/APPROVAL ,I4H, ill I 1 LANDLORD NOTES SECTION 00 7200 - GENERAL CONDITIONS manufacturer. schedules as appropriate. 3.02 PREPARATION B. Use cleaning materials that are nonhazardous. FORM OF GENERAL CONDITIONS G.Secure products in place with positive anchorage devices designed and sized to withstand 1. Substitutions for products so indicated will be considered in accordance with "Substitution A. Clean substrate surfaces prior to applying next material or substance. C.Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains AIA Document A201, General Conditions of the Contract for Construction, 2007 Edition. stresses, vibration, physical distortion, and disfigurement. Procedures" of this specification Section. B. Seal cracks or openings of substrate prior to applying next material or substance. and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft a o C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to surfaces. o 3.02 TOLERANCES 2.03 MAINTENANCE MATERIALS applying any new material or substance in contact or bond. D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or a) > SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES nameplates on mechanical and electrical equipment, LU A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in rn co 0 1.01 SCHEDULE OF VALUES c" Do not permit tolerances to accumulate. individuals specification sections. Deliver andplace in location as directed; obtain receipt prior E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the I A. Submit aprinted schedule on AIA Form G703-Application and Certificate for Payment p p 3.03 PREINSTALLATION MEETINGS 'P v x pp Y B. Comply with manufacturers'tolerances except where industry standard tolerances are more to final payment. surface and material being cleaned. cv a >. Continuation Sheet. Contractor's standard form or electronic media printout will be consideredA. When required in individual specification sections, convene a preinstallation meeting at the F. Replacefilters of operatingequipment.restrictive. Should manufacturers'tolerances conflict with Contract Documents, request site prior to commencing work of the section. q pment. a clarification from Architect before proceeding. 3,01 SUBSTITUTION PROCEDURES G.Clean debris from roofs, gutters, downspouts, and drainage systems, `0 o 1.02 APPLICATIONS FOR PROGRESS PAYMENTS B. Require attendance of parties directly affecting, or affected by, work of the specific section. it o A. Form: AlA G702 Application and Certificate for Payment and AIA G703-Continuation Sheet A.A request for substitution constitutes a representation that the submitter: H. Clean site; sweep paved areas, rake clean landscaped surfaces. E ti including continuation sheets when required. 3.03 TESTING AND INSPECTION 1. Has investigated proposed product and determined that it meets or exceeds the quality 3.04 LAYING OUT THE WORK I. Remove waste, surplus materials; trash/rubbish, and construction facilities from the site; Ct w c ri m N A. See individual specification sections for testing and inspection required. level of the specified product. dispose of in legal manner; do not burn or bury. 1.03 MODIFICATION PROCEDURES B. TestingAgency Duties: A. Verify locations of survey control points prior to starting work. "' 9 Y 2. Will provide the same warranty for the substitution as for the specified product. A. Contractor may propose a change by submitting a request for change to Architect; describing 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance 3. Will coordinate installation and make changes to other Work that may be required for the B. Do not scale drawings. Request clarifications from the Architect. 3.14 CLOSEOUT PROCEDURES the proposed change and its full effect on the Work; with a statement describing the reason for of services. C. Promptly notify Architect of any discrepancies discovered. Work to be complete with no additional cost to Owner. A. In addition to the requirements of AIA A201, General Conditions of the Contract for eg Lai the change, and the effect on the Contract Sum and Contract Time with full documentation 2. Perform s ecified sam lin and testin of products in accordance with specified standards. 4. Waives claims for additional costs or time extension that maysubsequently become D. Contractor shall locate and protect survey control and reference points. W he Construction; comply with the following: and a statement describing p p 9 g p q Y the effect on Work by separate or other contractors. Document E. Protect survey control points prior to starting site work: preserve permanent reference points 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. apparent. 1. Make submittals that are required by governing or other authorities. Provide copies to any requested substitutions as specified. during construction. Ci.4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of 5. Will reimburse Owner and Architect for review or redesign services associated with Owner. F. Replace dislocated survey control points based on original survey control. Make no changes Work or products. substitution, 2. Comply with requirements of Section 01780, Closeout Submittals. 0 la 1.04 APPLICATION FOR FINAL PAYMENT without prior written notice to Architect. A. Prepare Application for Final Payment as specified for progress payments, identifying total 5. Perform additional tests and inspections required by Architect. B. Substitutions will not be considered when they are indicated or implied on shop drawing or 3. Notify Architect when work is considered ready for Substantial Completion. FM WSW adjusted Contract Sum, previous payments, and sum remaining due. 6. Submit reports of all tests/inspections specified. product data submittals, without prior written request, or when acceptance will require revision G. Utilize recognized engineering survey practices. q p q 4. Submit written certification that Contract Documents have been reviewed, work has been B. Application for Final Payment will not be considered until the following have been C. Limits on Testing/Inspection Agency Authority: to the Contract Documents. H. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar inspected, and that work is complete in accordance with Contract Documents and ready for accomplished: appropriate means: III p 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. C. Substitution Submittal Procedure. review. 1. Site improvements including pavements; stakes for grading,fill and topsoil placement; e 1. All closeout procedures specified. 2. Agencymaynot1. Submit shop drawings, product data, and certified test results attesting to the proposed 5. Correct items of work listed in executed Certificates of Substantial Completion and comply approve or accept any portion of the Work, utility locations, slopes, and invert elevations, 2. Final waivers of lien shall be submitted. 3. Agency has no authority to stop the Work. product equivalence. Burden of proof is on proposer. with requirements for access to Owner-occupied areas. 2. The Architect will notify Contractor in writing of decision to accept or reject request, 2. Grid or axis for structures. 6. Complete items of work determined by final inspection. D. Contractor Responsibilities: 3. Building foundation, column locations, ground floor elevations. SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS 1. Deliver to agency at designated location, adequate samples of materials proposed to be . 7 used that require testing, along with proposed mix designs. 3,02 TENANT-SUPPLIED PRODUCTS 3.15 MAINTENANCE s 1.02 PROJECT COORDINATION '' 2. Cooperate with laboratory personnel, and provide access to the Work and to Responsibilities: 3.05 GENERAL INSTALLATION REQUIREMENTS A. Tenant's A. Provide service and maintenance of components indicated in specification sections. A. Provide for mobilization areas of site; for field offices and sheds,for access,traffic, andA. In addition to compliance with regulatory requirements, conduct construction operations in :- manufacturers facilities. 1. Arrange for and deliver Tenant reviewed shop drawings, product data, and samples,to B. Maintenance Period:As indicated in specification sections or, if not indicated, not less than a ._, parking facilities. Duringconstruction, coordinate use of site and facilities. compliance with NFPA 241, including applicable recommendations in Appendix A.P 9Contractor. oneyear from the Date of Substantial Completion or the length of the specified warranty, i ss , �_-' .- "` 3. Provide testing and inspection agency sufficient notice prior to expected time for operations p 9 p Y W. ���~ B. Establish procedures for intra-project communications, submittals; reports and records, requiring testing/inspection services. 2. Arrange and pay for product delivery to site. B. Install products as specified in individual sections, in accordance with manufacturer's whichever is longer. Ts 4 ", m schedules, coordination drawings, and recommendations; and resolution of ambiguities and instructions and recommendations, and so as to avoid waste due to necessity for replacement -- •-u g g E. Re-testing required because of non-conformance to specified requirements shall be performed 3. Submit claims for transportation damage and replace damaged. defective, or deficient C Furnish service and maintenance of components indicated in specification sections. -? :; ,m ;W ; conflicts. C. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. ur r uo by the same agency. items. D. Examine system components at a frequency consistent with reliable operation. Clean, adjust, C. Coordinate the use of temporary utilities and construction facilities. D. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and - �" `X' P - F. Re-testing required because of non-conformance to specified requirements shall be paid for 4. Arrange for manufacturers'warranties, inspections, and service. and lubricate as required. <r . .7 w D. Coordinate field engineering and layout work. horizontal lines, unless otherwise indicated. , '` 9 9 Y by Contractor. B. Contractor's Responsibilities: E. Include systematic examination. adjustment, and lubrication of components. Repair or replace F. Make the submittals to Architect, where required bythe Contract Documents, through the E. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. parts whenever required. Usepartsproduced bythe manufacturer of the original component. N~ ` q g 1. Review Tenant reviewed shop drawings, product data, and samples. q g p General Contractor. F. Make neat transitions between different surfaces, maintaining texture and appearance. F. Maintenance service shall not be assigned or transferred to anyagent or subcontractor `" 3.05 MANUFACTURERS' FIELD SERVICES 2. Receive and unload products at site; inspect for completeness or damage and report 9 g 1. Allow 10 business days for Architect's review. damaged, defective, ar deficient items to Owner. G. Do not install products that are defective, including warped, bowed, dented, chipped, cracked without prior written consent of the Owner. A. When specified in individual specification sections, require material or product suppliers oror broken members, and members with damaged finishes. manufacturers to provide qualified staff personnel to observe site conditions, conditions of 3. Handle, store, install and finish products. g Design and construction documents es 2.01 PROJECT MEETINGS surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and 4. Repair or replace items damaged after receipt. Yainufwnte of service are g?rart h earalderneand remain the property of Christopher F. A. Schedule and administer meetings throughout progress of the Work. balance of equipment as applicable, and to initiate instructions when necessary. 3.06 OMITTED SECTION 01 7800 - CLOSEOUT SUBMITTALS constructionThe umr;r,MIdesignmid purposes B. Make arrangements for meetings, prepare agenda with copies for participants, preside at 3.03 TRANSPORTATION AND HANDLING otherMen the scorn' turned herein is meetings. Distribute meetingminutes to Owner and Architect. 3.07 CUTTING AND PATCHING 1.01 SUBMITTALS f mahout expnassawman g 3.06 CORRECTION A. Transport and handle products in accordance with manufacturer's instructions. A. Project Record Documents: Submit documents to Owner when submitting final application for casentofChristopher F. Werke, tact A. Replace Work or portions of the Work not conforming to specified requirements. B. Promptly inspect shipments to ensure that products comply with requirements, quantities are A. Perform whatever cutting and patching is necessary to: payment. 2.02 CONSTRUCTION PROGRESS SCHEDULE1. Complete the work. correct, and products are undamaged. B. Operation and Maintenance Data: Submit two sets of final documents in final form. A. Prepare detailed construction schedule. 2. Fit products together to integrate with other work. C. Warranties and Bonds: Submit prior to final Application for Payment. and other services Provide openings for penetration of mechanical, electrical, . SECTION 01 5000 - TEMPORARY FACILITIES, CONTROLS & SIGNS 3.04 STORAGE AND PROTECTION 3. D. Certificate of Occupancy: Submit to owner when requesting Substantial Completion inspection 2.03 PROGRESS PHOTOGRAPHS4. Match work that has been cut to adjacent work. 1.01 TEMPORARY UTILITIES A. Store and protect products in accordance with manufacturers' instructions. A. Submit photographs with each application for payment, taken not more than 3 days prior to B. Store with seals and labels intact and legible. 5. Repair areas adjacent to cuts to required condition. e• A. Provide and pay for electrical power, lighting, water, heating and cooling, and ventilation g 3.01 PROJECT RECORD DOCUMENTS submission of application for payment. 6. Repair new work damaged by subsequent work. required for construction purposes. C. Prevent contact with material that may cause corrosion, discoloration, or staining. A. Maintain on site one set of the following record documents; record actual revisions to the B. Provide, maintain, and pay for telecommunications services including internet connection to 7. Remove samples of installed work for testing when requested. Work: including but not limited to, Drawings, Specifications, Addenda, Change Orders, and 2.04 REQUESTS FOR INFORMATION (RFI) 8. Remove and replace defective and non-conforming work. field office, through duration of project. reviewed submittals. A. A standard RFI form shall be utilized, and an electronic version of the RFI form is available B. Execute work by methods that avoid damage to other work and that will provide appropriate B. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction. from the architect. SECTION 01 7000 - EXECUTION REQUIREMENTS surfaces to receive patching and finishing. In existing work, minimize damage and restore to 1.02 BARRIERS B. Response to an RFI is not authorization for a change in Contract Sum or a change in Contract 1.01 QUALIFICATIONS original condition. 3.02 OPERATION AND MAINTENANCE DATA A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to Time. If either are affected, indicate on the RFI or attached documentation, and proceed in A. For demolition work, employ a firm specializing in the type of work required. Minimum of 5 C. Employ skilled and experienced installer to perform cutting for weather exposed and moisture accordance with provisions of Section 01 2000 for Modification Procedures. areas that could be hazardous to workers ar the public, to allow for owner s use of site and to years of experience. resistant elements; employ skilled and experienced installer to perform cutting for other sight A. For Each Product or System. List names, addresses and telephone numbers of protect existing facilities and adjacent properties from damage from construction operations surfaces. Subcontractors and suppliers survey B. For work, employ a land surveyor registered in Enter State Name Only Here. and demolition. exposed D. Examine areas to be cut or core drilled for presence of concealed utilities and structural B. Product Data: Mark each sheet to clearly identify specific products and component parts, and 2.05 SUBMITTALS FOR REVIEW C. For field engineering, employ a professional engineer of the discipline required for specific B. Provide barricades and covered walkways for public rights-of-way and to maintain safe public data applicable to installation. Delete inapplicable information. A. When the following are specified in individual sections, submit them for review: service on Project, licensed in Enter State Name Only Here. elements including piping, electrical distribution, reinforcing steel and post-tensionsing cables. access to and egress from existing building. Utilize x-ray equipment where necessary. C. Drawings: Supplement product data to illustrate relations of component parts of equipment 1. Product data, Shop drawings, Samples for selection, Samples for verification. C. Provide protection for plants designated to remain. Replace damaged plants. D. For design of temporary sharing and bracing, employ a Professional Engineer experienced in and systems, to show control and flow diagrams. Do not use Project Record Documents as B. Samples will be reviewed onlyfor aesthetic, color, or finish selection. design of this type of work and licensed in Enter State Name Only Here. E. Cut rigid materials using masonry saw or core drill. p F. Restore work with new products in accordance with requirements of Contract Documents. maintenance drawings. 1.03 OMITTEDG, Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. D. For Each Product, Applied Material. and Finish: 1011) 1.02 PROJECT CONDITIONS 2.06 SUBMITTALS FOR INFORMATION 1. Product data, with catalog number, size, composition, and color and texture designations. A. When the following are specified in individual sections, submit them for information: A. Comply with Safeguards During Construction requirements as outlined in the International H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal 1.04 OMITTED Building Code, Chapter 33, edition as adopted at the project location. voids with fire rated material to maintain fire rating. 2. Information for re-ordering custom mixed or manufactured products. 1. Design data, Certificates, Test reports, Inspection reports, Manufacturer's instructions, 3. Manufacturer's instructions for Care and Maintenance. B. For demolition work comply with ANSI A10.6. I. Patching: IL) Manufacturer's field reports, E. Moisture protection and weather-exposed products; Provide manufacturer recommendations 1.05 INTERIOR ENCLOSURES 1. Finish patched surfaces to match finish that existed prior to patching. On continuous B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be C. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain for inspections, maintenance, and repair. co taken. A. Provide temporary partitions and ceilings as indicated to separate work areas from pumping equipment. surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied unit. F. For Each Item of Equipment and Each System, provide the manufacturer's installation, U D. Protect site from puddling or running water. station and maintenance manuals. Include test and balancingreports.areas, and to prevent damage to existing materials and equipment. 2. Match color, texture, and appearance. operation p W Protect areas not undergoing alteration as specified for protection of installed work. 2.07 NUMBER OF COPIES OF SUBMITTALS B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and E. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other 0 A. Documents for Review: Submit one copy electronically in.pdf file format. sealed edges at intersections with existing surfaces, unless otherwise indicated on the F. Ventilate enclosed areas to assist cure of materials,to dissipate humidity, and to prevent imperfections due to patching work. If defects are due to condition of substrate, repair 3.03 WARRANTIES AND BONDS d accumulation of dust, fumes, vapors, or gases. B. Documents for Information: Submit one copy electronically in.pdf format. drawings. Maximum flame spread rating of 25 in accordance with ASTM E84. substrate prior to repairing finish. A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, CO G.Dust Control. Execute work by methods to minimize raising dust from demolition or and manufacturers. Except for itemsput into use with Owner's permission, leave date of IJJ , C. Samples: Submit the number specified in individual specification sections, but not less than 3; construction operations. Provide positive means to prevent air-borne dust from dispersing into 4. When finish cannot be matched; refinish entire surface to nearest intersections. p one of which will be retained by Architect. 1.06 SECURITY beginning of time of warranty until the Date of Substantial completion is determined. Q atmosphere. Provide dust-proof barriers between construction areas and areas continuing to A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from be occupied by Owner. 3.08 PROGRESS CLEANING o 2,08 SUBMITTAL PROCEDURES unauthorized entry, vandalism, or theft. H. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and IE A. Transmit electronic submittals via a-mail. Include in the e-mail identification of the attachments from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. orderly condition. SECTION 06 1000 - ROUGH CARPENTRY W as a submittal for review or for information. Do not include questions, comments, information 1,07 VEHICULAR ACCESS AND PARKING 1. Minimize amount of bare soil exposed at one time. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed 1.01 SUBMITTALSCC CEIor attachments pertaining to other than the submittal being sent in any submittal e-mail. A. Comply with regulations relating to use of streets and sidewalks, access to emergency 2. Provide temporary measures such as berms, dikes and drains to manage water flow. or remote spaces, prior to enclosing the space. A. Manufacturer's Certificate: Certif that wood products supplied lied for rough h car entr meet or Q pY 9 g g Y p ry 9 Y p pp 9 carpentry 1• MAXIMUM 8MB ATTACHMENT SIZE. facilities, and access for emergency vehicles. 3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue exceed specified requirements. a 2. Scans are to be of suitable resolution so as to be legible in all respects, but not less than B. Coordinate access and haul routes with governingauthorities and Owner. cleaning to eliminate dust. N 4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly 200 x 200 DPID. Collect and remove waste materials, debris, and trash/rubbish from site periodically and C. Provide and maintain access to fire hydrants. apply corrective measures. 1.02 DELIVERY, STORAGE,AND HANDLING < W Z 3. Information originally in color is to be scanned and submitted in color. dispose off-site; do not burn or bury. CC �} CIO D. Provide means of removing mud from vehicle wheels before entering streets. I. Noise Control: Provide methods, means, and facilities to minimize noise produced by A.General: Cover wood products to protect against moisture. Support stacked products to Q F Al B. Transmit samples and other submittals that cannot be converted to electronic format with the E. Provide temporary parkingareas to accommodate constructionpersonnel. When site space is demolition or construction operations. Comply with local requirements for noise control. ILL _ e� h p ry p p p y q prevent deformation and to allow air circulation. Contractor's standard transmittal form, not adequate, provide additional off-site parking. J. Pest and Insect Control: Provide methods, means, and facilities topreventpests and insects 3.09 PROTECTION OF INSTALLED WORK B. Fire Retardant Treated Wood: Prevent exposure toprecipitation duringshipping, storage, or 0 Z_ CO q C. The Architect and the architect's consultants will not accept submittals from subcontractors from damaging the work. A. Protect installed work from damage by construction operations. installation. p pp g g CI) S cc and suppliers K. Rodent Control: Provide methods, means, and facilities toprevent rodents from accessingor B. Provide temporary and removable protection for installed products. Control activity in Z Q a verification of 1.08 WASTE REMOVAL D. Apply Contractor's stamp, signed or initialed certifying that review, approval, invading premises. immediate work area to prevent damage. 2.01 GENERAL REQUIREMENTS d Products required, field dimensions, adjacent construction Work, and coordination of A. Provide waste removal facilities and services as required to maintain the site in clean and j orderly condition. L. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, C. Provide protective coverings at wails, projections;jambs, sills, and soffits of openings. A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. {~rj Z information is in accordance with the requirements of the Work and Contract Documents. water, and atmosphere from discharge of noxious,toxic substances, and pollutants produced D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement Z 3 Q B. Provide containers with lids. Remove trash from site periodically. 1. If no species is specified, provide any species graded by the agency specified; if no grading 1. Submittals not bearing the contractor's approval will be returned with no action taken. by demolition or construction operations. of heavy objects, by protecting with durable sheet materials. = Cl) J C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable agency is specified, provide lumber graded by any grading agency meeting the specified I- E. Make submittals that require field verification or field measurements only when progress of the Q E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activityis cc work is complete to thepoint where verification and measurements can beperformed and non-combustible containers; locate containers holding flammable material outside the requirements. p structure unless otherwise approved bythe authorities havingjurisdiction. 1.03 COORDINATION necessary, obtain recommendations for protection from waterproofing or roofing material al 'Q such information is included on the submittal. pp 2. Grading Agency:Any grading agency whose rules are approved by the Board of Review, `'y O. manufacturer. D Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to American Lumber Standard Committee (www.alsc.org)and who provides grading service F. For each submittal for review, allow 10 days for response with lids. ensure efficient and orderly sequence of installation of interdependent construction elements, F. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if for the species and grade specified; provide lumber stamped with grade mark unless G.Clearly identify variations from Contract Documents on the submittal. with provisions for accommodating items installed later. possible. otherwise indicated. Pta4act No.: 13389 H. Identify Product or system limitations which may be detrimental to successful performance of 1.09 FIELD OFFICES B. Notify affected utility companies and comply with their requirements. B Lumber fabricated from old growth timber is not permitted. the completed Work. 3.10 SYSTEM STARTUP Drawn By: DLO I. When revised for resubmission, identify all changes made since previous submission. A.Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent A. Coordinate schedule for start-up of various equipment and systems. J. Submittals not requested in the specifications will not be recognized orprocessed, and maybe with sturdy furniture, drawing rack and drawing display table. 2.02 DIMENSION LUMBER Date Issue q P 9 responsibilities for installing, connecting to, and placing in service, such equipment. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive returned air discarded at the Architect's option. B. Provide space for Project meetings, with table and chairs to accommodate 10 persons. A. Sizes: Nominal sizes as indicated on drawings, S4S. 2-23-21 FOR LL yy REVE D. Coordinate space requirements, supports, and installation of mechanical and electrical work rotation, belt tension, control sequence, and for conditions that may cause damage. B. Moisture Content: S-dry or MC19. that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and C. Verify tests, meter readings, and specified electrical characteristics agree with those required 1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS C. Miscellaneous Blocking, Mailers. and Furring. Lumber: S4S, No. 2 or Standard Grade. 3-17_21 FOR PERMIT conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces by the equipment or system manufacturer. Boards: Standard or No. 3. A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. Verifythat wiringand support components for equipment are complete and tested. SECTION 01 4000 - QUALITY REQUIREMENTS pp p inspection. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's 1.01 REFERENCES AND STANDARDS B. Clean and repair damage caused by installation or use of temporary work. construction. Coordinate locations of fixtures and outlets with finish elements. 2.03 CONSTRUCTION PANELS A. For products and workmanship specified by reference to a document or documents not representative in accordance with manufacturers'instructions. C. Restore existing facilities used during construction to original condition. F. Coordinate completion and clean-up of work of separate sections. A. Roof Sheathing: Any PS 2 type, rated Structural I Sheathing. Bond Classification: Exterior. included in the Project Manual, also referred to as reference standards, comply with D. Restore newpermanent facilities used duringconstruction to specified condition. Span Rating: 60. Performance Category: 3/4 PERF CAT. p G.After Owner occupancy of premises, coordinate access to site for correction of defective work requirements of the standard, except when more rigid requirements are specified or are3.11 DEMONSTRATION AND INSTRUCTION B. Wall Sheathing:Any PS 2 type. Bond Classification: Exterior. Grade: Structural I Sheathing. required by applicable codes• and work not in accordance with Contract Documents, to minimize disruption of Owner's A. Demonstrate operation and maintenance of products to Owner's personnel prior to date of Span Rating: 24. Performance Category: 5/8 PERF CAT. B. Should specified reference standards conflict with Contract Documents, request clarification 1.11 OMITTED activities. Substantial Completion. C. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, square long edges, 5/8 from Architect before proceeding. B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, inch. At Assemblies Indicated with Fire-Rating: Use type required by indicated tested 2.01 PATCHING MATERIALS maintenance, and shutdown of each item of equipment at scheduled time, at equipment assembly. 1.02 TESTING AND INSPECTION AGENCIES A. New Materials: As specified in product sections; match existing products and work for patching location. SECTION 01 6000 - PRODUCT REQUIREMENTS D. Insulated Wall Sheathing: Extruded polystyrene foam plastic, ASTM C 578, Type IV; tongue A. Owner will employ services of an independent testing agency to perform certain code required 2.01 PRODUCTS and extending work. C. For equipment or systems requiring seasonal operation, perform demonstration for other and groove long edges; 3/4 inch thick, unless noted otherwise. special testing and inspection. season within six months. E. Communications and Electrical Room Mounting Existing materials and equipment indicated to be removed, but not to be re-used, relocated, Boards: PS 1 A-D plywood; 3/4 inch thick; B. Contractor shall employ and pay for services of an independent testing agency to perform3.01 EXAMINATION D. Provide a qualified person who is knowledgeable about the Project to perform demonstration flames spread delivered to the Owner, or otherwise indicated as to remain the property of the p sad index of 25 or less, smoke developed index of 450 or less,when tested in other specified testing and inspection. Owner, become the property of the Contractor; remove from site. A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. and instruction of owner personnel. accordance with ASTM E84. B. Provide new products unless specifically required or permitted by the Contract Documents. Start of work means acceptance of existing conditions. E. Utilize operation and maintenance manuals as basis for instruction. Review contents of 3.01 CONTROL OF INSTALLATION B. Verify that existing substrate is capable of structural support or attachment of new work being manual with Owner's personnel in detail to explain all aspects of operation and maintenance. 2.04 ACCESSORIES A. Monitor qualitycontrol over suppliers, manufacturers, products, services, site conditions, and applied or attached. F. Prepare and insert additional data in operations and maintenance manuals when need for pp2.02 PRODUCT OPTIONS A. Fasteners and Anchors: Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A workmanship, to produce Work of specified quality. C. Examine and verify specific conditions described in individual specification sections, additional data becomes apparent during instruction. 153M for exterior, roof related andpreservative-treated wood locations, unfinished steel A. Products Specified by Reference Standards or by Description Only: Use any product meeting elsewhere. d B. Comply with manufacturers'instructions, includingeach stepin sequence. D. Take field measurements before confirming product orders or beginning fabrication p Y q those standards or description. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from B. Products Specified by Naming One or More Manufacturers: Use a product of one of the E. Verify that utility services are available, of the correct characteristics, and in the correct 3.12 ADJUSTING m I, Architect before proceeding. manufacturers named and meeting specifications, no options or substitutions allowed. locations. A. Adjust operating products and equipment to ensure smooth and unhindered operation. D. Comply with specified standards as minimum quality for the Work except where moreF. Prior to Cutting: Examine existing conditions prior to commencing work, including elements C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: subject to damage movement duringcuttingand patching. After uncoveringexistingwork, stringent tolerances, codes, or specified requirements indicate higher standards or more Submit a request for substitution for any manufacturer not named. g 3.13 FINAL CLEANING precise workmanship. assess conditions affecting performance of work. Beginning of cutting or patching means D. Specifications are, in general, written to be non-proprietary, however; where specific products A. Execute final cleaning prior to Substantial Completion. Clean areas to be occupied by Owner E. Have Work performed by persons qualified to produce required and specified quality. acceptance of existing conditions. SPECIFICATIONS are required, for example a certain size, color, texture, configuration or other characteristic, prior to final completion before Owner occupancy. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer and product information are provided on the drawings in the form of notes or SECTION 06 1000 - ROUGH CARPENTRY (CONTD) C. Apply cover sheet over joints and cracks, including joints between horizontal and vertical SECTION 07 2500 - WEATHER BARRIERS to required fire rating of floor or wall,whichever is greater. 2.05 FACTORY WOOD TREATMENT 2.04 FASTENINGS surfaces, in accordance with manufacturer's recommendations for type and width of joint. 1.01 DEFINITIONS C. Floor-to-Floor, Wall-to-Wall, and Wall-to-Floor Joints, Except Perimeter, Where Both Are A. Treated Lumber and Plywood: Comply with requirements of AWPA U 1 - Use Category System A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not D. Apply waterproofing in accordance with manufacturers instructions to specified minimum Fire-Rated: Use any system that has been tested according to ASTM E1966 or UL 2079 to o E Y P Y q g rY Y P P P A. Weather Barrier. Assemblies that form water-resistive barriers and air barriers. 0 0 for wood treatments determined by use categories, expected service conditions, and specific containing formaldehyde or other volatile organic compounds. thickness. have fire resistance F Rating equal to required fire rating of the assembly in which the joint 0o 1. The Weather Barrier shall not be a vapor retarder. occurs ai applications. B. Fasteners: Of size and type to suit application; use corrosion resistant fasteners for exterior E. Apply extra thickness of waterproofing material at corners, intersections, and angles. m > 1.02 SUBMITTALS D. Through Penetration Firestopping: -_ 1. Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating locations. F. Install flexible flashings and seal into waterproofing material. Seal items penetrating through g pp g: Use any system that has been tested according to ASTM B membrane with flexible fleshings. A. See Section 01 3000-Administrative Requirements,for submittal procedures. E814 to have fire resistance F Rating equal to required fire rating of penetrated assembly. civ compliance with specified requirements. go G. Seal membrane and flashings to adjoining surfaces. B. Product Data: Provide data on material characteristics, performance criteria, and limitations. - le x 2. Preservative Treated Wood: Provide lumber and plywood marked or stamped by an 2.05 ACCESSORIES a ALSC-accredited testing agency, certifying level and type of treatment in accordance with A. Lumber for Shimming and Blocking: Softwood lumber of any appropriate species. 1.03 FIELD CONDITIONS 3.01 EXAMINATION AWPA standards, 3.04 INSTALLATION - PROTECTION BOARD A. Maintain temperature and humidity recommended by the materials manufacturers before, A. Verify openings are ready to receive the work of this section. `p o B. Primer: Alkyd primer sealer. duringand after installation. 0 B. Fire Retardant Treatment: A. after curing, dust membrane with surfacingat rate of approximately E -o N C. Wood Filler: Solvent base,tinted to match surface finish color. Immediatelytack-reducing ra 1. Exterior Type: AWPA U1, Category UCFB, Commodity Specification H, chemically treated 10 lbs/100 sq ft. 3.02 PREPARATION r- - ri 41 N impregnated; 2.01 © N and pressurecapable of providinga maximum flamespread ratingof 25 whenWEATHER BARRIER ASSEMBLIES � B. Place drainage panel directly against membrane, butt joints, place to encourage drainageA. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter that could ,,��°° > 2.06 FABRICATION ""^ tested in accordance with ASTM E84, with no evidence of significant combustion when test downward. Scribe and cut boards around projections, penetrations, and interruptions. A. Weather Barrier: Provide on exterior walls under exterior cladding and where indicated in other adversely affect bond of firestopping material. o 5 KJ is extended for an additional 20 minutes both before and after accelerated weathering test A. Shop assemble work for delivery to site, permitting passage through building openings. C. Place protection board directly against drainage panel; butt joints. Scribe and cut boards around sections, and as indicated on drawings. B. Remove incompatible materials that could adversely affect bond. performed in accordance with ASTM D2898. B. Cap exposed plastic laminate finish edges with material of same finish and pattern, projections, penetrations, and interruptions. 1. Under cladding at framed walls with sheathing, use weather barrier sheet. C. Install backing materials to arrest liquid material leakage. CC la a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. D. Adhere protection board to substrate with compatible adhesive. 2. Under cladding at masonry, use weather barrier coating. WI he and 15 percent for plywood. Provide trim for scribing and site cutting. 3. On outside surface of inside wythe of exterior masonry cavity walls use weather barrier b. Do not use treated wood in direct contact with the ground. D. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit 3.03 INSTALLATIONlas LZ 4.01 MANUFACTURERS coating. A. Install materials in manner described in fire test report and in accordance with manufacturer's 2. Interior Type A: AWPA U1; Use Category UCFA, Commodity Specification H, low corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate P temperature(low hygroscopic)type, chemically treated and pressure impregnated; capable counter butt joints minimum 2 feet from sink cut-outs. A. All products of this section. 2 02 WEATHER BARRIER MATERIALS 0 LU instructions, completely closing openings. 1. Kemper-www.kempersystem.co.uklp_fasttrack.html A. Weather Barrier Sheet, Mechanically Fastened: B. Do not cover installed firestopping until inspected byauthorityhavingjurisdiction. fa"' Rom of providing a maximum flame spread rating of 25 when tested in accordance with ASTM PP g P E84, with no evidence of significant combustion when test is extended for an additional 20 2.07 SHOP FINISHING Local Representative: Roland Wieth at(253) 606-6936 1. Air Permeance: 0.004 cubic feet per minute per square foot, maximum,when tested in C. Install labeling required by code. C4 2 minutes. 2. Siplast-www.siplast-international.com accordance with ASTM E2178. A. Sand work smooth and set exposed nails and screws. 2. Water Vapor Permeance: 10 perms, minimum, when tested in accordance with ASTM i a Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber Local Representative: Brad Viles at(425) 391-6893 B. Apply wood filler in exposed nail and screw indentations. E96/E96M Procedure A(desiccant procedure). e and 15 percent for plywood. C. On items to receive transparent use wood filler that matches surroundingsurfaces andSECTION 07 9005 - JOINT SEALERS b. Treat rough carpentry items as indicated. P 3. Ultraviolet and Weathering Resistance: Approved in writing by manufacturer for up to 180 is of type recommended for the applicable finish, days of weather exposure. 1.01 SUBMITTALS c. Do not use treated wood in applications exposed to weather or where the wood may D. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Section 5 SECTION 07 2100 - BOARD AND BATT INSULATION become wet. 4. Surface Burning Characteristics: Flame spread index of 25 or less, and smoke developed A. Product Data: Provide data indicating sealant performance criteria, substrate preparation, - Finishing for Grade specified and as follows: 1.01 SECTION INCLUDES index of 50 or less, when tested in accordance with ASTM E84. limitations, and color availability, " '` C. Preservative Treatment: � �� 1. Transparent: - e A. Board insulation at cavity wall construction, underside of floor slabs, and as indicated. 5. Water Resistance: Comply with applicable water-resistive requirements of ICC-ES AC38. 1. Preservative Pressure Treatment of Lumber Above Grade:AWPA U 1, Use Categoryk,. UC3B, a. System- 12, Polyurethane, Water-based, �.� ',tee.� Commodity Specification A using waterborne preservative to 0.25 lb/cu ft retention. B. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction. B. Weather Barrier Coating: Cold-fluid-applied, vapor permeable, elastomeric membrane. 1.02 QUALITY ASSURANCE r.. .,` z, , b. Stain. As indicated on drawings. 1.02 SUBMITTALS 1. Dry Film Thickness (DFT): 10 mils (0.010 inch), minimum. A Manufacturer Qualifications: Company specializing in manufacturing the Products specified in '' `. "~ a. Kiln dry lumber after treatment to maximum moisture content of 19 percent. K_.z c. Sheen: As indicated on drawings. b. Treat lumber in contact with roofing, flashing, or waterproofing. A. Product Data: Provide data on product characteristics; performance criteria, and product 2. Air Permeance: 0.004 cubic feet per minute per square foot, maximum, when tested in this section with minimum five years experience. e__v 4 , 2. Opaque: limitations. accordance with ASTM E2178. B. Applicator Qualifications: Company specializing in performing the work of this section with " • • c. Treat lumber in contact with masonry or concrete. Le. " a. System-4, Latex Acrylic, Water-based. 1.03 FIELD CONDITIONS 3. Water Vapor Permeance: 10 perms, minimum, when tested in accordance with ASTM minimum three years documented experience and approved by manufacturer. =fro,, - J d. Treat lumber less than 18 inches above grade. b. Color:As indicated on drawings. E96/E96M, Procedure A(desiccant method). �- '- 1) Treat lumber in other locations as indicated. g A. Do not install insulation adhesives when temperature or weather conditions are detrimental to } 2. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1; Use Category UC2 c. Sheen: As indicated on drawings. successful installation. 4. Ultraviolet and Weathering Resistance: Approved in writing by manufacturer for up to 6 1.03 FIELD CONDITIONS q„eeen' . e �� E. Back prime woodwork items to be field finished, prior to installation. months of weather exposure after application. entee A. Maintain temperature and humidity recommended by the sealant manufacturer during and after and UC3B, Commodity Specification F using waterborne preservative to 0.25 lb/cu ft y retention. 2.01 APPLICATIONS 2.03 ACCESSORIES installation. a. Kiln dry plywood after treatment to maximum moisture content of 19 percent. 3.01 EXAMINATION A. Insulation Under Concrete Slabs: Extruded polystyrene board. A. Sealants, Tapes; and Accessories for Sealing Weather Barrier and Sealing Weather Barrier to b. Treat plywood in contact with roofing, flashing, or waterproofing, Verify adequacy of backing and support framing. B. Insulation Inside Masonry Cavity Walls: Extruded polystyrene board. Adjacent Substrates. As specified or as recommended by weather barrier manufacturer. Design and construction documents as A. ode sea1.04 WARRANTY Yrstnmunte of service sr*Oven n oadkirrra. B Flexible Flashing: Self-adhesive sheet flashing complying with ASTM D1970/D1970M, except c. Treat plywood in contact with masonry or concrete. B. Verify mechanical, electrical, and building items affecting work of this section are placed and C. Insulation in Metal Framed Walls: Batt insulation with specified vapor retarder. A. Correct defective work within a five year period after Date of Substantial Completion. and refrain the property of Christopher F. readyto receive this work. slip resistance requirement is waived if not installed on a roof. MarB. Warranty: Include coverage for installed sealants and accessories which fail to achieve d. 11rew.otthlyd.slpnand d. Treat plywood less than 18 inches above grade. 9 these construction documents for purposes C. Fasteners: Type as recommended by the manufacturer for substrate and construction. weathertight seal, exhibit loss of adhesion or cohesion, or do not cure. other the �t awned tarsal it e. Treat plywood in other locations as indicated. 2.02 FOAM BOARD INSULATION MATERIALS D. Tape: Product manufactured by the membrane manufacturer. Moly prohiba '"rtt len 3.02 INSTALLATION A. Extruded Polystyrene Board Insulation: ASTM C578, Type X; Extruded polystyrene board with consent of Ohrtelapher F. Merits,Malaise. A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards either natural skin or cut cell surfaces; with the followingcharacteristics: E. Thinners and Cleaners: As recommended by material manufacturer. 2.01 SEALANTS 3.01 INSTALLATION - GENERAL requirements for grade indicated. 1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84. A. Sealants and Primers-General: Provide only products having lower volatile organic compound A. Select material sizes to minimize waste. P 3.01 EXAMINATION B. Set and secure materials and components in place, plumb and level. 2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84, (VOC) content than required by South Coast Air Quality Management District Rule No.1168. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory P A. Verify that surfaces and conditions are read to accept the work of this section. components, including: shims, bracing, and blocking. C. Carefully scribe work abutting other components,with maximum gaps of 1/32 inch. Do not use Y Y P B. General Purpose Exterior Sealant: Polyurethane;ASTM C 920, Grade NS, Class 50, Uses M, additional overlay trim to conceal larger gaps. 3.02 PREPARATION 0, and A; single or multi-component. C. Where treated wood is used on interior, provide temporary ventilation during and immediately 2.03 BATT INSULATION MATERIALS after installation sufficient to remove indoor air contaminants. D. Install trim with appropriate mechanical fasteners. A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM 0665; A. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with 1. Color: Match adjacent finished surfaces. E. Install panels with concealed fasteners. friction fit, proper installation. 2. Applications: Use for: 3.02 BLOCKING, HAILERS: AND SUPPORTS SpreadB. Clean and prime substrate surfaces to receive adhesives in accordance with manufacturer's a. Control, expansion, and softjoints in 1. Flame Index: 25 or less, when tested in accordance with ASTM E84, P masonry. 3.03 PREPARATION FOR SITE FINISHING 2. Smoke Developed Index: 450 or less,when tested in accordance with ASTM E84. instructions. b. Joints between concrete and other materials. A. Provide framing and blocking members as indicated or as required to support finishes,fixtures, P 3.03 INSTALLATION specialty items, and trim. A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. 3. Combustibility: Non-combustible,when tested in accordance with ASTM E136, except for c. Joints between metal frames and other materials. A. Install materials in accordance with manufacturer's instructions. d. Other exterior joints for which no other sealant is indicated. B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required B. Before installation, prime paint surfaces of items or assemblies to be in contact with facing, if any. by applicable local code, to close concealed draft openings between floors and between top cementitious materials. 4. Formaldehyde Content: Zero. B. Weather Barriers: Install continuous water-resistive barrier and air barrier over surfaces C. Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent; story and roof/attic space; other material acceptable to code authorities may be used in lieu of 5. Facing: Unfaced. indicated, with sealed seams and with sealed joints to adjacent surfaces. 1. Face color' Standard colors matching finished surfaces. solid wood blocking. 3.04 TOLERANCES a. In Climate Zones 4c and above; where a separate vapor retarder is being used. C. Apply sealants and adhesives within recommended application temperature ranges. Consult 2. Size as required to provide weathertight seal when installed. C. In walls, provide blockingattached to studs as backingand support for wall mounted items, manufacturer if temperature is out of this range. PP A. Maximum Variation from True Position: 1/16 inch. b. In Climate Zones 1, 2, 3, 4a &4b; where no vapor retarder is required. 3. Applications: Use for: unless item can be securely fastened to two or more studs or other method of support is D. Mechanically Fastened Sheets- On Exterior: B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. 6. Facing: Asphalt treated Kraft paper, one side. a. Exterior wall expansion joints. explicitly indicated. 1. Install sheets shingle-fashion to shed water, with seams generally horizontal. D. Exterior Metal C. TCNA W202E, a. In Climate Zones 4c and above; where a vapor retarder is required. Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring. D. Where ceiling-mounting is indicated, provide blocking and supplementary supports above 2. Overlap seams as recommended by manufacturer but at least 6 inches. D. Framed Walls: Wall sheathing, weather barrier, cementitious backer board, and direct b. Facing can not be exposed. 1. Applications: Use for: ceiling, unless other method of support is explicitly indicated. 3. Overlap at outside and inside corners as recommended by manufacturer but at least 12 application; TCNA W244E. a. Concealed sealant bead in sheet metal work. (10111) E. Specifically, provide the following non-structural framing and blocking inches. 2.04 ACCESSORIES b. Concealed sealant bead in siding overlaps. 1. Handrails. 4. Attach to framed construction with fasteners extending through sheathing into framing. A. Sheet Vapor Retarder: Polyamide film with variable vapor permeability based on ambient Space fasteners at 12 to 18 inches on center alongeach framingmember supporting c. Conditions as indicated on drawings and specifications, 2. Grab bars. P PP 9 3. Toilet room accessories. SECTION 07 1400 - FLUID-APPLIED WATERPROOFING humidity. Permeance of 1 perm or less by the dry cup method, increasing to 10 perms by the sheathing, unless otherwise indicated in manufacturer's installation instructions. E. General Purpose Interior Sealant: Acrylic emulsion latex, ASTM C834, Type OP, Grade NFU 1.01 SECTION INCLUDES wet cup method. Flame spread rating of 25 or less, when tested in accordance with ASTM E84. 5. Seal seams, laps, penetrations, tears, and cuts with self-adhesive tape. single component, paintable. A. Fluid applied membrane waterproofing. B. Tape: As recommended by manufacturer. 6. Where stud framing rests on concrete or masonry, extend lower edge of sheet at least 4 1. Applications: Use for. CO 3.03 ROOF RELATED CARPENTRY a. Interior wall and ceiling control joints. Q B. Cant strips and other accessories, C. Insulation Fasteners: Impaling clip of unfinished steel with washer retainer and clips, to be inches below bottom of framing and seal to wall with sealant. 9 1 A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, adhered to surface to receive insulation, length to suit insulation thickness and substrate, b. Joints between door and window frames and wall surfaces. and roofingassemblyinstallation. C. Drainage panels and Protection boards. g 7. Install wall flashings under weather barrier. capable of securely and rigidly fastening insulation in place. c. Other interiorjoints for which no other type of sealant is indicated. W 8. Coordinate transitions between dissimilar weather barrier materials to shed water and YP D. Adhesive: Type recommended by insulation manufacturer for application. maintain continuity of weather barrier system. F. Bathtub/Tile Sealant: Clear Silicone; ASTM C 920, Uses I, M and A; single component, mildew 0 3.04 INSTALLATION OF CONSTRUCTION PANELS 1.02 SUBMITTALS E. Coatings: resistant. LIU O. A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with A. Product Data: Provide data for membrane. 3.01 EXAMINATION 1. Applications: Use for ends staggered and over firm bearing. B. Shop Drawings: Indicate special joint or termination conditions and conditions of interface with 1. Prepare substrate in manner recommended by coating manufacturer; treat joints in PP 1 A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates substrate and between dissimilar materials as recommended by manufacturer. a. Joints between plumbing fixtures and floor and wall surfaces. 1. At long edges use sheathing clips where joints occur between roof framing members. other materials. are ready to receive insulation and adhesive. 2. Where exterior masonry veneer is to be installed, install masonry anchors before installing b. Joints between kitchen and bath countertops and wall surfaces. Q 2. Screw panels to framing; staples are not permitted. B. Verify substrate surfaces are flat,free of honeycomb, fins, irregularities, or materials or weather barrier over masonry; seal around anchors air tight. G.Acoustical Sealant for Concealed Locations: 0 B. Wall Sheathing: Secure with long dimension perpendicular to wall studs,with ends over firm 1.03 QUALITY ASSURANCE substances that may impede adhesive bond. 3. Use flashing to seal to adjacent construction and to bridge joints. 1, Applications, Use for concealed locations only: cr bearing and staggered, using nails, screws, or staples. A. Manufacturer Qualifications: Company specializing in manufacture of fluid-applied 4. Coordinate transitions between dissimilar weather barrier materials to shed water and a. Sealant bead between top stud runner and structure and between bottom stud track and W C. Communications and Electrical Room Mounting Boards: Secure with screws to studs with waterproofing membranes with 5 years experience. 3.02 BOARD INSTALLATION CONTINUOUS ON INTERIOR AT EXTERIOR WALLS maintain continuity of weather barrier system. floor, where an STC rating is indicated. CC edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and into B. Installer Qualifications: Company specializing in installation of fluid-applied waterproofing with A. Install rigid insulation directlyto concrete or masonrywith manufacturer recommended F Openings and Penetrations in Exterior Weather Barriers: Cil '4 gH. Interior Floor Joint Sealant: Polyurethane, self-leveling; ASTM C920, Grade P, Class 25, Uses = studs in field of board. minimum 3 years experience. adhesive. Tape all joints with manufacturer's minimum 4 inch wide sealant tape; comply with 1. Install flashing over sills, covering entire sill frame member, extending at least 5 inches onto T, M and A; single component. 0 1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly. ASTM E2357. Ch2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board 1.04 FIELD CONDITIONS weather barrier and at least 6 inches up jambs; mechanically fasten stretched edges. 1. Approved by manufacturer for wide joints up to 1-1/2 inches. 1. Three continuous beads per board length. 2. At openings to be filled with frames having nailing flanges, seal head and jamb flanges 2. Color: Match adjacent finished surfaces. W parallel to studs. co A. Maintain ambient temperatures above 40 degrees F for 24 hours before and during application B. Install rigid insulation directlyto steel studs with manufacturer recommended mechanical usinga continuous bead of sealant compressed byflange and cover flanges with sealing � g p g g 3. Applications: Use for: Cu 3. Install adjacent boards without gaps. and until cured. Q I" fasteners. Tape all joints with manufacturer's minimum 4 inch wide sealant tape; comply with tape at least 4 inches wide; do not seal sill flange. a. Expansion joints in floors. m 0 h ASTM E2357. 3. At openings to be filled with non-flanged frames, seal weather barrier to all sides of opening I. Concrete Paving Joint Sealant: Polyurethane, self leveling;ASTM C 920, Class 50, Uses T, I, M um 0Z 0 3.05 SITE APPLIED WOOD TREATMENT 2.01 MEMBRANE AND FLASHING MATERIALS C. Install boards vertically on walls. framing, using flashing at least 9 inches wide, covering entire depth of framing. and A; single component. to Z iris A. Apply preservative treatment compatible with factory applied treatment at site-sawn cuts, A. Cold-Applied, Modified-Polymer Elastomeric Waterproofing; 1. Place boards to maximize adhesive contact. 4. At head of openings, install flashingunder weather barrier extendingat least 2 inches Z 4 0 PP Y P g 1, Color: Color as selected. complying with manufacturer's instructions. 1. Cured Thickness: 55 mils (0.055 inches), minimum. 2. Install in running bond pattern. beyond face of jambs; seal weather barrier to flashing. 0 B. Allow preservative to dry prior to erecting members. 2. Applications: Use for. I - . Ci 2. Suitable for installation over concrete substrates. 3. Butt edges and ends tightly to adjacent boards and to protrusions. 5. At interior face of openings, seal gap between window/door frame and rough framing, using a. Joints in sidewalks and vehicular paving. {3 Z 3. Tensile Strength: 95 psi, measured in accordance with ASTM D2370. D. Extend boards over expansion joints, unbonded to wall on one side of joint. joint sealant over backer rod. Z Sr d 3.06 TOLERANCES 4, Ultimate Elongation: 350 percent, minimum, measured in accordance with ASTM D2370. Service and Other Penetrations: Form flashing around penetrating item. I c A. Variation from Plane Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet 2.02 ACCESSORIES M r fr ( } 5. Hardness. 10, minimum, measured in accordance with ASTM 0661, using Type A 3.03 BOARD INSTALLATION AT CAVITY WALLS Q QO A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. CO 0 maximum. durometer. A. Install boards to fit snugly between wall ties. 3 a) Q- B. Joint Cleaner. Non-corrosive and non-staining type, recommended by sealant manufacturer; 6. Water Vapor Permeability: 0.07 perm inch, maximum measured in accordance with ASTM B. Install boards horizontally on wails. SECTION 07 8400 - FIRESTOPPING E96/E96M, compatible with joint forming materials. 1. Install in running bond pattern. 1.01 SUBMITTALS C. Joint Backing: Round foam rod compatible with sealant;ASTM D 1667, closed cell PVC; Protect Ne: UM SECTION 06 2000 - FINISHED CARPENTRY B. Flexible Flashings: Type recommended by membrane manufacturer. 2. Butt edges and ends tightly to adjacent boards and to protrusions, A. Schedule of Firestopping: List each type of penetration, fire rating of the penetrated assembly, oversized 30 to 50 percent larger than joint width. 1.01 SECTION INCLUDES C. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane. and firestopping test or design number. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit Drawn By: DLC A. Finish carpentry items. 2.02 ACCESSORIES B. Product Data: Provide data on product characteristics, performance ratings, and limitations. application. B. Wood door frames, glazed frames. A. Surface Conditioner: Compatible with membrane compound; as recommended by membrane 3.04 BOARD INSTALLATION UNDER CONCRETE SLABS Date Issue C. Wood standing and running trim. manufacturer. A. Place perimeter insulation under slabs on grade after base for slab has been compacted. 1.02 QUALITY ASSURANCE 3.01 EXAMINATION gel FOR LL REVEW B. Sealant for Substrate Surfaces: As recommended by membrane manufacturer. D. Plastic laminate panels, B. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane. A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings A. Verify that substrate surfaces and joint openings are ready to receive work, C. Protection Board: Type capable of preventing damage to waterproofing due to backfilling andC. Prevent insulation from being displaced or damaged while placing vapor retarder and placing when tested in accordance with ASTM E 814 and ASTM E 119. B. Verify that joint backing and release tapes are compatible with sealant. 9-17-21 FOR PERMIT construction traffic. Polystyrene foam board, 1 inch thick. slab. 1. Lison 1.02 SUBMITTALS gin the current-year classification or certification books of UL, FM, or ITS (Warnock D. Drainage Panel: Drainage layer with geotextile filter fabric on earth side. Hersey)will be considered as constitutingan acceptable test report.A. Shop Drawings: Indicate materials, component profiles,fastening methods,jointing details. and P P 3.02 PREPARATION E. Cant Strips: Premolded composition material, accessories. Provide the information required by AWI/AWMAC/WI Architectural Woodwork 3,05 BATT INSTALLATION 2. Valid evaluation report published by ICC Evaluation Service, Inc. (ICC-ES)at A. Remove loose materials and foreign matter that could impair adhesion of sealant, Standards. A. Install insulation and vapor retarder in accordance with manufacturer's instructions. www.icc-es.org will be considered as constituting an acceptable test report. B. Clean and prime joints in accordance with manufacturer's instructions. B. Samples: Submit two samples of wood trim 6 inch long. 3.01 EXAMINATION B. Install in exterior wall, roof, and ceiling spaces without gaps or voids. Do not compress B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in C. Perform preparation in accordance with manufacturer's instructions and ASTM 01193. A. Verify existing conditions before starting work. insulation. this section with minimum three years experience. B. Verifysubstrate surfaces are free of frozen matter, dampness, looseparticles, cracks. pits, C. Installer Qualifications: Company specializing in performingthe work of this section and with D. Protect elements surrounding the work of this section from damage or disfigurement. 1.03 QUALITY ASSURANCE P C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. P Y P g projections, penetrations, or foreign matter detrimental to adhesion or application of minimum 3 years experience installing work of this type. A. Fabricator Qualifications: Company specializing in fabricating the products specified in this D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services 3.03 INSTALLATION section with minimum five years of experience. waterproofing system. within the plane of the insulation, C. Verify that substrate surfaces are smooth, free of honeycomb or pitting, and not detrimental to E, Install with factory applied vapor retarder membrane facing warm side of wall assembly. Lap 1.03 FIELD CONDITIONS A. Perform work in accordance with sealant manufacturer's requirements for preparation of 2.01 FINISH CARPENTRY ITEMS full contact bond of waterproofing materials. surfaces and material installation instructions. ends and side flanges ofmembrane over framing members. A. Comply with firestopping manufacturer's recommendations for temperature and conditions A. Quality Grade: Unless otherwise indicated provide products of quality specified by D. Verify that items that penetrate surfaces to receive waterproofing are securely installed. F. Tape seal butt ends, lapped flanges, and tears or cuts in membrane. during and after installation. Maintain minimum temperature before, during, and for 3 days after B. Perform installation in accordance with ASTM C1193. AWI/AWMAC/WI Architectural Woodwork Standards for Custom Grade. G. At metal framing, place vapor retarder on warm side of insulation; lap and seal sheet retarder installation of materials. C. Perform acoustical sealant application work in accordance with ASTM C919. B. Surface Burning Characteristics: Provide materials having fire and smoke properties as required 3.02 PREPARATION joints over member face. B. Provide ventilation in areas where solvent-cured materials are being installed. D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck A. Protect adjacent surfaces not designated to receive waterproofing. H. Place Sheet Vapor Retarder on warm side of insulation; lapand seal sheet retarder joints over dimension, and surface bond area as recommended by manufacturer. by applicable code. 1 g P g P E. Install bond breaker where joint backing is not used. B. Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's member face. 2.01 FIRESTOPPING-GENERAL REQUIREMENTS instructions. I. Tape seal tears or cuts in vapor retarder. A. Materials: Use any material meeting requirements. F. Install sealant free of air pockets,foreign embedded matter, ridges, and sags. 2.02 SHEET MATERIALS G.Apply sealant within recommended application temperature ranges. Consult manufacturer when A. Particleboard: ANSI A20$.1; composed of wood chips, sawdust, or flakes of medium density, C Do not apply waterproofing to surfaces unacceptable to manufacturer. J, Extend vapor retarder membrane tightly to full perimeter of adjacent window and door frames B. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for sealant cannot be applied within these temperature ranges. D. Seal cracks and joints with sealant using methods recommended by sealant manufacturer. and other items interrupting the plane of the membrane. Tape seal in place. tested assembly design, 11 made with waterproof resin binders; of grade to suit application; sanded faces. A did E. Install cant strips at inside corners. C. Fire Ratings: See Drawings for required ratings. H. Tool joints concave. B. Medium Density Fiberboard (MDF): ANSI A208.2, Grade 130. 1 al 3.06 PROTECTION I. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface. 2.03 PLASTIC LAMINATE MATERIALS 3.03 INSTALLATION Do not permit installed insulation to be damaged prior to its concealment. 2.02 FIRESTOPPING ASSEMBLY REQUIREMENTS A. Plastic Laminate: As indicated on drawings. A. Apply waterproofing in accordance with manufacturer's instructions to specified minimum A. Perimeter Fire Containment Firestopping: Use any system that has been tested according to B. Laminate Adhesive: Type recommended by laminate manufacturer to suit application; not thickness. ASTM E2307 to have fire resistance F Rating equal to required fire rating of the floor assembly. SPECIFICATIONS containing formaldehyde or other volatile organic compounds. B. Apply primer or surface conditioner at a rate recommended by manufacturer. Protect B. Head-of-Wall Firestopping at Joints Between Non-Rated Floor and Fire-Rated Wall: Use any conditioner from rain or frost until dry. system that has been tested according to ASTM E2837 to have fire resistance F Rating equal SECTION - ���T�� ����F�� /\�[] welded, f0ed. sndQmu'�Ouyh; mAmaraandw�mut���mwarP; mm�ina� �qui�men�w�h CP��de��nmm�a��hmon�and shims� p�mmnenUy�u�nuya�mtobui�ing �mdunm. 2.03 |NSU�J|NGGL�SUNITS and p�m�� ne�o�� to �mp� �� ASTM C7�hr�oo�cingind��d. w�h �ximum 08 1113 HOLLOWDOORS_ FRAMES assemblies units are to be installed in deOe«tonofwaU �amingofL�4Oet5Psf The use ufequivalent gauge �uds�inQnhtehaia 1.01 SUBMITTALS Align assembly pumand level, free owarp or twist. Nananassembly dimensionalA. |nuu\a�nQg�soUnits: Types as indicated 1. Door Style: Single thickness*bhnoUedortumedinedQms tolerances, aligning with adjacent work. 1. Durability: Certified "» "nindependent testing agency hucomply with ASTM E219U prohibited. F- o E A. Product Data: Materials and details of design and construction, hardware locations, 2� Steel Finish: phmed� E. pov/d*th�nu/ iuv!mdonwhananompone�apeneina� ordiom�tbuKdinginau�don 1. Studs: "C" shaped with f�torformed webs wbhknuded�cea� 0 o reinforcement type and locations, anchorage and fastening methods, and finishes. 2. Cnaha �aos: omp� withrequirements of N pyrolytic or C..„) `r " GS 3. Primed Finish: Polyester powder coat; manufacturer's standard color, F. |noteUsill fleshings. Turn upends and edges; seal tuadjacent work toform water Ughtdam. magnetic sputter vapor deposition (soft-coat)type coatings on flat glass; coated vision glass, 2. Runners: U shaped, sized to match studs. B. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any. 4. Hardware: G. Wiere fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads Kind CV; coated overhead glass, Kind COor coated spandrel glass, Kind CS. 3. Ceiling Channels: C-shaped. LU ._ -.,.. D ca /o CO la a. Hingesfor Non-Fire-Rated Units: Continuous piano to sill flashing. 3. SpacerCdor Black. 4. Furring: Hat-shaped sections, minimum depth of7/D inch. F- 1.02 QUALITY ASSURANCE hinge. � b. Lock:o«k� Gu»awdh«eru�i��qumr�rt»nncam �cku»�aeotherwiseind�a1«d� H. Coonii»ah*o�auhmen�ondm*m ofPohmw�rairand«aPorban�rmahsha|s� 4. EdgeSoo� 5. ResilientFuningChann�o� 1/2inuhd��b. ��o�nchnmnt�oeubotns� dhn�ughonw|mgon�� CV "� A. Konufactunar ]ua|�cmtiono� Company »peoia|izing in manufacturing the products 'specified in this section with minimum three years experience. 8.01 EXAMINATION I. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of a. Dual-Sealed System: Provide polyisobutylene sealant as primary seal applied between B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. I cc � 1.03 DELIVERY, STORAGE, AND HANDLING A Verify that rough openings are correctly sized and |ouuted thermal barrier. spacer and glass panes, and miUoone, po|you|fide, or polyurethane sealant as secondary C. Partition Head to Structure Connections: Provide mechanical anchorage devices that �~ � 0 A. Store inaccordance with N/� NNHNMA84O� 3.02 INSTALLATION J. Set thresholds inbed ofman�uand mecuna� seal applied mmundpehmo�r accommodate deflection using slotted holes, screws and anti-friction bushings, preventing E B. Protect with resilient packaging; avoid humidity build-up under coveringsprevent corrosion. A. Install units in accordance with manufacturer's instructionsK. Install hardware using templates provided5. Color: Black. rotation of studs while maintaining structural performance of partition. CrucO ` 2.01 DOORS AND FRAKES B Install frames plumb and level in openings. Secure rigidly in place. L. Installporim�ter000|antinacoond�ncowithBwctionO7 6. Purgeintorpanenpace*i�hdryoir' hermetically sealed1. Structural Performance: Maintain lateral load resistance and vertical movement capacity ~~~~~~~~� ~~~ ~� >� ,6 A. Requirements for All Doorsand Frames: C Position units to provide convenientaccess0othe concealed work requiring access. M.Touch-up minor damage to factory applied finish; replace components that cannot be B. Insulating Glass Units: Vision glass, doubleglazed, required by applicable code, when evaluated in euoordunoewithA|S| S100-12. mry5 c774 satisfactorily 1. Applications: Extehorg|ezingun|oouothonwinoindium0nd. 2. Material: ASTM A653A653N steel sheet, SS Grade 50/340' with G60/Z180 hot dipped 1. Accessibility: Comply with ANSI/ICC A117 1 galvanized coating. cg Lu 3.03 TOLERANCES 2. Space between|iheofilled with air. 2. Door Edge Profile: Beveled on both edges. D. Sheet Metal Backing. 0.043inchthio� galvanized, G^ �� h�� A. MaximumV�hotionfrum0.06inoh�aevery5� non-oumu|edveor1/1Ginohoap�r1O3. OutboardAnnealedf|oot1/4inohthick minimum. wide. »�� 3 Door Texture: Smooth faces. SECTION 08 4313 - METAL-FRAMED STOREFRONTS Plumb: ft, Lite:� glass, 2.03 BOARD MATERIALS X whichever is less. a. Tint: UltraClear. 4. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as 101 ADMINISTRATIVE REQUIREMENTS B. Maximum Kiam}�nmentofTwo A�oiningMembers Ab��nginPlane: 1/32inch. b. Coeting Low-E, on#2eu�nce A. Gypsum yuUboond: pepe��cadgypsum panels aoda�nedinASTM C13SG/C13SSW; o�emt to a� �e indicated on drawings. A. Coordinate with installation of other components that comprise the exterior enclosure. minimize joints in place; ends square cut. 0 8ij 4. Inboard Lite: � nne~|edfloat glass, 1/4inch thick, minimum,Hardware Preparation In accordance with BHMA A156.115, with reinforcement welded in 1.02 SUBMITTALS 1. Application: Use for ve�ioa| su�aoeo. unless otherwise indicated 1"'"'' u�A place, inaddidonhoother requirements ape»�»dindoor grade�a»dand. a. Tint: UltraClear A. Product Data: Provide component dimensions, describe components within assembly, 2. Mold Resistance: Score of1U' when ha�edinaccordance w�hASTM D3273. �0 6. Galvanizing for a«tehorand wet locations: AUcomponents ho�diPPadzinc-iron eUoY'«»m0ed SECTION 08 7100 - DOOR HARDWARE 5. TotalThickness: 1 inch. == 2 anchorage and fasteners, glass and infill, door hardware, internal drainage details. a. Mold-resistant board is required whenever board is being installed before the building is (galvannealed), A60/ZF180, 1.01 ADMINISTRATIVE REQUIREMENTS 6. Thermal Transmittance (U-Value), Summer - Center of Glass: See 2016 Building Energy 0C B. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, enclosed Finish: Factory primed, for field finishing, A Coordinate the manufacture, fabrication, and installation of products onto which door hardwareEfficiency StandardsT�b|e 141.0-A, Zone7. 0.47, maximum. affectedre|atedVork' expansionond cnn�nactionjoint |ooadonanddebai|o' and �*|dwe|dingb. Mold resistant board is required in toilet room and janitorcloset wallsandwhere indicated X w B. Combined Requirements: If a particular door and frame unit is indicated to comply with more required. will be installed. 7. Solar Heat Gain Coefficient (SHGC): See 2016 Building Energy Efficiency Standards Table in drawings. Cual U_ 141 O+\ Zone (shownb�|mw) than one type ofrequirement, comply vvi1hmUthe speui�edrequirements for each type; for 1.03 QUALITYAS8URANCE B� Fumiahtemplates for door and frame Pnsponsdonhomonuha�uneraand fabrinetomofpnodu�a � ' 7. 0.31maximum. 3. AtAssemblies Indicated with Fine'Ro�ng: Use type required byindicated 0e�edanuennb|y; � instance, an exterior door that is also indicated as being sound-rated must comply with the requiring internal reinforcement for door hardwana 8. Visual Tna»omi�ano*K/T) See 2O16Building Energy Ef5ciencYStandards Table 14D.3'B notestedeaemmb|yiou�eTypeXULoryVH A. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum indicated, board, listed. ' requirements specified for exterior doors and for sound-rated doors; where two requirementsC. Convey keying requirements manufacturers. C. Insulating Glass Unita: Safety Q|azinQ 4 glazing systems with minimum thneeyeomnfoxparimnoeThickness: ° /�, conflict, comply with the most stringent. 1.04 DELIVERY; STORAGEAND HANDL|Ng 1 Applications: o. Vertical Surfaces; 5/8 inch unless otherwise indicated or required by tested assembly. `* 2.02 STEEL DOORS ' a. Glazed lites in exterior z -«� A. Handle produ�aofthis section ina000dnncewith/ \KACN41O� 1.02 SUBMITTALSB. Backing Board For Wet Anaaa� ` c^ 2A Exterior Doors: b 8|azedoide|ightmandpane|onext��doou ` B Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed A Product Data: Manufacturer'scatalog literature for each type « hardware, marked to clearly 1, Application: Surfaces behind tile in vet areas including tubonehmworsurrounaand -- '� � 1 [ rade: ANS| A25O8Lowa| 3' phyoiou| pe�onnunneLov*|A' Kodo| 1'fu|| Dueh ' r coabngsthat bond toaluminum when exposed tosunlight orweather. showprodu�±atub�furniahudfor�hinpn�oo1� u Other|ooationsnaquiredbyapp|icab|ofa�ona|' stato' and |oom\codesandnagu|utiuna showoroei|ingu ,r, � � � 2 Core: Polystyrene foamInsulating Value: U-value of 0.50, when tested in accordance with ". '� __�_ 1.05 FIELD CONDITIONS Bdoor. Detailedlisting Use , drawings. 2. Non-gypsum-based; gggpanels - �� r,„,„ ASTM c i�gDocuments. |den1ifyo|o�rioeUynpena�ed 2 Spaoebebween|itnufiUodvithoir� glass �iber meoh ombedded in fnon� and bmnk ou�acma oomp|yin� with ANS| A118S or A Do not install sealants when ambient temperature is less than 40 degrees F Maintain this C.) ~~ 3 TupC\�yunaoforOutawingingOoom F|unhwithtopoffuoou �ndodgeoitems and indudepower requirementa 3. Glass Semeno �thervi�iong|a�ingexoeptuaefu||ytemperedor|eminatedf|o�tQ|ama ASTM 01325 .:1', -, -�� minimum0aopenstureduringand4Ohnuraa�erinate||ation� ` ` 4. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance C. Keying Schedule: Submit for approval of Owner. far both outboard and inboard lites. aThickness: 1/2 inch. � - • �- CI' 1 OG WARRANTYwidhA8TNAG53�653N.vithAG0/ZF18Onoe�nQ. D. Keys: Deliver with identifying tags bzOwner bymncuhtyshipment dimadfrom hardware supp|ier� 4. Total Thickness: 1inch� 3 Glass Mat Faced BoardCoated glass mat wabopnasiutentgypsum backing panel asde�ned ��� ^, ~� � A. Pn�videtmoymarmanufacturer vmrnanb/againstdefe�sinma0ohaland workmonohip � � 5 Weatherstripping: Separate, see Section O871OO 1.03 QUALITY ASSURANCE 204 GLAZING UNITS in k�:J = � � B. Provide five year manufacturer warranty against excessive degradation of exterior finish.Interior Doors, Non-Fire-Rated: Grade: ANSI A250.8 Level 2, physical performance Level B |nc|udeprovimionfor rep|acementofunits with excessive fadingoha|king' orf|akinQ� A� Manufacturer Qualifications: Company specializing in manufacturing the products specified in A� Monolithic Interior Vision Glazing: a� Fina Resistant Type: Type Xcore, thickness 5/8 inch. Model 1' fuUf|uoh' Thickn*«»: 1-3/4in«h*s this section with minimum three years ofexperienoe� 1 Applications: Interior g|ozinQunless otherwise indiooted C Backing Water-resistant owwwn�m �mwtmct�mmw*�mmm�wm 2O1 STOREFRONT � � C Interior Doors, Fire-Rated: Grade: ANSI Level physical B Model B. HardwareEmployArchihy��una| �onnu|Lan� in 2. GlassT AnnealedO (� C1396/C1396M; sizest» mi»imumjoi»�oi» e»daoq«ore � . . ' Personnel: Type; float glass. place; cut. of 1, given It eardithinae fullFireAaindicutodonOoormnd FrameSohedu|e testedinanunndanomwhh A. AJuminum-FnymedS�or�fn�nt Factoryfebrims�ed' fodorY �niehed aluminum �aminQ members - Supplier' 'i -' an '------ Hardware ----'-' '(AHC) to assist- ' ' � ^ ^ ` 1. Application: ym�km|nu�aoeubehind�hino*texceptinwe� =n�=�the flush. Rating: Chriettather F. wewmmw/ this uecvw,� Tint tile, areas. ,"=*°~�e= The um�=°=�pand UL1OC [poo�vepreasu�") Attach�»a ��ng |e��toeach�rmr�tedun� withand 3. Clear. wwmw*�w�"�mm�wwn*msmn � infill, 1.04 DELIVERY, STORAGE, ANDHANDL|NG 1/4nominal. 2. Ty�eXThickneao� �8inuh� speodlo vapid nomad herein II 2.03 STEEL FRAMES 1. Glazing Rabbet: For 1 inch insulatingg�zing� 4. Thickness: inch, other�~~~ A Package hardware items individually; label and identify each package with door opening code prohlbited without expressed wanton B N1ono|�hic|ntehorgmfm� 3. Edges: Tapered. *�»� A. General: 2. GlazingFor1/4inohmono|ithicQ|azing A. Glazing: w�m�,wwow�w�wnp �w*�mnmw�� Rabbet: � to match hardware schedule.Dimensions: D Ceiling Board: Special sag resistant gypsum ceiling i ng b000d an defined in ASTM C1396/C1386K , 1. Comply with the requirements ofgrade specified for ooneopondingdoor, ANSI A25O,8Level 3. Glazing Position: Centered �mnttobeck). 1.05 WARRANTY 1. Applications: sizes tominimize joints inplace; ends square cut. 3 Doors: 16 gage frames, Frames for Wood Doors: Comply with frame requirements 4� Vertical Mullion 2 inches wide by 4-1/2 inches deepa. Glazed lites in doors A. Grade 1: Provide 1Oyear warranty for door closers. 1. Application: Ceilings, un|eus otherwise indicated. specified in ANSI A25U.8for Level 2, 16 gage. 5. Finish: Class I natural anodized. b. Glazed sidelights todoors. 2.01 DOOR HARDWARE GENERAL 2 Thickness: 1/2 inch, unless indicated. 2 Finish: Supehorpe�onnanuoor�aniouoa�ngCo|or� C|ear - oOMhor|ooaUonanequinadbyepp|�ab|ofedena|. �aha. and |omduudosandnegu|a�ona. � � � ' � A Provide all hardware specified or required to make doors fully functional, compliant with 3. Edges: Tapered. 3. Provide modorguard boxes for hardware cu�outainframes 1obeinstalled inmasonry orto a. Funtnryfinisha|| ou�aoeothmtwi|| boexpoaedinoomp|etedaeaemb|imad Other|ooadonai�dica$y�ondnawing�� applicable oodeo, and secure to the extent indicated as indicated in the Construction E. Exterior Sheathing Board. Sizes to minimize joints in place; ends square cut. be grouted. b. Coat concealed metal surfaces that will be in contact with cementitioua materials or 2. GlassType: fullytempered or laminated oafetyglass oaspecified. Documents. 1. Application: Exterior sheathing, unless otherwise indicatod 4. Frames iny@oaonryVVa||a: Size bzsuit masonry cousingwith head member 4inches high ho dissimilar metals with bituminous pmin1 B ProvideaUitemuofeainQ|�typeoftheaomemod*| bytheeomomanufmdurar� 3� Tin�� C\ear� 2. GlassW1atFoced (�|aaamatf�oadgypau- substrate aadefined inASTyN units,fiUopening without nu�ingmaoonryunlessnob�dothemviyeondmwingo 6. Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted and B. 4. Thickness: 1/4 nominal. UnlessoUadothenwium Sheathing: ''' C. Provideproduotethatuomp|yvviththefoUmwing� inch, � C1177/C1177yN. 5. Frames Wider than 48 Inches: Reinforce with steel channel fitted tightly into frame head, secured; preparedto receive anchorsand hardware; fasteners and attachments concealed 2.05 PLASTICF|LKAS 1. Applicable provisions of federal, state, and local oodea 3. Regular Board Thickness: 5/8 inch unless otherwise indicated. flush with 0op� from view; reinforced as required for imposed loads. � A. Plastic Film: Mylar 2. ADAStandandoforAcneauibkatype. 4. Edges: Square. B. Exterior Door Frames: Face we|dod, seamless with joints filled. Galvanizing: All components 7. Construction: Eliminate noises caused by wind and thermal movement, prevent vibration Design. 1. Application: Locationsaoindioated on drawings. � hot-dipped zinc-iron alloy-coated ina�onndanm* wi�hASTK8with hannonice andpnevent"�mck�fecf' inin�*ma| 3. ANS|/|CC A1171. American National Standard forAccesuib|* and Usable Buildings and F. Exterior Soffit Board: E�ehorgypsum ao�tboard aode�nedinAGTNYC139G/C139G[N; sizes A653/A653M, . spaces. 2. Tint: Aoindicated ondnawinQo tominimizei toi | � �� Facilities. � ]mn npaoe� oquanaou AGO��F1DOooa�ng� VVoo�mr�rpping� S�pan�e. mee �entonO8710O� 8� System Internal Drainage: Oraintotheoxtehorbymoanaofa ��ePdminaQmn*�mr� mny � VER|F|�AT|ONDFCONO|T| - S joints place; ends `. C. Frames,|ntohorDoor Non-Fire-Rated: Knock-downtype water entering joints, condensation occurring in glazing channel, and migrating moisture 4. Applicable provisions ofNFp�\ 1O1. Life Safo�Code. 3.01um 1. Application: Ceilings and s�fitoinprote�odextehoraeea. unless othewvioeindicated. nj withinsystem. 5. Fire-Rated Doors: NFPA 80. A. Verify that openings for glazing are correctly sized and within ho|*rancam' including those for 2 At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly; if D. Interior Door Frames, Fire-Rated: Knock-down type. Fire Rating: Same as door, labeled. occurring size, squareness, and offsetsatoorners - � ' 204 ACCESSORY MATERIALS 9. Expansion/Contraction: Provide for expansion and contraction within system components G. AUHardware onFim+Ro0odDoors: Li�mdand daoaifiedbyULuasuitable for the purpose � notou1edaomemb|yiuindinated. uaoTypoX A Louvers: Roll formed steel with overlapping frame; finish same as door components; caused by cycling temperature range of 170 degrees F over a 12 hour period without specified and indicated. B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may 3. RegularType Th i k«e�y� 1/2 inch, unlessotherwise indicated. impede moisture movement, weeps are clear, and support framing ioready to receive glazing factory-installed. naumingdethmenta| ��e��tooymtenconpon�nto' anchorages, and other building elements7, Hardware for Smoke and Draft Control DoorsProvide hardware that enables door assembly system. 4. Edges: Tapered. 1 |nFire-Rated Doors: UL-listed fusible link louver, same rating aadoor. 10. Movement: Allow for movement between storefront and adjacent construction, without to comply with air leakage requirements of the applicable code. C. Proceed glazing system installation only after unsatisfactory conditions have been 204 ACCESSORIES damogetocomponents ordeterioration ufaea|a� O� Products �*quirinQE|ectrioo| Cunnm�iun� Listedandduaoifi�dbyULuoauitmb|efor �hn A. Acoustic ASTM CGG5' preformed glass fiber,fhotionfit h/pe' unfoced Thickness: 3 Cu )2 Style: Standard atroights|otb|ado corrected.11. Perimeter Clearance: Minimize space between framing members and adjacent cono1rudimn PurPoueaPenifiedandindicoted. inch or as indicated on drawings 3. Louver FmoArea: 5O percent. 3.02 PREPARATIONwhi|eoUovvingexpe�ed movement. O. Function: Lock and latch function numbers and descriptions of manufactures series as as B. Water-Resistive Barrier: As specified in Section 07 2500. 4. Fasteners: Concealed ho�enecu. A� �|man contact surfaces with appropriate solvent and wipe dry immediately before glazing. U B� Performance Requirements: shown onthe drawings. C. Finishing Accessories: ASTM 01047, galvanized steel orrmUedzinc, unless noted otherwise. B. Glazing: Aaupec�iedinSecdonO8. Remove cootingmthat are not�ghUybonded toaubatnotea� 1. Wind Loads: Design and size components to withstand the specified load requirements all 1. Types Aadetailed urrequired for finished appearance. C. Removable Stops: Formed sheet steel, mitered corners; prepared for countersink style tamper B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. without damage or permanent set, when tested in accordance with ASTM E330/E330k . ng*o, ny , requiredproperp ; pvQ proof screws. 2. Special Shapes: In addition to conventional corner bead and control joints, provide U-beadCO of componentsg pconnection. MIM I atexposed panel*dgeo D. Astragals for Double Doors: Specified inSaudonOO. Exterior Doors: 14SAGalvanized Steel, a. Design Wind Loads: Comply with requirements of ASCE 7. F. Finishes: |den�fiedinschedule. 3.03 INSTALLATION, GENERAL 0 Flat. Fire-Rated Doo/e: Steel, shape as required to accomplish fire rating. D. Joint Materials: ASTM C475/C475kand asrecommended bygypsum board manuha�unarfor b. MemberDeflection: Limit memberdeflectionto flexurelimit ofglass inonydineotion. with A� |nmtaU glazing in compliance with written inotru��iono of glass, gaskets, and c�her glazing p��eo1oondi conditions. 111.111E� Grout for Frames: Portland cement grout of maximum 4-inch slump for hand troweling; thinner full recovery of glazing materials. mot�ria| manuhs��ures' un��am more stringent r�quinemento ere in�iceted ino|uding thone in0 pumpable grout is prohibited. glazing referenced standards, 1 Tape: 2 inch vide' coated glass fiber tape for joints and corners, except as otherwise 2. Water Penetration Resistance: No uncontrolled water on interior face, when tested in SECTION 08 8000 - GLAZING indicated. 0- F Silencers: Resilient mbberorvinyl, ��ed into drilled hole; 3 on strike side of single door, 3 on 0) accordance with ASTM E331otpressure di�erentim|of8OOibf�q�. B. 8 . K . Lii center mullion of pairs, and 2 on head of pairs without center mullions. 1.01 SECTION INCLUDES instructions. 2. Tape: 2inch wide' creased paper tape for joints and oornem' except e»othemiseindicated. 3. Air Leakage: Maximum of 0.06 cu ft/min/sq ft of wall area, when tested in accordance with , G. Temporary Frame 8pnymdera� Provide for all fadnry-orshop-assembled fremoa A� Insulating glass � �eody Ready-mixed vinyl-based ba�nd�ointcompound� ASTM E283 ot8 27 pounds per square foot pressure differential across aaoomb|y. C Oo not oxooed edgo pressures amund perimeter of glass |ito� aa otipu|ated hy glass 4 Powder-type vinyl-based CI 2.05 FINISH MATERIALS 2.02 COMPONENTS B. Glazing units. manufacturer. APrimer: Rust-inhibiting. complying with ANSI A2501O. door manufacturer's a1endo»d C� Plasticfilms. D. Set glassritesof system with u»iformPuUe pattern, bow, aimi!orcharacteristics. 5� Chemical hardening type compound. � � 0 A A|uminumFnumingKmmbemuuaroumnumomoona thermallyroenvneroraonon C[ B Bituminous Coating; Asphalt emulsion »rother high'bui|d water-resistant, resilient coating. insulated from exterior' drainage holes and internal weep drainage system. 1.02 SUBMITTALS E Set glass rites in proper orientation sothat coatings face exterior orinterior aa indicated E. High Build Drywall Surfacer: Vinyl acrylic latex-based coating for spray application, designed t» take the place of skim coating and separate paint primer in achieving Level 5 finish. 3.01 EXAMINATION 1 Framing members for interior applications need not bethermally broken. A. Product Data onInsulating Glass Unit and Glazing Unit Glazing Types: Provide structural, F. Prevent glass from contact with any contaminating substances that may be the result ofCC A. Verify existing conditions before starting work. 2 Provide u compensating head receptor to allow vertical deflection at the head without physical and environmental characteristics, size limitations, special handling and installation construction operations such o«' and not limited 1» the following; weld splatter, fire-»a5ng' F Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Lessthan O-O33 Cill naquimmenbs� plastering, mortar droppings, ek:� inch in Thickness and Wood Members: ASTM C1OO2' self-piercing tapping screws, corrosionB. Vor�ythat opening sizes and tolerances are acceptable. deformingotherfnaminQcumPonenta neuiutant C. Certificate: Certify that products ofthin section meet orexcood specified requirements. 3 O4 INSTALLATION PLASTIC FILM ~= 302 PREPARATION 3. G|mzinQstoPs: F|u»h � - GScrews for Fastening ofGypsum Panel Products toSteel Members from 0O33toO112inch in CD D. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been A |na1�|| p|�odofi|mwithadhmaive' epp|iedinaocordmnce*ithfi|mnonufaoture�uinotruc±iono�A� Coat inside nf�ameoto be installed in masonry orto be grouted, with bituminous coating. prior B Glazing: As specified in Section 08 Thickness: ASTM C854' steel drill screws, corrosion resistant. C� completed inDwnm�sname and registered with manufacturer. 8P|ao�vithoutair bubb|eo' coeooeaorvieib|ediotordon� CO to installation. C. Swing Doors: Glazed aluminum. H Anchorage toSubstrate: Tie wire, nai|a, ouoews, and other metal supports, of type and size to 1.03 QUALITY ASSURANCE C Install film tight perimeter of glass and carefully trim 0m with razor sharp knife. Provide 1/1S 3.03 INSTALLATION 1 Thickness: 1-�4 inches C. � suit application; $u rigidly secure materials in place. A. � A Install in accordance with the requirements of the specified door grade standard and N�AKAK8 2 Top Rail: inches A� p»�om« Work in accordance with GANA (GM), GANA (SM), GANA (L{�RK8)' and |(SK8A inch to 1/8 inch gap at perimeter of glazed panel unless otherwise required. Do not score the I. Exterior Soffit Vents: One piece, perforated, ASTM B221 6063 T5 alloy aluminum, with edge = 0 rCD � � � - � TK�'3OU0fortubriomtionondinsbaUetion glass. 840. -- HN1K8A3. Vertical Stiles: 4-1/2 inchessuitable for direct application to gypsum board and manufactured especially for soffit LI- co 0r wide. B. Manufacturer Company specializing in manufacturing the products specified in 3O5 FIELD B In addition, install 4 Bottom 1Oincheswide � � � application. Providacon�inuouevenL �� ' � � � 1hiunmctionwitbminimumfivoyeamnfmxperience. A. Glass and Glazing product manufacturers to provide field surveillance of the installation of their C. Coordinate frame anchor placement with wall construction. 5. Glazing Stops: Square. C. Installer Qualifications: Company specializing in performing work of the type specified and with products. D Grout frames in masonry oonetmotion, using hand trowel methods; brace frames so that G, Finish: Same as storefront. mtleast five years experience. B. Monitor and report installation procedures and unacceptable conditions. pressure ufgrout before setting will not deform frames, 2.03 MATERIALS 1.04 WARRANTY 306 CLEANING Z �w E. Coordinatein�aUationof � hardware. A. Extruded Aluminum:ASTM B221 (ASTM B221M). A. Insulating Glass Units: Provide a ten (10) year manufacturer warranty to include coverage for A. Remove excess glazing materials from finish surfaces immediately after application using F. Coordinate installation of electrical connections to electrical hardware items. B Sheet Aluminum: ASTM B209 (ASTM B2O9K�) seal fai|ure, interpane dusting or mistingincluding replacement of failed units. solvents or cleaners recommended by manufacturers.{3 Touoh up damaged fo�oryfinieheu C. Fasteners: Stainless steel. B. Laminated Glass: Provide o five (5) y�or manufacturerwarranty to include coverage for B. Remove non-permanent labels immediately after glazing installation is complete -�0�����" �� co IL H. Adjust for smooth and balanced door movement. D. Exposed Flashings: 0.050 inch thick aluminum sheet; finish to match framing membersdelamination, including replacement of failed units. C. Clean glass and adjacent surfaces after sealants are fully cured. 3.04 TOLERANCES E Perimeter Sealant: Aaspecified inSection O7. 201 PERFORMANCE REQUIREMENTS' EXTERIOR GLAZING ASSEMBLIES D. Clean glass on both exposed surfaces just prior to Date of Substantial Completion in Project No: 12382 A. Clearances Between Door and Frame: As specified in ANSI A250.8. F. Glazing Gaskets: Type to suit application to achieve vveather, moisLuro, and air infiltration A. Provide type and thickness of exterior glazing assemblies to support assembly dead |oado, and accordance with glass manufacturer's written recommendations. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner. requirements. to withstand live loads caused by positive and negative wind pressure acting normal to plane of 3.07 PROTECTION Drawn By: DLO 2.04 FINISHES glass. A. After inwta||o1ion, mark pane with an 'X' by using removable plastic tape or paste; do not mark Date Issue A Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating or AAMA 1. Design Pressure: Calculated in accordance with ASCE' heat absorbing or reflective glass units. ������T�(l�� 08 _ ����(������� DOORS PANELS G12clear anodic coating vvithn|eutro|yticeUydeposited organic seal; not less than O.7mils thick. 2. Comply vvithASTyN E1300 for design load resistance of glass type, thickness, dimansio»». B. Remove and replace glass that is damaged during construction period prior to Date of 2���1 FORLLRG�NE�y SECTION 3100 ACCESS & B. Superior Performance Organic Coating System: AAMA 2605 multiple coat, thermally cured m»dma:imum |ot»»a|de�*utionof»uPPo�edQ|aua� Subatanda| 1O1 SUBMITTALS Completion. � polyvinylidenefluoride«ye0m 3. Provide glass edge ouppu�system sufficiently sdfftolimit the lateral deflection ofauppo�ed 3-17-21 FOR PERMIT A. Product Data: Provide sizes, types, finishes, hardware, scheduled |ocatimnu, and details of SECTION 09 2116 GYPSUM BOARD ASSEMBLIES C. Color: Aashown onthe dnavinga� glassedgoutn|oumthan1/175oftheir!mngthsunda/mpmuifieddemi0n |oad� adjoining work. 1,01 SECTION INCLUDES D. Touch-Up Materials: Asrecommended bycoating manufacturer for fie|dmpp|ioatimn 4. Glass thicknesses listed are minimum 201 ACCESS DOOR AND PANEL APPLICATIONS A. Po�onnen000htehofor gypsum board assemblies. 2.05 HARDWARE B. Vapor Retarder and Air Bmrrier Geo|s: pnuvide completed assemblies thut maintain continuity /\. VVaUa. Unless Otherwise Indicated: � barrier.ofbui|dingendnsurevopnrn»��rderand air 8K8*�|�«d»«aUframing. A Door Hardware: Aaindioatedondrawin0u 1. Material: Steel. 1 In conjunction with vapor retarder and joint sealer materials described in other sections. CN1eba|channel ceiling�omi»Q. 2OG FABRICATION � 2. Sire: Aoindioatedonthedrawingooraonecoosarytoo||mweccaaotocnnceo|*ditema. C. Thermal and Optical Performance: Provide glass products with performance properties as D. Acoustic insula tion A. Fabricate components with minimum clearances and shim spacing around perimeter of 3. Standard duty; hingeddour indicated. Performance properties are in accordance with manufacturer's published data as E. Gypsum sheathing . assembly, yet enabling inubaUodonand dynamic movement ofperimeter seal. 4. Tool-operated mphngorcam |uck' no handle. determined with the following procedures and/or test methods: F. Backing board. B. Accurately|nGypsum Board: D�wo|| bead frame with door su�aooflush with wall mu�aoe corners. flush, hairline, weatherproof. 1, Center of Glass U-Value: Comply with NFRC 100 using Lawrence Berkeley National G.Gypsum wallboard, BVVaUoinVV�tAneamE�ehor� C� Prepare components t» receive anchor devices. Fabricate anchors. Lebomtory(LBNL)VV|NDDVV5,2/G.3computer prognarn. HJoint treatment and ecceaaohee. andD. Coat concealed metal surfaces that will be in contact with cementitious materials or dissimilar 1. Material: S0ae|' hot -a|uminum-aUoycuated 2. Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using 1.02 SUBMITTALS metals with bituminous paint. Lawrence Berkeley (LBNL)Size; As indicated on the drawings or as necessary tooUmwaccess to concealed items. E. Arrange fasteners and attachments to conceal from view. � � � A. Product Data: Provide data on metal �oming, gypsum bumrd, aooeeoohes, and joint finishing 3. Standard duty, hinged door. 3. Solar Optical Properties: Comply with NFRC 300 test method� system. F. Reinforce components internally for door hardware. GLASS [NATE�|ALS 4. Tool-operated spring oruom lock; no handle. 2.02B. Product Data: Provide manufacturer's data on partition head to structure connectors, showing G.Reinforce framing members for imposed loads. 5, In Gypsum Board: Drywall bead frame with door surface flush with wall surface A. Float Glass: Provide float glass based glazing unless noted othenwioe� compliance with requirem enCa , H. FinishingApply In Masonry, Tile, Concrete, EIFS or other surfaces: Surface mounted frame with door Touch-up surfaces cut during fabrication so that no natural aluminum is visible in completed 1. Annealed Type: ASTM C1U3G' Type | 'Transparent Flat, Class 1 - U|treC|ee'. Oua|itY-Q3 1.03 QUALITY ASSURANCE surface flush with frame surfaceooeemb|ies. including joint edges. 2. Fully Tempered Safety GlassComplies with ANSI Z97.1 and 16 CFR 1201 criteria. A. Installer Qualifications: Company pany upeoia|izing in performing gypsum board installation and C. Ceilings, Unless otherwise Indicated: Same type as for walls. 3.01 EXAMINATION 3. Impact Remi�mntSafe� Glass: Complies with ANSI Z97 I and 16 CFR 1201 criteria; Class �niahing.vvithminimum�vmyeamofwxpnhonce. 1. Material: Steel. A/Category U . A. er� dimensions, to�rancoa' nndmo�odofa�aohmentwhhot'erwor 2. Material: Steel, hot-dipped zincorzinc-aluminum-alloy coated, for use in wetlocations and4. Tinted Type: ASTM C1 O88. Class 2 - Tinted, Quality-Q3, color and performance 2.01 GYPSUM BOARD ASSEMBLIES � B. V�rUytba�waUopaninQaondacUninin8airondv�poroea| m��ha|narere�dytoneceivewmrkofr � 2 exterior. characteristicsaaindicoted thissection. A. Provide completed assemblies complying with ASTM C840 and GA-216. 3. Size: As indicated on the drawings or as necessary toallow access Voconcealed items. 5. Thicknesses: As indicated; provide greaterthickness as required for exterior glazing wind 3.02 INSTALLATION B. Fire Rated Assemblies: Provide completed assemblies with the following characteristics: load 4. Standard duty, hinged door. 1. UL Assembly Numbers: Provide construction equivalent to that listed for the particular Install wall system in accordance with manufacturer's instructions. B. Laminated Glass: Float g|asa |aminatedin0000rdanme» ithASTN �1172�5 Too\-opemtadspring orcam |uok' no handle. assembly inthe current UL(FRD) B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and 1. Laminated Safety Glass: CompliesvvithANS| ZS7 1 and 1G CFR 1201 test requirementsfor SPECIFICATIONS 2.02 VVALLAND CEILING UNITS other irregularities. � 2.02 METAL FRAMING MATERIALS Category II SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES (CONT D) 2.04 GROUTS affected hangers and related carrying channels to span the extra distance. a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid 3.01 EXAMINATION A. Standard Grout: Any type specified in ANSI A118 6 or A118 7 G. Do not support components on main runners or cross runners if weight causes total dead load Architectural Coatings. solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; to exceed deflection capability. 2. Determination of VOC Content: and calculation in accordance with 40 CFR 59, spot prime after repairs. O E A. Verify that project conditions are appropriate for work of this section to commence. 1. Colors: As shown on the drawings. Testing °°""° 2.05 ACCESSORY MATERIALS H. Support fixture loads using supplementary hangers located within 6 inches of each corner, or Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at O.Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and 3.02 FRAMING INSTALLATION support components independently. project site; or other method acceptable to authorities havingrust. Feather edges to make touch-uppatches inconspicuous. Clean surfaces with solvent. m A. Concrete Floor Slab Crack Isolation Membrane: Material complyingwith ANSI A118.12; not p p y' p J p jurisdiction. g P w A. Metal Framing: Install in accordance with ASTM C754 and manufacturers instructions. Prime bare steel surfaces. I. Do not eccentrically load system or induce rotation of runners. D. Flammability: Comply with applicable code for surface burning characteristics. m intended as waterproofing. co m B. Suspended Ceilings and Soffits: Space framing and furring members as permitted by standard. m J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with E. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected P. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal �, r `o 1. Laterallybrace entire suspension system. 1. Thickness: 20 mils, maxima knots, pitch streaks, and sappysections with sealer. Fill nail holes and cracks after has �r p Y other interruptions. Use longest practical lengths. Overlap and rivet corners. later by Architect from the manufacturer's full line. primer0 .d• x 2. Crack Resistance: No failure at 1/16 inch gap, minimum. dried; sand between coats. Back prime concealed surfaces before installation. o � 2. Install bracing as required at exterior locations to resist wind uplift. F. Colors: As indicated on drawings cc o 0 G. Studs: Space studs at 16 inches on center. B. Backer Board: Coated glass mat type complying with ASTM C1178/C1178M; inorganic Q.Interior Wood Surfaces to Receive Transparent Finish: Wipe off dust andgritprior to sealing, :;` p 3.03 INSTALLATION -ACOUSTICAL UNITS p p �'^0 0 fiberglass mat on both surfaces and integral acrylic coating vapor retarder. seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer at 0 1. Extend partition framing to height indicated on drawings. A. Install acoustical units in accordance with manufacturer's instructions. 2.03 PAINT SYSTEMS- EXTERIOR N C. Mesh Tape: 2 inch wide self-adhesive fiberglass mesh tape. has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25 w rf 2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in B. Fit acoustical units in place, free from damaged edges or other defects detrimental to A. All Exterior Concrete and Masonry Surfaces Indicated to be Painted, Unless Otherwise with thinner. .- to N accordance with manufacturer's instructions. D. Trowelable Leveling and Patching Compounds: Latex-modified. portland cement-based percent �,• appearance and function. Indicated: Including concrete, concrete masonry, and cement board. a , car product provided by manufacturer of tile-setting materials. R. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal < Q to 3. Partitions Penetrating Ceiling, not Terminating at Structure: Brace top track securely to C. Fit border trim neatlyagainst abuttingsurfaces. 1. Preparation as specified bymanufacturer. �' g p p knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking compound c„ (,} c„ structure at 48 inches on center, unless otherwise indicated. D. Install units after above-ceiling work is complete. 2. Two top coats and one coat primer recommended by manufacturer. after prime coat has been applied. Back prime concealed surfaces before installation. 4. Partitions Terminating at Structure: Attach top runner to structure, maintain clearance 3.01 EXAMINATION between topof studs and structure, and connect studs to track usingspecified mechanical A. Verify that subsurface and preparations by others are in accordance with ANSI A108.01 E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents. 3. Top Coat(s): MPI Exterior Latex(MPI # 10, 11, 15, 119, 214). S. Wood Doors to be Field-Finished: Seal wood door top and bottom edge surfaces with clear p F. Cutting Acoustical Units: Make field cut edges of same profile as factory edges. Double cut and 4. Primer On Concrete and Concrete Masonry: One heavy coat latex block filler (100 percent sealer. la m devices in accordance with manufacturer's instructions; verify free movement of top of stud B. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of field paint exposed reveal edges. acrylic)squeegeed into pores. T. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces. connections, do not leave studs unattached to track. work and are ready to receive tile. CL, EM D. Openings: Reinforce openings as required for weight of doors or operable panels, using not C. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, G. Where round obstructions occur, provide preformed closures to match perimeter molding. B. Wood, Opaque, Latex, 3 Coat: less than double studs at jambs. are dust-free, and are ready to receive tile. H. For rated ceiling assemblies, install hold-down clips on each panel to retain panels tight to grid 1. One coat of latex primer sealer. 3.03 APPLICATION 0 la E. Standard Wall Furring: Install at concrete and masonry walls scheduled to receive gypsum D. Verify that sub floor surfaces are dust free and free of substances that could impair bonding of system; comply with fire rating requirements. 2. Semi-gloss: Two coats of latex enamel; MPI# 11. A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical �` WPM I. Install hold-down clips on panels in entrance vestibules, within 20 ft of an exterior door, and C. Gypsum Board and Plaster, Opaque, Latex, 3 Coat: components andpaint separately.board, not more than 4 inches from floor and ceiling lines and abutting walls. Secure in place setting materials to sub-floor surfaces. YPP p Y on alternate channel flanges at maximum 24 inches on center. E. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture where indicated. 1. One coat of latex primer sealer. B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeks ig 1. Orientation: Vertical. emission rate and alkalinity; obtain instructions if test results are not within limits recommended 2. Flat: Two coats of latex; MPI # 10. after installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks. 2. Spacing: As indicated. by tile manufacturer and setting materials manufacturer. 3.04 TOLERANCES D. Ferrous Metals, Unprimed, Latex, 3 Coat: C. Apply products in accordance with manufacturer's instructions. F. Blocking: Use sheet metal backing secured to studs. Provide blocking for support of wall F. Verify that required floor-mounted utilities are in correct location A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet. 1. One coat of latex primer. D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is cabinets, toilet accessories, hardware, opening frames, and other wall mounted items requiring 3.02 PREPARATION B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees. 2. Semi-gloss: Two coats of latex enamel; MPI# 163. applied. secure attachment. A. Protect surrounding work from damage. E. Ferrous Metals, Primed, Latex, 2 Coat: E. Apply each coat to uniform appearance. 1. Use wood blockingsecured to studs for plumbingfixtures, toilet partitions, grab bars, F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many e, B. Vacuum clean surfaces and damp clean. 1. Touch-up with rust inhibitive primer recommended by top coat manufacturer. -e ;7 handrails and other items indicated on the drawings to be supported with wood blocking. coats as necessary for complete hide, x C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable SECTION 09 9000 - PAINTING AND COATING 2. Semi-gloss: Two coats of latex enamel; MPI# 163. - �2 ``"..- 3.03 ACOUSTIC ACCESSORIES INSTALLATION flatness tolerances. 1.01 SECTION INCLUDES F. Galvanized Metals, Latex, 3 Coat: G.Sand wood and metal surfaces lightly between coats to achieve required finish. = � k A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and aroundH. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior L , "`' :^ o. `" 9D. Install tile backer board in accordance with GA-216 and manufacturer's instructions, using A. Surface preparation. 1. One coat galvanize primer, "" s N electrical and mechanical items within partitions, and tight to items passing through partitions. corrosion-resistant bugle head drywall screws. Bed fiberglass self-adhesive tape at all joints to applying next coat. H ,,. 3.04 BOARD INSTALLATION and corners with material used to set tiles. B. Field application of paints, stains, varnishes, and other coatings. 2. Semi-gloss: Two coats of latex enamel; MPI# 163. I. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain " ,.� 7--- C. - C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and before set. Wipe excess from surface. J A. Comply with ASTM C840, GA-216: and manufacturer's instructions. Install to minimize butt end 3,03 INSTALLATION GENERAL unless otherwise indicated, including the following: 2.04 PAINT SYSTEMS - INTERIOR .T at; `-""""- joints, especially in highly visible locations. A. Install tile andgrout in accordance with applicable requirements of ANSI A108.1 through J. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed '.,, -, ,..: of pp q 9 ,. 1. Exposed surfaces of steel lintels and ledge angles. A. All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum prior to finishing. .,) B. Single-Layer Non-Rated: Install gypsum board perpendicular to framing, with ends and edges A108,13, manufacturer's instructions, and TCA Handbook recommendations. 2. Prime surfaces to receive wall coverings. board, concrete, concrete masonry: brick,wood, plaster, uncoated steel, shop primed steel, and ' „ occurring over firm bearing. B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings. '" 1. Exception: Tapered edges to receive joint treatment at right angles to framing. C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases 3. Mechanical and Electrical: galvanized steel. , C. Double-Layer Non-Rated: Usegypsum board for first layer, placedparallel to framingor furringneatly. floorjoints. a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated and 1. Two top coats and one coat primer. SECTION 10 4400 - FIRE EXTINGUISHERS Y Y AlignJ exposed ducts, hangers, brackets, collars and supports, mechanical equipment, and 2. Primer(s):As recommended by manufacturer of top coats. members; with ends and edges occurring over firm bearing. Use glass mat faced gypsum D. Place the joints uniform in width, subject to variance in tolerance allowed in tile size. Make Design and construction documents as 1 J 1.01 REFERENCE STANDARDS ria,u�w .or«r+no.ar*gv.nr+oaRrrar+a Y perpendicular grout joints without voids, cracks, excess mortar or excess grout, or too little grout. electrical equipment, unless otherwise indicated. B. Medium Duty Door/Trim: Metals&wood. board at exterior walls and at other locations as indicated. Place second layer er endicular to and remake the property of Christopher F. framingor furringmembers. Offset of second layer from of first layer. b. In finished areas, paint shop-primed items. 1. Medium duty applications include doors, door frames, railings, handrails, guardrails, and A. NFPA 10- Standard for Portable Fire Extinguishers; 2013. Wake,Arohleot The useof this dsspnend jointsY jointsY E. Form internal angles square and external angles bullnosed. D. Fire-Rated Construction: Install c. On the roof and outdoors, paint all equipment that is exposed to weather or to view, balustrades B. UL (FPED) - Fire Protection Equipment Directory; Underwriters Laboratories Inc.; current Mese oonatructondoamantafor moose gypsum board in strict compliance with requirements of F. Install non-ceramic trim in accordance with manufacturer's instructions. pp other then the speedo prgpetfamed harsh le assembly listing. except that which is factory-finished. 2. Two top coats and one coat primer. edition. strictly prmeatsd without expressed written 1. Install tile expansion joints at 16 to 20 foot intervals, unless otherwise noted. D. Do Not Paint or Finish the FollowingItems: consent of Christopher F. Martie.ArcNteot E. Exterior Sheathing: Comply with ASTM C1280. Install sheathing vertically, with edges butted 3. Top Coat(s): MPI High Performance Architectural Interior Latex; MPI #139,140, 141. G. Sound tile after setting. Replace hollow sounding units. 1.02 SUBMITTALS tight and ends occurring over firm bearing. 1. Items fully factory-finished unless specifically so indicated; materials and products having 4. Semi-Gloss: MPI gloss level 5, use this sheen, unless noted otherwise. H. Keep control and expansion joints free of mortar, grout, and adhesive. factory-applied rimers are not considered facto finished. A. Shop Drawings: Indicate cabinet physical dimensions, wall bracket mounted measurements. F. Exterior Soffits: Install exterior soffit board perpendicular to framing, with staggered end jointsp factory 5. Primer(s):As recommended by manufacturer of top coats. 9 p Y 1. Prior to grouting, allow installation to completely cure; minimum of 48 hours. and location. over framing members or other solid backing. 2. Items indicated to receive other finishes. C. Dry Fall: Metals; exposed structure and overhead-mounted services, including shop primed G. Cementitious Backing Board: Install over steel framing members and wood framing members J. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated. 3. Items indicated to remain unfinished steel deck, structural steel. metal fabrications, galvanized ducts, galvanized conduit, and B. Product Data: Provide color and finish and extinguisher type and capacity. where indicated, in accordance with ANSI A108.11 and manufacturer's instructions. K. At changes in plane and tile-to-tile control joints, use tile sealant instead of grout, with either 4. Fire rating labels; equipment serial number and capacity labels, and operating parts of galvanized piping. H. Installation on Metal Framing: Use screws for attachment ofgypsum board except face layer of bond breaker tape or backer rod as appropriate to prevent three sided bonding. equipment. 1. Shopprimer byothers. 1.03 FIELD CONDITIONS p Y non-rated double-layer assemblies. which may be installed by means of adhesive lamination. 3.04 INSTALLATION- FLOORS-THIN-SET METHODS 5. Floors, unless specifically so indicated. 2. One top coat. A. Do not install extinguishers when ambient temperature may cause freezing of extinguisher I. Installation on Wood Framing: For rated assemblies, comply with requirements of listing A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry-set 6. Glass. 3. Top Coat: MPI Latex Dry Fall; MPI #118, 155, 226. ingredients. authority. For non-rated assemblies, install as follows: or latex-Portland cement bond coat,with standard grout, unless otherwise indicated. Y 7. Concealed pipes, ducts, and conduits. 4. Flat: MPI gloss level 1; use this sheen, unless noted otherwise. 1. Single-Layer Applications: Screw attachment. 1. Where waterproofing membrane is indicated, install in accordance with TCNA (HB) Method D. Transparent Finish on Wood, Unless Otherwise Indicated: 2.01 FIRE EXTINGUISHERS J. Curved Surfaces: Apply gypsum board to curved substrates in accordance with GA-226. F122, with latex Portland cement grout. ppY 1.02 DEFINITIONS 1. Stain: MPI Semi-Transparent Stain for Wood; MPI #90. A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable K. Moisture Protection: Treat cut edges and holes in moisture resistantgypsum board and 2. Where crack suppression membrane is required by this section, install in accordance with codes, whichever is more stringent. 9 A. Conform to ASTM D16 for interpretation of terms used in this section. 2. Top Coat(s): MPI Clear Water Based Varnish, MPI #128, 129, 130. g TCNA Handbook Method F125. exterior gypsum soffit board with sealant. 3. Satin: MPl gloss level 4; use this sheen, unless noted otherwise. 1. Provide extinguishers labeled by UL for the purpose specified and indicated. 3.05 INSTALLATION-WALL TILE 3.05 INSTALLATION OF TRIM AND ACCESSORIES 1.03 REFERENCE STANDARDS E, Wood, Opaque: Latex, 3 Coat: B. Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gage. A. Control Joints: Place control joints consistent with lines of building spaces and as follows: A. Over exterior Concrete and Masonry Previously coated or otherwise unsuitable for direct 1. Class: 4A-80B:C. application: Metal Lath and Two-coat application, TCNA W201. A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for 1. One coat of latex primer sealer. 1. Space in accordance with ASTM C840 and as indicated. Architectural Coatings; U.S. Environmental Protection Agency; current edition. 2. Semi-gloss: Two coats of latex enamel; MPI#54. 2. Size: 10 pound. B. Over exterior Concrete and Masonry - Suitable for direct application: Direct application; TCNA 2. Not more than 30 feet apart on walls and ceilings over 50 feet long. W202E. B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; F. Concrete/Masonry, Opaque, Latex, 3 Coat: 3. Finish: Baked polyester powder coat, red color. 3. At exterior soffits, not more than 30 feet apart in both directions. C. Over exterior Framed Walls: Wall sheathing, weather barrier, cementitious backer board, and 2012. 1 One coat of block filler. 4. Where partition, wall or ceiling traverses a construction joint(expansion, seismic, or building direct application; TCNA W244E. C. ASTM D4442- Standard Test Methods for Direct Moisture Content Measurement of Wood and 2. Flat: Two coats of latex enamel; MPI #53, 2.02 ACCESSORIES tilli) control element) in the base building structure. D. Over coated glass mat backer board on studs, install in accordance with TCNA (HB) Method Wood-Base Materials; 2007. G.Ferrous Metals, Unprimed, Latex, 3 Coat: A. Extinguisher Brackets: Formed steel, chrome plated. 5. Where floor supported partition adjoins ceiling supported structures. W245 1. One coat of latex primer. B. Graphic Identification: Fire Extinguisher. B. Corner Beads: Install at external corners, using longest practical lengths. E. Over gypsum wallboard on wood or metal studs install in accordance with TCNA (HB) Method 1.04 SUBMITTALS 2. Semi-gloss. Two coats of latex enamel; MPI# 153. U C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials. W243, thin-set with dry-set or latex-Portland cement bond coat, unless otherwise indicated. A. Product Data: Provide complete list of all products to be used, with the following information for H, Ferrous Metals, Primed, Latex, 2 Coat: 3.01 EXAMINATION D. Exterior Soffit Vents: Install according to manufacturer's written instructions and in locations 3.06 CLEANING each: 1. Touch-up with latex primer. A. Verify existing conditions before starting work. MOM 23 indicated on the drawings. Provide vent area specified. A. Clean tile andgrout surfaces. 1. Manufacturer's name, product name and/or catalog number, and general product category B. Verifyopeningscorrectly �„� 2. Semi-gloss: Two coats of latex enamel; MPI# 153. rough for cabinet are sized and located. 3.06 JOINT TREATMENT 3.07 PROTECTION (e.g. "alkyd enamel"). A. Glass Mat Faced Gypsum Board and Exterior Glass Mat Faced Sheathing: Use fiberglassjoint 2. MPIproduct number(e.g. MPI#47) I. Galvanized Metals, Latex, 3 Coat: W Ypg A. Do notpermit traffic over finished floor surface until mortar andgrout have adequately cured. q Y 1. One coat galvanize primer. 3.02 INSTALLATION 0 bedded and finished with chemical hardening type joint compound. 3. Cross-reference to specified paint system(s) product is to be used in, include description of 2. Semi-gloss: Two coats of latex enamel; MPI# 153. A. Supply and install (QUANTITY BASED ON 1 EXTINGUISHER PER 3,000 S.F. FLOOR AREA a B. Paper Faced Gypsum Board: Use paper joint tape, bedded with ready-mixed vinyl or each system. AND NOT MORE THAN 75'TRAVEL DISTANCE FROM ANY POINT TO AN EXTINGUISHER) +I3. powder-type vinyl for interior applications, and chemical hardening type for exterior or wet B. Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches in size, illustrating J. Gypsum Board/Plaster, Latex, 3 Coat: la locations, and finished with matchingjoint compound. SECTION 09 5100 - ACOUSTICAL CEILINGS 1. One coat of latexprimer sealer. fire extinguishers. r p range of colors available for each finishing product specified. B. Final location shall be directed by the authority having jurisdiction. C. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 1.01 ADMINISTRATIVE REQUIREMENTS 1. Where sheen is specified, submit samples in only that sheen. 2. Eggshell: Two coats of latex enamel; MPI # 52. d K. Fabrics/Insulation Jackets, Alkyd, 3 Coat: C. Install in accordance with manufacturer's instructions and secure rigidly in place. < 1. Level 5: Walls and ceilings to receive semi-gloss or gloss paint finish and other areas A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, 2. Where sheen is not specified, discuss sheen options with Architect before preparing Y 0specifically indicated. sufficient heat is provided, dust generating activities have terminated, and overhead work is samples, to eliminate sheens definitely not required. 1. One coat of latex primer sealer. D. Place extinguishers on wall brackets, unless noted otherwise. tr 2 Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise completed, tested, and approved. C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 2. Flat: Two coats of alkyd enamel; MPI #49. W indicated. B. Do not install acoustical units until after interior wet work is dry. 1. Extra Paint and Coatings: 1 gallon of each color and type; store where directed. Cal Q 3. Level 3: Walls to receive textured wall finish. 2. Label each container with color, type, texture, and room locations in addition to the 2.05 ACCESSORY MATERIALS 4. Level 2: In utility areas, behind cabinetry, and on backing board to receive tile finish. 1.02 SUBMITTALS manufacturer's label. A. Accessory Materials: Provide all primers, sealers, cleaning agents; cleaning cloths, sanding 0 5. Level 1: Wall areas above finished ceilings, whether or not accessible in the completed A. Product Data: Provide data on suspension system components and acoustical units. materials, and clean-up materials required to achieve the finishes specified whether specifically construction. B. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1.05 QUALITY ASSURANCE indicated or not; commercial quality. < W Z D. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to 1. See Section 01 - Product Requirements, for additional provisions. A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, B. Patching Material: Latex filler. < 0 N receive finishes. 2. Extra Acoustical Units: Quantity equal to 5 percent of total installed. with minimum three years experience. C. Fastener Head Cover Material: Latex filler. U. _ 0 N. 1. Feather coats of joint compound so that camber is maximum 1/32 inch. B. Applicator Qualifications: Company specializing in performingthe type of work specified with N z 0 pp p Y p 9 Yp p E. Where Level 5 finish is indicated, spray apply high build drywall surfacer over entire surface minimum three years experience. 3.01 EXAMINATION to cr 1.03 QUALITY ASSURANCE after joints have been properly treated; achieve a flat and tool mark-free finish. Z o A. Fire-Resistive Assemblies: Complete assembly listed and classified by UL for the fire resistance A. Do not begin application of coatings until substrates have been properly prepared. Q d F. Fill and finish joints and corners of cementitious backing board as recommended by indicated. 1.06 DELIVERY, STORAGE,AND HANDLING B. Verify that surfaces are ready to receive work as instructed by the product manufacturer. I- ► C] manufacturer. Z B. Installer Qualifications: Company specializing in the installation of the products specified in this A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any Z .► Q 3.07 TOLERANCES section with minimum three years experience. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand condition that may potentially affect proper application. = Cl) J A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet code, coverage, surface preparation, drying time, cleanup requirements, color designation, and D. Test shop-applied primer for compatibility with subsequent cover materials. til N) ~ in any direction. 1.04 FIELD CONDITIONS instructions for mixing and reducing. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes Q 0 co A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidity of 40 percent C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 unless moisture content of surfaces are below the following maximums: m D. priorto, during, and after acoustical unit installation. degrees F, in ventilated area, and as required by manufacturer's instructions. 1. Gypsum Wallboard: 12 percent. SECTION 09 3000 - TILING 2. Plaster and Stucco: 12 percent. NOM Na 1 6339 1.01 ADMINISTRATIVE REQUIREMENTS 2.01 ACOUSTICAL UNITS 1.07 FIELD CONDITIONS 3. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of A. Acoustical Units - General: ASTM E 1264, Class A. Refer to drawings for products. Units for A. Do not apply materials when surface and ambient temperatures are outside the temperature 4. Interior Wood: 15 percent, measured in accordance with ASTM D4442. Drawn By: DLC this section; require attendance byall affected installers. Installation in Fire-Rated Suspension System: Listed and classified for the fire-resistive ranges required by the paint product manufacturer. q P Y 5. Exterior Wood: 15 percent, measured in accordance with ASTM D4442. 1.02 SUBMITTALS assembly the suspension system is a part of. B. Follow manufacturer's recommended procedures for producing best results, including testing of Does 2-23-21 A. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. substrates, moisture in substrates, and humidity and temperature limitations. 3.02 PREPARATION FOR U..REVEYY Include instructions for using grouts and adhesives. 2.02 SUSPENSION SYSTEM(S) C. Provide lighting level of 80 ft candles measured mid-height at substrate surface. A. Clean surfaces thoroughly and correct defects prior to coating application. B. Samples: Mount tile and apply grout on two plywood panels, minimum 18 by 18 inches in size A. Manufacturers: Same as for acoustical units or acceptable by the acoustical unit manufacurer. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best 3-17-21 FOR PERMIT illustrating pattern, color variations, and grout joint size variations. B. Suspension Systems - General: Complying with ASTM C635/C635M; die cut and interlocking 2.01 MANUFACTURERS result for the substrate under the project conditions. C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as A. Provide all paint and coating products from the same manufacturer to the greatest extent C. Remove or repair existing coatings that exhibit surface defects 1. Extra Tile: 2 percent of each size, color, and surface finish combination; but not less than 10 required. possible. D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, sq.ft. of each type. B. Primer Sealers: Same manufacturer as top coats. escutcheons, and fittings, prior to preparing surfaces or finishing. 2.03 ACCESSORIES C. Block Fillers: Same manufacturer as top coats. E. Seal surfaces that might cause bleed through or staining of topcoat. 2.01 TILE A. Support Channels and Hangers; Galvanized steel; size and type to suit application, seismic D. Substitutions: See Section 01 6000- Product Requirements. F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate A. Tile : ANSI A137.1 and as scheduled in the drawings. requirements, and ceiling system flatness requirement specified. and bleach. Rinse with clean water and allow surface to dry. 2.02 TRIM AND ACCESSORIES B. Perimeter Moldings: Same material and finish as grid. 2.02 PAINTS AND COATINGS- GENERAL G.Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or A. Tile Trim: Provide tile shapes in sizes coordinated with field tile unless otherwise indicated. C. Touch-up Paint: Type and color to match acoustical and grid units. A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating, alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium 1. Applications: 1. Where MPI paint numbers are specified, provide products listed in Master Painters Institute phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding a. Open Edges: Bullnose. 3.01 EXAMINATION Approved Product List, current edition available at www,paintinfo.com, for specified MPI metals with a solution of sodium metasilicate after thoroughly wetting with water.Allow to dry. b. Inside Corners: Jointed. A. Verify existing conditions before starting work. categories, except as otherwise indicated. H. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime c. Floor to Wall Joints: Straight base. B. Verify that layout of hangers will not interfere with other work. 2. Provide paints and coatings of a soft paste consistency, capable of being readily and defects after repair. uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and I. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex 2. Manufacturers: Same as for tile. capable of drying or curing free of streaks or sags. patching plaster Make smooth and flush with adjacent surfaces. Wash and neutralize high B. Non-tile Trim: Finish, style and dimensions to suit application unless otherwise indicated, for 3.02 INSTALLATION -SUSPENSION SYSTEM 3. Provide materials that are compatible with one another and the substrates indicated under alkali surfaces. setting using tile mortar or adhesive. A. Install suspension system in accordance with ASTM C636/C636M, ASTM E580/E580M, and conditions of service and application, as demonstrated by manufacturer based on testing J. Insulated Coverings to be Painted: Remove dirt, grease, and oil from canvas and cotton. 1. Applications: Use in the following locations,whether indicated or not: manufacturer's instructions and as supplemented in this section. and field experience. K. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressure a. Open edges of wall tile. B. Rigidly secure system, including integral mechanical and electrical components, for maximum 4. Supply each coatingmaterial in quantityrequired to complete entire project's work from a water. Remove oxidation with acid etch and solvent washing. Apply etchingprimer immediately �I ppY q P p l ppY b. Open edges of floor tile. deflection of 1:360. single production run. following cleaning, ill HI 1, c. Transition between floor finishes of different heights. C. Lay out system to a balanced grid design with edge units no less than 50 percent of acoustical thin, dilutecoatingsor add materials to coatings unless such procedure g 5. Do not reduce; or g nl p oc a is L. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with d. Expansion and control joints, floor and wall. unit size, unless otherwise indicated on drawings. specifically described in manufacturer's product instructions. solvent.Apply coat of etching primer. 2.03 SETTING MATERIALS D. Install after major above-ceiling work is complete. Coordinate the location of hangers with other B. Primers' Where the manufacturer offers options on primers for a particular substrate, use M.Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-PC 2 (hand tool work. rimer categorized as "best"bythe manufacturer. cleaning) (power tool cleaning)followed by SSPC-SP 1 (solvent cleaning). A. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4. p • g or SSPC-SP 3 E. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where 1. Applications: Use this type of bond coat where indicated and where no other type of bond C. Volatile Organic Compound (VOC)Content: N. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld SPEOFICATIONS coat is indicated, carrying members are spliced, avoid visible displacement of face plane of adjacent members. 1, Provide coatings that comply with the most stringent requirements specified in the following; splatter, dirt, and rust. Where heavycoatings of scale are evident, remove byhand wire F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest g p Y g q p g' 9 ""'""" o E o a O LU y 7 05 0N 0 ct K cc 0 O y R (F1-. a: 0._ el 0 0 0 ........, 0 r. ..4. cob SALES I vLo I I I Ica OL N W � M 1 — 2,117 SF ' X ed 0 I:�o I I37 OCC W HALLWAY 1 — " aim 1 ADJ MALL CORRIDOR (NIC) CA/I 1 105 1 �• 2 gg E — — D----- — — — -- _ — - - —' 1 — - — - �— — — _ — 2 3 CA LI. EXIT #2 n ir i r H II 34.0" EGRESS FITTING 4 H _ - H - (AVAILABLE) pROoTMS j . L JL JL JL JL JL JL_ __ _ J 1` ' r • X40 • 4.3 EGRESS � ., (® 50%) \ 107 /Toe I af 21 OCCUPANTS (COMPLIES) r----- �..- _ 'alo I I : A .,41 Aill,l/i:/// .,===_, / 1 L i ANCE .. 116'-A* -- ----J • A A lir // 4A" f A f-. ® r ��( p1AGONP� pts ANG 21 S" i_ Design or�..rvio.construction p ti ments aor r� ♦ ' -j -.j —i FI M 191and rennin 1M property 01 Chri�tOph�r F. ACCESSIBLE 4m is. RESTROOM I — FITTING 17 __� ry 0�00�A` p ® ® i 1 thaw d°a Thedao n of eda deep papoose 101 I __ / h - ROOM 4 — I I I 113 1 I EXIT #1 aother ran 1Thi spa.WOW nared Mersa a tiany written ,.:'�. A 1 1 O6 1 — — ► - - i 141.0" EGRESS =warn orCMofop+rrF Mirka,Antigua _ , / �\ J. / I LI /" 5f!!P �T �� i_-- --1 E • \\\�`\ 0%) ` ItIF 22 OCCUPANTS y I 141.Q" s 4.3" �1 r /� FITTING. V I: ROOM FOYER n n L J (COMPLIES) �` fprizir � _____ •• •• li I5F /`:. FITTING 1 102 1 - '� _ 1: 00 1: — ROOM 3 i 1! 1los1 i__ , r. .' i I I I h� I . r � `- r-. I I 1 I I P t I 1 1 ti`.• f ! L L a L = .:7-- :� y r• •. I-_ 7 1 L J �/ L J n J -_-� r fr. . ___, ./J/ J tir) T. �.,, I r 11- 17 17 1r in T r 7r 1r .. #.. i w 0 r� H H H H H h 3 H h I I . II ll II II II II II 1 � II II II 7 O t J ..1. I I�' - JL JL JL JL. JL - JL JL �'• J I I LI El 24 • l co0 STOCKROOM ACCESSIBLE FITTING ADJ TENANT (NIC) (] / OFFICE I FITTING ROOM 2 ROOM 1 I li v I III 1 104 1 1 105 I Q CL UNI CO I CI J o CeCODE LEGEND LIFE SAFETY PLAN NOTES 11.13 w w ccQ LIFE SAFETY PLAN r `" • GLASS A FIRE EXTINGUISHER LOCATION (REFER FIRE A. EGRESS DOORS TO BE OPERABLE FROM THE INSIDE W/OUT THE USE OF A KEY OR 114- s T-p EXTINGUISHER NOTES) IN 1100 SERIES POTTER ROEMER ANY SPECIAL KNOWLEDGE OR EFFORT. a O N SEMI -RECESSED GAB W/ FLUSH SOLID MTL DOOR MID N N .r—L B. FIRE EXTINGUISHERS SHALL BE CURRENTLY TAGGED BY A LICENSED FIRE EQUIPMENT FE FE SIM 48 AFF TO THE TOP OF CAB W/ INDICATOR SIGN (OR AS 0 Z of REQ'D BY FIRE MARSHALL) OR APPROVED EQUAL. COMPANY. Uco _ cc (PROVIDE WALL MTD ® SIM GOND) C. FOR MAIN ENTRANCE DOORS ONLY, THE PAIR OF DOORS SHALL HAVE ONE KEYED Z Q 0 CYLINDER & WILL RELEASE ALL DOOR LEAFS. OVERHEAD COILING GRILLE SHALL I 3 6 REMAIN FULLY OPEN AND UNLOCKED DURING NORMAL BUSINESS HOURS. IF (g Z Z E�� APPLICABLE. Z Q WALL MTD TACTILE "EXIT" SIGN (REFER A0.21 y _J I 1 ACCESSIBLE GUIDELINES FOR ADD REQUIREMENTS) DBUILDING IS FULLY SPRINKLERED N 1" L — J D. GENERAL SHEET NOTES FIRE EXTINGUISHER NOTES E. FINISH FLOOR ELEVATION @ EACH SIDE OF EXIT DOORS SHALL NOT VARY MORE THAN c0 03 d DOOR MTD TACTILE "NO EXIT" SIGN (REFER A0.21 1/2". DOOR THRESHOLDS GREATER THAN 1/4" IN HT SHALL BE BEVELED WITH A SLOPE NO ACCESSIBLE GUIDELINES FOR ADD REQUIREMENTS) NOT STEEPER THAN 1 IN 2, THRESHOLDS SHALL NOT EXCEED 112" IN HT. A. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. L. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL INFORMATION BASED ON INTERNATIONAL FIRE CODE REQUIREMENTS AND NFPA 10 FOR AN Project N0. 18889 NORMALLY BE PROVIDED BY THE PREMISES' ELEC SUPPLY. IN THE EVENT LIGHT(LOW) HAZARD OCCUPANCY F. REFER ELEC DRAWINGS FOR COMPLETE EMERGENCY & EXIT LIGHTING LAYOUT. prawn BY [ILC B. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN OF POWER SUPPLY FAILURE, AN EMERGENCY ELEC SYSTEM SHALLILLUMINATED EXIT LIGHT (REFER ELEC FOR COMPLETE INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX) AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. LOCATIONS & QUANTITIES AS PROPOSED ARE BASED ON NEPA 10. VERIFY & COORD ® ® EMERGENCY 4 EXIT LIGHTING LAYOUT) Des Issue CODE. FINAL QUANTITIES, LOCATIONS, & INSTALLATION W/ LOCAL JURISDICTION. 2-23-21 FOR LL REVEW C. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED, LABELED & SHALL BE A. AISLES & UNENCLOSED EGRESS STAIRWAYS IN ROOMS &SPACES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS & THAT REQUIRE TWO �I�O OR MORE MEANS OF EGRESS. B. TOTAL FIRE EXTINGUISHERS =2 UNITS l�p Q E EMERGENCY LIGHT (REFER ELEC FOR COMPLETE WITH SECT 2702. B. CORRIDORS: EXIT ENCLOSURES, & EXIT PASSAGEWAYS IN BUILDINGS ALL FIRE EXTINGUISHERS SHALL HAVE A GROSS WEIGHT NOT TO EXCEED 40 LBS & ARE I I EMERGENCY d EXIT LIGHTING, LAYOUT) STORE AREA SUMMARY 3-17-21 FOR PERMIT REQ'D TO HAVE TWO OR MORE EXITS. ON MTD BRACKETS &/OR IN SEMI RECESSED CABINETS SO THAT TOP OF UNIT IS NO I D. EXIT SIGNS SHALL BE ILLUMINATED @ ALL TIMES. C. EXTERIOR EGRESS COMPONENTS @ OTHER THAN THE LEVEL OF EXIT MORE THAN 4'-0"AFFTRAVEL DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS MINE ra= mm START OF ACCESSIBLE PATH OF TRAVEL ROOM NAME AREA OF ROOM E. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM REQ'D TO HAVE TWO OR MORE EXITS. 250'-0" MAX THAT WILL PROVIDE AN ILLUMINATION TIME OF NOT LESS THAN 90 MIN, IN FIRE EXTINGUISHER SIZE & PLACEMENT FOR CLASS A LIGHT HAZARDS. CASE OF PRIMARY POWER LOSS (1011.6.3). M. INT EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECT 1027.1, IN ENTRY ALCOVE 0 SF BUILDINGS REQ'D TO HAVE TWO OR MORE EXITS. • 11,250 SF MAX FLOOR AREA FOR EA FIRE EXTINGUISHER F. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE •••••4DIAGONAL DISTANCE SALES AREA 1,796 SF W/OUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. REFER N. EXT LANDINGS, AS REQ'D BY SECT 1008.1.6 FOR EXIT DISCHARGE • 3.000 SF PER UNIT OF A 1008.1.9 FOR EXCEPTIONS. DOORWAYS IN BUILDINGS REQ'D TO HAVE TWO OR MORE EXITS. 1 • 75' MAX TRAVEL DISTANCE TO EXTINGUISHER FITTING ROOM FOYER / FITTING ROOMS 460 SF G. DOOR HANDLES, LOCK, & OTHER OPERATING DEVICES SHALL BE 0. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A INSTALLED @ A MIN OF 34"ABV FF &A MAX OF 48"ABV FF (REFER A4.4). DURATION OF NOT LESS THAN 90 MINUTES & SHALL CONSIST OF STORAGE • MIN RATED EXTINGUISHER-2A \\ POINT OF EXITSTOCKROOM / OFFICE 361 SF BATTERIES, UNIT EQUIPMENT. OR AN ON-SITE GENERATOR. THE a H. PROVIDE "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN FIRE EXTINGUISHER SIZE & PLACEMENT FOR CLASS B LIGHT(LOW) HAZARDS 1 OCCUPIED" FOR THE MAIN ENTRY(REFER A5.0). ACCORDANCE WITH SECT 2702. REQ'D PANIC HARDWARE LOCATION (OGG LOAD OF 50• UNI-SEX RESTROOM{5) 68 SF I. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY W!SECT 1008.1,9- P EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE SIZE G EXTINGUISHER RATING REQUIRES 30'-0" MAX TRAVEL DISTANCE TO OR MORE PER 1008.1.10) EXTINGUISHER HAL1_YV,AY 95 5F 1008.1.9.12. INITIAL ILLUMINATION THAT IS @ LEAST AN AVERAGE OF 1 FOOT-CANDLE I (11 LUX)&A MIN @ ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED • SIZE 106 EXTINGUISHER RATING REQUIRES 50'-0"MAX TRAVEL DISTANCE TO MERCANTILE J. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ALONG THE PATH OF EGRESS @ FLOOR LEVEL. ILLUMINATION LEVELS EXTINGUISHER OCCUPANCY (41 OCG) ILLUMINATED @ ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE (0.6 LUX)@ THE OF EGRESS IS OCCUPIED. END OF THE EMERGENCY LIGHTING TIME DURATION. A MAX-TO-MIN FIRE EXTINGUISHER SIZE & PLACEMENT FOR CLASS C LIGHT(LOW) HAZARDS TOTAL NET FLOOR AREA 2,780 SF ■ ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. K. THE MEANS EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE @ THE WALKING SURFACE. • REQ'D WHERE ENERGIZED ELEC EQUIPMENT CAN BE ENCOUNTERED THAT WOULD TOTAL GROSS LEASABLE AREA 3,006 SF STORAGE, STOCK, SHIPPING AREAS REQUIRE A NONCONDUCTING EXTINGUISHER MEDIUM OCCUPANCY (2 OCC) ) LIFE SAFETY PLAN , ..-....'...... .....�... . .... ROOM AREA CALCULATIONS ARE BASED ON NET FLOOR AREA) 32' MN, MANEUVERING CLEARANCE NOTES: _ 32' MIN. 1. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404 r TACTILE SIGN NOTES: --- o E 2, ADJUST DOOR CLOSERS SO THAT THE DOOR TAKES AT LEAST 5 SECONDS TO MOVE FROM 90 DEGREE OPEN I \ `� 1. RAISED CHARACTERS SHALL o 0 �'''� uar,:r;Grr:rF�f �T � Sr-"---J POSITION TO 12 DEGREES FROM LATCH (40427.1) I \ � COMPLY WITH 7082 AND SHALL m m .7- 04 8. FIRE DOORS SHALL HAVE N NLIUM OPSMIG FORCE ALLOWABLE BY TIE BULDING AND FRE CODES. OTHER 1 I, BE DUPLICATED IN BRAILLE _� INTERIOR DOORS, 5 POUNDS MAXMM (4042.8) " "� COMPLYING WITH 708.3. RAISED +h CO 0 SLIDING DOOR 4. MANHNERNG CLEARANCES ARE REQUEED AT AUTOMATIC DOORS UNLESS DOOR OPERATION HAS STANDBY - G;'rF - - - as *- POWER AND/OR INCLUDE BREAK-AWAY FEATURE (4042.4) i _ I_ CHARACTERS SHALL 1 ti x oo io ii INSTALLED N ACCORDANCE WITH cu .: a (A) '` _ slI - i, 7032.10, (7032) Cc c FINED DOORI APPROACH - 'I w g 2. BRALLE SHALL BE CONTRACTED 043 O o - - Ef1GHT OF RAISED (GRADE 2) AND SHALL COIPLY E d co 36' MIK I WITH 703.4 ° w FC rei 32` MN. APPROACH I r ��bO I �r�reoAOH _ 1 - 3 CHARACTERS POSITION OF BRAILE 3. BE CN0.1 I [ , I I I �/ ' 1 . FIQ- 703.3.5 FIg. 703.4.4 BELOW THE CORRESPONDNGD 0 - ,_ I- TEXT. IF TEXT IS MULTI-LIED, r� U cv 7:77)0111 _� 1 I I MIN. I I I I - - J I I I I I I- 3 1 \ I BRALLE SHALL BE PLACED BELOW Cg ijj (D) iG) �� ' .. I I I 1 16. \ r' THE ENTIRE TEXT. (705.4.4) DOORWAYS WITHIN DOORS FOLDING DOOR MIK S6 a° I __ 4. PICTOGRAMS SEULL HAVE A FIELD f I w MN. - FEKLFIT OF B INCHES {130 MIfJ F BO CLOSER 6 <;;:;:.' 45 CLEAR WIDTH OF DOORWAYS ,+ . LATCH PROVIDED - >< )7 (C) 1 MINIILSL CHARACTERS AND :. .: ;:�-r r-..a.,�.,y,rU -:'':- .0 w� �;� ;:i;ir3'ps:5r,''.'G.:;s:�'vr�./',�� \ / /' L J Fig. 40422 .. :;vuv:,. >� Fig. 404.2.32 (D) IN THE PICTOGRAM FELD. (703.52) °°" , •' BRALLE SHALL NOT BE LOCATED 0 La Fie 4042.9.9 (A) ---- � :..'..'.:.....:. I FIQ 4042.82 (A) FID. 4042.9,2 (B) HINGE APPROACH, PULL SIDE FRONT APPROACH FIg. 4042.3.5 (A) �►. ,.,,,_.: . CENTER LINE 5. PICTOGRAMS AND TIER FEND4151 2 FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SDE PULL SIDE .. > _„: 18' OF TACTLE SHALL HAVE A NON-GLARE FINISH. - 1 - - MIN CHARACTERS PICTOGRAMS SHALL CONTRAST I CLEAR FLOOR SPACE NOTES: - - - - - / LIGHT PICTOGRAM HEFI FED WITH N A EITHER! A r r w Ee L - ?: LOCATION OF TACTILE SIGNS AT DOORS 0 U 1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING) SPACES (304.4) I I I -" �' - FIS. 703.9.11 FELD OR A DARK PICTOGRAM ON 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUST ADJOIN AN A LIGHT FED. (703.8.9.1) ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE (905.8) I �■ • 64' MIN FCLOSER S PROVIDED --I- 7 I a, I ,� , - ' 9- A CLEAR FLOOR SPACE IS REQURED AT ANY DEVICE WITH AN OPERABLE PART (3092) I I -1 -1 N I A I <,x1 _ iT 42" iP 12' 40' • I I (1 x : ♦ $ TAME MN. MIK MN. MK MIK MN. 24' (1 I AIL I ... l - MAX. % O 42 • 48' F BOTH �, MN. I _ 'L - - - J LIN, mine I- 1°,7 '■ Z - - - v w I$ YD® TCH I '� I ly � .N g I c 1 h 2 I I :�r- It „.., :: Fg. 404.2.3.9 (C) I -_ Lo J .4 L - ,I I- 1. �� I L -I Fig. 4042.3.2 (E) F 404.232 (F) POCKET OR +GE APPROACH Fig. 4042.3.5 (B) 1 3 I I TACTLE CHARACTER HEIGHT ABOVE FLOOR -, R ' `" i l#. Fig. 404.222 (G) »< 1 ,� L.) HNQE APPROACH, PU.L SDE INCE APPROACH, PUSH SIZE LATCH APPROACH, PULL SDE PUSH SIDE Fig- 709.5.10 '. `-' U • k g 41"- I I I I (e) r _1_ L _ L J _' • 48' MN IF CLOSER IS PROVIDED APPROACH TACTILE SIGNS 64 I ---1- - a g I I(A I \�/ i Ref. Section 703 Design and oonstruotlon documents as rru,nwnd of sent*re glen h outdo= MIK MIK I 'JE 24' 3ti 12' \ and miner the prapergr of c�rtiwphar F. FID. 3D452.1 (B) 804821 (0) 2 24" (1 MN. A MK I 1 theseoota ""iiof Ms&don old declaran to purposes v MIK 14 I K _ ' , t4,;; : ;; other Uel ire speedo prq■ot Dosed hwh h T-SHAPED SPACE (OPTION 2) T-SHAPED SPACE (OPTION 3) I � I 'V r - - - f $,.. Q4Molly p� w expressed Pr. Y:nV -477:74.7: :::: :. ., . g consent of Qk$Ecphsr FWrite.A aNN . 17 30. 166 L .r MIK MIK MIK 10' KNEE ill ,/. . {`'. '.r _ _ 8 TOE OVERLAP 7y l •T I 4 `z -� C ='`` - - \ Fli. a 404293 (H) 4043.3.3 (D) Fig. 4042.3.6 (C) I �' I A L 1 1 - r 1 \ LATCH APPROACH, PUSH SIDE STOP OR LATCH APPROACH PUSH SDE; I r - :4 <` PFilim DOOR el BOTH CLOSER & LATS -11 L - - - JICC/ANSI A117.1-2018 ro I \*s -. ACCESSIBLE GUIDELINES / DOORWAYS wlo DOORS. SLIDING I 1 L J__ \-, ` - -- i MANUAL SWINGING DOORS & GATES DOORS. GATES & FOLDING DOORS RECESSED DOORS & GATES I Ref. Section 4042 - - Rat. Section 4042.32 / 68 , 67' f Ref. Seam 4042.9.4 L THIS DRAWING E8 A REPRESENTATIVE SUMMARY OF THE REQUIREMENTS OF THE ICC/ANSI A117.1 MIK (A) STANDARDS THAT MAY BE APPLICABLE TO THE PROJECT. WHERE SPECIFIC DIMENSIONAL r%.. 904.921 (A) Ref. 304.9.1 INFORMATION AND CLEARANCES ARE NOT NOTED ON THE DRAWINGS, CONSTRUCT TO THE T-SHAPED SPACE (OPTION 1) CIRCULAR SPACE CLEARANCES AND TOLERANCES DEPICTED ON ACCESSBLE GUDEUNES SHEET(8)• WHERE DRAWNGS MANEUVERING CLEARANCES DOORS OR GATES IN SERIES SPECIFICALLY NDIGATE DIFFERENT OR CONFLICTING INFORMATION WITH THE STANDARDS, CONSTRUCT 36' a USING THE MORE STRINGENT REQUIREMENT OR CONTACT THE ARCHITECT FOR RESOLUTION. - NMRef. Section 40422 Ref. Section 4044.6 ■ MN. A / /.//: //:L %::/.//4 Vt/.i'//-!i%/r f r T 7 //r ! I e.:.'‘‘..':-.- I I ' ....7, tlif) I I -1` WIE Ij---- I I I ANY OPERABLE PART OF ANY 8 I---- -J I I DEVICE $HALLBE INSTALLED MN. W1THN THE REACHES SHOWN (309) / / / 506.7.1 906.72 i. 20' MAX. 320'-25" r io• 10" _ +10"-24' co MAX. T.. MAX. 2 - o 52' I I ♦ -� "ilk 7:1.: 1 IIN j U rrr 1 x >� , a, i til n I %r b ll / : 1 1 t M___ , c. - t T T I 2 5 �r.<;;f::... ::,„:„:::,.,:;,,,:,:„. d V I' /r ta♦aaell { f`.,51,:., %xgrS ��'/ /t b I 7-- I re iftw4Y.V • jlf ,Vsill-NI ■a a g .. :„.,„,„ firA v;? :r 0 - I LLI co • ,:<; ,,,,,.., ```': I MAX. MM, MAX -L = - - - J _ _ - - �; Illi IIL1 r v� r g � - < ,: _ - ■ 1, / 1 ://.rr /.////17././.. /:•// / -77-,.x.....././,,'":11 .// .////,.. // ` /.///:-Ws//,F//:-// (A) (B) (A) �) Q 30' b2 (A) (B) (A) (M ELEVATION PLAN ELEVATION PLAN J CC CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH Fig. 306.2.1 Fla 30822 Rg. 303.3.1 Fla 308.32 FID. 306.2 FED. 306.9 WW Fig. 305.3.1 Fla 3055 (A) Fig. 305.5 (B) UNOBSTRUCTED OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH TOE CLEARANCES KNEE CLEARANCES Cil Q TURNING/CLEAR FLOOR SPACE FORWARD REACH REACH RANGES KNEE & TOE CLEARANCES car, Ref. Sections 304 & 305 Ref. Section 308 Ref. Section 306 14:1( LLI Z Q F- N Li. N z err NOTES: Z Q 1. PROTRUDING OBJECTS SHALL NOT REDUCE THE 4' MIAX, 92' I ALTERNATE DOOR Ij" a // DRINKING FOUNTAIN NOTES: REQUIRED WIDTH OF AN ACCESSIBLE ROUTE (307i) MN. LOCATION } I r % t KNEE & TOE CLEARANCE CO/PLYING (3' 3 Z .\\'-;�\\ \\ \ \ �, �- f WITH sob SHALL BE PROVIDE) ? J 2. PROTRUDING OB.FGTS ON A GRCULATK3N PATH �, ,I fr--•••F I I / p3 - -- - 2. UNITS SHALL HAVE A CLEAR FLOOR = Cn SHALL COMPLY w/ SECTION 307 I0 PARTITION I !l) r SPACE COMPLYING WITH 905 f ��/.... -` ,, POSITIONED FOR FORWAEV? APPROACH 3co 0 // \ G j m 1 % L -- g AM) CENTERED ON UNIT (8022.1) APPROACH ;r. CLEAR_ 4' I \ r r I 1 ter Is 42' Mk 60` MN N0. 18389 PROTECT SHADED AREA ' r rIMDTM r: MAX. L - -�/�- - - \ /� -1 .% ,, I L .i 1 , � Drawn FROM CROSS-TRAFFIC I ,�- 8 A A. , ..i, DLC VH' kik APPROACH - / ... '7,- F { q } (a) (c) 34' MN. 5' I 15' Dazs bake 42' MILL 56' MN. wI WALL 'ETD. W.C, ! AAfATORY ACCESSIBLE TOILET COMPARTMENT MAX. MN. 2-23-21 FOR LL REVEW r: - - ELEVATION PLAN I �, 1>�i° n�,//,I fi CLEARANCE AT WATER CLOSETS 59' MhL al FLR. MTD. W.C, Fip. 604.10.1 r- - - - - > Fig. 604.3 ,` I WHEELCHAIR ACCE$$BLE TOLET I ar�w r 3-17-21 FOR PERMIT 1 TOLET ROOM NOTES; I SP _1 -•- WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT COMPARTMENT TOE CLEARANCE ALTERNATE WHEELCHAIR ACCESSIBLE TOLET COMPARTMENT t A TURMNG SPACE PER SECTION 304 IS L .\.\\.\\:. :'.�\\\\♦\';�:,:.;,:\�\\\\ �/ r ::: Ref. Section 604 Fig. 604.8.2 Ref. Section 604.9.3 (3) REQUIRED WfTI•N A TOLET ROOM (6032.1) CANE DETECTION AREA 2. ONLY TEE FOLLOWNG OBJECTS ARE (RAILING OR BARRICADE) PROJECTING PERMITTED TO OVERLAP TIE REQLPfED OBJECTS /, s ' p t Q CLEARANCE GRAB BARS, DISPENSERS, Fig, 907.4 Fig. 3072 ; DRI�I(ING FOUNTAIN SPOUT LOCATION 2 1/4' MAX PROJECTION , Sei"- 41" I HOOKS SMEARY DISPOSALNAPKIN VLIST, COAT Fig. 6022.4 VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS , RECESSED DISPENSER 6■ ;; . MIIN r :F I 36 MAX.J r /- / I 3. FLUSH CONTROLS SHALL BE LOCATED ON 1 U4'-2' 1-112' 42' MIN 1C MAIL % I • TIE OPEN SIDE OF THE WATER CLOSET �� - Iil r I / T/ GRAS BAR i - -- /- 4. URINALS SHALL HAVE A CLEAR FLOOR CRCU.AR } ----- ----- _ ? I °°° I i s SPACE COMPLYING WITH 305 POSITIONED l / 1 4 1111- RUSH SIDE) rill !2 121 r b MAX0 , '= '�' FOR FORWARD APPROACH AND CENTERED I 'A X a 12 k = z - Ci N % ag b 6. LAVli ON ATORIIT ES 28HALL HAVE A CLEARIt h . 2 I .. 1- 1 / '' ,,•r II FLOOR SPACE COMPLYING WITH 305 II h / ///r..//://1%/./ //•: / //.r' -+.-•,: ./ POSITIONED FOR FORWARD APPROACH /1/.//1/-=//r.`,'/1/,'.://1,�� ti ;'' r ': 2411 / f%/. 4i/., ,If:. AND CENTERED ON uNT (6082) Ref. 202.32 f ; ;//fr;r _/,/././.4.---...- /i/ I FIg. 307.3 (A) Fig. 307.3 (B) DISPENSER OUTLET - Ml N. I� M� _ I n 115 LOCATION 42" P i MIK 8. EXPOSED WATER SIPPLY AND DRAIN DRINKING FOUNTAIN OUTLET _ I PPES SHALL BE INSULATED. TFB1E HEIGHTS (PROTRUDING), SSE ! RAX. ! TOLFT lMl AK LAVATORY SURFACES EIHDE}R LAVATORES (6066) POST-MOUNTED PROTRUDING OBJECTS A0 . 21 SPACING OF GRAB BARS INDICATES RECESSED SHALL BE NO SHARP OR ABRASIVE Fig. 609.3 DISPENSER Ref. Section 805 Ref. Sections 606 & 803.3 7. INSTALL GRAB BARS TO WITHSTAND NOT PROTRUDING OBJECTSLESS THAN A 250 POUND FORCE APPLED TOILET ROOM CLEARANCES & MOUNTING HEIGHTS AT ANY PONT ON THE BAR (609.8) DRINKING FOUNTAIN Ref. Section 907 ACCESSIBLE Ref. Chapter 6 Ref. Section 602 GUIDELINES - o E 00 R R (U) CIIIW m � � x I Q X00 UiE °• o E � wCO ri — 4 z N / < › / ® CC ILI 12a t 1 CL Ce \IO/ 0 Lu .. - - - - - 3) i— MEM H/ M i& Cr.) Iiia/ < 0- z F Z? k • • r / - r," � 1 � — r —� - 11 II O 11 • rT I - • • 1 25'-0 I/2'• L`�� I 1 3A .�^ �\ iJ �\b / Design and oonstruoton documents N i — — — GOORD W/ PLAN :V // \ AO 2reininente of.arvloe a»pavan h ocrrkMroa r ,/�� �\ �S / \ �— II ! 1 \ , C`V end meal the Property 01 Christopher F. fS _,::_._______...____________._...7/ r�� �(�1 b ` ` / :2 ± 'oo deour�eAmhara The use af� rqn and L ul A0.$2 9LJ L�'J L-J / GOORD VV PLANli..1'''11 p"�~ them fl I • •• \ / i- oda than Ms sada pmt Hamid herein b L \` >! strictly profaned without expressed written I i r - oawrn of C1ristophsr F. b arts,Annear. \ \ / / I., d- — ,� ! , — IItl �a.s� �''r___ �� �/ WORD 20'-II I^V PLAN • • i14 � ® 2 : II 1•/:% II yf I a I 1 I Z m h Zn k :f .. L„::.: ril I I . I (-13 L . . _ . . _ ..::_:, -----L' ,..... _,,,_ 11 _ tin 10) I 4 5 q 1111) ---• _ --- - _ 2 , / / II CO0 W DEMO FLOOR PLAN C ) Ilmil a 114' _ 1'-0' Ull N a JoEr W PARTITION LEGEND 1� M a co EXIST 2HR RATED PARTITION TO REMAIN (PROTECT DURING DEMOLITION) Q ° Ki N U Mi o co = oi EXIST IHR RATED PARTITION TO REMAIN (PROTECT DURING DEMOLITION)) Z Q 0- o 3 0 z 3 Q EXIST PARTITION TO REMAIN (PROTECT DURING DEMOLITION) _ U) r � 3 co a III Id REMOVE EXIST INT PARTITION A5 REQ'D (NO WALLS TO BE REMOVED ARE O DEMO FLOOR PLAN KEYNOTES GENERAL SHEET NOTES IIiII BEARING AND/OR SHEAR WALLS) Pr*ci No. wee - Drawn By. DLC 0REMOVE EXIST FLOOR FIN15H(E5), MASTIC, GROUT, TRANSITION, STRIP(S), A ALL DEMO WORK SHOWN ON PLANS IS SUBJECT TO REVIEW&APPROVAL BY H LOCATE PLUMB LINES TO BE REMOVED PRIOR TO DEMO. REFER MECH, P. VERIFY LANDLORD REQUIREMENTS FOR ALL DEMO WORK&ALL NEW WORK 5shaus BASEBOARD, $ TRIM (PREP FLOOR TO RECEIVE NEW TILE, IF APPLICABLE) LANDLORD OPERATIONS DIRECTOR VERIFY ANY DEMO WORK REQ'D BY THE PLUMB, & ELEC DEMOLITION NOTES FOR ADD INFO. COORD WORK W/NEW BELOW FLOOR SLAB W/LANDLORD OPERATIONS DIRECTOR PRIOR TO BID CONSTRUCTION BARRICADES GRAPHICS SHALL BE PROVIDED INSTALLED2-2 g uyy LANDLORD THAT IS NOT SHOWN ON PLANS PRIOR TO BID. GC MAY BE REQ'D CONSTRUCTION DRAWINGS. . BY THE LANDLORD OR LANDLORD APPROVED BARRICADE/GRAPHICS O REMOVE EX15T MILLWORK, DISPLAY UNITS, 4 P05 EQUIPMENT COMPLETE (REFER TO USE LANDLORD APPROVED CONTRACTORS. Q. PATCH & REPAIR EXIST DEMISING WALLS & STRUCT COLS A5 NECESSARY TO 1CONTRACTOR (IPTENANT'S EXPENSE, IF LANDLORD HAS A MODULAR 3-17_21 FOR PERMIT ELEC. FOR ADD SCOPE) I. REMOVE ALL EXIST MECH, PLUMB, & ELEC EQUIPMENT IN THEIR ENTIRETY MAINTAIN THE REQ'D FIRE RATING. g RECYCLABLE BARRICADE PROGRAM IN PLACE, TENANT HILL BE REQ'D TO USE B. PRIOR TO ANY DEMO WORK, GC MUST FIELD VERIFY ALL EXIST MECH. PLUMB (BACK TO THEIR SOURCE) THROUGHOUT TENANT SPACE; PARTICULARLY THE APPROVED BARRICADE/GRAPHIGS VENDOR (UNLESS OTHERWISE SPECIFIED O REMOVE EXIST DOOR 4 HARDWARE COMPLETE & ELEC WORK LOCATED IN THE TENANT SPACE WHICH AFFECTS THE WHERE EXIST ITEMS WILL INTERFERE W/THE INSTALLATION OF NEW R ALL DAMAGED. DETERIORATED, COMPROMISED OR MISSING THERMAL INSUL BY LANDLORD OR THE TENANT'S LEASE DOCUMENT), 1N ANY CASE BARRICADE ADJACENT TENANT SPACES. THE LANDLORD & THE ADJACENT TENANT(S) CONSTRUCTION, OR WHERE EXIST ITEMS WILL BE EXPOSED IN THE NEW (CREATED OR EXPOSED DURING CONSTRUCTION) SHALL BE RESTORED TO MUST BEA PREFABRICATED 'TYPE SYSTEM, TENANT 15 REQ'D TO INSTALL ® EXISTING FLOOR TO REMAIN (PROTECT DURING CONSTRUCTION) MUST BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED MECH, PLUMB & CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE FULL CAPACITY PRIOR TO FINAL ACCEPTANCE BY THE AHJ. GRAPHICS USING LANDLORD APPROVED BARRICADE/GRAPHICS CONTRACTOR, O5 REMOVE EXIST BASE COMPLETE ELEC SYSTEMS. CONTRACT DOCUMENTS TO REMAIN. COORD WI NEW CONSTRUCTION (UNO). ALL FINISHED MALL. AREAS INCLUDING, BUT NOT LIMITED TO, SOFFITS, NEUTRAL S. ALL ABANDONED &JQR UNUSED COMPONENTS CREATED OR EXPOSED • PIERS, FLOORING, 4 BULKHEAD ARE TO BE RETURNED TO THEIR ORIGINAL © GORE DRILL G(E) A5 REO'D, WORD FINAL LOCATION W/ PLAN (REFER PLUMB 4 C. VERIFY ANY WORK REQ'D TO PROTECT LANDLORD & TENANT FIRE J. GC IS RESPONSIBLE FOR MAINTAINING A SECURE ENVIRONMENT DURING DURING CONSTRUCTION, INCLUDING. BUT NOT LIMITED TO, HVAC, CABLES, CONDITION WHEN CONSTRUCTION 15 COMPLETE 4 BARRICADE REMOVED ELEC) ALARM/LIFE SAFETY SYSTEM WIRING & DEVICES, SPRINKLER PIPING; OFF-HOURS FOR THE ENTIRE LENGTH OF THE PROJECT. PIPING, WRING & ASSOCIATED SUPPORTS WOR ATTACHMENTS SHALL BE DUCTWORK; PLUMB, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMO REMOVED (BACK TO THEIR SOURCE). O REMOVE EXIST FINISH DOWN TO SUBSTRATE (COORD EXTENT W/ PLAN $ SECTION) & NEW CONSTRUCTION WITH LANDLORD OPERATION DIRECTOR &TENANT K. REMOVE ALL EXIST WD FLOORING, CARPET, VCT, TILE & MASTIC COMPLETE QS EXIST PLUMB/EQUIPMENT TO REMAIN (REFER PLUMB FOR ADD SCOPE) ARCHITECT PRIOR TO BID/START OF WORK. IN ENTIRE AREA OF WORK(UNO). T. ALL COMBUSTIBLE MATERIALS DISTURBED DURING DEMO ARE TO BE NOT ALL NUMBERS St/OR CODES MAY BE USED REMOVED; LE., NON-FIRE RETARDANT STUDS, BLKG, PLWD, PANELING, &ANY ® REMOVE FLOOR J-BOXES D. WALLS. PARTITIONS, DOORS, FRAMES & OTHER ITEMS TO BE REMOVED ARE L. COORD LOCATION OF ALL WORK W/ FLOOR PLAN (A1.0) PRIOR TO DEMO. OTHER MATERIAL DEEMED COMBUSTIBLE. SHOVVN DASHED 10 EXIST ADJ PIER TO REMAIN (PROTECT DURING CONSTRUCTION) REMOVED, UNO SERVICES WITHIN WALLS & PARTITIONS SHALL ALSO BE M. REFER MECH, PLUMB.. & ELEC DRAWINGS FOR ADD DEMO & DETAILS NOT LANDLORD COMMENT/APPROVAL ® SALVAGE EXIST DOOR A5 REQ'D (PROTECT DURING CONSTRUCTION) SHOWN ON THIS DRAWING. E. EXIST CONSTRUCTION SHOWN TO REMAIN; INCLUDING BUT NOT LIMITED TO: O EXIST ELEC EQUIPMENT TO REMAIN (PROTECT DURING CONSTRUCTION) (REFER WALLS. PARTITIONS, DOORS, FRAMES, ETC., SHALL BE PROTECTED DURING N. REMOVE/DEMO ANY EQUIPMENT, DUCTWORK, WIRING, CONDUIT. ETC., THAT I� ELEC) DEMO. ANY DAMAGE TO EXIST CONSTRUCTION SHOWN TO REMAIN SHALL BE WILL NOT BE RE-USED. CUT & CAP @ THE SOURCE. VERIFY ALL LANDLORD RESTORED TO MATCH PRE-DAMAGED CONDITION- UTILITIES THAT WILL REMAIN, PRIOR TO DEMO. 13EXIST CONCOURSE FLOOR TO REMAIN (PROTECT DURING CONSTRUCTION) f4 STFRT(E) TO REMAIN (PROTECT DURING CONSTRUCTION) F. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXIST CONDITIONS IN 0. REMOVE ALL ABANDONED FLOOR BOXES, CONDUIT, PLUMB. ETC., LOCATED A 0 • 3 0 MATERIALS, CONSTRUCTION & FINISHES. UNLESS SPECIFICALLY NOTED BELOW FLOOR SLAB & PATCH FLOOR SLAB OPENINGS AS REQ'D. VERIFY W/ ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. LANDLORD OPERATIONS DIRECTOR PRIOR TO BID. MUST PATCH ALL EXIST FLOOR SLAB CORES & HAVE INSPECTED BY THE LANDLORD PRIOR TO G. COORD W/ LANDLORD OPERATIONS DIRECTOR ANY &ALL EXIST ITEMS TO BE INSTALLING ANY NEW FLOORING- RE-USED. DEMO FLOOR PLAN H oE 0 0 .4. U R �R0 0 CIO Wc. 03 7 03 rL_ nt X CO cf — O CC O O '0 0 0 '03 o E `,',1 �� W N rte) r N (!) C‘JC 1 5" I I E I IJIJ — r 0 8 12. tX1 --_ _ _LI i IBJ- -.. _.. - _� UT 'i.rmrr ry r:•' 1,Yr ..,..:Y. dft _. — _ _ 1 pi egC 1 \/ C = = = = E = == = C = = = = D E = = = = E = = = = C= = = = E= = = = C = 7 = = C = = 7_ = C = = = = = -, )13 1~: I I ,.''', J:,7' ,, ( 6 ) li l II (9 II 4 0 /\ �. 4/ III II II I I / \ _ I 4-, „ ,. L I . ,,,, )-t\ --„,... -. ti1 -� 1A11r4 rrI 1 _ 12A0.32 assign end constructlond umen• owifidence �/ t� �/ �/ 1493- 7 7 7 7 �/ �/ 7 7 7 7 �7 t 7 �/ t 7 �7 �{ 7 �7 7 7 �7 �7 �/ 7 7 ?f Ysirrrrents of servles rarer/ � ; ��- : �L �L �L �L 0 �L �L �L v v Q V 0 Q �L �L �[ �L �L �L V �L �L �L �L �L �L �L �L ,L �L �L �L $ and remain the property of Metaphor F. O l:. .: C C :? dim< \ ., ; ,.:a`3 :;- ;, ; e.. ; :: ? .Arahlrct Tho uaa ar tth and �' I \ '' »^') +' s • i;^s �. these corp1Yu68Crt doownent*for p rposes i,r. of er thin dna apeodlo propos marred henl'I Yt ! �` ° Molly prahbesd wuhart expressed written 0 I t{} oonaer1 of prlstoplw F. Werke,Aroliteat ` Y. ` l••' J J J J J J i — — — ——; — A0.33 1... _ titOr ----1111--_i i /// Ilii i� 1 II `�� Illi I f — — ; M I ,�, I I f# ila - IL ...�I 1 �/ II_1_I1 C ` = ��-'� C - = = = � C = � — C- - - -� C = = = = � C `_ _ - - � C - - - - � - - - C - - - - � C - - - - � C — - - � C- - - - � C- - - - 14 #f :5 1 ' • i p o ril L ._ . ___. _ . _ . .„ u__. _ . _ _ , , u_. _. _. _ . . _ . . _ . . _ , , a _ . . _ . . _ . _ . ._ _ ._ . ._,,. _. , _ . . _ . ._ _ . . _ . _ . .. ,, • _,,_ ., ,,:z::::.,.., ,,,_,„.....„...,..J. \1-2.4-) In \ \-._ii I 2 3 4 8 U g m O V W DEMO CEILING PLAN CD I-- Cl)EL114• - Y-0' 111 N a° J ° al Wor PARTITION LEGEND CC Q ro EXIST 2HR RATED PARTITION TO REMAIN (PROTECT DURING DEMOLITION) CC 0 2 • CV ILL M a l',- CD = ce EXIST IHR RATED PARTITION TO REMAIN (PROTECT DURING DEMOLITION) Z Q o O 3 0 IL CD 3 a EXIST PARTITION TO REMAIN (PROTECT DURING DEMOLITION) _ (n 3Q. 0 DI 1k>'I REMOVE EXIST INT PARTITION A5 REQ'D (NO WALLS TO BE REMOVED ARE O DEMO CEILING PLAN KEYNOTES GENERAL SHEET NOTES BEARING AND/OR SHEAR WALLS) Project No: IMO H Drawn BY DLC O REMOVE EXIST 6WB/ACT CEILING AS REa'D A. ALL DEMO WORK SHOWN ON PLANS IS SUBJECT TO REVIEW&APPROVAL BY H. LOCATE PLUMB LINES TO BE REMOVED PRIOR TO DEMO. REFER MECH. P. VERIFY LANDLORD REQUIREMENTS FOR ALL DEMO WORK&ALL NEW WORK Date Ism LANDLORD OPERATIONS DIRECTOR. VERIFY ANY DEMO WORK REQ'D BY THE PLUMB. & ELEC DEMOLITION NOTES FOR ADD INFO. COORD WORK W/ NEW BELOW FLOOR SLAB W/LANDLORD OPERATIONS DIRECTOR PRIOR TO BID. CONSTRUCTION BARRICADES $ GRAPHICS SHALL BE PROVIDED $ INSTALLED 2-23-21 FOR LL REVEW ® REMOVE EXIST DISPLAY TRACK A5 REQ'D LANDLORD THAT IS NOT SHOWN ON PLANS PRIOR TO BID. GC MAY BE REQ'D CONSTRUCTION DRAWINGS BY THE LANDLORD OR LANDLORD APPROVED BARRICADE/GRAPHICS TO USE LANDLORD APPROVED CONTRACTORS. Q. PATCH & REPAIR EXIST DEMISING WALLS & STRUCT COLS AS NECESSARY TO CONTRACTOR @ TENANT'S EXPENSE, IF LANDLORD HAS A MODULAR �_1�.2y FOR PERMIT ® EXIST MECH/PLUMB EQUIPMENT TO REMAIN (PROECT DURING CONSTRUCTION I. REMOVE ALL EXIST MECH, PLUMB, & ELEC EQUIPMENT IN THEIR ENTIRETY MAINTAIN THE REQ'D FIRE RATING. RECYCLABLE BARRICADE PROGRAM IN PLACE, TENANT WILL BE REQ'D TO USE - REFER MECH/PLUMB) B. PRIOR TO ANY DEMO WORK, GC MUST FIELD VERIFY ALL EXIST MECH, PLUMB (BACK TO THEIR SOURCE) THROUGHOUT TENANT SPACE; PARTICULARLY THE APPROVED BARRICADE/GRAPHIC$ VENDOR NNLE55 OTHERWISE SPECIFIED ® REMOVE EXIST LIGHTING (REFER ELEC) & ELEC WORK LOCATED IN THE TENANT SPACE WHICH AFFECTS THE WHERE EXIST ITEMS WILL INTERFERE W/THE INSTALLATION OF NEW R. ALL DAMAGED: DETERIORATED, COMPROMISED OR MISSING THERMAL INSULii BY LANDLORD OR THE TENANT'S LEASE DOCUMENT), IN ANY CASE BARRICADE ADJACENT TENANT SPACES. THE LANDLORD & THE ADJACENT TENANT(S) CONSTRUCTION, OR WHERE EXIST ITEMS WILL BE EXPOSED IN THE NEW (CREATED OR EXPOSED DURING CONSTRUCTION) SHALL BE RESTORED TO MUST BE A PREFABRICATED TYPE SYSTEM, TENANT IS REQ'D TO INSTALL MUST BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED MECH, PLUMB & CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE FULL CAPACITY PRIOR TO FINAL ACCEPTANCE BY THE AHJ. GRAPHICS USING LANDLORD APPROVED BARRICADE/GRAPHICS CONTRACTOR, ® EXIST STFRT(E) TO REMAIN (PROTECT DURING CONSTRUCTION) ELEC SYSTEMS. CONTRACT DOCUMENTS TO REMAIN. COORD W/ NEW CONSTRUCTION (UNO). t ALL FINISHED MALL AREAS INCLUDING, BUT NOT LIMITED TO, SOFFITS, NEUTRAL S. ALL ABANDONED &/OR UNUSED COMPONENTS CREATED OR EXPOSED `' PIERS, FLOORING, 4 BULKHEAD ARE TO BE RETURNED TO THEIR ORIGINAL ® REMOVE EXIST FINISH DOWN TO SUBSTRATE (COORD EXTENT W/ SECTION) C. VERIFY ANY WORK REQ'D TO PROTECT LANDLORD & TENANT FIRE J. GC IS RESPONSIBLE FOR MAINTAINING A SECURE ENVIRONMENT DURING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, HVAC, CABLES, t CONDITION WHEN CONSTRUCTION 15 COMPLETE $ BARRICADE REMOVED ALARM/LIFE SAFETY SYSTEM WRING & DEVICES, SPRINKLER PIPING, OFF-HOURS FOR THE ENTIRE LENGTH OF THE PROJECT. PIPING, WRING &ASSOCIATED SUPPORTS &/OR ATTACHMENTS SHALL BE O EXIST REVEAL CHANNEL TO REMAIN (PROTECT DURING CONSTRUCTION) DUCTWORK. PLUMB, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMO REMOVED (BACK TO THEIR SOURCE). & NEW CONSTRUCTION WITH LANDLORD OPERATION DIRECTOR & TENANT K. REMOVE ALL EXIST WD FLOORING, CARPET; VCT, TILE & MASTIC COMPLETE ARCHITECT PRIOR TO BID/START OF WORK. IN ENTIRE AREA OF WORK(UNO). T. ALL COMBUSTIBLE MATERIALS DISTURBED DURING DEMO ARE TO BE NOT ALL NUMBERS &IDR CODES MAY BE USED ® EXIST AD-I PIER TO REMAIN (PROTECT DURING, CONSTRUCTION) REMOVED: I.E.: NON-FIRE RETARDANT STUDS, BLKG, PLWD, PANELING, &ANY D. WALLS. PARTITIONS, DOORS, FRAMES & OTHER ITEMS TO BE REMOVED ARE L. COORD LOCATION OF ALL WORK W/ FLOOR PLAN (A1.0) PRIOR TO DEMO. OTHER MATERIAL DEEMED COMBUSTI BLE. ® 6/0E) TO REMAIN (PROTECT DURING CONSTRUCTION) SHOWN DASHED. SERVICES WITHIN WALLS & PARTITIONS SHALL ALSO BE LANDLORD COMMENT/APPROVAL REMOVED, UNO. M. REFER MECH, PLUMB, & ELEC DRAWINGS FOR ADD DEMO & DETAILS NOT SHOWN ON THIS DRAWING. 10 EXIST LIGHTING TO REMAIN. CLEAN, RE-LAMP, $ RE-WIRE (REFER ELEC) E. EXIST CONSTRUCTION SHOWN TO REMAIN. INCLUDING BUT NOT LIMITED TO: WALLS, PARTITIONS, DOORS, FRAMES, ETC., SHALL BE PROTECTED DURING N. REMOVE/DEMO ANY EQUIPMENT, DUCTWORK, WIRING, CONDUIT, ETC., THAT II STFRT(E) TO REMAIN (PROTECT DURING CONSTRUCTION) DEMO. ANY DAMAGE TO EXIST CONSTRUCTION SHOWN TO REMAIN SHALL BE WILL NOT BE REUSED. CUT & CAP @ THE SOURCE. VERIFY ALL LANDLORD RESTORED TO MATCH PRE-DAMAGED CONDITION. UTILITIES THAT WILL REMAIN, PRIOR TO DEMO. F. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXIST CONDITIONS IN 0. REMOVE ALL ABANDONED FLOOR BOXES, CONDUIT, PLUMB; ETC., LOCATED A Iii ® 3 0 MATERIALS, CONSTRUCTION & FINISHES, UNLESS SPECIFICALLY NOTED BELOW FLOOR SLAB & PATCH FLOOR SLAB OPENINGS AS REQ'D. VERIFY WI ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. LANDLORD OPERATIONS DIRECTOR PRIOR TO BID, MUST PATCH ALL EXIST FLOOR SLAB CORES & HAVE INSPECTED BY THE LANDLORD PRIOR TO G. COORD W/ LANDLORD OPERATIONS DIRECTOR ANY &ALL EXIST ITEMS TO BE INSTALLING ANY NEW FLOORING. RE-USED. DEMO FLOOR PLAN 24 23 ,,, o E 0 N 1 f -0 •rt N . A O C CC O O a O O 0 q 6— I: EIS ," W a.x w el _ —43 Csi • „`L O G) c0 • LIU he 3 1 B/ MALL BLKHD o W 14'–T" AFF – a .:.r•.f•.;,.. 4..r:: »..rs.,:.r,.}�•.f•x,.}r,.r.y:y .yr.:r,•.y,-} .r.r...r r.»:., ?..r:; 9.465 . .}•',;.. .::.:.::}:?v}'.;:.::.x:,Fl., q:.w:::.}::.: ':•:,'r'}:?:.ut:y:..}:x.:,:.. .,'?ry: tr:.. ::.::.::..:.::.::.:,.rn.:.:.. :n•JJx:h_J..;{,.:,.x..„,Y:r.;i4: : :}>i;:::4.i::<n:.rr r{.:-::::.rsr.:.::::,.»:'::•+::,;.:. ..:...,•. ,,,,, ,,,...:r.:. ,,,,: ..nv:n.....ni.i:...?.sv�.nnrns:•::.:?.n:•::v:.::.:::.: ..:.v:.v:.�;;..:... .:t::..Y.,J.'..:.::.:..:»:r;J ..:. ::...: ; f}Y..}WX:.v'r:4rr:W}' : .{ .:J.» ..Y.�: : . ... ..r.J.....r r.Y.:.rr::::.... ........... ..........r..:..:.. ... r.!...r r r !.. .... .. v{. :.i..,.r}i; ...r.^. :dJ"r:vi:::::i:::•i v:::':tr:: �• ..i^i'�::��.+ J.•:f':ii::}i: : ' •iti: ::::... ...a.:;'.2:zr.;::::'t:: .'d.r�::r::: s^...yY;:.:':r.. ... .: ... ... .. rr. ...r.•.r.r,.r.r., .r , r rrr,rr-r..x=x.+:r..•: `'+•}>:."?: :.x.x....w.»..,..:...,f.,...,,:.,::.:.».:..:..,..::J.4.,..S..u...:.$:.}.5.:.:y w.d:..:.•»•:.; .....n:;.J »�:. .:?.{:::..,::4rf .:.n4:•..,.:.:•:.{:; . : ::: :r{ 4:..n:r„. :::......: ........r.».:........n x...:..., .».»::.:„..-.: :::.:::::-::r..:.: ..:.:? .:..•:-:.:.:r:.x.:.'.•:..•. r tr.. r r . rr: r: hi:•:i . .rr. .}. ,r rn.x : :ny;.:r..r.w,S:•s...:.a...,...r.,•r`.h>.ns•r.:.: .......s:...:::::.».:- :. :•rr. .:................ .:;•: ::: ::s;•sv:....... ............... 'r .rvr,���r..:...,....?.,...»•�,:.�.,,,v,.1Jv,:r.s...,:.:.Y..».4».�.:.dS.p:.,,»».f.:.,.Cf..r.v.:rv::w:•x:.:.:x.{C,... ..::. r:.I..r. .r... ..: :..::.:.:..d:..:..:.4..{:..:.:,.».,:.,..,.:.,.»:.:......,.•.».,..nn.:.:.:..:.....:..:......:T..: G .n.:.[ .,.::.....::.........•...:.... ...r .:.!............. ':rdru 3 » : vn.,.v.n.n.n:.....n,..,... , .r.:. ...:..:...:..:.0/.... ..w...x ... :...::: ••:•::v:.r:'.,:,.i•:Yi'. ».:., n�:•.r� y:{four; -J::.:„,.; :itr._r:r.�:.�::r..r..r.:.v..:.:,. v:::..w::.:: :n .: e..irs,r „r.:.,..... ....:........}:.. ,.:..:..:.{:.:....4..x.:. f....:...v:....: Y 'r.:•s}:.:..:.+....:r.x. ..{'.v".r ,..:..r:...i:Li::»::♦,:Si%i.Yr::::...: ..... .:. .:... .. :.....�:. ..:.ri» ... .:}::.:.: :::::: .:.::.:::.:: :fl.:,.:..: »:::::r::n::.:.•,. ..$'sF}tisi�'t':isr :il.'rili.fi:iii} :: f .i.i.i:}.ii.i:{:if:r:�:i:{.i:ti.i.4iih,:{.:::�i.vn.:.'ri;ii:i :: �....r..;.?. ....nr r.r-.rte{4:..:,ri r./..::.. -r.r:.:.v v:.�: i:,:-.....r ,.1:: .4r`.. ».af..» :.d.,4}„ d:{ �iY ......v:::.:.:r.v:;.n:.x.:..:x:,S.,•,.,s,r..,. ..,...r-..s.. ... .r.r...i::r. ... ::..:.::::.,v:.�:. �.ns,.nS.r.J;.r.{:::.�:.�q,.>.r.n.:,:.:.v.r..s:::•::..,ryn: :.-::.:.:r...rr: vry v:v::r.::nw:y::,y:.: T/di h SIGNELEMENT .r. ,..rr rte. .r.. ..r .... r...... .. ..: .::.:.::.:::::.r.::..r.n.,.:.r;v/.•n:r.>.:.n:.sv,..,..n.r;•i....:I.:.:...:.:.t:i»:..::..r..»:...:....,.:.....nv.n{r...-:::i ......... ........... :.s%i} Yli%1 '::%iy :}li'S' i:3l i.'. — — / .....»,:,.J.:.:r.:r.;�,?..r-::{::•., .,.pY.{.r..:.:.....:...f....:....... ...... .... ............. ..... ......... .:Y.:. :,Y rv.a.} ...J:{?rJ'•r / ..r.. a" .ryi :i� •:Cr iii s::f �Y�} :i:�..:i%{i ^!'L:Y':'ri:'.'d+tin'v::in ::�'�dii:}yr::;'�r:�. ,.r, :.,.....n:...n.,.....,..: ..:. ..r.r....:.:.t:.:..:.:r.,.:..:..n.:....:.::.:..:. .n...r::v:..:.•v.4:::.;;.::::.v::.. n„,,v.:..,. ,:i ,r .n ?+ .,tri?. .. ::l::::.?,''.r '''4c.+:: :1 : : ii Gi , G.::..n. 'd :,.:.: .c%Gl. ''d:. „.d...• GrG .;.....r, ..r. ..... .......... ... ... .... ..:. tr... :.. ,. 'd trar. } A.J : :r.rx.r, r .r. it �r'� r?.i�'"'� +'c=:.. f r:�. ..,}.,.,.... yryrnlryr ! •.,+.......::.........r, r.»�..:.: : :.w }�.:;fl.,: ,.r n:. did{:d ?,�:•:d.:d ':r d}?iy,+,L r..:. lr:y,; :, y✓: }w r r fid::,r.5d}YGrwh. nia. .flh • :,.:..>.:..:.:.:,,.,::.:.�:.:.:.:r�::..Y e;,}::i:,•:,•,r,;.r.w;:?.:J..t..;,.::4:r,!v y.;r.:..;..fl.:n,+.}.•:•}:,.N:.:. .. .,r . . fi a .� rd r:,:a��a'r6 ,-•{ : -:'ovd 4 r.r r,: .J{?t r ''"".r,r................. .... .. : .----.. ---,,x:>.:,::•:..,.::.,::f{,:{,,,,,,,........ r,.:.. , � Jd'r '•r rdr f. d d dx f:.. Y.„ „, 'r 7d r : . 43f...... ............,.. ..............r...r..,.......r....,r.. .....r. ... ....:..}..:..:....„a....:.:.:..„,t„» .......r.J r.. . �� �..{. ” •{; ,}::' : did• � ?! i:dldJ,r{ .........:......+.:.........{...,....,........ ...........................:.....r.................... .. ........................ .I� ? ` } i..ks? r S.�”{S fl fy .y,• Ya ..h,.. ,::, ..ii : :..:..r....,....................:...r..,...................:.:..:....:...,..:.....r..:..:.r.:n:..:.:.:........:..:..:...:a..:::.:.r •fl.y�'. G .dfl� rd •r 4 d' � r.::.:.:r:.:..»:•.... r.r:r.. ...}.... c � !�• i �1 ACS .............n.:.....:.„:.:.:::,.„:.„:.:.,...,.,,..u..:.Y.:.......n.....r..{::.�:rs:{::r�:r.::�;r....,,.,,.,.:.......:..:.,.:...:.„:...{.....:::.+.•:i:::•;:•..+.. ..{.:{. .i {:rr:.sd:d 'Trd: ? ^ r .:•LJ ar' :.Y �. , :syn• .: r )!y. . flr 15'-11 I�L AFF .:..d i..:.,.:...:.....:...?...:.::.:...r....,..r..,..:..:...:...:.:.:..:.:.tr:.:,.::?,.:,.:.. A }o r H r rr d r d o d .�f:.n„n:,>.:•:n:.,.:.na.•. r Y � ¢ F ' r�},(� /n' .�? E } • ..3 d did ........:::}:{.;.'n::}rc:;.•r,:..>.na<{:;{::.:;.}..::{:,:YY:>:o:;r.::%.5:+:............:. .....................................:.:..:....:.is:.4r?:.•Y' 9' r ,,p ?�i� rr J..n ............:.. .:.:.......,:....:.........:..,.............................r..:..r..:.:.. :.................:... `f� � fl fl1' �� '� •r ,r r� rw d� � '' ¢ 4'4' � �`A :»»�: x.,:.G» x.G.S. „,di. r „4 d�” �f•S”.A.: �.:.�A � r � ,:.o:. .yr• r �G � -�E ::„.w.d»»I,:. :,,C:. vrXi:• y ! .r. Y'r. r Jdr /! NdN� �d.:S r : .:d ?'S .•A.yd Nd1?S' .r.,.,, ::.;..; ; rro::•:..:.,:n..r.r... .........'^• .. .,rr..r:h�.}...:.,,»:»,.::.:i:,,.:.:».s,:.:,.ix:•:.y+Y�x::�r:d'.c' .. .......:. ::...::.:.:.:...n........;...>.:,......:.,...�::.::::»:n�:...... ....r:.:.::..:....:-::::::..::.:r::n.:.:::r:.:::.:.:..:..::. :..,.:,.:.:....}.:,... .c3J ,�� .c. }s � :&✓: .,N?;:. r� �.. ...7•.,. r r.r:r .,r... .fl. .iFr ��d rsr ro:r.. �?r.r... ..r.#' l. �r� r r,. f l:ryvry.xr•ry;:ry:.a E... rtr:''E`rr. r:ar:,::,..!•tr�in ..?o `:tritrrr.:r4r n r yl' ,,.,,.kr. »Si:d:;.:.....•!}.,., .,.:::., h.:x r.4ri.,ir,1.?.»:::.:....,.:�»,.:::4,..,,.{.: +.•;•,...:u•.J:yv{....:.:...{.....:x::i. n::.: :n::::..: �� L. r: :/. : xr,:1.ndnr: .,ilndnd.. .. ..r.r. .. .: : .. .:..:..... : . i.:i.1 . .:nn....:.:.....n.,..:.i:..n.::. :.:.: ................ ..... ..r ��� rr: ��+ c. ,1•:d:'r::S:w:d>.: r ,�:.i.::u- .r:i..,:. .tri:8,: trx :.A�'d�?» fix', :. ..,t d ✓ .:3 +.:'l.•:`:vr, ! , ,,,,. ::d:'S::am w,:: 4i :.:{4� n1...,t.,. ,,,,, .,, ........J.:..:,..,. ...:,..},..;.: ••::,•,.•.a ...,•;,:.:Ji.{:...:...?.:•........ ..... ............................. .... ...ry.ry.]..:c•,.• r. !.. :.¢ }:Y. ..,x:r `::4Y4: .r.<... :{a•.{..,..r:. lr' .n:...:.::.:..::.:..,r: :.:.:..:..:..:. ......r .,...... r.....:.n: r ..:.::..,.. .....r...:.r..: :.....:.. .......,.::..:N,:,};., .ni.:.: ,t.;.: ..:1. i' fl•5•” .:Y.✓:.. % :5 i•N.r rr r r.: .r:.r :.4. rr ..�.':.+.:';: :.r{{ rh:;r r.Y: x,, ,. .;” •:Yatrr. • ' '.:....::k.:r:.: :r rr r.4.,.,....,.:,r:....r ..».:.... r.,.dnd/,.:.:,.:.:..,:....{,. `•2;; „ .:/.. . tike �;i s: :%i�':> :'^;...:: .. .}. .... ....,.J.. ....... :r.... :./... r ....r.:.: J::r.....r:...J.y. .1:.... ... ::r.:?.r , .; ,..ry: :: ' :..ii.:ii:rri{.. ......... .::n.:.:::.:n.:.}}-•i::.y{.„:.„:::y:::n•?•+�?' nr dr” {a+ry id :..........:............ ..... •.- Gii �:ir1r ` ^:�"' n4.r .i�::i:i:f:i:{:.': v: »7:r ,r. •Y,. ..tr: .r. .r:':' h]'r.i'�: .Y J Y'.:d` ..: ']..:.fl` fvr •}`'`^rtr.�fir .:}" `v`ryr��i�i'l��'�J?rr�r r.nv.;':; i:ri�ri;.i;:5::.:::r'?0%'i4•:.....' r '::.,::.::4}:»}}:....»::.:r•,::•.:.:::.::.i....,.....:.,:.,::...:.:s.:.,ir,.:.,.:.,.:w:�,.{J:<r:a},::,...n.:;..nr:.,:i....r.;ir:...:..,....::.,.{.,..:... ..d:>.., .,.{:.. �"•r'.7`7,' S':]'i. :rr r�g^$.' .Ci: . .4:.Y..a.. .✓.. .fl'•. »e. ,F.,., .ld.d. 'd:..,U:4Y.i•wn. i#$ ............ ......................r.r..........:.r. :..:.r....r..... :..Y:•i.:•,'.'r iY..y... :S .o r..r/'.. rr: .:+: .r,:t..r.,a,..r...rr. r.:..:• ..y::. i �{G... .?. !.. Y.df.G':d�';,: '.{': }:i..' r} ,r r •r d:.v., G::�:. ,•.r„. ..;r..;..:,.;,.:,.::;.;..::.:::,.?.:.:.f:,:{r,{.:.o:hn.:.:{;•.n; .;.:�.r: ti'.l, :¢ .�. r ,'.i':. JC• rd:,', ;::r:rrs .Y.l.{. .:r.., s.�. .'G�r: r.{c>:'�r�rc;J.:+'.;., ?7 i'::::drd%:?{.y•:d'•Jy �ya,.N..,.,.y ......:..:.:.... :.....::....:..:...........:... r...........+:::?.r,.:r...:s.:{.„.„x•;:v.:„.:.::n•::..:.::.:..r:.n::..::.::....f.:.::r:;.::;.;.:,„{},.,,.}{3v>;x...:::.t::.}}•:{;:{�?:;:?;4:i•i:{.�...:r;�o.....:.d '� /.` :rf.. r.r..r.... r r. ... .. .. r r r w f. ,r x.dJ: n:�:ia�•Y x.. }t.. � • ,..,....f........................,r.r......r xr r......n.....:..l.....,....!.......... ..:.:.. .....n.r ..:.....rr :.l.J.:.,. .v .r.... 4��' }� ,r l r r f r Ws'r,f^fE>'�:r:. '•,: {.. .,.. v.r .�. :....:...:.:.... .....:..:.n........r..:....:...}.,,.......:...............:....,. ..,. ......+......................,+..........v.............,.:....,..».,.».{::•..a,.,.,..C..:.:.:::f.4n:.:::::,.:::.r.„f:.::... 4 f : r �l d,6 W.d: .G�•} 1:or i r !}' r. '. .?. 'r{r S'.".4. r4: s/., °rd .a,:�:x..:;;•: .0','} ».. r r N E •':/ :2 d r� •� �»G:.• .,,Ro. ,�' r l :>:,..,..:.,... .r.,i.,:,..•,:.r:.:::::::r:::.,r. n.:n.,::.„:n•:n.:..::.•r......�r::....::.:.i:>.:.::.:::.::..:....:. .» rn..,:'�}�.;�:.�n�r.. rr„. :.r•. ..1•d' r r N” r „'fir. ii ? .r. .:.tr.:., ;•f•.. I�1"IOYE EXISTING AGM ..,.i. .. n :;%;};r :'.� .v:<.:fl'. d ivr. Jnr r r} d:Yr.'. .# ,$ # a r 6'i "s:: :.c::;.':'G3" �IG Y+ .1.7' / .:.df;:E•� r 3C : ".i. .,;.. ';�•4 .f<iss' r"��'r,'•�•{r c:E” rio ,�i.� ! %ii;:. its .I. ' ` r? 'd� :r ' ✓.' / r '”:?r:..N<' �^r`.^,:; re:'.•':'% ��>r ":>�-:^:+ry ::i'� s>�I;vtrs .d.�• � s,t,,:,r::4x4sr2 x}... llr' 'xi`rias:>:isi`:>> a ' }, v���''..,>.J �•"- :... ...... .. ......+.. .. :...:..} .... ................................................................. S���i' r. r r'h%4fC:'^Y :r',.r4.• :r. Y } v :::„.4:. :..:..:..ti•..:n:...... .n...n., .:.;::...:::�.:.�.. ,.:.:.:.:.{.:..:.:•»..,xi.4.rivvv.n:r.:nv...n....v.nvn.,.:v CLADDING DOWN TO .;..y., ..Nr.f .:5.. ..r:..; .}r+ .r:...r.,:+ .rv.r.I. Y•%. .a"d:?r:•}.id:'%i:''ri M`., rnY:+. rr�r� ..r✓'r:.f r:.f:.'ix rY,rr ..;Y..,',::.: /f'::ry..{..:,.i......' `...:xr:.A.:..,.d+i:. .. .x...tr:... .•n:....,..•..:x..... .r•...ri.r..}..„..x}....:.:.,/.r:„...4....:.J..vr.....I.»»....»..ra"..r,•'.vI{L•:,:.Jrrd..•y:r..x:r.Jv:,'.;.'r...}.r.r:...i...r,n.r..:.:..{..v.}:....:s,:r.: .,..:..,..i...{.v,.»...,v„.n.J.+...rd. fd.i..,.4r.,,.:a.f}t......:...}rr.:..ra..:...fl;:..t1 :..:.{.x:Yn.4.,.'.+.�. '•{..,G;,.?..}.,{..{:;.t..:r;y ..v.:,ir:...+,:...::.r»n..}.}.ri,'•.:xa :»n:...fl:.�f ..».}»'r:..a..d•:.;•}}ti.,h}:••:ir .frn4r+:.;. .{Y.ir.>:.:,',.r:.r,;-:.r,.:.:e.}.:srr!. ..:}.? .r'r?rr:.r a}:.n.!:,...;.:.r}::..flrr.i'. ..::' %1.» 1rairlx:.4:?.CJ.:6.•Ys�r.Y.,�.:}.t...c..:.YJf.d?.'Er:...:>t.:•:r4+:..:i,•.f::r.}.+:{..+:".,:y:ra fl"r:�.r.'r:,'^;,:�.•;f::i'y.�{rJir:':LG'�'.:,ii:-Js:i?:rd-ir:::';'•r`,.'..{..i.,�:y.rr�.:,} .}:rr:.jr . +`..r.rhi.�:`srhii''.:d 'c SUB STRATE a 471 ay-- ''i fl y, - , ¢ : r f r - r , �� ., r .:.:R :::cm : -$ccc*:5 $y6? )+ r��: : „ .Jo .y; k"Yd d. , : }l:. . .� ) �d$dr i?'4."; {.as'::F:YP,r:I:i:'?!`°a°cGcY;:'•.:;:,'.n..+?J.:.•r::.:,'•�..?i ;5fl.:',1rdR i:,,,lin:h:: i.•i ri.;,d:.' ...J ..i::6..df.:.:::>.:d..f?..d....x::r;.:r.:r.». :..,9»..:.:.... .:,:.,r>.:.i:•,..•man.. ,.:.!,ss,.:.ry{fl.. r 7.,v:>}.; i?.r{•};..:{carr" tvtl;:•:xo?•.:?.::.�:?.:.f.:,.:r..f:4:�:r.x;•n::.::..:.n:.m:::.:»::»:::::::::::..»m.,{:,::,::.::.::•::•:.::.:»::::::•:.::::.:.::,•..:,..:.::{... .:... ..::e4.:.»...... : :..ra� .... ......., .,..., •:?..r...»... ..:.,.,t.r. n.i. .. T STOREFRONT ,::.r.:,rum::.nom{:{.,.. m:xrr. } / .................r............:................................-,..,..-..,...,..,:.-....:.,..,..............:,:.,:...............................,..............-.�:::•: :�:. ... N• .. r ,.:,fl: .... .: ::»s..r.. :N:ri .a...........{+,r':5...n:. .,..... .J.r.:a':r..:..:r:,�>::<.,.,;.;.;...„::::..,..+:r::�:�>;;:^::�:r�:.:„r�:.::.::..:..:::�_;::::::.„.:�:r:::::',•':si.::::;::.:o-:::J.'.::ddY .d✓s., i.;'. : O`. O'Lc1 AFF– – — ��m..,`:. 4P, --• r r r r {::: N. r r r r Mme.. .r:> \t \ r r r w : �tw+�. \ 4 4 \ \ \ \ \ €si ."•••"-.f , , \ \ \ \ r 43 aigNi ( n : { • r \ \ \ \ _ 5TFRT(E) TO REMAIN ,ayi; \ \ \ ` \ r Design and construction documents u - f \ ?, M I r\ *\ y ! \\ �\ \ fr`• ` \ \ \ \ \ A and r,Architect The+rsInctriresnts of eureka ore�o the end and remain the property of Christopher F. 6� id 4 \ \ ,, `^” n 'rg 'r r\ r, \ r \ \\` r \ \` r three ocfo r ton dozens**for moon ,j,$ \ r \ \ \\ \\ r EXISTING NEUTRAL PIER TO orbs thin nae awatb wind harsh is LEASE LINE A5d r r \ \ \ OCCURS 1�»c `\ \, \+ \ \\ r \ \ \ \ REMAIN, TIT BOTH SIDES Molly prahotted without expressed written fi \ \ \ \\ : r \ \ `\\ \ \ consent of Christopher F. Herbs,Architect trfN \ \ id • z r \ \ r \ \ r \\ LEASE LINE A5 OCCURS 1 9r Y 4 \ \ a \ s > r\ \ r \ 3150 \e » r . 1 , ffr r r� IIIb • r\ \\ ` \\ \\ \ \\ \ ,, ;. yrr f \ • \ \ \ 1 :;< \r. r\ \\ \ \\\ \\\ \ \\ \\. ::::: REMOVE EXISTING BASE, TIT' • :;?yid: \ \ \ ` `\\ \ \ sy ° : r rr \ \ • ter'mw, r r FINI5H FLOOR –, — `4 r O'–o" CI) U REMOVE EXIST AGM CLADDING DOWN TO SUBSTRATE ill 0 / 0 W a Om DEMO STOREFRONT ILLI co 1 EXTERIOR ELEVATION 2 NOT USED 1/2'.1'-0' cr Jiii:C0 Ca 111 CC M v Go < w z a F- N um cn -± i z 43) ozao i30 z 3 a 1,...._ 0, , i 3 ”,m a Pr*ct No: 18389 Drawn By. DLC Data Mum 2-23-21 FOR LL REVEW GENERAL NOTE: 3-17-21 PERMIT EXISTING 71N1A-4CS, PLUMBING FIXTURES, 4 AGGESSORIES ARE TO REMAIN. PROTECT DURING CONSTRUCTION B/ CEILING –B AFF – – — – – – – \ 1. Cgsb J ® , o , LANDLORD COMMENT/APPROVAL 'V FFE T/ G(E) 1 1 1 A It 3 1 , 1, , 3A 3B 3C 3D EXIST ACCESSIBLE UNISEX RESTROOM 3 INTERIOR ELEVATIONS DEMO ELEV & INT ELEV 114".Y-0" I o E O o 5 co SHADING DENOTES cc o a EXIST STL STUD 1 O a FRAMING TO REMAIN 0 • jj N[r�: r mW C i / N l ] N EXIST HALL TO REMAIN < CD C\I o m co a �g r S (PROTECT DURING CONSTRUCTION) UP:. �`7/ ' t'i • ��Y'17"I0 � (j/ l l 4, / ` r / / k ��##}}� ii'1.. }i:4i:}:.:?,EHI :s.�:Y<'?:: :r;:{•.r,:f' :'r l','y"s"''.v4:::vF i I 101111.111111114111 .�.:�...:'�•'��'',•..�.:;'::-:�4.::�':�::I �:��'arQIFw'o:i3into�.�. }... ......a",',.;:''''',� I ,Y+f,.Sfi:Y,JiM p r;.Y.iry.^-. �i:q+Yi:o f+.:} }'4:?':}.`"ii:ii:rri..'r:?ri..4i I nm®L y '�sy v5E KGs {s ' i a ` { �i{ :N "' 5 �� �{ /� .v �� � -rte 3 s ' _- r 6 0 l .,:g: ,r t—L y Y/ ',? }C Gr tiG m : r� y44P :T^,Lir ''l r-, x { t ; ;C { . { { -00.i . ',.i p f 4 , / z ! " web REMOVE GWB 4 ACT CEILING, '.,. ) 1 ? , REMOVE SIGNAGE 7 . j r LIGHT F I X1URES, $ DIFFUSERS EE °>4° 1::':':: < ,:*E:.:E::::.:; :<:s: <;..:,. ,,: ':':• .:-c�- " '. .y� .::.• ,f �h t 1 � ec, �x��J ��1y.,��,� cr G II •;;;;;: F t m��gi�,ryll«�� :atc' � REMOVE LIGHT FIXTURES, AGM � G �! �. trsr r f a { a �R,.'w:,4:.,, :}:•}:.:4,;.:�,r},: E.f%<•}.k . 's ...�..:;;�� ' ', PANEL, 85UBSTRATE DOWN TO �: Co �" FRAMING IN DusI n and oonatruclIon doeumsnts as Ylakteorts of serrlas o,given h oonficionos Z and rineln the property of Chfstoplwr F. Mork%AroIMsot. The uee of this deeln and thins conatruatlon Warrant*for purposes IL other the/the sptolllo propel red hsrei Is I shiny protlbltsd without expressed wraith I ocnuent of Gristopter'F. Marks,Architect Z I I f f I I EXIST STFRT(E) TO REMAIN tn I (PROTECT DURING CONSTRUCTION) V f g krim REMOVE WALL BASE (1111)If 11-- Il i- I REMOVE EXIST FLOOR FINISH(ES), x MASTIC, GROUT, TRANSITION, 5TRIP(5), $ 5ASE5OARD TRIM (PREP O } FLOOR TO RECEIVE NEW TILE, IF U I ADPL I GABLE) W a WCO I EXISTING MALL FLOORING TO REMAIN (PROTECT DURING CONSTRUCTION) Q I— ,, —J cc 0 W rc 7).-Ajti:WOrf.341:44.4.•:44.alx,V'e;::N':::::r :::::?..M...;t::%.::VV"VP:A: 1:Wr.V.;i:WP' ;.!:P.:'.5.'5'..'..,:A.P.V.zee,' .,ffle.15:41:,,n.0-g.....1,...,,,,,14,sA,„:.:a..-vo.?W.,,,,,,,,.0,0%,44.-„. Clel .. r4,. .:6 :.... .•./..:,. .5V: �. '.6'+f. r4 : • V...5":'6'.: }�� : r: .i ..�.•f". .. •'- r .!' },G, ". �.'. •"':.i .44 I N < Lu z .„, Q ° N Um Mz U) _ a DEMO EXTERIOR zz a O 1 WALL SECTION Il1 3 z 314'-i`-0e = N .4J I" Q 3 o a Pro)ect Na 'S389 Drawn BY DLC Date Issue 2-23-21 FOR LL AEVEW 3-17-21 FOR PERMIT LANDLORD COMMENT/APPROVAL AO . 33 DEMO WALL. SECTION UNISTRIJT SUPPORT AS OCCURS @ NON-RATED REFER A9 SHEETS FOR H0 E NDN-RATED HORIZ HORIZ ASSEMBLY' DIAG WALL BRACING m NON-RATED HORIZ GC TO VERIFY EXIST GC TO VERIFY EXIST 0 0 ASSEMBLY COMMON FRAMING CLIP OR �jj (REFER 4/A6.l) REQUIREMENTS AS ASSEMBLY RATED HORIZ ASSEMBLY RATED WALL ASSEMBLY m a) 5TL SW BRACE TO VERT is APPLICABLE MATCH AS REQD MATCH AS REQ'D CO co A55EMSLY ® TOP MID A5 ai REQ'D (FOR SEISMIC m z '' . - x ,'�. CONDITIONS: 511- STUD MUST -- - - - Q ;�i,�,,ti ,; RIM, ; 9w... o '' EXTEND TO ATTACH TO - �• _ - 'U " �s IHR RATED HORI Z �� \ 1 cc 9 o li r71."/" UNISTRUT SUPPORT AND BE T CONT 186A VERT p '� DYNAMIC JOINT HEAD ASSEMBLY I I z O a FREE AND CLEAR OF WALL I I SLOTTED I I/ ? OF WALL PER UL I O I X E -c CO • SLIP-TRACK (REFER a- DO NOT FASTEN II N �' ro vi I I . NO COMMON CLIPS) Q HW-D-0002 fl I 4/Ab.I) J Q GWS WITHIN MIN II 'yr PARALLEL TO FLUTE GE=ICING "CCa ; N VERT ASSEMBLY SCREW CLR AREA REFER PLAN N . N RUN STL STUD & TRACK TRACK M z L OR INTO TOP TRACK (REFER UL DTL FOR . 1 : 4 FINISH SCHD AS OCCURS A v TRACK � PERP GOND) GWB TO EXIST W HORIZ ASSEMBLY I ® H \ !�, 111011 - hg@ OPEN COND C sv � 'r. II , .CEILING r • GEiLINb INSTALL FIRE-STOP L �,,. CEILING CEILING I � . REFER PLAN \ REFER PLAN II ,� ,. REFER PLAN _ __ I I $1111' INSTALL FIRE-STOP 0 C•4 FINISH SGHD G FINISH SGHD CEILING LINE _ ;. $ FINISH SGHD SREFER H SGHD • ��LAN : CEILING LINE 0 ILI CEILING CEILING C-;�IA1 C•?'INN \ Imos - •" 5Th STUD, 5/8" GWB '111 A `\gip\1 \�� � �\`' �� co II�`\ .`�.�\�\�� P16 7/8 � IS" TYP `X GWB ADJ SIDE) 1 +6 5/8" `i▪ 6" STL STUD, 5/5 GWB 7 1/4" `� p f 6" SIL STUD, 5/8 GWB 8 1/2" II \' TUD` 8 TYPE -X GWS �7 5 1/2" .` ��:� TTENUATION BATT �" 6" STS". F6 P63 5 I/2" SOUND ATTENUATION BATT m n 1,20 \! r ,.` >- x 2 ` . ▪:: m J ` w❑ �, m Q O ���\\ 1 5 `, : _s:. D�`� NUATION BATT w d _ \\\\����� .���`��5 5 c•a� ``•5'1GWB w 0 !ii • u n m co z < n ter+ a � � Z J O ® ❑ `\\\\\\ `` �♦ �� Er coZ \ co Z �`` �� ❑ toZ -� O L1 \\\4 4� .. +4 1/4 3 5/8 STL STUD, 5/8 GWB i- CC a7 I/4 r 6" STL STUD, 5/8 GWB m z [t \\ �.� m z w ,�, \\\\\\\\'IS.` GW$ ADJ 51 DE) o lull I _ 0 o II � 30 ❑_ � \ II t\\ A1 L- 30 F31 tnC37F= l- a '� P6 �� m (7 � u�i ❑ JOz � � \` o�•\� copy w = mt- P14 `. �., � p � ♦�:. r 5/8 TYPE—X 6W6 a rn ❑ - Q E ¢ a p ¢ p ¢ o C7 ❑ 6 I/2II 4 ND ATTENUATION BATT p „> `s 2 I/2 5TL STUD, 5/8 GWB w Q .Q U J 47/8” 3 5/8" STL STUD, 5/b" GWB w a J J `--- N,'' `\�\\���� ��,•-� z a p In < m \ \ � � � z ; azo co xaw 1,21 II a o II \'' � Zo �` r z t7 f- O n p w II 2 SOUND ATTETIUATION $ATT w❑ < ❑ o w ¢ O II \ �`\. ``` z F2 c~ra 7 a P35, a �- �. �� to ❑ 3 ,I8 5TL STUD. 5/8 GWB o f- � '' a I V 0 - ii 0 m ❑ 6. 3 I/2" SOUND ATTENUATION BATT 0 w 1- ¢ } CO O I I ��\ •\\\�\\"�� 5. w ¢ ¢ " I I \\\` �\�` co .,, • r/ O m .��3 0 m to J • F- \` 3 5/8 STL STUD, 5/8 TYPE-X GWB w 3 J m 1,131 5 I/2 r -k 3 I/2" 50 ND ATTENUATION BATT w '-- -4 .1 Z, ° tY w 5 ! cc w 3 LU �. . 1I r _,-/,1 3 5/8 STL STUD, 5/8 GWB _I co 1 6 I/8 `` " " tt J z f I� _ y _ +2 1/4" ! 5/8" STL STUD, 5/8" 6V� a ❑ 4 �/8" " J ❑ " I J FII / P3 1 fco iri 1,231 \\� � ❑ a \ \.: cr: C w 1," II `a''' ' 3 I/2" SOUND ATTENUATION BATT J II � 0 """ 1 . 5/8" TYPE-X 6W$ ; car 47 :a m.,..„,. 3 1/2" SOUND ATTENUATION BATT ' " , u a �, PLAN PLAN PLAN TENANT PLAN TENANT • ,S STL STUD TO CONT (T) STL STUD TO CONT (T) STL STUD TO CONT (T) STL STUD TO CONT (I) PER STL FASTENING 1 7i' PER STL FASTENING 1 - PER 511 FASTENING " PER 5TL FASTENING 11" SCHD I I CONT (T) (GA TO SCHD - CONT (T) (GA TO SCHD II CONT (T) (GA TO SCI-ID II CONY (I) (GA TO Design end construction documents as I I / MATCH VERT STUD) . MATCH VERT STUD) \III\VI MATCH VERT STUD) II ' MATCH VERT 51W) r.trrnrraa of eervioe rt given h confiders" I I !/ � and remain the property o1 Christopher F. TO FLOOR PER 5TL TO FLOOR PER STL TO FLOOR PER 5TL I TO FLOOR PER STL �s,�+�r. +�of thl design and 'I' FASTENING SCHD m FASTENING SGHD FASTENING SCHD ' AN' ' FASTENING SCHD these construoaon doounants for pigpens is other thin Me epeolno pmjeot mod harsh Is sutotty prohbthtl without expressed mitten SILL SILL SILL SILL "mems of Christopher F. Warta.Architect SINGLE LAYER DOUBLE LAYER SINGLE LAYER F FURR PARTITION P INTERIOR PARTITION D2 DEMISING PARTITION D1 DEMISING PARTITION NON RATED NON RATED 2 HR RATED UL DESIGN #U419 1 HR RATED UL DESIGN #V497 2X WD NAILER _ T/ WALL TRIM/GAP PER PLAN ItREFER ELEV NOT ALL NUMBERS &/OR CODES MAY BE USED (FULL GWB GAP @ SIM •1 GOND) �f COLD FORMED MTL FRAMING WALL TYPE NOTES T! WALLtifill) T\ 1. COLD FORMED, LT GA MTL FRAMING INCLUDING STUDS. JOISTS, RAFTERS, & TRACKS A. REFER A2 &A5 SHEETS FOR ALL CEILING HT SHALL BE PER ASTM A653, W/A G60 COATING. A 1 1/4" �) 6" STSTUD, 5/8" GWB 2. MIN YIELD STRESS (Fy) FOR 16GA MEMBERS & HEAVIER = 50 KSI B. REFER STL STUD PARTITION SIZE TABLE FOR STL FRAMING REQUIREMENTS UNO. U H6C. � � /moi 5 1/2 SOUND ATTENUATION BATT w 3. MIN SIZES SHOWN ON DRAWINGS ARE AS IDENTIFIED BY THE STEEL STUD --' J CC �' cn MANUFACTURERS ASSOCIATION (SSMA). C. REFER A3 SHEETS FOR DIAG WALL BRACING REQUIREMENTS AS APPLICABLE. CO u� w o 7 1/4" 6" STL STUD, 5/8 GWB I- O C.) CC H61 \ o0za w D. PROVIDE LEVEL 5 FIN ON ALL NEW& EXIST WALL TYPES. J C7 C 11 SSMA STUD DESIGNATION (a w U J r{ -R/g" i 3 5/5" STL STUD, 5/5" GWB Z O E 'WET' LOCATION REFERS TO WALLS @ RESTROOMS, BOTTLE FILLING STATION & HC d Q 1-- 5 J 600 S 162 - 54 THICKNESS COOLER, &lOR MOP RECEPTOR, WHERE APPLICABLE. 0 m ❑ X51 .1 N. 3 1/2" SOUND ATTENUATION BATT 0 w w CONVERSIONUNI N cc m MEMBER DEPTH I I MATERIAL THICKNESS 33 MIL 20GA F. INSUL MATERIALS, WHERE CONCEALED, SHALL HAVE A FLAME SPREAD INDEX OF I 4 1/8" 3 5/5" 571_ STUD, 5/8" GWB ti 6" = 600 X 0.01" 43 MIL 18GA NOT MORE THAN 25 &A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. 0 Ha I 54 MIL 16GA STdb. s ,YLE FLANGE WIDTH 68 MIL 14GA 0 T - TRACK OR JOIST 1 5/8" = 1.625" = 162 X 0.01" 97 MIL 12GGA A STL STUD PARTITION SIZE TABLE w cC PLAN 013 Q STL SW TFASTENING PER 5TL CONT (T) ALLOWABLE PARTITION HEIGHTS @ 5PSF L/240 0 SCHD CONT (T) (GA TO 4. PARTITIONS & CURTAIN WALL SHALL HAVE DEFLECTION TRACKS W/A MIN OF 1" MATCH VERT STUD) DEFLECTION UNLESS OTHERWISE NOTED. STUD FLANGE STUD co w ZZ c*� � TO FLOOR PER 5TL 5. MIN SECTIONS FOR CONSTRUCTION. 20 GA 18 GA a FASTENING SCHD A EXT NON-LOAD BEARING WALLS. 600S162-54 DEPTH WIDTH SPACING ? 1 B N. INT NON-LOAD BEARING WALLS: 3625162-33ILL 0 Z Q3 6 SILL 6. UNPUNCHED MEMBERS SHALL BE USED FOR ALL JOISTS, HEADERS, &ACCESSORIES- 2 1/2" 1 3/8" 2- I - CO _ PUNCHOUT IN STUDS SHALL BE A MIN OF 10" FROM THE END OF THE STUD. 24" 11'-0" 11'-11" r D= SINGLE LAYER 7. NO SPLICES IN STUDS, JOISTS, OR HEADERS MAY BE MADE. Q Q 0 H PARTIAL HEIGHT PARTITION 8. LT GA CONNECTIONS (UNLESS NOTED OTHERWISE): 3 5/8" 13/8" 16" 16'-4" 18'-3" 13 z A TO LT GA: #10-16 TEK SCREWS X 5/8" LONG. 24" 14'-8" 15'-I I" B TO STRUCT STEEL: #12-24 TEK SCREWS X 1 114" L. PENETRATION OF SCREWS Z Cl) r SHALL NOT BE LESS THAN 3 EXPOSED THREADS. OR HILTI POWDER ACTUATED 16" 17'-'7" Ic4`-I" r H FASTENERS, X-U WI 0.157" DIA SHANK AND 1 3/8" DIA WASHER. FULL 3 5/8 15/8 Q I Q 24" 15'-4' 16'-8' PENETRATION IN STEEL , 11/2" MIN EDGE DISTANCE AND SPACING. Co d C TO CONCRETE: HILTI POWDER ACTUATED FASTENERS- X-U WI 0-157'• DIA SHANK & 16" 18'-1" Ic4'-8" 1 3/8" DIA WASHER, 1 1/4" MIN PENETRATION, 3" MIN EDGE DISTANCE &4" MIN 4 1 3/8" 24" 15'-10" I1'-2" SPACING. P, Z#ro: 18399 TYP CRC TERMINATION: TABLE 1 9. PROPRIETARY ACCESSORIES CALLED FOR IN THE TYP DETAILS ARE MANUFACTURED BY Ib" IS'-11" 20'-'7" EXTEND CHANNEL INTO THE STEEL NETWORK(TSN); SUBSTITUTES OF EQ OR GREATER VALUE MAY BE MADE WI 4" 1 5/5" Drawn By: DLC PUNCH-OUT ATTACH W/ PRIOR APPROVAL OF ENGINEER/ARCHITECT. 24" I6'-1 18'-0" Dam haus OFF MODULE STL STUD 41 CONNECTOR PER TABLE I STUD DEPTH CONNECTOR 16" 24'-q" 27'-2" JAMB OR POST - ' USING (4) #10-I6 SCREWS b" 13/8" 24" 21'-8" 23'-q" 2-23-21 FOR LL REVEW 6" CD 3545/L5F545 lb" 26'-0" 251-4" 9-17-21 FOR PERMIT 3 5/5" CD 5543/L5543 STL FASTENING SCHEDULE 6' 15/5" `` I 1/2" X 11/2" X I65A TYP CRC SPLICE: J OTHER (50k51) CLIP ANGLE MEMBER FASTENERS NOTES. PIECE OF CRC, 12" L, ► I' LEN: 1/2" LESS THAN STUD DEPTH CONNECTION 1. HT LIMITATIONS ARE CALCULATED ACCORDING TO THE AISI-NASPEC S100-2007 W/2010 INVERTED INSTALL OVERSCREWS/BOLTS POWER DRIVEN /� CD FASTBRIDGE CLIP (PER SUPPLEMENT W/A 5 PSF LOAD & U240 DEFLECTION FACTOR. CENTER OF SPLICE USING TABLE 2) ® EA STL STUD, (3) #10-15 SCREWS ON EA ATTACHED TO CRC AS (I) 3/8"0 EXP ANCHOR X (1) 0.157"4 X 1 1/4" MIN 2. CONTRACTOR TO VERIFY STUD HT & GA. SIDE OF SPLICE ki,. REQ'D BY DESIGN1 5/8 MIN EMBED ® 52" EMBED HILTI / TABLE 2 BOT TRACK TO GONG SLAB EZ GONG SCREW oG MAX (I GBO #ER4621) ANCHOR IS" OC (ICC UNO ES ESR 3021) UNO ,411 CD 150U50-54 STUD THICKNESS CONNECTOR STUD TO SOT TRACK 1:12 TEK SCREW EA SIDE N/A (5oks l) CRC @ 4`-O" OC MAX STUD TO STUD (4) 010 TEK SCREW N/A LANDLORD COMMENT/APPROVAL 33 - 43 MIL GD F5-43 54 - 41 MIL CD F5-65 STUD TO STUD (SACK TO BACK) ( #12 TEK SCREW ® I6"OC N/A AO . 40 TOP TRACK OR ATTACHMENT 1 F A S T B R I D G E LATERAL BRACING DESIGN BASED ON DIETRICH SYSTEMS, INC (CD) PLAPARTITION TOOF OORDUNDER IDE OF REFER WALL TYPE NOT ALLOWED 1".1'-0" DTL IS NOT SUITABLE FOR WALL STUDS DEEPER THAN 6" STRUCT SYSTEM WALL TYPES 0 STL ASSEMBLY NDN-RATED HORIZ J © CONSULT MALL NON-RATED HORIZ CONSULT MALL GC TO VERIFY EXIST GC TO VERIFY EXIST a a NON-RATED HORIZ P ASSEMBLY COMMON FRAMING CLIP OR El ASSEMBLY - CO MANAGEMENT FOR ASSEMBLY 01 MANAGEMENT FOR RATED HORIZ ASSEMBLY RATED WALL ASSEMBLY m STL STUD BRACE TO VERT to m W ATTACHMENT METHODS m w ATTACHMENT METHODS & MATCH AS REQ'D & MATCH AS REQ'D LU Y cnco m .� y ASSEMBLY ® TOP 6 M! ' A5 n r, ,_ . REO D (FOR SEISMIC m �D 4 '.._.. .. .:....1.......':.g.,;..... CONDITIONS: 5TL STUD MUST - ._. ,.••-t. ��.;.:... _ �co .4 x EXTEND TO ATTACH TO �� I CC 0 0 I I �',,•' � � - 18GA VERT SLOTTED ��`' HEAD OF WALL PER UL IHR RATED HORIZ ,, �, UNISTRUT SUPPORT AND BE # "SLP-TRK" ' HW-D-007 W/ 18GA ASSEMBLY I I z �, O I FREE AND CLEAR OF WALL (I) 10-I6 PN TEK I I SLIP-TRACKBY I I ,,� E 7 " SCREW PER SIDE EA DIETRIGH SYSTEMS, INC. OR D-. Q VERT SLO i la) I cv CE w m I I NO COMMON CLIPS) I I Q DO NOT FASTEN II SLIP-TRACK "SLP-TRK" - f VERT STUD INSTALL APPROVED EQ (WIDTH TO i _ _ "' I I I GWB WITHIN MIN II it, CEILING o ; �., VERT ASSEMBLY PER MANUF REG MATCH VERT STUD) J cfi QSCREW CLR BY DIETRIGH SYSTEMS, 144: REFER PLAN -� o aiTRACK (IGC-E5-E5R-Ig76) TRACK El OR INTO TOP REA INC. OR APPROVED EQ �, U c , FINISH SCHD D X 0 TRACK 'TRACK (WIDTH TO MATCH . �, RUN TO STUD & AS OCCURS \ a VERT STUD) _ ... u W GWB TO EXIST HORIZ ASSEMBLY .m Alt 191 • OPEN COND I I O � ���� —— — REFER PLAN CEILING INSTALL FIRE-STOP @ �a -• REFER PLAN REFER PLAN sc.' GEILIN6 - . . CEILING — II - - INSTALL FIRE-STOP ® !�. IX 0 111,1 REFER PLAN CEILING LINE ;' — >' CEILING LINE 4 FINISH SOHO 4 FINISH SCHD `\ 4 FINISH SCHP I FINISH SGHD �,.�`\�., CEILING CEILING C.< INt ... C" Ne \ crisis gyp\\\ \\. , �\ \ ��a\N\ \ 6" 5TL •ag+ /8" GAB g► +6 5/8 6 STL STUD, 5/8 GWS I/4 6" STL STUD, 5/8 6WB S I/2 \ 6 5T TDD, TYPE -X GWB O 7 1/5",... \ (5/5ADJ SIDE) W W m 0 II Q O \�\,t���JO& +�, +�., �� X z DI6 I \\ ,,,�` ' u . \ 5 1/2" SOUND ATTENUATION BATT f 5`� D o\ NUATION BATT tL to D 5 `` cc J „ ` „ ami >- �.\\\\ { ��` .� `� cc W } w \\\\ �'\••. ,a`�,. ` r\�,�� DATION BATT cmz �n +4 I/4 5 5/5" 5TL STUD, 5/5" GWB ? I/4 6 STL STUD, 5/B GAB z Cr \\ ���` p z c = \\\\\ II � o F31 ,� mo www Imo Ma moo II o` a � _ 2 = •. :> 1 c9H a o I ` � C7 � w � w � ` II .\ • \ ``� O � w .7oN0 \ II -. '�\ � C7t- O a a a Cl) a t7c 61l2 . 4 57/5\ (5 ♦ t f: r < 0 ` c� v� o� z I ��I � �' ��.�.-. r 5/8 TYPE-X 6WB u� i \ .� \ �" -X GWB ADJ SIDE} Za w r " u z0 s0 )( a = P241 II Y \\\\\\` Z0 Q � m QO (7141 II �'�\\\\�. • Z � I +5 I/5 2 1/2 STL STUD, 5/5" GWS W < ❑ ¢ I 4 7/8 / • 3 5/8 STL STUD, 5/8 GINS act ❑ a w I I ': �2 SOUND AT'1ENUATION BATT w❑ ❑ © w ❑ I I S\\\\ �`2" SOUND ATTENUATION BATT w❑ cr F2 P35 :� , „ � rnI— = z CI. \ (ID I.- = z > � \ ?' '- a\�\\\o u' 1- < O I I \\�\a\ o 0 w t v s, a 9°, ,� w O m 3 I/2 SOUND ATTENUATION BATT w 1- a } m II 3 5/8 STL STUD 5/8 GWB m w 3 �`+ 7'— . // � w3 m � w3 CI) ....1 t- W � .� Orn - >n \ ►�.+ „ „ '/ 1 -i ' ❑ u ti tis J ❑ „ \ `r `;' 1 Cl 4 .� :� F! „ „ a a „ „ w 1- , D23 I��\�.i m w vii a DI3 I \\�.:ti''+ (5/S" TYPE-X GWB ADJ SIDE) �` m r 1 +2 I/4 15/8 5TL STUD, 5/8 GWS 4 7/8 3 5/8 STL SND, 5/8' GWB ca N 1 6 I/8 3 5/8' 5TL STUD, 5/8" TYPE-X GWB m- C7 1 5 1/2 I I .`-/ , 1 I I \ 3 1/2" SOUND ATTENUATION BATT J I I I 5 1/2" SOUND ATTENUATION BATT s'- PLAN PLAN PLAN TENANT PLAN TENANT e N. 5TL STUD TO CONT (T) 5TL STUD TO CONT (T) 5TL STUD TO CONT (T) 5TL STUD TO CONT (T) ` PER STL FASTENING l' ' f' PER 5TL FASTENING PER 5TL FASTENING " PER 5TL FASTENING �� SCHD 'I I i•,/,- II,' 4 II ' ''' CONT (T) (GA TO SGHD �- CONT (T) (&A TO SCHD CONY (T) (GA TO SGHD CONT (T) (GA TO Design and oonstruollon documents as 'I I MATCH VERT STUD) MATCH VERT STUD) I I ' ' MATCH VERT STUD) II I '�' MATCH VERT STUD) "et""t°"�°r senior e" "ir N aiiA°110e and rw n the property cf Christopher F. / TO FLOOR 5TL `� TO FLOOR PER 5TL :101" TO FLOOR PER STL- 10 < . TO FLOOR PER 5TL Parke,ArotdMot. The see of this design and '` 'I , FASTENING SGHD FASTENING SCHD FASTENING SCHD FASTENING SGHD thee*conetruoton dco`a"ant+tor pipees to other thin the project rimed hereto it etrtotly prohbtted without expreaaad written SILL SILL SILL SILL oorrent of Christopher F. Merke,Architect SINGLE LAYER DOUBLE LAYER SINGLE LAYER F FURR PARTITION P INTERIOR PARTITION D2 DEMISING PARTITION D1 DEMISING PARTITION NON RATED NON RATED 2 HR RATED UL DESIGN #U419 1 HR RATED UL DESIGN #V497 2X WD NAILER 74- _ T/ WALL _ REFER ELEVr ., - TRIM/CAP PER PLAN NOT ALL NUMBERS &/OR CODES MAY BE USED (FULL 6W15 CAP @ SIM GOmr2) 1111 COLD FORMED MTL FRAMING WALL TYPE NOTES T/ WALLifill 1. COLD FORMED, LT GA MTL FRAMING INCLUDING STUDS, JOISTS, RAFTERS, & TRACKS A. REFER A2 &A5 SHEETS FOR ALL CEILING HT. kilU `! 1/4" 6" STL STUD, 5/5" GINS SHALL BE PER ASTM A653, WI A G60 COATING. H6- 2. MIN YIELD STRESS (Fy) FOR 16GA MEMBERS & HEAVIER = 50 KSI B REFER STL STUD PARTITION SIZE TABLE FOR STL FRAMING REQUIREMENTS UNO. 5 1/2" SOUND ATTENUATION BATTw 3. MIN SIZES SHOWN ON DRAWINGS ARE AS IDENTIFIED BY THE STEEL STUD a CO MANUFACTURERS ASSOCIATION (SSMA). C. REFER A3 SHEETS FOR DIAG WALL BRACING REQUIREMENTS AS APPLICABLE. p EC w r 1 1/4" r b" SIL STUD, 5/8" GWB I- CO 0 0 I- a o H6 in 017-- D. PROVIDE LEVEL 5 FIN ON ALL NEW& EXIST WALL TYPES. W J z a �' 0 z SSMA STUD DESIGNATION V Lu• U 4 7/8" �� ✓ 5/8" STL STUD, 5/5" GAB w a 600 S 162 54 THICKNESS E WET LOCATION REFERS TO WALLS @ RESTROOMS: BOTTLE FILLING STATION & HC Q < 1- c ❑ HCL • m ❑ 3 I/2" SOUND ATTENUATION BATT 50 CO w I CONVERSION COOLER. &/OR MOP RECEPTOR, WHERE APPLICABLE. N m w MEMBER DEPTH MATERIAL THICKNESS 33 MIL 20GA F. INSUL MATERIALS, WHERE CONCEALED, SHALL HAVE A FLAME SPREAD INDEX OFUi I i 4 -f/8" 3 5/8" 5TL STUD, 5/8" 51,113d m 6" = 600 X 0.01" 43 MIL 18GA NOT MORE THAN 25 &A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. Q 54 MIL 16GA 0 OF STYLE FLANGE WIDTH 68 MIL 14GA CC Ii S = STUD OR JOIST 1 5/8" = 1.625" = 162 X 0.01" 97 MIL 12GA STL STUD PARTITION SIZE TABLE w PLAN T = TRACK 118 MIL 10GA Ca Q STL STUD TO CONT (T) PER 5TL FASTENING I ALLOWABLE PARTITION HEIGHTS ® 5PSF L/240 N SGHD 4: CONT (T) (GA TO 4. PARTITIONS & CURTAIN WALL SHALL HAVE DEFLECTION TRACKS W/A MIN OF 1" 111' MATCH `(ERT STUD) DEI LECTION UNLESS OTHERWISE NOTED. STUD FLANGE STUD w Z c� �► • TO FLOOR PER 5TL 5. MIN SECTIONS FOR CONSTRUCTION, 20 GA 18 GA N sal' FASTENING SCHD A EXT NON-LOAD BEARING WALLS: 600S162-54 DEPTH WIDTH SPACING = C~7 tv B INT NON-LOAD BEARING WALLS, 3625162-33 Ib" 12'--!" 13'-5" U <0 Z 0 SILL 6. UNPUNCHED MEMBERS SHALL BE USED FOR ALL JOISTS, HEADERS, &ACCESSORIES. 2 1/2" 1 3/5" Cl) 2 PUNCHOUT IN STUDS SHALL BE A MIN OF 10" FROM THE END OF THE STUD. 24" 11`-O" 11'-11" CI) k'Z SINGLE LAYER 7. NO SPLICES IN STUDS, JOISTS, OR HEADERS MAY BE MADE. +D Q 0 H PARTIAL HEIGHT PARTITION 8. LT GA CONNECTIONS (UNLESS NOTED OTHERWISE): 3 5/5" 13/8" IS ib'-q" Ie'-5" Z A TO LT GA: #10-16 TEK SCREWS X 5/8" LONG. 24" I4'-8" 15'-11" z 3 Z B TO STRUCT STEEL: #12-24 TEK SCREWS X 1 1/4" L. PENETRATION OF SCREWS SHALL NOT BE LESS THAN 3 EXPOSED THREADS. OR HILTI POWDER ACTUATED Ib" 1'7'-1" I1'-1" I Cl) H FASTENERS, X-U W/0.157" DIA SHANK AND 1 3/8" DIA WASHER. FULL 3 5 8 1 5/8 24" 15'-4" 16'-S" Q m Q PENETRATION IN STEEL , 11/2" MIN EDGE DISTANCE AND SPACING- W 14. C TO CONCRETE: HILTI POWDER ACTUATED FASTENERS. X-U W/0.157" DIA SHANK & 16" IS'-1" ICI'-8" 1 3/8" DEA WASHER. 1 1/4" MIN PENETRATION, 3" MIN EDGE DISTANCE & 4" MIN 4" 1 3/8" SPACING 24" 15'-10" 11-2" Protect No. 18389 TYP CRC TERMINATION: TABLE 1 9. PROPRIETARY ACCESSORIES CALLED FOR IN THE TYP DETAILS ARE MANUFACTURED BY 16" 18'-11" 20'-1" EXTEND CHANNEL INTO THE STEEL NETWORK(TSN): SUBSTITUTES OF EQ OR GREATER VALUE MAY BE MADE W/ 4" 1 5/8 Drawn By: DLC PUNCH-OUT ATTACH W/ PRIOR APPROVAL OF ENGINEER/ARCHITECT. 24" 16'-1" 15'-0" OFF MODULE 5TH STUD CONNECTOR PER TABLE I STUD DEPTH CONNECTOR IS" 24'-q" 2-r'-2' Date Issue JAMB OR POST X USING (4) #10-I6 SCREWS 6" 1 3/5" 2-23-21 FOR LL REVEW 24" 21'-8" 23'-9" l6" CD 6545/LSF545 IS" 26'-0" 281-4" 3-17-21 FOR PERMIT 3 5/5" CD 8543/LS543 STL FASTENING SCHEDULE 6" 15/5" 41 '-/� .. ..d 1• I/2" X ! 1/2" X 16GA 24" 22'-q" 24'-q° TYP CRC. SPLICE: lj 1. el, ---- % OTHER (501<51) CLIP ANGLE MEMBER FASTENERS NOTES PIECE OF CRC, 12" L, Ilk. ill LEN: 1/2" LESS THAN STUD DEPTH CONNECTION 1. HT LIMITATIONS ARE CALCULATED ACCORDING TO THE AISI-NASPEC S100-2007 W/2010 INVERTED INSTALL OVER /` - CD FASTBRIDGE CLIP (PER SCREWS/BOLTS POWER DRIVEN CENTER OF SPLICE USING 1 - TABLE 2) g EA 5TL STUD, SUPPLEMENT W/A 5 PSF LOAD & 0240 DEFLECTION FACTOR. (5) #10-I6 SCREWS ON EA / ATTACHED TO CRC AS (1) 5/6"e? EXP ANCHOR X 1.:;r100EMBED T (I) 0.15 "0 X I 1/4" MIN 2. CONTRACTOR TO VERIFY STUD HT & GA. SIDE OF SPLICE REM:, BY DESIGN 1 5/5" MIN EMBED li1, 52" BOT TRACK TO CONIC SLAB OG MAX (113,o #ER4627) EZ GONG SCREW TABLE 2 UNO ANCHOR @ 16" OC (1 CG 4101000/1"-.. ES E5R 3021) UNO CD 15OU50-54 STUD THICKNESS CONNECTOR STUD TO BOT TRACK 4:12 TEK SCREW EA SIDE N/A (5ok0i) CRC @ 4'-O" OG MAX STUD TO STUD (4) #10 TEK SCREW N/A LANDLORD COMMENT/APPROVAL 01101 33 - 43 MIL CD FB-43 54 - 411 MIL CD FB-68 STUD TO STUD (BACK TO BACK) (4 #12 TEK SCREW 16"OC N/A A0 . 41 TOP TRACK OR ATTACHMENT 1 FASTBRIDGE LATERAL BRACINGPLATE OF FLOOR MTD DESIGN BASED ON DIETRICH SYSTEMS, INC (CD) PARTITION TO UNDERSIDE OF REFER WALL TYPE NOT ALLOWED 1"-T-0" DTL IS NOT SUITABLE FOR WALL STUDS DEEPER THAN 8" STRUGT SYSTEM WALL TYPES • CONC ASSEMBLY I— o E o 0 0:70 ai 07R (V‘fLU - N CO CO 0 r0 0 0 U I CC 0 0 I > o y O I N 6.i... LEco ('1 /do .9 ta cv 0 iCi 4'-10 7/8" 2" LL TO LL (VIF) 26'-4 5/&" LL TO LL (VIF) 5I'-4" LL TO L (VIF) -- -- 2'-3 1/2" CC Lii I -10 I/ I ' LL TO LL (VIF) / I ; I yUlf he FITTING —I 1 X R. •M 5 — - - - - A9.0 a. at 07 _ •—i . d la O 0 _._ — — ems ,4xNso—__+_ .._- ...,,,,, ,:„:„ :,., , 4:9,,i_ _ v hr. Li_ 6 alb ;l�`�r:� � ��3'ft :$�l'iY%Y. /3 HS/Ar� � '�'WfY'4 '�J $ MN }]iA�Of'X. Y �.t�a�- 1,..-1, Y ____ _ _ _ ''.•r , Al //://TA f ,__ .,__, V , -1-1-1 1 II if iI- 11 11 if it it it it it L ti—if --- 0 40, 2 (, , . r �L I I I I I I I I I ❑ 0 p/ _1 ACCESSIBLE '�®' 16N +H3 ALIGN 4 H H H H - a - H N I rY�rr • o UNISEX RESTROOM HALLWAY TYP _ 2B INFILL TMP JL JL JL JL_ . JL J Iin i F IOa , © �:', � } © ALIGN I u u 108 I =� , 1 in A3.2 © I L TYP I i %' TIT OF 1 k IT !-..-• m m mil W. _.\_ ii. wim /. Ili — — _ f I 2C ' "� ,.__r �-- r,1., ,F • JJ A3.2 © i _ I I " .+.. u, a 1-8 ow / _ J • • / I i s� 0 T 0 \EEll -'� 10 4-I 7/8 2-4 ,..,_-iii , 4-6 i 10'I I _Aii C x "` rrl 3 121 P3 F3 51-1" IO i , L ABA U• > r — � ` L11- FITTING • ::, ' �� / BE� �/./ I riri iii�ii/ <iiii. //iiiii ii�j 7 IC5D) I 1 __I ROOM FOYER ' 0 I if: — • $ J es�+ r1 I ® 102 I =z TYP r I B ILt I i --- ABA �'^ ~~�� I / - I Design end oonsfrueflan documents M I /% \\ ��\ • FITTING SALES o �..wo... h.vr�s. I r r'%�% \�`, ....�'y 1'-10" IN® ROOM 4 • _ Anitaoot I- end runlet the property mot F. r, � � ` i L oonstrucIon documents for puma '' - L`nn �< \`\ \\>r I S I 106 i r- . - I 101 I �l I' I 2A y�prol�lEed+N1liatxp►MiNe�n111 r•aloft piled mimed lweltn ►J �` \ �� I /- L I i _ canoed a1 Grblophr F. �►b.drafter. �i • I �s — s, _ + .4 �� i I 1 A i K — I r , H �_ iy 1 : , z 1 ii `� Z z n :. FITTING __ _ I . I : 1 0 L _ _ _n - _ •ki - J — • i `� ;� —' ROOM 9 f r / II\00 DEA �� • , `�, •f I 105 I / I I INFILL i s, - - - ���_ 1=1 / L �I i- _ i2'_I05/4' , i i1 j � �. I Q ® H3 - n r �` �� INFILL 1'��J 1 l. . _J u • _I �i I i r' I ALI6N INFILL \ 9 ``1 I • !NF1LL,ALI6,N Cia } ' 1 m TYP TYP -1 A I 1 ' ; • 'f 1 • 1 h I H H H H I yJo ' PG, Pb II IL II 11 II 11 II % / - II II 0 0 L————J : ! __ J L • 1 I I I I I I. \ . I--- — 7 J�'. --^f.:?... .. 1Y:f.M:^ � .. .: .. .. '. . •. .. �—^:4P:3e'.: ..... 1 '4.. �..i5YR4 �` JRJfi.... -��.Y.C'Y: r�.R7+f ryr r r: r fr`• � � , ., ,..�i 7,„o'z,f- �!� ..l.,.t f. •� PIMP?: sir. ��i5r.� :.,..... ._. .. :. ,.,,1 rll. ..,-- ... � .. �srs; frt �8: -�s �� ,.., 3d . . WIZ orf & r:,"::,,.�h :irlN�� [�"': ���. e?� _d (11)t_ ' ELECTRICAL STOCKROOM ACCESSIBLE FITTING - ROOM I OFFICE FITTING ROOM 2 ROOM 1 I o I 110 j I III I I 104 I I 103 I I 4 I/4" VIF 25'-1 1/4” VIF II'-3" 5'-10" 311_0" 10'-O" GLR 16'-6 1/b" HOLD 2'-2 1/5" IIIMI $0 102'-q 1/2" LL TO LL NIF) 1111 LI/ Q a W FLOOR PLAN0 a 1/4• - 11-Q" J Ow N W CCII a m Q PARTITION LEGEND fa a CC I- N WALL TYPE LL. 3 z '8 co = op EXIST 2HR RATED PARTITION TO REMAIN, Al-ERE INSTALLING g 4 0 BACK PLATE(S) GC SHALL PATCH 4 MAINTAIN CONT FIRE I — 1 I —4- #10-16 SCREWS AS SHOWN RATING, PROVIDE MIN LEVEL 5 FIN WHERE APPLICABLE h. 0 3 Z 6" OCFOR 3FTEAEND Z 3 4 12" OC REMAINDER OF SPAN GENERAL SHEET NOTES ' EXIST IHR RATED PARTITION TO REMAIN, WHERE INSTALLINb a BACK PLATE(S) &C SHALL PATCH 8 MAINTAIN CONT FIRE 1-3 ICI RATING, PROVIDE MIN LEVEL 5 FIN WHERE APPLICABLE 3 Co d NOTE - INCLUDE WEB STIFFENERS A. EXIT DOORS TO BE OPERABLE FROM THE INSIDE W/OUT USE OF A KEY OR ANY ® JOIST BEARING, LOCATIONS d SPECIAL KNOWLEDGE OR EFFORT. Prefect No: IBM END SUPPORTS PER THE STEEL EXIST PARTITION TO REMAIN, PATCH t REPAIR TO LEVEL 5 FIN NETWORK REQUIREMENTS B. ALL FULL HT PARTITIONS ARE TO BE CONNECTED TO THE UNDERSIDE OF STRUCT W/ WHA APPLICABLE Drawn BY DLC F 1.7:2 A SLOTTED TOP TRACK TO ALLOW FOR DEFLECTION. REFER PARTITION LEGEND. Dote Mum C. GC TO PROVIDE BACK PLATE(S) IN BOTH NEW& EXIST WALLS FOR ALL WALL MTD I REFER 2-1+-21 FOR 11 REVEW EQUIPMENT, FIXTURES, BRACKETS, & FINISHES, UNO. . NEW DEMISING PARTITION BY THE LANDLORD A040/A041 BOX BEAM 3-17-21 FOR PERMIT REFER NEW PARTITION A0.40/A0.41 LIGHT GAUGE BOX BEAM SCHED 0 FLOOR PLAN KEYNOTES g SEAM ID STUDS TRACKS O SOFFIT ABV O. NEW PARTIAL HT PARTITION (REFER INT ELEI/ FOR HT) REFER LB-I (2) 12005162-54 (2) 600TI50-54 ® DASHED LINE DENOTES LOCATION OF FIXTURES (REFER AI.I i A4 OHCETS) f A0.40/AO.41 LB-2 (2) 12005162-54 (2) 362TI50-54 O EXIST ELEC PANEL $ EQUIPMENT TO REMAIN (PROTECT DURING CONSTRUCTION REFER ELEC) NOT ALL NUMBERS &/OR CODES MAY BE USED LIGHT GAUGE BOX COL SCHED ® NEW MOP RECEPTOR (REFER PLUMB) GC TO VERIFY HORZ ASSEMBLY IN FIELD & COORD WALL TYPES COL ID STUDS TRACKS �, 1/A6_2) LANDLORD COMMENT/APPROVAL ® CORNERLC-I (2) 6005162-54 (2) 362T150-54 LC-2 (2) 10005162-54 (2) 362T150-54 LC-3 (2) 6005162-54 (2) 600T150-54 A1 • 0 LT GA 2 BOX BEAM/BOX COL SCHD REFER 1/A0.3 FOR ADD INFO FLOOR PLAN 0 0 0 0 R rRo ° U OCD O co H (i) CO N m I 0 v cc O O T C L 0 t O aaa ��i f.„`-') a j N ci / < 0 co 4'-10 7/8" 17'-10 1/2" LL TO LL (V!F) 26'-4 5/8" LL TO LL (VIP) ' 51'-4" LL TO LL (VIF) / 4 j 6,I b.. 1,- ''' LL TO LL (VIF) ' I V c'-1 1/2" 21-6 1/2" 401-0" WALL BAYs'-o" FN , IM he / / / /IT \ — — — — / -- - r, — - -- !v,66i'.�i o °"'s' 5 $ s s�t],,,(,d f <9st'.{..',t:. £vr::ifi :.,.,✓'y, •`3:%hl. s ........ WO CM i5 'r9DlC£�,d' :•:9- O' uj %` r�_ s� / 1K — h. Iffi n ACCESSIBLE �- FITTING %'� 1- - -- 17 ..^ --'� `- `- I I v a. „r T o UNISEX RESTROOM HALLWAY 1co iN i' 0N(?M5 .• ; ID 1L N. I _ IOa I lob I I Io _ 4 4 `-,,` U LI. '- j m al \ } ' SA • m = JR- 1A r'd 4 1M ©!/ : - �` _ ` C_Ctg j"-‘, --t i f: ry 4,_,,„ 1. �• 6��" 4�-bu I 4'--6" 5'-4I/4" l r s 9D 3B 1D 33 FITTING -f �, o � ROOM FOYER %/\ % __ i+ L.L. +� I 102 I - -- \: •1 .141 F-' ;,,a i�1 ,.a1 err . ME M SC j — _I Q V'_ �.' W CZ +� 1_ , % f P� "r J 'i + \ - I I 1 - v/ia /viii /i/ii////// //iii/i/rim 7 im _ . Er j i O R . Q L, j .ate:.�s g Nay..-{., I I -- - )- \ x a i • / 1 2 _! FITTING ' _ } q� a ROOM 4 _ ' `� �. i 106 I i 9 ' 3A/3B A4.0 1 I 1 _ 0 -_ �',,� • ..�. ..i i I ;i Nt r - SALES I I - 4 oar ' of�`", :c.'.b tioefeldefa 1 • • /� �- -� - I I ' z and rwnaln the prop 'y or Chrletoplter F. LI \ / . = 101 2 Aralhreot The+.a or dngh.ed _____.---ff.- . // i other m■,nr.vaaro N*t rimed hewer le 1 �• I C � ' 2A/2B ' ° ulna aantnmuan dohunlsate mor papoose . �, �/ 1A / MI e. e. �� a - a� -- - _ e . Moly Pfd mahout u�rrnnd rrtttan �`` �� �,"moi / -- - O ooneenl of pelelapher F. Mete.Ameba! 0 FITTING 1♦ 71 aL _iIiPh1EW1B ; ROOM 3P } \ 6 I I I I i0 i 105 - - -\ - ASA ;r d •• ... 1 i- — l'ert--..lit- . -.1 ,_-IC, 1 J ki 1 4 go _ ,_ , . ` ii , 0 tn I I -_,,:=7-..j, F / �' 4-6 6'-0° 4'-8 (/211 I If= = �f� �f I '-0 3/4" #. ..; r`�, I 41 1 7 Ell .. • ,1F" .4 _7,___ ,, . ::. 1_ 1 L .... ._1 .._ .. L_ II iL. 1 e's,, _i 0 N. FITTI G / -- -_ . ACCESS( LL�"~ :. _ I • ....„„4...._ ,'..... � - FITTING - , RO• 1 o 't L .J o 0 I0�' I , I ' 103 ; '� r�_�ir:DI r-,� r�_� r��� `'' 1 I. y o 1 . _ I I , I �,■■ IID I >~ I Im .I .I .I . } r � I V V V 11 y ' ( � [ZrZii l I I 0 J �� �/ � � �1- �.! `L.-,L...„.....„...,,,,...,,, �tL '',.....L,(17�•..�� r 1-----,r-V-+===+===+===� % 11 I I a Y J - 1 N ii Iii . 11I II N t ' --tom— v„,,.i/Wf �` Y/////////14////a I 1 y yrs' .as3 ...:sir / :..:.:... .?Ul%L, :1.1(U; I/.r . .CJI.,, ^:.;�'.t .::s. . : . ., ...:.:.: r:....:. �(lil ��:..�1,. (:f��. .,--, # , :�'"%li`. f�ri` :u rl, : . . !. " ��'� � r, is ,�k. �'�' � - �,��...... ...._��: ,z,��k. sees. sees f, � � f :� � ... —-- � �� �� �, , r.� — -��� �,;�:: ���� ,�,��. �>~,� � .,�.,,.,. . . . . , 24 ELECTRICAL STOCKROOM 1E (In ROOM / OFFICE no III t 1HCO 10 CIO " „ " U d!-7 1/4" HD RJLL R-O IIIb HD HIGH 5-11 2.-0.. 8-O BRA I6-O WALL BAY l'-6" BACKWRAP 12-O WALL BAY I,-5.. 6'I-lr 1.5" 3'11 /[f / /(REFER S/A6.{) (REFER 5/Abel)• � p c. v 1F 102'-Q 1/2" LL TO LI_ (VIF) / ---- - I- HXTURE PLAN Liiy 0. 114" 1`-0' GENERAL SHEET NOTES ' Q IIIJ O N A. REFER A4.4 FOR ALL TYP MTD & BLKG HTS IN BOTH NEW& EXIST WALLS FOR ALL CC WALL MTD EQUIPMENT, FIXTURES, BRACKETS, & FINISHES, UNO. w CC B. REFER A4.4 FOR ALL GRAPHICS UNO. CICI a m C. REFER A4.5 FOR ALL HANGROD & BRACKET LOCATIONS. O N < L1.1 Z CC a O N LL O 263 W = er FIXTURE LEGEND 0 FIXTURE PLAN KEYNOTES o 3 ° 0 z w w w w OI DATA EQUIPMENT OVER 5/4" PRT PLWD z a. TOTAL r TOTAL TOTAL IL N TOTAL = i- I- I- I- MOBILE SHELVING SYSTEM UNIT (PIPP): FIXED UNIT (a'-O" H) REFER 2/A6.2 FOR 14) Cr ACCESSORY WALL BAY FIN WALL LOUNGE / SEATING `-/ ANCHOR TO FLOOR (GG TO ENSURE LEVEL PP PRIOR TO INSTALL) W 2 17 UP TO 4 ROWS) 1 3 ROW(S) FIXTURE(S) MOBILE SHELVING SYSTEM UNIT (PfPP) 4TRACK: SINGLE CARRIAGE UNIT (9'-O" 2'-10" LF . 11' 4" LF FIXTURE(S) @ 3'-10" LF . 11'-6" LF 11 OF HANGING /FIXTURE = UP TO OF HANGING (FIXTURE - UP TO 1 1 ® H) REFER 5/A62 FOR ANCHOR TO FLOOR (6G TO ENSURE LEVEL FF PRIOR TO PrNo: 1!1380 11'-4" LF 195'-6 " • I BENCH(S) INSTALL) Drawn By DLG FREESTANDING GONDOLA 4FT I BRA BAY .. ../mi. . I 7 - 1 U 1 1 HC ® FLOOR -1-150X/OUTLET LOCATION (REFER ELEC) DEO Imo LOUNGE HC FITTING BENCH(S)FACEOUT{S) ¢23-21FOR LL W $ ,,r4Tti"t '=(1:} t .�: =',- " FIXTURE(S) WI TV FIXTURE(S) BENCH ROOM BENCH UP TO 4 ROW(S) ../ gym'`" 8 LF = 8 D LF .� UP TO COORD W/ ELEC 3-17-21 FOR PERMIT FIXTURE(S) OF HANGING /FIXTURE 6 4'-D" LF = 16'-0" LF UP TO 8'-0" LF 1 TV(S) OF HANGING /FIXTURE 128'-0' LF I MIRROR BAY 1 FITTING ROOM 1 1 . __ 3 ROW(S) o I I 1 TV(S) FREESTANDING GONDOLA 4FT '`�:^^..--.; Q 1'-9" LF = 5'-3" LF - OF HANGING /FIXTURE FIXTURE(S) 1 TV GO BACK 1 UP TO 4 ROW(S) 1 YOGA BAY 1 CASHWRAP M3 I RACK(S) FIXTURE(S) 06'-0" LF = 24'-0" LF - UP TO , 2 OF HANGING /FIXTURE =-. I,--y�K\ 4 ROW(S) FIXTURE(S) 24'-0" LF I :...I6 , I +,: 6, 4 CUBBIES EA 5 M1(S) �' I `"t'_, 32 II II N I II II ' I = 16 CUBBIES (FIXTURE CUBBIES II II N N II II BACKWRAP •- ,_ 1 M2(S) NESTED TABLE I YOGA BAY PANEL t n n lk n I r �J 1 M3(S) 0.,, 1 I M2 IM Np LANDLORD COMMENT/APPROVAL 3 -•_ '-- J `-I `--.1 --J 5 j L 1 5 ROW(S) FIXTURE($) 1 HANGING III I I II 4 CUBBIES EA FIXTURE(S) ll i i 11 = 20 CUBBIES /FIXTURE B0 EA RACK(S) CUBBIES Q (� J n [ 1 — — — I I f� - �11— HI I I I rY'-‘,..,_„–:.=.6) :-FJ ♦ , J. .L W/ UPTO3 1 $ IPAD FLOOR BAY NESTED DISPLAYS FIXTURE($) II II ® F Ell II FREESTANDING MINI(S) I I GO BACK I HANGING IPAD 1 3 ROW(S) 0 — -JL I I RACK I MI I RACK PRO 5 IPAD `- O 3'-1D" LF = 11'-6" LF FIXTURE(S) l PRO(S) o a I OF HANGING /FIXTURE NOT ALL SYMBOLS MAY BE USED / ALL MILLWORK BY VENDOR 4 1 ALL SALES TRANSACTION DONE VIA MOBILE DEVICE FIXTURE PLAN o E 0 0 °w d hi CC E 0 R� 0 0 0 W -0_ E � rt wroCi Y " N i Q j N o a) CO I 1 I W � LIU Id Ciii ae / 0 w I FITTING I I — co ROAM 5 . 107 3: s GTI I s ¢r al% ?&F4 YS$i3x} � ani y rad# y/i: �L IL 1. — — — — — L _ ,:„[Neti: _ L — i I 1r ,..,/,,,,,%%%%/% /////,.....//A _ I ! - I I .7(/ f /• II • ! i/'' II ` / if j, . /` ,-.•I! `f r if L — — - - - J F I l 1. �• I', , • • ;ti; • 4 w i 1-4:TI 4 , Y , J I , P I , ;.r:• ✓r f • f _ 4Vf< I 1 I / f !J I'' -01,4:,:. 4L________ _____.__ daa /rS3n oa : / f / / /` / I•r . a //r` „".. f i f F ! i lF • f f 1' W v .a i ("� • • • / %irS+, l w i' ' f 1 /4 �`y� I 1 I • ` v HALFWAY /. 4 fr t 7, , h h I 108 r ti •::'' 1 _// f r I 4 /` E+` f /L.: '" / F /f ..".„ / , El i / I 4 T3 I r 0 Gesl n and construction documents as • h 'Y,, fi \'L '.\ ''' . \ h L I 1 Mstnnis is of w In oonlld is -, f , 91+rsn I h r� 1: 4. h // I %iii ilii _ } and remain the 0 a!Christopher F. _--M0.00- 1 % I'� property P N Y' h'h .� f' • f "- /' 11ro1Msot elle awe of 1hY end \: > r faMtke, ' r ' J k I I f r f 1 f r J� IL 1lleae notniruotlerf ttoGxnefits TOr ;' !� ParPosM c f` ! .�'`�` / -- 102 i f` 4ge / JJ' 111. - other then the epecillo Project rimed Mc*Is /�If / +'I f f > „.: I / I I /1 / i.- I / / •f ;' f` b ! strle�y nrneantta0 welhout ex wrttben I - l..h / i 1 GTI /- +''4 moi' + ` "• ,.. F',• • f f .M :`4 ! ��� 1 ( "7 1^— L / ',/ / '' f • • ` COMM of Christopher F. Werke,/u elalpsot C / h , A �CE SQL I / h , I �.11111SSEX ES7R�D�NF _ , . • ,: .., : ,:- h I f f > �� .� I <3. F'` I J i F f F r� ::: , J J ,f �r L 10'7 I / - ;/ r i` J </ I - r r / �` I I 106 / - I 01 / r� J`; fI I STOCKROOM 1 ,. / /' -' / f r`r I G I / 4 f , �) I I /. � GTI r :,•h,r am' I1' / I / FFICE. z. / r /' 14 i l h I _ EEf I , 1 1 • t 1 4 • III / , ny / '' _ / h'a '4 - a - it l 4 • • a a a '•a fr r • C( ) ff / fr J • J • / / I r J.: ;1 __, '-' , 0 .e.: <17' ' / / f` f' i`` r /` .fi I _ � r f r'�. MIX , _ 4 ', q11 � 'IN :}/' I I :.. I I 1,;.'f-r.' ;,r a `t I , • I •�'', ���— I h '`•-, �'•,. _ / h A'. n. 0 .... .l 1. I I , , :.G / rk r' 0 ' 4� ", s Lai / J. I r:.. t 1.= , J n t } Z`: € / 105 I r / /` GTI f I°`- / f``` i <. / I / f` f 4. r:/<1 f / O 3 II A1.2 I' - - 2 r4 '4 IT: ,: ELECTRICAL T2 _ 4�': /r ?' ..f G • F:. / J TYP ..f ,,•r< I J Cf { 4....,../. F-1 /`1 • (110) 1r>S [ I l Roolu I I • / f` 104 103 110 • / �',✓ 1 r -1 • I , �� GTI GTI , t- 1 3) 1 I I • 1 O+ ❑ I I I • l U .t, I 1 Cir I I 1 1•c /r/��/4f f/i f� l i E I Is —:, . rw. : �:: :: 'r : : : ME : : : : ; ' . . V �� : : . .r��;i ,1 r--� i. I wit vi, r, s ,t :`,:.Y �:10{� ' — 24 0 0 I'mW 0 I I 102'-9" LL TO LL (VIE) I a -/ COUll t O a FLOOR CARE NOTES liJ ce N W FINISH FLOOR PLAN CDA. PROTECT EXPOSED CONC DURING CONSTRUCTION. CCD e 1/4 D B. PROVIDE A BROOM SWEPT& CLEAN SUB-FLOOR PRIOR TO FINISH FLOORING Cl) INSTALLATION al RY3 C. GC TO VERIFY IF EXIST CONC SLAB IS SMOOTH, LEVEL & READY TO RECEIVE O< V GV FLOORING. Q Z m D. FLOOR TRANSISTIONS MUST BE FLUSH. VINYL OR RUBBER REDUCER STRIPS NOT co y:1e% PERMITTED IN CUSTOMER AREAS GC MAY USE TERRAZO STRIPS. E. REFER A5.0 FOR FINISH SCHD. (~9 3 Z y H fY 0 FINISH FLOOR PLAN KEYNOTESILL J 3 r a O CERAMIC TILE WORK POINT (PULL TILE A5 SHOWN) Ptaltoct No. 113389 ® EXIST MALL CONCOURSE (PROTECT DURING CONSTRUCTION) Drawn By DLC ® CLEAN $ RESEAL EXIST GONG (FURNISH A COPY OF MATERIAL SAFETY DATA Date how SHEET TO MALL OPERATIONS PRIOR TO USE) 2-23-21 FOR LL REVEW ® NEW/EXIST PLUMB (REFER PLUMB) 3-17-21 FOR PERMIT FLOOR J-BOX/OUTLET LOCATION (REFER ELEC) O5 1.6 SGHLUTER DECO 2 1/5"AE 125 D / GOORD FINAL / km GT3 LOCATION W/ MALL ® SIM MANAGEMENT ® SIM 1.2 SCHLUTER GOND RENO AEU 125 I GTI I \ Q ' GTI FLOOR PER X I SCHD i II GT4 .11 //// ./„ L-,-, ti . k . z-- 01_011 .. / ♦ ol_oll T LANDLORD COMMENT/APPROVAL E . FFEVSTART ' PER T/ G(E) t' c. T/ C(E) POINT SCHD — DOOR OR LEASE t ,'S LINE MAY OCCUR A. THE TENANT MUST PROVIDE WATERPROOFING @"WET"AREAS INCLUDING FLOORS (REFER FLAN ) IN TOILET, DISH WASH, & FOOD PREP AREAS. THE TENANT MUST PROVIDE CONT Q FLASHING (BELOW BASE & FLOOR FINISHES) ALONG THE ENTIRE EXTENT OF THE WALL/FLOOR INTERSECTION WHERE "WET"AREAS (TOILET ROOM. DISH WASH, & FOOD PREP)ABUT ADJACENT COMMON AREAS OR ADJACENT TENANTS. A1 . 2 3 THRESHOLD 2 THRESHOLD 1 CT1 WORK POINT NTS NTS 112' - 1'-O FINISH FLOOR PLAN �R�/ R0 0 0 W - o e .LLI co_ cn m m 1 v x 0 -'-------_�_.. . . ....—_. _.--...--•---- -.--- . C>w o a T p c, 102'-1" !_L TO LL (YlF) 0 E d - P Li] c to FITTING FITTING Q N ROOM FOYER ROOM 5 5 NC} N 102 101 r, _ _ _ _ _ _ 71 A2.1 gg W I WI 164. 101-011 101-0" I gatii :;sem: rar45w*1; 4°:!": ', , , . s fii9i$ : „mu ,':„„„ :� �.er ... �v; Z, G G ' Ji is i = �f3 ACCESSIBLE / 7� I :... w.„„......„,,,,,„ . / ( .. .. ...: II ..IL• LI "fi,. ll - - - .-- 'ri .-i I. .-1LZ� ..IL .L - i 2 / -1 + Il. !I - Ir• it u'. II H If ," II" fk.. ❑ I 0 W HALLWAY _ �=�_� �_ __ . ... .. . . .. ;. :. .� . . .. . . :;- . �•�'�• _ ❑ UNISEX RESTROOM , .�•- � . , .. u . , ._ . ., _ log 108 ��- •` • ACT2 / r II •51-0" 101-011 I 1 � I 11 I � � e m - - � 1 e � .. . . . . '�" :r. , 4)�'i � 111. :fiT J , .. .rte �.I � � .� .✓ / � - . - . , . '1''' , n ;_f r.4 • 0 TY� - — — • ` - / II 1 •4- L 4 .: 4_ - 4-, er • eee' • l i. I. k. I .:1 1 , I i i I' I I J l' t 1 Y S :/ :J I• T 'I 1 i 1 u 'I u I � k O', b Cs• O (�rF Fal . • / I �-� ,. .ter �---r. ` r. I l G _ t , !' 1. � a O o M1 , . , J L -.r• t .0 // 4 I F'/.4-4/.//47../.7///////////4 /////.////1/ — m - — 4� - - ,. ./ I t y .-B ..: if Oral •ri.- 1 f I'.� I r r v, �= �: SA I j N u �•--••�f� I I =t. — 1 t I V l.� I L . 0� / I r • etk .. . L Eb'x: _ ': 5 r-'f•a'N'"' nnNt4 • 1— ELECTRICAL0 O � , .,"s-b i.. 5 f•-•ta"-n .. :' .. : 5'I.1 l '-6' n.'• - IF,.R :.�-.O. I". o"I-:b'•u. '• O .. r 6•I I i'r } t13, tt # � �H1i . 1 OM Design end oone1r atl n documents es" I � I l •I uainmerrts al unite we I IOI 71 —. -Q i end rslnsrt 1e property Christopher F. relmArllYeot 17s woof the n end purposes � Es - �.�i' � tl J L • . . : I N them construction dsouenb forotler tin he erred horse Ea sadly protease! sxDnwritten, "„,. ).j.7...;4.... .::�/ _ _ i : u - � ,I� I tf ' rI' t -1 consent of her F. Architect IIo LIilk { k 4 1 ____ . _ _ _, .. 11 _ .. • I I i {{ es 1, 1 441 �_ / �: / 1 I I l: �I _ � , • .li • I • i f II / - �/ it 1 EEf 1 a h h / •I I :1 r �� Il�r'i 1' I I � • • • - / • • • • • • • • 1 .• • • • 4 i tLt ::: : _ _ _ 8.' ,1 • • t , I: Fr .. • i J� ASS' i r Fit• �.EGt�: / •s": lo ._ .ECRL- . -, •-I I i STOCKROOM cv' l . . . I 1. I 1 OFFICE _� _ _ - -�� r =,� .---7i- rl � / -rv� G�r�r r — �� A �� ----- � .. ' . �� • .�'` .•. �, �.lo 'ol-. -- � ..�. .. _ -•. - �'.Baa • �' . ' . �' —� r.�a7 .; .E�,�-,� _ .�i�r' - - '•�a� �.� . � • tt �, - / i 1 ill s / r r dJ i I AGTI . ., I� 1 f I .111 . . :I. ti ! r I I - I F+- 1 I SII. I. .. / I •J -SI I! II. ll !i II Ir 4. .I}- I r ❑ ❑ � / •-_--�-, •. :JC:, cjL �I'• •Jh- 'iL •Jf .. •.1C -'JL JL. .. . ..'JL.. .. .. JL.. • '� 1 -�L' - I Cl d L rz.e iiiiiiri4 I I 1 +r ,.r ,c•M :::•: 1:.:. ',•;:�---- ; 3"is- d#4.! max- ':r' litilifiNg :1'r r. : - i — '' @ FITTING ACCESSIBLE FITTING I I I t11-0" 1'-2' ROOM 3 FITTING ROOM 2 ROOM 1 L ' J ' I (11) 105 — 104 • — 103 GWBI GWBI GABI 10'-0" 10'-0" 10'-0" GENERAL SHEET NOTES � CEILING PLAN 114" m 1'-0' A. GC TO VERIFY HORZ ASSEMBLY IN FIELD. � o LIJ B. SUPPORT WIRES FOR SUSPENDED DRYWALL SYSTEM & LAY-IN CEILING ITEMS MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S MECH, ELEC: PLUMB OR FIRE Q 1111.1. N PROTECTION PIPING OR EQUIPMENT. LI] N 1 C. SPRINKLER HEADS ©GWB CEILING MUST BE FULLY RECESSED &COVERED WI MTL PLATES FINISHED TO MATCH ADJACENT SURFACE. CENTER SPRINKLER HEADS IN 0 CEILING TILES WHERE APPLICABLE. Q 0 D. ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO STFRT SIGNAGE& BASE BLDG MEPS, GC TO VERIFY LOCATION AS NEEDED. ALL ACCESS PANELS CC IN GWB CEILINGS SHALL HAVE A FLUSH PANEL DOOR WIA TAPE-IN DRYWALL BEAD FLANGE. COORDINATE W/FACILITIES DIRECTOR. w E. ALL DIRECTIONAL&ADJUSTABLE LIGHT FIXTURES SHALL BE DIRECTED INTO THE TENANT SPACE&AWAY FROM THE MALL CONCOURSE. M CCCC m F. ALL DIFFUSERS, GRILLES, TRACKS, ETC., SHALL BE PAINTED TO MATCH ADJACENT FINISH CEILING. y ICE G. THE SUSPENDED CEILING LATERAL FORCE-BRACING MEMBERS SHALL BE LOCATED A MIN OF 6 INCHES FROM ALL HORZ PIPING OR DUCT WORK THAT ARE NOT PROVIDED CC 0 c') W/BRACING RESTRAINTS FOR HORZ FORCES. CABLE TRAYS & ELEC CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. N ti H. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATER DEFLECTION, SPRINKLER HEADS&OTHER PENETRATIONS THROUGH THE CEILING TILE REQUIRE MIN 2-INCH U 0 Z as CO RINGS, SLEEVES, OR ADAPTERS THAT WILL ALLOW A MIN 1-INCH CEILING MOVEMENT IN ALL HORZ DIRECTIONS. ALTERNATIVELY,A SWING CAN BE PROVIDED @ THE TOP = cc OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE 1-INCH MOVEMENT. ZZ Q 0 i 3 0 a tiCEILING PLAN LEGEND 0 CEILING PLAN KEYNOTES = s a T /Ur SYMBOL TYPE DESCRIPTION SYMBOL TYPE DESCRIPTION SYMBOL TYPE DESCRIPTION NOTES 0I CENTER LIGHT WITHIN CEILING AS SHOWN LO1. GOORD ABY GEILIN6 TENANT SIGNAGE .1-BOX LOCATIONS) W/ ACCESS PANEL CENTERLINE OF FIXTURE f ee' / �� D2S DECO PENDANT, CENTERLINE OF FIXTURE @ I I MSUB DUCT (REFER MECH) NOT ALL SYMBOLS MAY BE USED 2 (REFER ELEC) Protect No. 5E 03- 1 � Q3S 8'-O" AFF, T • FITTING ROOM/FOYER I (REFER ELEC.) O NEW MECH UNIT/EQUIPMENT (REFER MEGH) Drawn BY EDJ MAT-11 MATERIAL (REFER TAG) 1r IZIr — MECH SUPPLY DIFFUSER (REFER MEGH) ALL LIGHTING DIMS TO CENTERLINE OF FIXTURE UNO Date Issue 01_0„ W/ CEILING, HT (REFER TAG) 11111111 G 2-23-21 FOR LL REVEW C.1 2X LED TROFFER (REFER ELEC) BO FIXTURE @ 12'-0" AFF IN ALL EXPOSED CEILING AREAS UNO 3-17-21 FOR PERMIT NEW LEVEL 5 &WE CEILING SURFACE MECH RETURN DIFFUSER (REFER MECH) ' _ (REFER A2.1 UNO) i I H2 LINEAR LED STRIP LIGHTING (REFER ELEC) IZIICJ ALL GWB CEILINGS TO BE PAINTED P4 UNO L -I-1 I I MIL. DISPLAY(REFER PLAN FORD EN)VENDOR 4 0 L SURFACE MTD LED LIGHTING (REFER ELEC) L MECH EXHAUST (REFER MECH) SURFACE MTD MTL DISPLAY TRACK BY • • TRACK VENDOR 4 (REFER PLAN FOR. QUANTITY - S LED TRACK LIGHTING (REFER ELEC) eP SPEAKER (REFER INT ELEV) (REFER ELEC) AND LENGTH) 81 RECESSED MTD LED LIGHTING W/ ADJUST 24"X24" ACCESS PANEL (NO CAM LATCH A I o • OJ LG C G L• • •II 32 SS HEAD (REFER ELEC) ` WB GY 3000 SERIES GFRG OR APPROVED HANGING LIGHTBOX PLANTER BY VENDOR, •� A CENTER OVER GASHWRAP UNO, (REFER > RS ARE PRNO iTT�D(PAINT TOD S MA GH ADJACENT LANDLORD COMMENT/APPROVAL / ELEC) (REFER DTL 1/A6.2 OR. 6/A6.3) 6C. i TO VERIFY HORZ ASSEMBLY IN FIELD Q ® CEILING COLOR) (PROVIDE BLK6 PER ly VARIES EMERGENCY LIGHTING (REFER ELEC) MANUF RECOMMENDATION) B RECESSED MTD LED DIRECTIONAL 'I. BE LIGHTING (REFER ELEC) 'I : : NEW WD CEILING SURFACEC. ■ Cl RECESSED MTD LED DIRECTIONAL (REFER PLAN FOR TYPE) ili, LIGHTING (REFER ELEC.) CEILING PLAN LAT SUPPORT SHALL BE PROVIDED BY (4) WIRES (12GA MIN) SPLAYED IN FOUR STL JOIST (TDJ) SPAN TABLE STL JOIST SPAN TABLE DIRECTIONS, 90° APART. CONNECT TO MAIN RUNNER ® 2" MAX FROM o CR055-RUNNER 4 TO STRUCT ABV av AN ANGLE NOT EXCEEDING 45° FROM PLANE "6 b„ OF CEILING. INSTALL LAT SUPPORTS @ 12'-0" INTERVALS EA DIRECTION W/ FIRST 0) 1' JOIST 15 PSF DEAD LOAD & 40 PSF LIVE LOAD STL STUD (33 KS) (SSMA EXCERPT) POINT ® 28" MAX FROM 1=A WALL. LU `o m m 0 MEMBER TL DEFL = L/240 LL DEFL = L/360 TL °°°DEFL = L/240 LL DEFL . L/480 STUD 4 PSF LOAD 9 PSF LOAD 13 PSF LOAD ,, VERT SUPPORT SHALL. BE PROVIDED AS REQ'D 1N 113G, W/ THE ADDED - m ,X, SINGLE SPAN SINGLE SPAN DEPTH SPACING (IN) OC SPACING (IN) OC SPACING (IN) DC REQUIREMENT THAT DISCONTINUOUS ENDS OF GROSS-RUNNERS 4 MAIN RUNNERS �° o a (0" MIN KNOCKOUT SPACING (IN) OC SPACING (IN) OC 12 16 24 12 16 24 12 Ib 24 SHALL BE VERT SUPPORTED 6 5" MAX FROM SUCH DISCONTINUITIES WHICH OCCUR ›,0 0 OFFSET) WHERE CEILING 15 DISRUPTED BY .ALL. 0 43 0 MTL DISPLAY GRID BY 12 16 19224 12 16 192 24 IS MIL I l'--4" 10 1-5" 9-O rf-10 al-O 7-8 e 7-5 b-6 e 5-5 e w 0) p VENDOR 4 @ I" BELOW2505125 8 TDJIB I6-10 14-7 13-4 II --II 15-II„ 14-5„ 13-4 II -II 33 MIL 13-9' 12'-5” 10-II 12-0 10-I1 1-6 9.3 8-4 7-0 0 N `- GAB CEILING DO NOT ATTACH TO LANDLORD DECK, ALL CONNECTIONS TO LANDLAND o 8"TDJIb 18'-10" I7'-I” I6'-I" I4'-II" I7'-I" 15-6" 14'-7" 13'-7" IS MIL 13'-I" 12'-i" 10'-0" II'-8"e 10'-8"e 9'-2"e 8'-10"e 7'-I0"e 6'-6" 1 STRUCT MUST BE APPROVED BY MALL OPERATIONS MANAGER. . \ 8"TDJ14 20'-2" 15'-4" IT-3" Ib'-O" 18'-4" 16'-8" 15'-8" 14'-7" 3625125 55 MIL 15'-6" 14'-4" 121-11" 15'-II" 121-11" II'-5" 11'-I" 10'-O" 5'-6" 1 CC Uj 10"TDJIS 23'-I" 20'-I1" IQ'-9" 18'-1" 20'-11" IQ'-0" IT'-II" Ib'-7" 4005125 33 MIL 16'-2" 15'-0" 13'-5" 14'-b" 13'-5" 12'-0" 11'-9" 10'-8" Q'-2" „ „ „ 3 TURNS IN I" \ _ `` �` �`� 10"TDJI6 24'-9" 22'-6" 21'-2" Iq'-8" 22'-b" 20'-5' 19'-3 11-10 6005125 33 MIL 17-10 a I6-7 e 4-II a I6-6 15-4 13-9 E3-6 12-6 I I -2 e TYP 1 1/2" DRYWALL O. Cie N `f==-��';�+ TRIM MIL GRID �� SUSPENSION SYSTEM MAIN FOR L'�- ,T FIXTURE �+ " +1 TEE RUNNER ® 48" OC la .: • �\ 10 TDJI4 27-8 25'-2" 23-8 211-11" 25'-2" 22'-10" 21'-6 I9-#1 �c (GRIND .s oOTT-i 4 TOUGH 0 PROVIDE WEB STIFFENER c. END SUPPORTS (\_\ \ 12"TDJ18 26'-5" 22'-1I" 20'-11" 18'-8" 24'-4" 22'-I" 20'-10" 18'-8" 2"TDJ16 28'-I0" 26'-2" 24'-7" 22'-4" 26'-2" 23'-1" 22'-4" 20'-9" 44 2 \\`\\`��\` fit' L FIXTURE (RCT ER „ SPAN TABLE NOTES:`�O %4 G) 12 TD,�f 4 521-2" 211-3" 27-6" 25'-6° 29'-3" 2b'-7 251-0" 251-2" �` ' 16GA 5Th GRO55 TEE p� `���'' I. MID SPAN BRACE ALL CEILING FRAMING 24" OC ' SPAN TABLE NOTES: 2. 1" MIN END BEARING \�\\��� 3. ALL PERIMETER TRACK OR ANGLE TO BE 205A OR THICKER k" I. SPANS ARE BASED ON CONT LATERAL SUPPORT OF THE COMPRESSION FLANGE 4. CONSULT 55MA CEILING LOAD SPAN TABLE FOR REQUIREMENTS GOVERNING LARGE SPANS NOT 2. WEB CRIPPLING CAPACITY 15 BA MIN BEARING OF 3.5" THE MIN LISTED ABV �,r.. r 9 �� C CENTER OPENING ON SED ON A EA GLEN / 4 '? 'r- LIGHT FIXTURE TYP AVAILABLE TradeReady RIM TRACK THICKNESS 15 USEDtig 3. RECOMMENDED BRIDGING 15 8-0OC MAX 4. Fy IS 33 ksi FOR I BGA, 50 ks i FOR 16, 14, 4 126A , , C.a.- u 5. IF AN ADD POINT LOAD 15 LOCATED 0 THE END BEARINGS, WED CRIPPLING MUST .� 1-c. t : r 0Pi STL JOIST - SIZE, GA 5/8 GWB TYP BE CHECKED SEPARATELY . -,.r. :-14`w 6. THE MIN BEARING STUD FLANGE IS 1.525" 4 SPACING PER 1X•1 ... - c WCZt *-+ 7. THE JOIST RIM MUST BE INSTALLED ACCORDING TO THE MANUF INSTALLATION LOAD/SPAN TABLE wA E 7- •= w ,, INSTRUCTIONS r*"• ": ' . S. RIM TAB MUST BE ATTACHED TO THE HARD SIDE OF THE JOIST PERIMETER STL ANGLE 1. SPANS ARE NOT VALID IF ANY PORTION OF THE TradeRead ROLLED HOLE STL JOISTS TO LAP 11/2" X 11/2" X 206, METAL GRID FALLS OVER SEARING POINT y ALIGNING STUD SECURE TO EA STUD vv USG, ON , , SUSPENDED 1 112 ARMSTRONG, ETC ARE #10-I6 TEK SCREW 10. TDJ = 1 3/4" FLANGE, T= LIVE= 2" FLANGE SECURE EA STL JOIST ACCEPTABLE MANUF Design and construction documents is 4 @ LIGHT 11. TL = TOTAL LOAD; LL = LOAD (I) *10-16 TO PERIMETER -- MID SPAN U-CHANNEL, 1 DRYWALL SYSTEM nan.nera of ssreloa sre Oen h confidence $":1'-D" 12. REFER MANUF FOR LOADS NOT LISTED ABV SCREW SUPPORT W/ *10-16 SECURE TO EA STL J015T 112".1'-0" and remain the property of Christopher F. Heft Mama The use or tt4 design end 4 TEK SCREW1111°11c4:1P11::::, 4 END STUD W/ #10—I6 tiles*oor,struatlon doc ments for purpose other than the speallo protect tamed Well I (3) *10-I6 TEK SGREW(5) Wetly prorated without expressed warns* SCREWS -7 ooraenl of pristsoptter F. Arca ect TAB MUST + .4000;1°. ATTACH TO HARDS I DE OF AEI5 1 1 .....- 4 , ........ . . #10-16 SCREWS TradeReady 0 24" OG MAX iJOIST r ` , SECTION 3A a : tkTradeReady �, -RIM JOIST ' FLOOR DECK 4 ti „ STL JOIaT SIZE, GA •Diii, ' 4 SPACING PER .:. 4,,k . w .. LOAD/SPAN TABLE SECURE STIFFENER W/ (4) 10-I6 TEK SCREWS (2) \ ,; ': '::,na'-. \ SCREWS TO PENETRATE „----'-- I: po, ,.,..1...Cmkno:::::„, •-:-...„,... 1 Nbo. lor- ,t >k: :.; �� ALIGNING STUD ,, ,..,,,,...„ . . -,,,z„ . ., ... -,...,,,,,.,, ...i .„„ ,,,,,, :„.....,.:._, I ,, 1 f. t.,,,, ., I 1 io* , ,„ „,,„,„„,,„,,,,,,,,„ 41.1,,,,,r, 1 'Z.., .Aikkir,:::Znait\. . ,., I 1 ii„,...„ 1 SECURE STL JOIST WI Q__) rik- Ngil tin ' 2 i \' SCREWS TO ALIGNING WEB STIFFENER A5 l'-6 1/2 0 y STUD WHEN NO I REQ'D BY LOAD/SPAN 6 itrik I 5T1FF1=NER 15 REQ D TABLE zz :SA .tR'?.c- 3A / --' 1 A'P WIN ciS 5p \ ; STL STUD PER PLAN � ' STIFFENER TO LAP v "4c� ;>Of': . - p „--'4.,-` ! PERIMETER SUPPORT 4 ALIGNING STUD CN 23 Qg - �� SECURE EA STL JOIST d ❑ ❑_ \ BRACE Al�N C� TO PERIMETER N i : • • •• + f G\� \ SUPPORT YV/ #10-I6U , ' , : 1 lit 1' :1) 8'-0” OG MAX P`f' lt �4 /' DETAIL A/2OTEK SGREw' rAl mJ Q111!! I +r — STL STUD PER PLAN ' (3.5" MIN) W9 c.3. 11 1 t al a _ STEEL JOIST (PLATFORM) STEEL JOIST m "sAf 1I' f{ .4- 3 CEILING SYSTEM 2 CEILING SYSTEM N W Z ff ' •. 1 f!It,1 11.i I NTS DESIGN BASED ON CLARK DIETRICH TradeRsady SYSTEM NTS 2 O � �.. . I; 1' 1 lit l t. 1 : iI 0 N. IIN _ l l iil I i' / 1, o_ 10 Z r ! 1,iii: CO = Q B l t.11 N A6.0 ., t . 11` i 1?)! (I ; z 3 I I till"11 ,t r i 1 f ; ' 3 0I GWEI 12'-0' . J 1 j ; :1 JI, • : . If �,I � Ii r Praia Na 18386 WD4 :l : . ' IU 11�i f1.•I 1 i ..':- ill (] `• j Drawn By: DLO 10�" i. 11 1 ; I tt fp STL FRAMING AS MIN 5/8" GROOVE @ RAIL ;• t 1 fN ' I ' OCCURS Date Issue 2-23-21 FOR LL REVEW `ill .1 i FASTENERS PER 3-17-21 FOR PERMIT . r 1 f 1 t t • 9 ( 111 -13MANUF, TYP q E . ;II .,: l ;� ill; = 3625162-43 STL SLKG AS r 1 ill �i REQ'D 1 1 E' m L 1 k iiiii0 I i • "#r. ••.... fl,k:iL ih . ... D I `ll ' I I24 -----_____-...„\-\\\\\ \ 5" I'- I/2" LANDLORD COMMENT/APPROVAL CRC RAIL DISPLAY TRACK 4'-2" PNL ,. BY VENDOR 4 )1115/5/4113 OVER PRT VIP PLWD AS OCCURS A2 . 1 PANEL JOINT TYP 5 PLAN 6 DISPLAY TRACK 114" . 1'-0" 6"=1'-0" REFER PLAN FOR LEN CEILING DETAILS r-- o E 0 0 cr O m 6 L - ' 3 +. co Cil03 N m COVER FASTENED 1" 1111"""" o a TO ONE SIDE OF CCo3 JOINT ONLY 0 ),O o N w � ci r ..1. < Q N . f L.: 04 Ivo o � o � o � o oVe Kt L,11 ILI heZ CHANNEL 2, FASTENERS CI. Ce - MOLDINGS TYPICAL 0 11.1 to 2 lE • Cii Li. € IBC Category C ' IRC Category a E,F 1.113C 25-2 GENERAL SHEET NOTES Basic Connections,Perimeter,and Lateral Splay Bracing Minimum um intersection strength iimits @ MT i CT 60 lbs 180 Ifis 1 S01tis SEISMIC CATEGORY D, E, F Iii * T "Vertu train e:wire 12-gauge .4'nit, Required Required Required 3 SEPARATION JOINT x A. THE SUSPENDED CEILING LATERAL FORGE-BRAG I NG MEMBERS SHALL BE , '=ironic tion oe from vertical wire to the icrere Move Not required Req alien Required o, OLOCATED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK mustsusta€n min i0E tiff, N.T S S ISMIC ZONES 3 & 4 " "�-.. .. -.. -.. _. -. _ v _.. -vV v- �-,. _... . -_. - --THAT ARE NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL - ycux a C .iy.E fdlti€ri teB�lassife<:citrr'diS ir:trrii�iat►;•rri'hea�.dt;ty r�rea�, -, t• iriii��mc�diat3-tx firr-duly ,� ,�, zFORCES. GABLE TRAYS AND ELEGTRIGAL CONDUITS SHALL BE SUPPORTED - _ _..- - _�_.___,.----.... . —_�-_—_ - . - _ _ --- -----...---....—..._, " .r! �4. . INDEPENDENTLY OF THE GEILIN6. 1€rr 6 max Pl mib of vertical hanger wires Required Requ€red Required .. -a-' = w - Rer=nie vertical{iiaiiger v;Iras not mere than R' from'wall Net required unless molding<'r8' Required Required L \ ;r, J j B. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, Biu end/wall ctr,a,r it o Min 3/8" Mkn 3f4'" some cltytrairrie on two � 1 w 44 SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE ,�.w..w..,,,....v. walls,.__appcabl.....,.... '• `�.9?.k u k non-attached if applicable '� REQUIRE MINIMUM 2-INCH RINGS, SLEEVES OR ADAPTERS THAT HILL ALLOW A Perimeter closure(molding)width Mier 718°(or use perimeter wires) Min 2" Alii 7f8 eS. MINIMUM I-INCH CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. TOptional- - -- -- _ - - ----------- ',,,, n . Grin cortiecticgi to perimeter attaulied on:v o adjaceritwe is Nut per rutted Required ALTERNATIVELY, A SWINE, GAN BE PROVIDED AT THE TOP OF THE SPRINKLER Perimeter tee trids tied together al perimeters Required Required Required HEAD EXTENSION TO ACCOMMODATE THE I-INCH MOVEMENT. Design end uonetruation daeumante u Horizontal restraint ispiay wires or rig)=.t.breci€:y)within Not required Required Required CLOSURE ANGLE STABILIZER BAR, OR OTHER ?."of intersec tio=.i and g.rie.yed 9U apart at 4b"angles (Rrrlqulred for veil€ngs uvsr 1.;030 SF) ;Required to,.cit€ngs over 144SP) (WALL TRIM) SUITABLE SYSTEM, TO KEEP tI Instruments he properly ottCCh 1I F coralcknos C. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS Compression ession posts,strias) Required Required uiredl PERIMETER COMPONENTS Morke.Aranroeot Tire u e of this design end pr Not required Rq MN oonetruotian daarmertts for papoose at;_ n act i d0-ections,starting t'_€ro i grails _-- (Required for ceilings r 1,030 SF} Rtquired ter ceilings ova:144 SF) FROM SPREADING APART. ow tin m.walla prgsot synod Serer r Splay bracing connection strength Not required Required :Required Maly proritNted without azpneEled written 200 lbs or tie design load,vufur,hever is pater oonerrt of drtHopher F. a Arartect Partition attachment Allorrec ant;it ceiling. is able Bracing independent of ceiling Allowed with bracing i to rnme laterally y bracing l 0 5=als'ii separation joint Piot requir ;Required far areas>2,500 sg.ft, Not required 6 l 6 l • (or foil lio;ght paitii tan) 8° MAX ! i' 8" MAX i +; f Rigid hfix Ing for ceiling p tdie elevation changes Not ru:tuiTed Required Not required -' t Light Fixture Attachment 3/4 9 / t �.•o. / #12 HANGER WIRE Light fixture(all types)me lianicall' attauhod to rigsper Required P tared Required uired @ G L N q t } y grid q � SCI .0 `-; � � ANCHORED TO NEC 410-16(two per fixture un,ess iiidepender•:t1q supported) $ STRUCTURE ABOVE --Surface-mounted fixises attactred txo grid Not required Not required Required(Inclurding safety wires to *. I OR TO THE WALL WIRE SUPPORTS =rertical Imre or structure) �2.. �� 2., // \•� ABOVE THE CEILING -Pendant-hung fixtures dire�iiysupported from structure Required Required 'Required MIN._ ' 4 MIN. v PROVIDE INDEPENDENT WIRE SUPPORT FOR ALL LIGHT FIXTURES ATTACHED TO THE v.ith 9-gauge wire(or app!naed alternative) `� COLOR MATCHED SUSPENDED CEILING GRID SYSTEM, FROM FIXTURE TO THE STRUCTURE ABOVE AS FOLLOWS: -Rigid lay'-in or tan lightftxtures ..n d POP RIVET OR �� + • FIXTURES LESS THAN 10 POUNDS, PROVIDE ONE #I2 GAGE WIRE (MAY BE SLACK) <10 lbs-one wire to structure(may be slack) Required Required Lower limit iS 20 lbs, OTHER SUITABLE ' • FIXTURES I 1-55 POUNDS, PROVIDE TWO #12 GAGE AIRES (MAY BE SLACK) 10 to 56 Pas-1WO Aires from housing to strut lire Required Required Required--l ower limit is 2C lbs. irATTACHMENT OF • FIXTURES 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE (mai %•laic, GRID TO WALL TRIM ABOVE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT, >56 tis-supporteddircrtJ)tostruct:iretiva ed naggers Required Regrired Required • UNATTACHED ATTACHED • PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING #61 GAGE WIRE IGISGA] Service Applications Air terminals • SEISMIC CATEGORY D, E, F PROVIDE INDEPENDENT WIRE SUPPORT FOR ALL MECHANICAL TERMINALS OR SERVICES g - -- --- -- �- — — -- - - — --T - - - - ATTACHED TO THE SUSPENDED CEILING GRID SYSTEM, FROM FIXTURE TO THE STRUCTURE Required Required tired 2 WALL TRIM DETAILS `2i;lbs-positiv$isj attached to grid� d and two 12-gauge a flg r�i<ed Required ......... -..'.......... ...... ...�......-..-... ABOVE A5 FOLLOWS: 0 to,its --positively attached to grid........wo gat quir..._............................................ ...._...-...............................-. ... ... .. ..'Requimd g ti q • AIRTERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS, PROVIDE TWO #12 GAGE �551Fic `d directly p slack)............................................. .........:,..........,....... ............................. .......,..._,.................,..........,........,,.....:.-......:.........,......,,......,.. .......... N.T.S. SEISMIC ZONES 3 & 4 WIRES (MAY BE SLACK) :6.b.*es to y..supported -d to structure Required Required Required co • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED Spririkier hearts and other penetration clearance Min air on all sides Min 2' die,opening or a swing joint Not required gll U DIRECTLY TO STRUCTURE ABOVE. Cabie trays and ekctrirri c^indtrii independentty Not required Required Not required supported arid braced 1111111 LU U a WIRE HANGER AT COMPRESSION STRUT (CAPABLE OF N 4'-0" EA WAY RESISTING VERTICAL COMPONENT OF 111 , 180 LB. INDUCED BY WIRES) SUSPENDED CEILING SYSTEMS (SEISMIC APPLICATIONS) FASTENED TO THE MAIN RUNNER AND a I LATERAL SUPPORT POINT, s STRUCTURE ABOVE, MAY OCCUR. J0 J, SEE DETAIL I/A2.1 SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES C SHALL BE DESIGNED AND 12 GA. HANGER WIRE ® 4-O o.c- STRUT DOES NOT REPLACE Er INSTALLED IN ACCORDANCE WITH ASTM 0635 4 0636, CISCA FOR SEISMIC ZONES EA. WAY IN/ MIN. (5) TIGHT TURNS P VERTICAL TIE WIRE. W 1111111°..d.'iwill 0-2, AND THE APPLICABLE ASCE 1. IN I-I/2" BOTH ENDS OF WIRE. 12 GA. BRACING WIRE rt/ MIN. (4) TIGHT Q WHERE FIXTURE ROW FALLS BETWEEN aCa MAIN RUNNER USE 4'-0" LE,. MAIN ® TURNS IN I-I/2" EACH END OF WIRE m SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE MAIN RUNNER ® 4'-O"a.c. (MAXIMUM 2" FROM INTERSECTION) C3 ` 4-0D.G. AS GROSS TEE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM 6635, G636 4 E580, CISCA , SPLAYED ® q0° FROM EACH 0TH)=R CA FOR SEISMIC. ZONES 3-4, AND THE APPLICABLE ASCE 1. 45° FROM HORIZONTAL W Z '.. CROSS TEES @ 2'-O'b.L. / SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL rt/ POSITIVE CONNE=CTION /'•t • •d a N TO MAIN RUNNERS 0 Z N. INSPECTION REQUIREMENTS OF THE APPLICABLE ASCE 1. ` . D Z N. i� \ 1N- REFER TO APPLICATION CHART FOR REQUIREMENTS. 41I -� _ re oho ® IE- 3 0 L A.1 1N%,,,,N.... I 4 0 I 1#1 ‘1°NN''''''11 ' .11 ` Itiz , ..:c .e.e••„0.,eiwsoiwoo. ..... 00. 0 4.• -.4% '''' CO #""N.,„,.......„ ''''' '' '''' COMPRESSION STRUT CHART -� a F3S 2_1 .....,,- -#11„.. �...",..0" .. .7,0,44,41400... `� (I) 162512 -33 STC. STUD 12 O MAX. LENGTH � � „ , .., � i ' . .. :4 .40111 ./ �� �� Pio. 18389 (2) 162512533 5T1.. STUD (BACK-TO-BACK) 15'-0” MAX. LENGTH Drawn . DLC LIGHT FIXTURE ATTACHED TO MECHANICAL DIFFUSER ATTACHED TO ,?, �� i% F (I) 2505125-33 STL. STUD 131-6" MAX. LENGTH b4 �i Date Issue SUSPENDED CEILING FIXTURE PROVIDE SUSPENDED GEILIN6 IXTURE, WITH INDEPENDENT WIRE SUPPORT PER WIRE APPROVED CLIPS OR WIRES AS REQ'D �•�� i i 2-23-21 FOR L_ REVEW SUPPORT SCHEDULE ABOVE. • SY CITY STANDARDS. IN ADDITION, (2) 2505125-33 STL. STUD (BACK-TO-BACK) 15'-011 MAX. LENGTH '?,. '''• 5/8" 6WB PANELS TYP. PROVIDE INDEPENDENT WIRE SUPPORT <>44..... ..."..... FOR AIR TERMINALS OR SERVICES PER NOS, ���� � ,- -- -.."--s.•••. ! 3-17-24 FOR PERMIT WIRE SUPPORT SCHEDULE ABOVE. INFORMATION ABOVE IS BASED ON MAXIMUM SPACING OF 12'-O"o.c. ��,f.-..- T--. AND VERTICAL LOAD OF ISO LB. MAXIMUM. SEISMIC CATEGORY D, E, F 4 CEILING FIXTURE SUPPORT 1 ATTACHMENT / BRACING DETAIL N.T.S. N.T.S. SEISMIC ZOPES 3 & 4 LANDLORD COMMENT/APPROVAL �I Ali o 2 SEISMIC CEILING DETAILS O E O O / O mr O B�� m LLI C: D co 6 9 CN 24 Ae.O ABA 1:i r `''x x mod >,L C.,) ` ° a O o N 1 Cr wU ) to 4i N I I N 0 N . . Cg ui II ILII he - • EXIST MALL BLKHD TO REMAIN (PROTECT 0 IA I EQ II'-10" EQ I DURING CONSTRUCTION) Ca FINAL S16N DIMENSIONS BY VENDOR I 5I6NI 1- • Ife 12" H dik B/ MALL BLKHD _ _ I LI. 14'-7" AFF allk T/ 516N ELEMENT NT / _ . _ _ �..._ ._. _ _�.... _ _ Y .. - �.... - _ ~� 15-11 1AFF _.._ . ................ _ _ I - _ _ •.... _. - ..._ -- 0 fJ f� w I4:7....._____ T/ STOREFRONT - _._ -"-`,_ -- - _ ti _ _ _:.T_.��_ .- - r T I �. - - _ _ _ - - ---- - - - ----- EO'-0I" AFF �_ ne r r� \r i\ 1 \ r r\ �. : � y` y -k 81 {, e � \ r r , , \ • \ \ rr \ r \ 1 r`r ( \� ,, 4' a PJ\ t ......_ rN\ rr\ r\ \ rI� \\ �\ Assign and oonstruolbn doouments as -=-----,-- .. ; a \r r \ \\ I � yy -___. I,.du,r�or..rb wa even h earldom r 1 \ r y ` -- and ru the property at CirlttoolNr F. rr ��-0u `y \ \ • r rye \ ,_— MerMR Aroliieot The�.r of this dote and ` r those oorstnmflon ioain* s for purpose ..— \ r\ \ `; _ \\ \y \r \\e rr `.. — other tf+�t tru spat;praised t.t.d tante r i \ \ r I r r • -'."1 wlotly pretlfbLS vanes -+ r \\ r \ .r Minim of pNstophr F. fib.ArdiMat r \ \ r \ \r `rr rr r\ r\ \ EXIST REPEAL. TO = `r � ,r r\ r\ I \rr = EXIST REPEAL TO • REMAIN - \r r r r, \ \ REMAIN _~ \r\ �r \ r Sr `r r*yr yr yr r,, \ '\ r \ '\ r rr 'r `x I� I 15TFRT( }I \ r r\ TYi' \\\r r`�.r r r sy \\` \' r\ r 7YP ,�\ WD2 , ` �\ r \ I _.".-- ry \r` :r r\ \ \\ _ NEUTRAL PIER TO \\ \ , \ I s rr rr\ \ \\ r\\ -`-_• _I RE=MAIN, TPP. ROTI-I --� r r r r = L 51DE5 \ rr r I r r \ r r LEASE A5 I r\ r'\ \\ r � r ; r\ \` _ LEASE LINE AS OCCURS s \ \ \r \ r • ._• OCCURS rr `r \ r \ M r\I I — �� _ �... \ \ \� \ \ \ \ \ \\ \ \ I till) \ \ \ \ \r116 \ \ \ \ I \ \ ....- —± -_- — O'-O" r \ ro n \ \ \ i' T/ G(E) _ O I I 0 1111 IA �A8._(-3---- .SIM (lbw sIM a I la CO 0 STOREF ONT J Q 2 EXTERIOR ELEVATION _ 112'.4-0• lel CC W atC0 v W W CV I i a) ;L / N ,,,,.„„„. r I .,..:. a O O — __ _ _� ~ 3 z —dr, . to z a I I cs3 0.U g ;i :{v am I Preint NO 1838e . 1 1 Drawn By: DLO 40310 4130 . I I Date Issue D I 2-23-21 FOR U.r EW _ ,D 1 � L • T. _-_• ---- �: - : __ _ _. _.,�• - -- .-: - :. B GENERAL SHEET NOTES 3-17-21 FOR PERMIT -I. - -C8;) Ae.O 2 I 1. SIGNAGE/GRAPHICS UNDER SEPARATE COVER. SIM OH A3.0 tt� tt� 30'-1l 1/4" LL TO U.. (VIF) s - --- i• LANDLORD COMMENT/APPROVAL STOREFRONT pr 3 a 0 1 ENLARGED PLAN 112'_4-0' EXT ELEV & ENLARGED PLAN I— o E 0 0 C.)) Nr U �. co m W ci) coN t? r U x — 3625162-43 STL STUD — HEAD OF WALL — HEAD OF WALL o '' BRACE OP 48" OC, TYP REFER SPECIFIC REFER SPEC IFIG I t 5.ALL P UN0 WALL TYPE, TYP WALL TYPE, TYP O o m EV � CE u..i_ w r^, oik B/ DECK O > N VIF ,,,. , SUN CZ la w he — — — — — X II I1 H 0 W 141 IUI 141 1°°" H _L-1.—J 11. co2 cg x • II CA U. • = 141 REFER I/2/A6.2 FOR I4I IQI 4 1 I BRACE CONNECTION TO 1 1 i , I I HORIZ ASSEMBLY, TIP I I I I I Jr Ti, dik B / 8R AFF- - �' - - CONT 3625162-43 5TL x `� ! y STUD ® BRACE, TYP C ti t %� iL _ ♦iI 137 I ` W . 6 :11 CEILING cl. cx ' w +1 + 12'-O" AFF - - u 0 41 41� u 14 4 - ` 4 . B/ CEILING L _� r _ _ I Elision and oo 1ruatbn daaumanla al +IO'-O" AFF4 - -� Moria.AMY& no um of it&dads"erd Mao Owohndlion clohroofdo for pepsin 10" IQ 4 - LII 1 O tin pn t u - F� Moly hoh6Natl without aod'aM10+lr�6m j l ofroo l of arlolophr P. Yrka,Arohlhdt VB/ SOFFITFii 41'-10" AFF - - — I - - - - - - - - I 14 -----\r -- REFER TIP BLK6 j HT/A4.4 FOR BLK6 REQUIREMENTS (2) LT 6A HEADER (2) LT 6A HEADER 4 10" I (REFER 3/A6.1) 10" (REFER. 3/A6.1) i / i I 1 4 I M2 I I - I MI I TYP I GTI fUr) I GTI I GTI I 1 I GT5 I ---.y f 1 TYP i Ti TYP MAY U o'-o" _ u OCCUR,V F 48 T/ C(E) ;.:..................::............. 1 U a Lii 'N 0 2A 2B 2C MJ o INTERIORcr 2 WALL SECTION CCI a 1/2".Y-0" Q N < w zcr Q co CV LL m a N. a Zm co = 1r oao 1 3 c z 3 a iLm Project Noy 13399 Drawn By: DLC Des b.us 2-23-21 FOR LL REVEW GENERAL SHEET NOTES 3-17-21 FOR PERMIT 1. SUPPORT WIRES FOR SUSPENDED DRYWALL SYSTEM AND LAY-IN CEILING ITEMS MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION PIPING OR EQUIPMENT. LANDLORD COMMENT/APPROVAL A3 . 1 1 NOT USED NT WALL SECTION 0 6 U siN - ce N U I CCoo >oc) 0 O E •3 Ai W co ri T/ SPEAKER 0 m ± 41'-0" BACKING PLATE kI1'-6" AFF QUN / / IELII:-1141 / EQ ' EQ /. a, EQ EQ / B/ CEILING I -iCao CZ +12'-0" AFF l sI. _5/ CEILING CZ I +10'-1" AFF I m5 =tiq � � B is 7,,.1,ova 1 y •—. __!• I •11/2 li lie ,[ - I t I t t, t I -- __tet; (3 ,01 _ ,omit' F� .,./ r C / FLI U [i I li U • in - -- t y ' +711 ABV T/ GTI w 6 E� � PA iSt. FFE u T/ G(E) 4'-'7 I/2" 2'-6 I/2" 40'-0" 8'-O" 3 en • / HALL BAY �� FIN WALL 6" A6.0 Design end 0onstruotlon dscunrenta se �� hatrunlrrts 0f earvbno e an eon h aol e and rennYr the property 01 GIlWoptsr F. SALES Moto,Arotat E. Ike ore al NO deo*and 4 INTERIOR ELEVATION other son Tho apa0lUa preset wad Wash# wont t of C Y1s Xhor F. Igarks,AroNfoot. 114"mt-Q- 1 2B T/ SPEAKER - y.. .... . ' .. +111-6" AFF AS.1 B/ DEG 13'-O" SACKING PLATE EQ EQ ± 23'-O" BACKING PLATE : , ,; " T/ SIGN CLEMENT �' / % / / .% i' + I/2" AFF ,jr # VIF I EQ EQ EQ EQ / . , __ �B/ GEILIN6 _ �~ +12' O" AFF I t kIk „�' t 1 i]L• 1 .ic^'w:�,..,::..R yfsrr-'ti.:J`,- '•r iP. :.f _ 6/ CEILING — — T. — __ :z. '. — _- I .,y£-vs ` Y 4 2 ry,`.I +10�_q" AFF - M3 I I s_ (11/1) s s'Y Q. , I +q'�" AFFHTBX • HANSI N6 LIGHTBOX B/ SOFFIT PLANTER (REFER WD2 -- ....r.- • I qa,y +7'-10" AFF 9r DTI_ 8/AT6.2 OR y Y.Y':4Qbeb< ti I/ �/AI�F/ -_ +84" ,. EftgikEVIOW.MOIVONNIMI' i ` VERIFY HORZ 't v • r / ASSEMBLY IN FIELD - T/ COUNTER SIGN2 :_ _ _ -• <.t fi<; I , REF R ABY T/ GTI +42 W (j1 -- — ABY T/ GTI ua �� 1A14.1 V r I - ILI�, :�:::;.:.::�:�;�., �. J �_ � � I SII II � CI? ABV T/ GTI - -\' , ,..w.--7-- r ' U li — i . U Ll L-i L �� -- 4 A8.2I I I ABY T/ GTI Iet r J T/ G(E) // //` J(/ � W jr 3J)'_5'J 12'-0" �'-4" / I6'-O" 8'-O" 2'-O".11 / / 3'-II" CaCC A6.0 WALL BAY 6" EQ BAGKWRAP EQ 6" WALL BAY BRA M 2A 2B OI D2 Cl) @ SALES w z 2 INTERIOR ELEVATION < ° h 114'.1'-0- LI.. N 2Z W Z ao !- 3c z 3 a t 21'-4" BACKING PLATE L ,T, N I- / ..... 7 - QRAPHCS 1D 3 a BY VENDOR I Eil-ING MTD A6.0 A6.0 3/4" CLR ANODIZED REVEAL (CO>D J-BOX(S) EMERGENCY / EXIT Project Na 16886 CHANNEL NO VISIBLE VENDOR) LIGHT (RSR El-EC) FASTENERS ALLOWED Brawn BY EBF CEILINE, MTD INCLUDING COUNTERSUNK EQ EQ EMERGENCY I EXIT SCREWS), TYP / / / A, EQ 4, EQ if Date Issue LIGHT (REFER ELEC) 1 2-23-21 FOR LL REVEW oilk B/ CEILING 1 '' +12'-O" AFF _ 1 Z I _ e ' al /—= �, _- __ . - --� -,�I� Kick butt. �' I� / 3-17-21 FOR PERMIT "--------7—/--:( �' ; ; f ,- ^, B/ CEILING B/ CEILING f - / ,/ / J , // t �s� "°`' / + p�FF C'S +WD2 S AR / /� / ' f / = Repeat. - D' _ , _ i / / - B/ SOFFIT ! 1// / } / ' �r►...• . :: +7'-IO" AFF / ! m':�-:p;4..,.>, " �aaa9a a-r'r,:aa, a ar o c'o / 1/ /11 I f �P., ,..,.: ,';:fik Q%'q •.• . 9.:7','.'e,a'e a o: "9 :4`Q° i;a'e a o; ) f �- A9.9.949;:94A.49,4,-44.1� EYP iUP..j.*1:f:6AaAu .�'LZ*Vl4. i:v.�.�.�. / [ —t�" MyO:,d:a:aPL.P�.a�6a:�V y..y.:y.:e.a.i4P4b.a O 4 8 blb;�a:b:d�..P.:P.:P::a:. / / Y Y l iii�4 P.P 4 4 i�d�0 0 0 0 �/L�{'� 1 % C / )' J / / J. etif o��ayp��apav�a� 4848:8:a:s'ss`.,'aLe ete. °j�'e n??''�'S'r`ei0e"a"a" REFER G RD / WD2 fJ / Ii�4 9 9 4 6 PLbLb.y J a�O.: jV jir di Q 4'A,a� `ati a8�d7051��D�P O�y ■ /� T/ VVA�✓ I I — /! f !� — :0r0 0�P'Sb:0�4 1: 3B/A4.0 r�ra.Pi JgP;M�.Oru::u:� a?�:P.Par y 11111 111111 III a, o*P :oua44,,, :de. +84.. STFRT �� '�, �/ ! /, / �, I — /r ,,, I i i , �; i i ! �� I I / ABV T/ GTi 3 / / „/-3 T/ BI _ V / /' ,/ / i / / / / i � - HHHLHHHHH I / 3 ABY T/ GTIT f /� ; �! /� ;� �� I� 1 II c f II 1 I f / . L LANDLORD COMMENT/APPROVAL 3 ; / t ,j % % i % / I I I I J I I II I II I I I I I TYP i u 1 'I /// P ! / ( � r f } Y F T/ G(E) ABI - AV DISPLAY 3 41-0" FO" 41-0" 41-0Jr, 41 A6.0 YOGA YOGA YOA ` YOA YOGA y pl I (REFER ELEG) A 4 II 0 „T�2 3A PNL PNL PNL 3B TMP SALES SALES 1 INTERIOR ELEVATION 3 INTERIOR ELEVATION INT ELEVATIONS 114`-1'-0` 1/4'.1'-0- """` o E 0 0 m m LU �•5 to 7 cn co N 0 H X I Ir0O 7+L ` OO 0 0 E -dc w c 4 c6 0 m -',1 N U N Cg Uil III he Z 0l I- — ex /_I . V U. WTI 1N I PI WALLl P2 x MIL w 4.1A #,� ,, w - PI C 1'-I 13/4' I'-II 3/4' "� EQ EQ EQ EQ EQ EQ Duslan and oongrucII n duoument N B/ CEILING I I rrgluw.l a wrwln w�rrl h awldtlle� + AFF - - - - - - - - n or duI i a d / / le 7 I T/ WALLMr enrltal,aston aao•*at 1 tar prvaM OPEN aw u.n tnr,p.euo pra}ee Irnrd Ural r tet!►PIa1161t.d �� B/ BLKHD/50FFIT I orr.ld a Qwtophlr F. arta Arahlret 8 O JAFF :'- .; ..,..,:... .:..:.,:.:{ate.t{:i:.::icr:.:_:.rrr.v.:r.:..:� .:.�:::::.,.::.,.::t.:t,i::1.Y.`................. + Y .,. :.. 'f 10 AFF ..t�*Y:: €. F T GUARD . ti•, 1 _ + ,';:;:>::>:::: :: T T HANGER RACK BY ABY / CTI :i<•::..:,::„: ,..� t. .t;::::• 1 4- •.< {Y:»::;:,:<;:::' VENDOR 4 TYP �.� \ • ............::::. 3',♦or. :. a //)( 2%� / .r♦:, t ve. -.'. tic:$ti[it<i;;iiiiiia[E;:S%'' cti[ifiR'S?r3Siii':';i:`:i`; 4. .\ � vY•i.,:+:Y:CY::'. yi].,,� ti \ 'K \•i,'Qi\y�am'`'^^' \. 'k D '� i \ ��� 'y :� V''�'a�}�i REFER F r �� ,ry .'•v Y e ♦,♦,`\':v F.SAT *."• kti.;.i�ti 4AU3 9Te { * ::,:,:•,i10:,:•10..:%••..,.:..,-.:..; / \.. \ . Yu3.'i. 1 ,/ \s 3D/A4.2 . .:a:>::x a\a` .. �x.\ ms. , ti. A DOOR STOP TYP >' Y , ".�'T.. .y',!.,�� , .\.,\}+�.•':i•v,:+j :•: k,6h4\,V.:US: •, !:7' G.Y.4�5.:4'SQ. \ .,. '.. Y.c1�,:.A:\y:• in:•.Y, rftmft q �:n. 'CR..f. }. '.:.# y�[a�+Yr:c:a>so-:<c::^.: �>:�:::::;:.Y:r:.;:.;:rY•r ,,{;./} ' t. .\C+\.... .:?�...}...54. ..Y \ .1\tiVY r'f F:;4J\N.vi--..v..v Y.:,.:vnY•..IF MENKU fi, ) :TYP ?r::;:•.:i r:r:.:>:.a.r:;.:.c:w:or:ieo:eo:o::-:�. ,./- ,„:„.•:::4., :P •, , o• i � n ....:...L2h a7♦... . p,.:.:.::;: • ieoo- o- o-;r;r:rar,�•.,�:.,�: ,. O-O 1 I i r — - I — I — - 1-' - 1 I Jr' FFE T/ G( ) ACCESSIBLE 11 FITTING RM 2 FITTING RM 3 FITTING RM 4 FITTING RM 3/4�� FITTING RM 3/4�� , FITTING RM 5 FITTING RM 5 FITTING RM 5 WTI WTI WTI I WTI I WTE WTI WTI WTI 1H PI PI PI 1i PI 1J I PI 1K PI 1L PI 1M PI WALL WALL WALL WALL WALL WALL WALL WALL P2 W2 W2 P2 I P2 P2 P2 P2 ABI WBl ABI ABI WBI ABI ABI AD (111) PI PI PI PI PI P! PI PI 8" O EQ EQ 2'-0" EQ EQ 2'-O" 5,-S11 U IPAD GASIN& ,' - - / // /- - DOOR STOP, TYP 11.1111 ELEG J-BOX, TYP U ulLLI TrP B/ CEILING I _ I I I - - N +101 " AIUni i ,..1 0 cr R/ 1 OPEN OPEN B/ $LKH_D/50FFIT Lil +'!' 10" AFF -- - r.� - - :.::.::: II- � ��_ I_ — r � � 4i� — — I =r=_ HANGER RACK BY «.. 1— —1 HANGER RACK BY C VENDOR 4, TYP CO < CC / VENDOR 4, TYP / I \ �� IPAD GASiNb � � Y::` .i3.:.,t:• / / -- < la Z / ! ELEC J-BOX, � •.' � ,� t<'Y` Q CO -e 6'1 DOOR STOP TYP -e ',..:':•-;-,.. ,.:; .:r • :3 TYP • ±(4 .:..:.. . um M 0 N. : 8Y VENDOR 4 \\(:: ;) 1 --] ...M: :A*: ., • •}rY::: . \ Vis, c�rv.,.3 .:\ \. ,x: ..y,•. v.v ,v. YYY OI /111 '\L Y.A4'.:v.:.,.rk3Y.,,:t4ki1Y4'r.\nv.G:i• FFE pi T/ G( ) ACCESS I BLE O1114 O WTI WALL YIN F11TING RM 5 AGGESSISLE FITTINfi RM 2 jr,i,. FITTING RMI FITTING RMI ACCESSIBLE FITTING RM 2 FITTING RM 2 p' PI P2 PI WTI WTI WTI r I WTI WTI / i WTI Z 3 a 1D PI 1E PI PI/ 1F I PI PI Fl = y WALL WALL WALL I WALL I WALL WALL a co Q� P2 P2 P2 W2 I W2 P2 a W81 ABI I ABI ABI I W8I WB1 PI Fl PI PI I PI PI pr No: 1�3BIi Drawn BY EBF IPAD CASING 8 Des mus B/ CEILING ELEG J-BOX, TYP ! EQ L EQ / / EQ EQ TMP g-�21 FOR LL REVEW /• �t +12'-O" AFF - - - IPAD CASING 4 --- 3-17-21 FOR PERMIT ELEG J-BOX, TYP zik ch B/ CEILING +10'-O" AFF - - C'S`• - - w, tt OPEN 'I' OPEN B/ BLKHD/50FFIT _ UJtr � - B/ BLKHD/SOFFIT +-I'-10" AFF _ - - — - - - _ _ I` _ �' F +'1'-10" AFF , . T/ GUARD / _ 77/‘ :' � _ - _ t +�a / )4/ \ / , n ; ABV T/ CTI REFER \ 4/A4.0Id / le >.,. I M I . \ .. • — .6, 4E. LANDLORD COMMENT/APPROVAL 40 0'-0" - , - - - TYP / N hq.:.AR — I - -1 FFE T/ G(E) FITTING RM I WTI WALL Y4451WTI WALL ABI PI P2 Pi I I"ALL Ye PI P2 PI A 4 . 1 1A iB I W2 PI 1G FITTING ROOM 1 INTERIOR ELEVATIONS INT ELEVATIONS 114'-1'-0' 0 0 0 U 6 7 co (i)H N Q7 Li K CO O a- C o Co >, ` OO 0 Q E -o Ct IJ ( ri < O N cl NUN t% Lij MI x A et IV t = . P- r . � c -- 'red., :-' t A, K ara . sw\- __........, bsalpn and ooretruotton documents as YuCurette of=doe are den h mildews and remain the property of Christopher F. Benita.Architect The tall of this dee4n and Ulna construction documents to purpoau other then the a will°project named herein I atrially pratCmad without expressed written =warn of Christopher F. Werke,Architect PLAQUE (REFER WALL MTD SGHD) TIP EMERGENCY / EXIT LIGHT (REFER ELEG) — B/ GEILING _ till) - + " AFF adk B/ SOFFIT - - - - — - - PI 1-- EXITU mv +1'-10" AFF r - ' + UARD / o ' 0 CODED NOTES 84 A$V T/ GTI PI PI REFER E v 1 1B/A4.1 z a ;' WALL MTD 60"X45" ILLUMINATED MIRROR W/ ALUM FRAME IBMIRROR GALAXY < 1 i . [I AI GALA6043 N A6 2Umil * ' TITce/ WALIGALA3MTD 36"X36 ILLUMINATED MIRROR W/ ALUM FRAME 1 BM RROR GALAXY 656 Q 11IJ G(E) 3 RECESSED MTD 55 BABY CHANGING STATION K15,110-SSRE W CC bliC 0 HORIZ WALL MTD 55 BABY CHANGING STATION K5IIO-551A1M 3A 3B 3C 3D C AS VERT WALL MTD 55 BABY CHANGING STATION KBIII-55WM N HALLWAY <3 INTERIOR ELEVATION O SURFACE MTD SOAP DISPENSER BOBRICK 5-2111 Q O ty2 114'1'-0' 0 RECESSED SOAP DISPENSER BOBRICK B-306 U 32 6. N = i A8 SURFACE MTD THIN-AIR HAND DRYER EXCEL TA-ABS WHITE Q Q i 3 0 Aa RECESSED TOILET SEAT COVER DISPENSER BOBRICK B-301 Lic% .! 1a SURFACE MTD TOILET SEAT COVER DISPENSER BOBRICK 5-221 r Q 3sa 0 SURFACE MTD MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK 8-288 l�� 3c d'' j I P o�Ct N0. 1 55 GRAB BARS W/ CONGEALED MTD BOBRICK 5-6806 SERIES W/ 2562 - I BE I ANCHOR PLATES Drawn 8Y EBF ' > I GENERAL NOTE: DOW has - I _ ACCESSIBLE EXISTING ANSI/ADAAG COMPLIANT FINISHES, PLUMBING FIXTURES, 2-23-21LL Raw A3 i /y%^\^ \ UNISEX RESTROOM 4 ACCESSORIES ARE TO REMAIN. PROTECT DURING CONSTRUCTION 3-17-21 FOR PERMIT J / / \ \ S IIOC EQ EQ 2'-6" 1'-I1" • I1< co \ \ L 1 \ \ 1 ! 20 2B \ J C -di • 5/ GEILING I �1 /�/ +5`-3" AFF I- 1111A: \ 26 \ / / I-in � - GT(E) \ / i .fl - .-- Lzj , f NOT ALL UNITS MAY BE USED A8 1` c . r COO + } 0 d I o , LANDLORD COMMENT/APPROVAL hof-o° 11 I I I _ I I I I 1 I I I _ I I I I II ' II I I "ri FEE T/ G(E) j CB(E) 1 A E 2 I! I. I 2A 2B 2C 2D ACCESSIBLE UNISEX RESTROOM ACCESSIBLE UNISEX RESTROOM 1 ENLARGED PLAN 2 INTERIOR ELEVATIONS INT ELEVATIONS & ENLARGED PLAN 318' - 1'-0" 1/4".1'-0' H o E O 0 0 o 0 > D 03 (/) CO N 0 0 c cc 0 0 TO C 0 t.) 0 E — W coci „a.�M'+' O yi N `° O as co N 0 N EZ LIU la X l 1 . � 9 47 v _> elk Daslpn and construction doouments as Yrmenwrta of aervloe era Oven h ooraldrrma and remain the property of Christopher F. Ysrkq Aronlleat. The use of die deaiprt and thus Oonstruotion doOUnMis for purposes other thin the Ipatll o prghot roma fw I M Wlolly prorated without axpneaa0 wafer omrent of aMrtoQher F. Norte.ArahNaot 1'-6 1/4" VIF /' l 4'1 4 E0 4" i'% i;' 2'-0" MAX GENERAL SHEET NOTES di B/ DECK_ VIF A. ALL GWB TO HAVE LEVEL 5 FINISH. 5 B. ALL WALLS TO HAVE P3 PAINT UNO AB.1 . C ALL WALLS TO HAVE 4"H VINYL BASE (VB1) UNO. di T/ WALL T. — _ D. REFER A4 4 FOR ALL TYP MID & BLKG HTS IN BOTH NEW& EXIST WALLS FOR ALLcn +10'-0" AFF WALL MTD EQUIPMENT. FIXTURES, BRACKETS; & FINISHES UNO. ii_et II I ...-- I / ,r, ,--- 1 _ U 1 I 7 —-- o I IIN [ TENANT EQUIPMENT LIST v 1 L _ _ .11 i , • (2) SALSBURY 12"WX12"D SIX TIER • (1) 8' FIBERGLASS LADDER W1225 d MTL LOCKER LB CAPACITY U) I l I j -I, , — I - #66162GY-U OR APPROVED EQ - #438240 , , (COLOR GRAY) • r O'-O" i• • (1) OSHA4LESS SDS COMPLIANCE ASSEMBLY • (1) PIPP LADDER HANGER � 13 Q _dlik F — — CENTER - LENGTH TO MATCH UNIT < Ti G(E) HANGING HD FULL - SDS RACK 04L W GS2 2'-0" , STORAGE REFER 5/A6-1 • (1) 60W'X36D"X31"H ULINE PACKING m Q CT2 2 UP STATION STARTER TABLE � 1D 1E - #H-7630-WOOD OR APPROVED EQ a < LU Z CC ch Q I- N TENANT PROVIDED / GC TO INSTALL LI.. d Z m N = a GC EQUIPMENT LIST o a ° 1- 3 C DATA EQUIPMENT Z0 , Q OVER 3/4" FRT • (1) MAGIC CHEF 4.4 MINI REF • (1) HDX 4 SHELF 36"WX14"LX54"H 2 co J PLWD - HD MODEL HMAR440ST& - HD SKU #564184 CO r qCC '-2 3/4" 3'-0" 6'-4 1/2" INTERNET#207169805 Q m -/ / i' 1' CP 0 (STAINLESS) • (1) HDX 3 SHELF 0- 21-0 3/4" 4" 5 EQ 4" 4" 3 EQ 411 23.3"WX13.3"LX30.3"H ,' /1 PRI°I 1 ,5` ,i' :r i' • (1) MAGIC CHEF 1.1 CU MICROWAVE - HD SKU #525430 2'-0" MAX 21-0" MAX - HD SKU #1000016845 Protect Nw 18386 di13/ DEGK _ (COLOR WHITE) • (1) QUICKIE 24" JANITORIAL DUSTDrew By: EBF VIP MOP • (1) MILWAUKEE 800 LB CAPACITY - HD SKU #541660 Orae Issue - HD SKU #168701 2-23-21 FOR 11 REVEW 4'-10" • (1) SENTRY SAFE 1.2 CU FT STL / / SAFE 3-17-21 FOR PERMIT - HD SKU #186562 (LEAVE IN BOX) chh T/ WALL HD HIGH HD HIGH +101_O" AFF — 'm` 5 REFER 5/A8.1 REFER 5/A6.1 • (1) QUICKIE LOBBY BROOM & DUST FRP1I A61 f I PAN SET • I— - HD MODEL 487-1 & INTERNET FULL HT ;.<'_' �- I ..{ • I I p t.,i #206392304 L_ — J a•i! \ L___ ._,,... . ..,„,..:•,.....• s k !Jl. `. 4T GC TO SUPPLY & PURCHASE ALL ITEMS FROM HOME DEPOT — - a r a x > I ""' • - LANDLORD COMMENT/APPROVAL Il�ll ' �"'"" T` ostv I An 0'-0 — W — — — — -_ TomE2'-10 3/4" / G(E� !, —II J FRPI MOP SDS PIPP PIPP LADDER PIPP PACKING DESK 4 3 LOCKERS REF ! RECEPTOR CENTER REFER PLAN REFER PLAN W/ HANGER REFER PLAN STATION REFER 61A6.1 SHELF SHELF MICRO G52 W/ TRIM ON PIPP SET HT @ 31" A 4 • 3 1A I GT2 1B 1C STOCKROOM / OFFICE 1 INTERIOR ELEVATION INT ELEVATIONS 1/4".1'-0• F.— 8 g 0 EXTEND TO NEARESTLU SIL F1)D(5) As REQD, TYp l.. SIM D cti 0 CO 01 H CV L_ 7 0 c A6.1 I cc 9 0 0 4,'8 E REFER INT ELEV, TYP - 0 PARALLEL VARIES '11 FIXTURE g \-40., ' x,-------- fø0 111 % ci i'' 0 GOND / / 41'-0" AFF .11111-=11 i ••- SI-I TYP TYP UNO SIM SIM < g Erv: CD ' ---- \- - IND SACK 411111 .. \. CC MI A6.1 PLATE(S), TYP UNO :5:,::,. i ''i.. ., .1 A6.1 A6.1 •.. EttW!tra la k„o / STL STY , •:'''', - - - - 4 i .,..., :...... 1 2'-10" I EXTEND TO NEAREST LEG PJ-BOX 71-7- ei. et R / DOOR STOP TUD(5) A5 REGVD, P "--A -\-- ....,..• PLAN UNO (GOORD FINAL 'r Z? M!' -77-"'+N':' 0 Uj LOCATION A 161/ VEND0R) (REFER ELEC) Co in . l . . ZI...'I...' 1111=T/ FIXTURE c T/ FIXTURE ._ TYP 5IM SIM T (ZI 9 ii) 11 +101-0" AFF MIRA IIIMITIMMINIMILTIOF ----- -mi. 7.1. - VARIES . (1 ;et in 44 2 7 7 fill) .. • 1 Ell P' 111 'I''MP:MT '..T1:' .76-,71-;TvAig s. A8.1 A6.1 HANGING i • EXTEND TO , 's.- 1/ FIXTURE . • NEAREST 51-1_ STUD(S) EACCIPIta +-r-a" AFF i'l tl ......... ....._ \ U 11. : A5 REQ'D, TYP \ '•' \ --L- .-L-- --c / ,- •6:=,•-....,...:'?kr, ,bzia :::.:.., •tK.got,,,,,g' ,n.',,,' . . ........ iP ,..............,..._.....,...,...,.0....,..e. „..:,.. •:,.::.,.... .................••••••••••• ...... ..,. „.. ..,.,. •••••.••••••••••••••••.••••••..•.•.• .•,.•,.•,•..••• ,....., ..-.,,•:.,.L.:„..„,„„:„....:.,•,.,..„:.„,:,...:..:)..:,.:,:.::.:,:,.:,„,,,:,:.,...:.,„,.....:, .3.:,...:,:.„,:. \ el 0 ,im!Es•Hip!i:] Apppg , N i T ••--44.-4P47.• .,,.... in :0 N , Si FIXTURE +1'.-5" AFF „ in g 1..i 1111:11:!.!1140 Vag ':Iiii•!:1 ri- ,i .:'W: .: '!.:! 0::Ri.i: ;S) a) -7-:7M,4,:.• 4 .1%, PL 2 4 v..4 , \— :'.."..VER MAE . i.- it,. :'• ,: ' i':''-:1:'''.:'''':' ....-..'.'''.'".x.:. ':'': ::''' Zta i--- iil - CV ',n 1-tr 71 .','' .:4' ..i T••• .-. im, - y . Nu: _ in , T I - c w Cl• " .ait_FF Nt .::::.:,:.:.:..L:•..7......::. .:':':::•.:::_:',"::.::,::L":-... .;R.:,;.%...:::-.. .E? sawn, • _ __ _ ..,... \ .,_ %, Ns -1 N)is • • , T/ FINISH • is . s• • • • u (VARIES) TYP WALL BAY FLOOR BAY FULL BAY YOGA BAY FIN WALL STOP 1 MI I I M2 I I M5 I HANGING 10 CD HANGING RACK STORAGE 1 UP I n . (sfr‘Ir Design end oanstrustinn doeumnts as Minos at min es ivsn Ii andldosss and mini the properly at Chinn,*F. TYPICikL Mu Masa The lin of Ns air srd those nomination dooarsents fix purposes LOCKING HEIGHTS REFER VENDOR/MANUF FOR TYP BLKG REQUIREMENTS/LOCATION(S) UNO / REFER A4.2/A4.3 FOR CODED NOTES ; athir Sin Ins sprellb plot mid Innsh Is Moly pronlesd MOW es:4mM wake 1/4"-t-Cr censent of Clviltihsr F. Mirka,ArsIdloat. NOT ALL UNITS a/OR CODES MAY BE USED ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS REFER 71A6.1 SIM FOR BACK PLATE(S) UNO USED WHERE A VERT OR HORZ FORCE OF 250 POUNDS , IS APPLIED 0 ANY POINT ON THE GRAB BAR, FASTENER . MOUNTING DEVICE, HC BENCH, OR SUPPORTING STRUCTURE I^11-I A5 OCCURS 15" MIN e (REFER PLUMB) II MI! 42" MIN •:t / 20 -24" wi .:.:,•:.,,.:.:,„:„.„.„.:. " cl _1 dh EV PLATFORM 0 1. ...—- •:., ..........: ... CSI V +11-0" AFF i:K: •i:Ka-., j.: 1—I9 1 MIME co MIN .:1- - 1 •, 1 :-I = =I TO J EXCEED 48" I .. 0 ii.........,,,... _ UI .,..., . .::::'''':.• :••,•'-i1•:•: r 1 L / / , _ 0 piii7urp •!.. w ___.-1 / 0 \ -I=I ---- - I \ ---‘ PROV I PE : I LLI ca 7 1 1 \ 1 FI LL.INS HOSE \••••••:.•••:•:.:.:•:•:•.A - - ,- _ _. A5 REQ'D m..mil . 1 '.:::':,!.;.....;;;;;...;:l..!;'E.:::::,!H:t - - 111 *IN s- ---------- . .1 I- I , 77 _...,, v * F „:::.„-„,:„„:„.„...-„:,,,,..„ NZ „:„:iii,„:„m::„iia:„m.::i...L:: CI LI) ::: ::], ::: .•• • (1 Ill x -.. X V a in i 4 in i cn X e4 .1 1 I cici _di FF , II \ * * . . ''I. 1. • `I. .i. sl• l• • CE ‘v T/ FINISH III (VARIES) MOP RECEPTOR HI-LOW BOTTLE FILLING Cie 0 8 8 e 8 CD 8 @ He FITTING S DS HOOK ROOM BENCH CENTER ea liCC W/ TRIM STATION & COOLER M W/ SENSOR a co TYPICAL Cy MOUNTING HEIGHTS REFER VEIMOR/MANUF FOR TYP BLKG RECIUIREMENTS/LOCATION(S) UNO / REFER A0.21 FOR ADD NOTES < um D 0 r, 0 Z 0 REFER A42/A4.3 FOR CODED NOTES / NOT ALL UNITS /i/OR CODES MAY BE USED 1/411.1'-ir CO i cc ca z 0 0 < z el tabi,i, C 9ci a, 0 S 0_ EGit EQ-1DrProgect No:awn By 83119 EBF ± 101-0" VARIES Data Mum PUD BACK 2-23-21 FOR LL REVEW I i 3-17-21 FOR PERMIT . ''' .i..i.Z.? .:ti:_:'2,:'.,, A:', '•g•''7'3• '•''------'•.-.4.;P't.e?.. V I L060 2 I- Mes f I I " 61-11" Mang-TME•MbriNITIfig?:.%HigniMERMO LU ' 4/ 1 Kick butt. ii .......,....—....„,.....,...,........._.........................— .................••••_,...,...._.......„=...,.........,,,....,.........,.:,...,......,....,.. 2 ,........._........„...—_,„..............,...„.,..........,..,......,......,..._...,...w.,.....,,,.. „...........---....:-.,1 \ in ......,.,....,-..,..—...-_,.,-,.-..,:...._.,„.,__.....,,. _ .....,-.....---.........------..,•,••....•••.•••••.....„.,.....,....._.....-. ...,......-..,....—,...-,,.x,...,:-.:.:„..,.:::......................... ... 1 g ---..----.7- .................„....,... :.,...:.,......,....,,,,,,,., v gr 1 ZNi 0 in' 1 -4-.4 '4°44° . in is:,:::::::..,........,...„.....„.....,..--..,....._.„,.„„„„„„„„,„:.:w.......„..•••••••••:•,.,• ..................„.„. ------- - ..................... .......................................—_, .,..i.,..i.:,,...i,••,..,,,...,....i.i.i.......,,i.,,,...:.:::...i....,,,,:::,:i.:.:::....,,..i.:,:......i.:....,..i..• .....:...::E....:...,..,..,..:..„,„:....,...:.:::....,,..,..:.::.i...: _ LU > ,,...x........:...,..,..,,.....:.,...„..„,,.....-y.,„,..x.:,.:„..,.„.„,,,„:.,,:„.,.:,..„ N-- 411IP I L060 4 I 9 Repeat. iNi Repeat. \ halleetVfteggi21.• -------------- - .... ................ .... 0 Ea 1111111111 in 2 :.,,, ,,..,:,i,:„,•,•,:i:::i .,,...,, .::.:i:]mi]„oi„ .c. e CENTER ON z z , r PLANK A5 V m al : ig•: :':*•,]::•:R:::•1 OCCURS II i T ; ----— \ LANDLORD COMMENT/APPROVAL , En z? 44 PF \ \ • T/ TI 5, zik, ' 11" T/ CTI , S G GRAPHICS 1A GRAPHICS 1B GRAPHICS 1C GRAPHICS 1D BACKWRAP AV TV 0 CASHWRAP 0 ENTRY 0 REAR SALES 0 REAR SALES A4 , 4 SIGN AV INTERIOR GRAPHICS FINAL DESIGN BY VENDOR 1 BLOCKING HEIGHTS COORD FINAL LOCATIONS W/ MANUF INT GRAPHICS 8 BLOCKING NTS NOT ALL UNITS MAY BE USED NTS NOT ALL UNITS MAY BE USED 11— 0 E 0 0 (... fr -,1q W hi- w".''''..41\ :E cTTOGC TO INSTALL COMPLETE, ONLY. ADDF HANGROD TYP @ YOGA BAY(S) TO BE STORED @ BASE OF GONDOLA FOR o °3 N 05 ri DLSHELF C OR KET HANGROD OR TENANT INSTALL, TYP @GONDOLA{Sj 0 0 N Q O ? r_ _ LJ--- > (---- r SHELF BRACKET "' T 61 I- - I �^ o ZOiu • oo ,is la 04 � 1 0L � F` u� 0 r W ar F- z ,T1 I SLOT TYP o HANGROD _ glim 2 6au d Ce STANDARD `1 SHELF Vel/ DIVIDER s,1 a- u a PANEL TYP ori \ — HANGROD .............., (SADDLE 70 TYP 0 la SLOT TYP o o \ INWARD) N'P FACE1'9' 111116 { - 'Z,FiLLI= TYP TOP HANGROD ® I/2 1 GONDOLA - " " \ leg -._ -ri 1 r, :] , to 6 cn in n cv Ln .� CV c`v O N r-- 0 n ry CI •O r--- \ \ i_n n 111 N in )--- _ . 0 til el f, § \ N.,- s # if p ( o r L'.1 kr I J J J u �. , ,r ,.;� • s r ~ W .i .at .C` 11- .. "' C Wr y • \/ co jkr _. . SAU Q�7 YOGA YOGA BAY YOGA BAY PANEL 4FT 6FT 4FT GONDOLA SIDE A 4FT GONDOLA SIDE B 6FT GONDOLA SIDE A 6FT GONDOLA SIDE B STANDARD GONDOLA GONDOLA a 1 SHELF(VES) 1 24" PANEL(S) 2 HANGROD(S) 2 HANGROD(S) 4 HANGROD(S) 3 HANGROD(S) 4 SHELF(VES) 2 HANGROD(S) 1 SHELF(VES) 1 SHELF(VES) 2 SHELF(VES) 1 SHELF(VES) Design and construction documents as donsnente oonfiderce WI DIVIDER 1 SHELF(VES) end rennin the property otCtristopher F 5 SHELF(VES) he use of this*Nip and t AnstruCli:Warton dor:w W/ DIVIDER oilier then dr swab)pleat wed harsh it strictly prorblted without expressed written torrent of Christopher F. Works,Arahtact W F Li) (***.°... � Q\ HANGROD GC TO INSTALL HANGROD & SADDLE GC TO INSTALL HANGROD, SADDLE, & MIRROR GC TO INSTALL PANEL, HANGROD, & SADDLE SADDLE OR ONLY. ADD SHELF(VES) & HARDWARE ONLY. ADD SHELF(VES) & HARDWARE GC TO INSTALL COMPLETE, ONLY. ADD SHELF(VES) & HARDWARE y ` r SHELF BRACKET TO BE STORED IN SAFE PLACE FOR TO BE STORED IN SAFE PLACE FOR TYP @ BRA BAY(S) TO BE STORED IN SAFE PLACE FOR D IQ- TENANT INSTALL, TYP @ WALL BAY(S) TENANT INSTALL, TYP @ MIRROR BAY(S) TENANT INSTALL, TYP @ MILA BAY(S) 0 Q V \ - r --i � # SLOT TYP HANGROD STANDARD .........i........" PANEL T(F C - HAN6ROD TYP MIRROR TYP - 1ELF TYP - TOP HANbROD @ I/2 ` (I)\ 1 1_._:..., _ ___ , C7 r] - - 4 Ti H v, v♦ �. �1 n n T ........,_ ei 43 Yl `(I♦ }NSI 6 o\ V, al (, ,,,,, Z m \ No - i •1jai to 1- n -7.--- �} �' ;.....,-----e,r%.a en in t' kn Y kn V it - .. ` N \ uU coo ., Li Li LL _j L _ _ _ _: \ Li LI 0 . < _21 r 0 FLOOR I WALL WALL BAY MIRROR BAY BRA BAY MILA BAYal L1.1 CC FULL STANDARD STANDARD 1 SHELF(VES) 1 SHELF(VES) 4 SHELF(VES) 2 SHELF(VES) Q 2 HANGROD(S) 1 MIRROR(S) 6 HANGROD(S) 1 34" PANEL(S) N 3 HANGROD(S) 9 HANGROD(S) TYPICAL ICC La 0z SADDLE LOCATION F- N N U. M 0 N 0 z m 1/4`.1'-0` CO = fY Z to 13 0 to z 3 a am 0 cc 3wa. Project No. 18389 Drawn BY EBF Date Issue 2-23-21 FOR LL REVEW GENERAL SHEET NOTES 3-17-21 FOR PERMIT A ALL STANDARDS BY VENDOR 6 COORD FINAL LOCATIONS W/TENANT. LANDLORD COMMENT/APPROVAL ,,IA, III 5E HANGROD & BRACKET LOCATIONS RESPONSIBILITY SCHEDULE FINISH & MATERIAL SCHEDULE TENANT VENDOR LISTH o p LANDLORD GC VENDOR TENANT I TYPE MANUF SPREAD DESCRIPTION `- CODE I NO VENDOR m m EXTERIOR W co co z J B(E) VINYL (E) REPLACE DAMAGED TO MATCH .d " " a- `o vs a Z a z a a MATT BOONE u; to a z cr z cc z cr z DI ALUM GG DPT CLEAR ANODIZED BREAK MTL RUGGLES SIGN e I o p G 2"WG R D 7 54 GASKET UNO DX, VERSAILLES, ''OC v::. :. 99 9 ALUM G OPT L ANODIZE DRY-SE IDEL ITE RAILG AZ 1 43 INDUSTRYKY 40383 lCC7 mg B2 GL AZ_ .. P 851 87q ilgl 133 E mattb�r s .Com >}}:.: �:: F 3rT�Si x. . o .: •- 5 ) 6C, TO u e � n a"8 � TFRT(F 6LAZ (E) VERIFY TEMPERED, REPLACE DAMAGED TO MATCH t � PERMITS 4 FEES . ........... ....... . ....... . ........FIRE ALARM, SPRINKLER, MECH, 4ELEC A5 APPLICABLE Luc co vo INSPECTION GOORD • STFRTI 6LAZ GG OPT 1/2" TEMPERED o ; N ?,1 r) cri TEMP HEAT -I...•........:.. ... ..... . : STFRT2 ALUM KAWNEER GLEARWALL 2 I/2"X6 5/8" (SS! - TG) GLR ANODIZED IN/ I" INSUL IN,/ GLR &, C ry TEMP El l2 — =G • • TEMP ENCLOSURE • SIGNI ALUM VI IND PIN MTD BACK LIT LETTERS W/ CLOUD BAGKPLATE IF APPLICABLE (COLOR TO MATCH RAL #1044 SILK GREY) CC URI GLEAN UP -. ..„.___W__ SIGN2 PLASTIC VI 3D (COLOR TO MATCH RAL #"7044 SILK GREY) JOB PHONE INSURANCE • SUBMIT COPIES TO TENANT FINAL GLEANING : ............................... ....... . . ... .. ......................................-... ... ....... ........ LOGOI PLASTIC VI CHEMETAL 106 BRUCHCD COPPER ALUM Z FRIG LIVENGQOD J � CONSTRUCTION BARRICADE • • • AS APPLICABLE PER LEASE/MALL MANAGEMENT LOGO2 PLASTIC, VI 3D (COLOR TO MATCH RAL #7044 SILK GREY) DALTILE NATIONAL ACCOUNTS ASBESTOS REMOVAL • AS APPLICABLE PER LEASE/LOCAL AUTHORITY AWNGi FABRIC SUNBRELLA CLARITY 60 BLACK 83008 0000 9 6415 14 MILE ROAD, STERLING HEIGHTS, MI 45314 El w $ yam • F B . ;.�. !'ii P 556 731 0510 E erIc.I1vengoodc�daltile.com DEMOLITION • • ! W FLOORING DEMISING PARTITIONS • • AS REG'D PER PLAN ICC NEUTRAL PIERS • ' • AS REQ'D PER PLAN, 6C, TO PROTECT DURING CONSTRUCTION C(E) GONG (F) PROVIDE GONG SEALANT A5 REQ'D L w SAWGUT SL • • A5 REQ'D PER PLAN GT(E) PORCELAIN (F) REPLACE DAMAGED TO MATCH RIG KN CA KI LL C1 LL TTHEEIDETI CABINET COMPANY ! WALK • SDE 4 ........ ....., .......... . _ ....., .... ..... . ...... .. ................. . ...... ..... ............:..... -.:. . . ............... ..:.:.. .: .....,.. .:.:... . .... ............ ... .....:..,, .:..,. 2385 ED150N BLVD, TWINSBUR6 OH 4308`1 :................. ........ ......................... . . ...................... . . .......................................... ................................._.......................................... Vo5 ACACIA VALLEY ASH 6X36 FI TI DIAGONAL A l I CUSTOM I PRODUCTS MOO .......... ... .... ..... ... ...... . .. . . ....... .. .... ...... .,..»..n.,..r...,rv,,..,:.:. ..... . ........ .. ............................. .. . ...., .. .... ALL FIELD LF D L HERRINGBONE P ETON W/ GUS BUILDING ODUG 5 :::. �� .:..::::... .,�:..,:., :...:...::.:..•>:.,...::.::: :.:.. . :.:::::....... ..:.:u:. . ........ ................. ....... ....... PORDE AIN DALTILE A GTI L GROUT #386 OYSTER GRAY, 1/8” JOINT P 930 425 8555 X141 E rkarpinskl@leldencabinet.com e LEVELING • •.............. A5 REQ'D PER PLAN m VAPOR BARRIER • 60 TO VERIFY 4 MAINTAIN INTEGRITY $ RESTORE A5 REQD #1048 IMAGICA COSMO 12"X24" FIELD TILE - 1/3 RUNNING BOND PA! IEkN IN/ CUSTOM BUILDING PRODUCTS GROUT #185 NEW i -7 r GONG SLAB • • • AS REQ`D PER PLANTAUPE, 3/16" JOINT `+ GT2 PORCELAIN DALTILE A EXPANSION JOINT MATERIAL • STEPHANIE FOSTER r GONG OVERLAY • • AS READ PER PLAN CT3 PORCELAIN DALTILE A #VL71 VOLUME 1.0 DEGRE55 SILVER 12"X2411 F=IELD TILE - 1/3 RUNNING BOND PA IEkN W/ CUSTOM BUILDING PRODUCTS CAPITOL LIGHT 3 J . ................ GROUT #386 OYSTER GRAY, 3/16 JOINT 3 ` w u c ° GONG CURB • % 1- v r, 270 LOCUST STREET HARTFORD GT 06114 .. h x s. a .s..... � h:S. \.h'4.4:q;.h„v .,�. .4n] :'.}q•,' !':ti.v. ::}: J 1 .- ...............................,........o.......................,........:.........,,.... 4 h, .....]. .) :. s. ..,. heti'` ,;`..h h. .... ... h,,.b}.l».:...:,}... �.� .. ,. ;:8.:{h:».��:... � �....................,., S•.. ,.,.... .,n,..�,a,.!,�,Rr��, .3,..1r4.,•.,+:;'ti� ���.,.*k�'� ,.,�a��:. .0yi��: . ..................................................................................,. n,.n., , . , � :. . .. .� �`�. a�h, . . . .........,..� �.. .;.. .]. > s .� ..;... .,.,�' �;'�r P 860 520 2313 E Ste hanfe.Foster@ca italll ht.cam !!''�� .:1:': -. ..,................................,...........,.........,..,..:..::.,..,:..............,,.... , , , \,0. Y. {:�� Z, , , : , , hist.::.::.,...t...... ,. .».., , �i�l, q t/.. .o-..?. .�4 {+. k ��a ak] .,...... .........,.i.Y, �4 ',Y.i.,., ,n 'r. , M`h {^�.�,�.,�i ` .Q:, � ^ ,.,.,.,',,.,`h.,.]ri]:n].i 711��,y1 I�'I yy� yy� yyl L , �?"�.. ..............................................,....,.....................,_...,..,..,.>i}.� k fr , �,.,, .�zs��,a�.�},.c.h.. ,: : : + :� - -..,�'io-,,...,.....,.ti.• . , 2 .. ....�.�,:....... :a,...�y\ �.ti��,s,c,�i; ,..m.;.».n..n,:�t;�...4iti]�s'}?...11� �� i� � I f J __..--. ............,..—..,.�1.,.,.. .......' ..........................:...n.n.n..:.,,......,..,............n.....n..,.n. .:...:. ......:\l\•1S.i\ .k1...1...:C.�:,,ni,n,�Y+,h.x��,a.�'}a:�..5... , 4�.'G',�t.�S 5 a•Ua v STONE • w c W CONCRETE BLOCK • cx ':` wY. c�: ' r'J :.:.rte..�,..4sn:'#'? .«�..,,:... .... .......,...,..::�::��:.i�:-.:,.:.,..:.:h...:....,..,. ».:.'; - --- -- . ---- --_ - __... :_ .. . :::: .: ..:...... .;�:: FELIX VIGEANT lei� ��' � � t... STRUcT 5TH • ` u STYLMARK NATIONAL ACCOUNTS MTL STUDS BASE/TRIM 6536 MAIN STREET NE, MINNEAPOLIS, MN 55432 3 . (N� DEMISING WALLS • • A5 REG'D PER PLAN '131 VINYL JOHN50NITE 4” COVE BLACK 40 P 763 574 8741 E Fvfgeant�stylmark.com g INT PARTITIONS • • 8 8 .. FURRING • • G6(E) (E) (E) REPLACE DAMAGED TO MATCH Design and oonstructIon documents as TO I LET PARTITION • Inwunrtu of service are given h confidence GBI PORCELAIN DALTILE A #AVO5 ACACIA VALLEY ASH b"X12" FIELD TILE W/ CUSTOM BUILDING PRODUCTS GROUT *356 OYSTER GRAY, I/8" JOINT JAKE FARRAN and remain the property of Christopher F. HD STANDARD HARDWARE • • VENDOR 6 linden Arohmaot. The use of this design and SUPP ............... . .............. PAGE HARDWARE LY these=truoton daoarnrrtbe for papal PIPP MOBILE STORAGE • • VENDOR 6 GB2 PORCELAIN DALTILE A #1648 IMAGIGA COSMO 6"X12" COVE TILE W/ CUSTOM BUILDING PRODUCTS GROUT #185 NEW TAUPE, 3/16" JOINT 320 KENTLAND GT SE, WYONMING, MI 49548 :suolion"° orn"fordapat ROOF TOP FRAME (HVAC) • • A5 REQ'D PER PLAN 0 1 stltc:y prohibited without expressed written MTL DECK • CDS DALTILE A #VL7 VOLUME IOD RE55 SILVER 6"X12" COVETILE V/ CUSTOM BUILDING PRODUCTS GROUT #386 OYSTER GRAY, 3/16" P 616 241 5626 E joke®pagehdwr.c.om comer!or Ctr+empher F. Werke,Arontect ROM , + +, h JOINT T WD BLOCKING • . • " I. ........................ .. ....................................... ......... ....... ............. ...... ..._. . ._.,......................... WBI WD V4 C MIN 3/4 WX4 HXI20 L WHITE PRIMED POPLAR TAPING. 4 SPACKLING • • SHELVING • • VENDOR 6 WTI IND V4 G MIN 3/4"WX2"HX120"L WHITE PRIMED POPLAR MALL REQUIRED VENDOR LIST COUNTERS • • a VENDOR 6 WALL COVERING PLYWOOD • • NO VENDOR WD FURRING • •.._._.. WI VINYL MDG A REPEATED F PA] rL-m.N PLANKING • • VENDOR 4 MISC TRIM/MOLDIN6 • •.. ...• VENDOR 6 W2 VINYL MAHARAM A FIX 311441 001 ATRIUM PLASTIC LAMINATE • • . VENDOR 6 FBI FAUX V4 A RUSTIC WHITE BRICK BRRA-1102 IN/ WHITE GROUT 6RTA-5002 W/ PL PREM ADHESIVE ADPA-5150 '''''''''''• CARLSON ROOFING ING COMPANY, INC QFIRE PROOFING • 60 TO VERIFY 4 MAINTAIN INTEGRITY 4 + A5 REQ'D 1 P 503 846 1515 : :.. . , . .. . : ,- .- :.::. .::::: :-.:.:': S:?14 A +fihM., . � ., : .r1. { N yOa� J ¢ �" : . ,N." tti WAINSCOT ... CAULKING • • a A5 REQ 27 PER PLAN FRP(E) (E) (E) REPLACE DAMAGED TO MATCH SEALANT • • AS REQ'D PER PLAN INSULATION • • AS REQ'D PER PLAN FRPI PLASTIC MARLITE A 5 IOOG WHITE CLASS A PER ASTM E-84 SMOOTH OR APPROVED EQ KEN SUTHERLAND WATERPROOFING • • AS REM? PER PLAN .. ... :.:.:A::::.:.::7.:7-,.:.:: :i. - ...... ...... .......... .................................... IE ., . ... ...... ..... .... ................ .. .. .. .. .. .. . ... ......... . ......m., .. .........:. . ..... ............r.,...:,. : . �.. ,»{ ,y1 . . .. aa . . . , hj �I.r,ro ,.hll; q :^ 3s44aa . FRP PLASTIC CRANE G VARIrTEX r�rrc�JST 8044L1NE SATN TEXTURE CLASS G PER ASTM E_84 0.09 WYATT FIRE PROTECTION INC 2 4015 Si"{ BURNHAM ST. ENTRY • • PAINT TIGARD, OR 17223 DOOR REAR EXIT HARDWARE • • • AS RF-GIDPERPLAN P(LL) - - TYPE, MANUF, 4 COLOR TO BE SPECIFIED BY LANDLORD P 503 654 2g28 DOOR HARDWARE • • VENDOR 1 #5W7101 FUTON PROMAR ZERO VOC LOW TEEN EG-SHL PITTING ROOM • • VENDOR 4 I PI LATEX ERWIN A .AFF NEELY DOOR HARDWARE •..•.•• .••• • • VENDOR 4 P2 LATEX SHERWIN A #5W7043 WORLDLY GRAY PROMAR ZERO VOG LOW SHEEN EG-SHL SIEMENS BUILDING TECHNOLOGIES, INC t pt GENERAL DOOR HARDWARE : • • : VENDOR 1 3 15201 NW GREENBRIAR - SUITE A4 ap .. .�-.. , ,h,..,...:.,n... : : :. ^, ., , v, 1,.neo-. .S}:.,. I ...,n}h.t.k,i,�..... .,,.r-, ,:.C,»+ , -:.,:t,+':.},v•; . ,? ,.... \,.\: :.y1•.;;:: _ >r, i� .�..,r,>,... rv1 h• . � . ,,.,, t. �. \ \� ..t . ,,., h,.,,.,, h , .,..S�>r., LATEX SHERWIN A #SW7006 EXTRA WHITE PROMAR ZERO VOG OW :�+IGEN EG 5H -.,, ,w,. .., .. :.? ::.:::..:::.::.,:::.e,>ti.+e.,,,1..,: a,....n,.:.a:.?,.::..o:..:... .... , . .`.C..,..,..i..,..�'2.,C �A' • ..,:.;.:.;,:.:..:....... .. „e.. ..�.... 1 ,\/l ..�... .,..a.. ..A: .,'ti P3 L L ,... ::.o-,:, ...........................�.... .,,.,,;......,...........,:...,.,:.rv,.a • a,C:2h,.r ,. �4 ...................,.., ,.i 1�1,h. 1,1..{. :,h`C. .e}].). ---,. '2']`,'a.., .; .,....,..,........ 4u`]................... :. ..-. .. .. :.,.h,,...•rw;i:;.}.,.:,.. I ��... � .hi..:ioa,:�•.,o,:c.�c:e� ,-.wi;.aicy,•„•? S .3:;?.:> . . .n...... ... ........... ..,...n�- . »Pi... ..h.............. . .,,�:�,. .. , , � BEAVERTON OR 17006 ,r,. .. .. .. ... .... .................,...:.4...,..... .... .. .. .:........ _...... � w, ..:.....:...._:..:... :.?.., ..� 11 �.1 `{�� \ 4„\`' ,.1.vi:\] h+:\3"t n.\\:a''.':1:. ♦\ v ..�.. :.,:,.... . .....................n.. ., n n„ , »,n,.... ..n,m ,.. .,.,..r, 'lry , „ ..... r »::.}::.}::: ,�.���:Ln..b.k,\.,. ^�\�k ;Q.'\�4.��ii ,.ni,n»�:,:,.\�\..\.. ,»ih\1ti,1'•]. 1 ._.. .... ....... .„... .....:.::....w.,v?:A.n.31+':. .. .,\:,.,.:..........a.. h : _ ..... ..�...4\.i+:(Q �.,��4�3.3...:.::4n.n .......e., < >..}..,..:.,...:..:..,.,z..Z...�t�z>..h+]xx: ;�> nn.r...,..e .;..:.......:,.....,..,.,a.:cxo-»... .O'�. , 6 M•e6Ak6. ................... • • P4 ACRYLIC SHERWIN A WATERBORNE ACRYLIC DRYFALL TO MATCH PAINT (PI) COLOR 4 FINISH P 505 254 1115 a LI FINISH FLOOR ENTRY ALCOVE • • • AS REQ'D PER PLAN CEILING DALE NOLAN CD 111 p MAIN G1'8(E) (F) (E) PROVIDE LEVEL 5 FINISH TO MATCH, IF APPLICABLE ENVIRONMENTAL CONTROLS, INC p i V PORCELAIN/GROUT • • VENDOR 9 4 7606 SW BRIDGEPORT RD. STOCKROOM/OFFICE GONG • • GWBI 6WB USG OR EQ I 1/2" GAB SUSPENSION SYSTEM TAPE 4 TEXTURE LEVEL 5 FINISH TUALATIN, OR 17224 1 11 1.1 Q THRESHOLDS/TRANSITIONSTHRESHOLDS/TRANSITIONS .....,.. . GY�2 GWB GG OPT PROVIDE LEVEL 5 FINISH (REFER A2.I FOR CEILING SYSTEM OPT) P 503 620 4226 Ii . � • • UNIWALLS AGT(E) (F) (E) REPLACE DAMAGED TO MATCH par RESTROOM • • AGTI TILE ARMSTRONG #Zbc7fA CORTE6A WHITE SQUARE LAY-IN 24"X451')43/5” IN 15/16 GRID ROB NORTON < i a GRANITE SERVICES 8 STOCKROOM/OFFICE •.. . •.._..- . ., AGT2 TILE ARMSTRONG #769A GORTE&A WHITE SQUARE LAY-IN 24"X24"X5/8" IN 15/16 GRID P 151 884 5545 E rnorton@granitenet.com > MMEI 3 BASE.. . MAIN _ _..... MISCELLANEOUS a 0 EL WO BASE • • VENDOR 4LU 9b"X8"XI" CEDAR PLANK IN/ 1/8" GAP, STAGGER VERT JOINTS, FACE FASTEN, STAIN TO MATCH 1152 ASIAN SAND BYCel fY RESTROOM k ADI WD V4 C WILSONART W/ IVORY TIMBERTEGH TOPLOC WOOD SCREW ADAM ETHERINGTON 2 Q PORCELAIN/GROUT : • • VENDOR 3 FRAHLER ELECTRIC COMPANY cis i STOCKROOM/OFFICE 16"X8"XI/2" SHIP-LAP ASH PANEL W/ I/8" REVEAL, BUTT TIGHT, STAGGER VERT JOINTS, ATTACH ® LAP JOINTS ONLY, STAIN 8 11860 5W 6REENBUR6 RD. �j a VINYL • . . ..... TO MATCH 1452 ASIAN SAND BY WILS0NART TIGARD, OR 11223 w GEI PORCELAIN/GROUT • • VENDOR 5 ADS WD V4 C 48"X48"XI/2" CEDAR PANEL, STAIN CEDAR TO MATCH 7152 ASIAN SAND BY WILSONART P 505 6311 4621 w Z Cq CSJ MAIN • • WD4 IIID V4 G 4S"X48"XI/2" ASH PANEL, STAIN TO MATCH 7152 ASIAN SAND BY WILSONART = I- h COORIDOR • • MI MIRROR Vb #620096-01 GENERAL SHEET NOTES LI..T KRO5 0C, OMCly 2 Lr • • PAINTING # U� MIRROR VS M21 ........:.::...... nom::...�]..�:.�:::.:: ..................._...,.+`rA.,.4'•;;•♦ ` 1 6200 8-02 3—WAY ::•.l :.G.kaa•.,�? ?:I1,1,I1111rrSllh lis!1 hl{�l: \\ .�.,.. ...,.........-.- ....................... ............... ................. ...... ......... .... » .. ..............,.:.,.:.::..:,..,:_i]x:_i•....\' .,l..a.,+., '.\:::.:.}:•.}:4:;{•:ii;::2:::'i:�;i A....�:;:ti::jv::;:i::_:i::.::_:i::.:v::�:iji::v:i::;:::::::::�:::::}: ;::i..::;•:%::;;::.:::;.:.�+''�'i�' :\ ...Z` ..,. :. .f.. I.F. ......................... -- ... .-. :..:..,.......i. ... '�vtift�A.Cu:..v .4_..,....,,,,_.a.nu,..rv.. .......t.a.�:��}......:..:....w.,d1�] '•'.rvS,..,:..,,.... ._.__.....":4.C•:�.}.`t•Us�•:tt1.11rv-•.l"Cia...v t::\�]::::�•h,n:::::t::v�x.:.:S:;?,ti:} RESTROOM ACCESSORIES • • M3 MIRROR VS 111"X11" LT WEIGHT MIRROR I d SPEAKERS • • A. GC TO CONTACT ALL TENANT DESIGNATED VENDORS TO COORD DELIVERY AND/OR 0 Z STOREFRONT INSTALLATION OF TENANT FURNISHED ITEMS @ START OF PROJECT Z WINDOW FILM • • F- PO5 SYSTEM • • NOT ALL NUIMBERS d/OR CODES MAY BE USED F ALL MILLWORK BY VENDOR 4/8 B TENANT WILL NOT BE RESPONSIBLE FOR ADDED FREIGHT CHARGES FOR GC ki. ,,, 0 m rC FIRE ALARM • • AS APPLICABLE PER LEASE/MALL MANAGEMENT FAILURE TO ARRANGE FOR PROPER DELIVERY & INSTALLATION OF TENANT m d SECURITY SYSTEM • • FURNISHED ITEMS. w TELEPHONE, CABLING, I EQUIPMENT • • ROUGH-IN PER GG SCHEDULE € ti ,"a MMENT :::]-5t a ` Mat.'. GMANAGERN0. G TO REPORT MISSING OR DAMAGED ITEMS TO TENANT CONSTRUCTION MANAGE Project . MN EXT 516 • 4 • VENDOR I ROOM TRRAN_ 1 WALL CELNG &VENDOR WITHIN 48 HRS OF RECEIPT. INT 516110q5E OCCUPANNCYY 516NA6E • • • • • VENDOR I NO 11 NAM= FLOOR BASE 811.1°NN E S W CLASS I MAT'I,. I PANT I HEIGHT COMMENT Drawn Br DLC I D FOR LOST OR DAMAGED ITEMS IF NOT FIRE EXTINGUISHERS • • AS APPLICABLE FC. LOCAL AUTHORITY REPORTED WITHIN THIS TIME FRAME. Date Issue :.. . ...,. . ,:. :.:...... :.:::... ......,.....:.::.::.?>:<:::�.>:.,,:.:.,,:�.,.t - ... ENTRY ALCOVE T USED :.:h><>. :.,.::.:,.:��� . ......................:::.�::.:::..:. ,,. 100 F NOT ) ,..... : ..,_..........- . - --:::�:::.:.:,:;:;'»:»:«:>::>;::;� ::._::�::::ti...::.,�.........r ��:: ,� _ � ' 2-23-21 FOR LL FEVEW MILLWORK FI XTURE/HARDWA RE . • • VENDOR 6 E. GC TO PROVIDE (3) COPIES OF OPERATING & MAINTENANCE MANUALS FOR FREESTANDING FURNITURE I • • VENDOR 6 IDG I SALES GTI PI PI Fl STFRT(E) G WD4 PI 121-0" SOFFIT(5) @ !O'-8 5/8'1 FURNISHED EQUIPMENT @ PROJECT CLOSE OUT. 3-17-21 FOR PERMIT HD STANDARDS • • VENDOR 6 ABI WD2/FB1 FBI WD2 WD2 GWBI LOCKERS • • PI PI PI F. GC TO PROVIDE COPIES OF WARRANTY CARDS FOR FURNISHED EQUIPMENT @ MIRRORS . MIGROWAVE/REF ... .... -- • � • VENDOR 6 j 102 ] FITTING RM FOYER CTI WBI P2 P2 P2 Pl G 6WBI PI O'-O" SOFFIT(S) 7'-10" PROJECT CLOSE OUT. MANAGER DESK I. • VENDOR 6 I 103 I FITTING RM I GTI 0,81P1P2 P2 P2 C GWBI PI 10'-O" G. GC TO MAINTAIN SITE SUPERVISION UNTIL STORE OPENING. VISUAL MARKETING TRACK/GRID • • Y ACCESSIBLE PI PI PI PI H. GC MUST ADHERE TO LANDLORD CONSTRUCTION REQUIREMENTS & REGULATIONS DISPLAY 1 • • :, ». »x . I 104 FITTING RM 2 CTI WBI W2 P2 P2 P2 C GWBI PI 0'-O" DURING BID & CONSTRUCTION PHASES roT ... '40 l i�>1 :...,»:.. al PI PI PI PI ilii IH .....--\ -L,' ,.;. :' ::. .. ., .. : !"' '.; . _ 105 FITTING RM 3 GTI WBI G GWBI PI 10-0 I. SITE IN PVC TUBE LARGE .. .�..:. ' ..::,..... • : .. .. ,..: " - --.--.-_ _- _______._•••• _ h,,' . 'll;`W GC TO LEAVE THE PERMIT SET OF DRAWINGS ON G a.,�l .,.�.�. .:.,;:{ -:.;..;��. .. .::. . .... .. .___...�.___._._...,��:ll��l�\,I�St�SI�;��\��\\ � , -__ . _ _.._,_ : k���.�,�itil4�n�d4��,�a�l�w.`I I I P2 W2 P2 P2 �, I it ac;�.`:�"��,��::.."..:::>.:',....•-•,-.I:' ..�-, L�9...... ';, ,: :.:`;�.:�.. �:...... '..,r..>'_ ,:._., .,,: �._ ; .:.._ ,:.. ,-> ,-,:. . _ _ -_ _ - _ hrtd 1>t�' s�'4 :�. ., .. ENOUGH TO CONCEAL COMPLETE SET OF PLANS HVACSYSTEM I 106 j FITTING RM 4 CTI WBI PI PI PI PI G 6WBI PI 10'-0" ROOF TOP UNITS • • AS READ PER PLAN P2 W2 P2 P2 DUCTWORK/AIR DEVICES ':, •• •• PI PI PI PI PLUMBING SYSTEM • • 101 FITTING RM 5 GTI NB P2 P2 W2 P2 G GWBi PI D-O A5 APPLICABLE PER LEA.SE/MALL MANAGEMENT FIRE ---,,- ION • � = • LANDLORDCOMMENT/APPROVAL I .....- C MIEN / ::i::?;:i;isisi::isis�i:;v:;;:iti:isi::i::�:::i:::;:::;;::;i:;;::];i::;:; �` � .._ _,-. ..,.,.., .. ,.,h,.h..,.,.....,..::...,....,. ,..,,,:.,... ..::. ..:.:.:.r.::,:..,..,.:.�,:..,...:.... .................:......,»-.��a,.\,�,:c.3y,qr..»$�a:��taay��.:3;:,Co~:�'. u:�>xa�„ ���. � ..:.... :.:. :�, ::. �_.-------__. ..------------ ...�-.: :._�.,.,..,..... ,.,.....,... , ,,.� ................ .............. �;,��., � ?�,�,,,,,v,•, I 108 I HALLWAY GT3 NEI 73 PI PI PI PI G AGT2 PI 101-0" SOFFIT(S) ® 7-10 ELEC. SYSTEM • • LIGHTING FIXTURES • • VENDOR 3 ACCESSIBLE UNISEX PI PI PI PI „.:..I:: :n,:,,,,,, ,, ,, ,,,: GTS GB3 T2 G P - : . :...:...:,<.,..::.I 1 I,..,..,...,.. ,.e.,.: . . . �:;,:'',;\N}r,:], ,. 04 GWS! I 8 O : 1 .,...: .'. , G1dy_llfh l l�fll.n, a,» .:\i\.e X21 , wy � rw� .:-'•�,kw ��,,��„�,.��`i'. �: : .,�,.�.,�M»:,A.»�..�,;s.,.ti,;. �.�kc,,:.,,k, K„ ,ti,. t..•.:1.:;�; _— - .--...---'-�---- _-. ..............:..... ...... . . ..... . ... .... .. .... RESTROOM FRP2 FRP2 FRP2 FRP2 PROI-C:CIONAL CLEANING • • A5 . 0 PUNGHLIST . • • I 110 I NOT USED AS-BUILT DRAWINGS • • SUBMIT COPIES 'D TENANT CERTIFICATE OF OCCUPANCY • • SUBMIT COPIES TO TENANT I III I STOCKROOM/OFFICE G(E) VBI 73 P3 P3 P3 P3 C OPEN P4 V.J.F. AS,APPLICABLE WAIVER OF UTILITY ACCOUNT SETUP • • MERGHANDISE/MISG • • • GG TO PROVIDE LABORERS AS REQ'D CERTIFIED TEST 4 AIR BALANCE • • OPERATING 4 MAINTENANCE MANUALS •• ••.• SUBMIT COPIES TO TENANT SCHEDULES PLAIDRAWINS TUBI! • • - 6C, TO PROVIDE TUBE TO FIT PERMIT/AS-BUILT DRAWING'S DOOR SCHEDULE DOOR SCHEDULE DOOR SCHEDULE ' DOOR SCHEDULE DOOR SCHEDULE GENERAL SHEET NOTES 1."'"""' o E DOOR FRAME FIRE DOOR FRAME FIRE 1 DOOR FRAME FIRE DOOR FRAME FIRE DOOR FRAME FIRE C.-) 0 00 q NO { RATE NORATE NO RATE NORATE NO RATE A. DOORS WITHIN THE ACCESSIBLE PATH OF TRAVEL TO BE OPERABLE W/A SINGLE o DIMENSION I MAT'L !FINISH MATL 'FINISH DIMENSION MAT'L FINISH MAT'L FINISH DIMENSION MAT'L FINISH MAT'L FINISH DIMENSION MAT'L FINISH MATL I FINISH DIMENSION MAT'L FINISH MAT'L FINkSH EFFORT BY LEVER. PANIC BAR OR PUSH/PULL HARDWARE AS PER ACCESSIBILITY tj cco o 430 P(LL) P(LL) �� I �� P3 P3 I II I II II I II I=X PR 5'4"X '2" ,. CODES- N V EX 310"X110" HM HM B D 3 O X7 O WD HM 3 O X5 5 WD PI WD PI B 3 O X?O WD PI HM PI 5 5T1=RT(E SCHD ST�KT(E) SCHD -0 v PI PI PI PI SLIDERS o V ; H o E o a a ai R3 V X N A c II O p L Tpo 0 Q E N • r'7 N. 0) AS OCCURS OVER 5/8" FRT ♦\\ �♦♦\�♦ o ; N FLA!, OVER 5TL I'RAMIN6 44 ♦ U I — — -r 0.... „.„...- --N „..i.„, ,,, SOS` AAS A5 REG'!" B > HILLY ADHERED OVER 1/211\ "N. \-\\N A. ♦� \ FRT PLYyD \ \ \ \ \`♦��• FLOORING PER PLAN \ \� \\ \gyp • (PROTECT EXIST DURING ��`\�\\\` ♦4♦ `\\ \������`\\\ • 144 2 CONSTRUCT'ON) C / , ir Z43 N. PFE fi `�����\� a 1 r2" H E M I T/ G(e) • `� Nig. ele \ �0���`�� `�"`�, \ B PER ELEV \\ -44....\ �\�\\ �� B 1/2" HEM LEASE LINE AS OCCURS ��\\\ ��\\t t q \tom°♦� \��\\ \��\ 0 . •� w v 30BLADE SIGN PIER STOREFRONT (INT) STOREFRONT (EXT) _ A 4 ENLARGED ELEV 3 BASE 2 BASE 1 BASE Design and oortatruatbn documents as YssCumw a nts of mints van h oiniderroe 1'eRf-0" 3"=1'-0' 3'10-0' 3'=f-0and d remain the property at Ctrtatophar F. Ib ria%ArohNeot. The us of Mbdestan end toes constrwition doaunerrte for porpoise Cater Tran the swab pleat remei Wein b strmny pronbltea wi haut axprwfsd w!ttsr artrleent at(,xeletoptler F. tit3ertte.ArcFdtsai ,•,^c • a s.z,.:i,e.ic.,.:•:..'zfl.::i.y.1!.i.:;:::vi::,.le:.:.!Ei:i:,.;4:;;s.i..::;::,..;11;:,:..o%::.:,:.;%..:,:!...,;..:.x::;:;;:;:'.,.s.':.:! EXISTING MALL BLKHD t CONSTRUCTION TO \ ' REMAIN (PROTECT ' £. .: v :5•'• ▪} - :...• R ---------. x ,- DING CONSTRUCT'ON) 'Si.`}mak•.\:%• �L~`•-4• `tib y.' 4 k Ste. tiJi 'tzk.W ♦�;,k rA%.4.,7-4...::''. '3� '. ... . �.� �. .', , - B/ MALL BLKHD . �� +141-711 AFF . ?k '. ',ks.:,▪'' EXISTING G MB \♦♦O \\ N. k§ *; ,: CAP TO REMAIN ♦♦ ♦\ • \ T/ SIGN ELEMENT �" ,� q,, �x� � , ,' �re,.w,......�:..,..,«.:..,,,, +131-11 1/2'1 AFF \St• \\\\\ 1-A4',11:Mtalr:DMgt, 1064010:4V. :%. tla.k,•File,0,44`*''....i0.i ...f . ..\\,,, „ „ \ \ `''.4''''W.,-.4ni-attit......ki.eMiMip.11.442.9gs.VIdgfingailbs.'4 i $ \\N\ _ ; ,} OVER 5/8 FRT 7 • • r PLYVD OVER \ �O\ \\O O \ „>,,.:.▪,: ,. < 4,: __. EXIST 5TL STUD • ILO • ` }.k\h\:. :: ::L v}\•\.}!;)`::�*y.. ii).}:. }:i: _ :'�J tiiwm \ `^}�cti:j h`y`?:x:,v,2.:{N:'vc:h, ..�:��.. 1' .0'v t� .t},rE$E'kv '` ♦ �\ `\.k. .�,�:} ;}y�x;s;:.,, ?acx`v�pn. -t;4},vt' ri:ai,.-,�<S: .:x.v.<:.: t.: }x'{:vxh Y� f \ -..�„��:vk'i:.T:".yam..:K in;ryi}.J......::\ti::�}', :}:}',.JY{J•�n:;y:;��}.k'lw.?:\::>:£:-+,h}. .,.�'2 \ da . ♦ ` .\... :.vti,,:..::i:,:.;i y-0,:..:oKarn:?fig.}: '. �.},z.>..a,:.,*::::oxa:::,vii. };`' tk� r:4S•` J. .r.•... B GWBI CEILING :.v } ,'�i ::4.:=}<4;nv;.::;'\ a'.< v« EX15T N6 TUBE ♦\• ti.t:,:?:ii :b • •h - - - k▪ •R::3:i,. .<?: 'c,;ni '`ice °.�.�.'.:,:i'c' :', J�a. } v. '$ :'b.�''Crv:... I O � O CO • � +12-O AFF �. . .az= :i.}a��sG�i ,• �y:n,}:a:`;;..v;k :.�;�<�:k:.-:,-,: •:.....:..,:,,,,, STEL BEAM 70 mem\ 'i\,.CZE'` ::y?\ti4ji;vt i:4..4, :$;' iY;i�4'\ti;S:i:ti.:.::..k .}'2�::, i`?p\,`}.::t 'e4�vr \ V ,v;vs:\r.4:1 ;:;}.S-:: k R sa:;}-,: •x } tip'b\k••,- g-N ',...5 3t:. r • NC...,:, _ \\ U �` � 43•` k ;.RL:`r' :' :'<' fav . `:fir. ' y :r k::} r., s.£`- .::xos• 'v,}.o}w, i•_---,--_-0;.0.......: K: £ ,:c zn.' f a, \� \ , •.,; v ::. :t \t,,r\.: k 4 : ::v,,: Y%£ .>z. 6x'.. ,iv:zi 11.1111111 ,1, ' • _ , \'C .• ..':'iTS:J:OS:,.S:1' AY:jry::•-v,.. ':'i }...K'•ry R. W . \\'C � -'0'N-'-':''':::;:::::'‘'''.'--:---6:::::':-., K h:2":rih \ 4 .r k.�' {.i \ .i�{v\ ..:.....8..,.- \,,)i 4,. a r,•\k .n.s�.:u n}v`o:S..a,'2 R\.: «•`;2 t ` •.,.y„ ::i. ::.:K.,...::... 3\v �\v k'v;.,'::Y �:Gkj;.?i} ? k:fr':? tiv:::vly.tr;;�' 4<i.' ::\�.ti `? ?„.›...i:.:•::, I `\\\ ,+ .k:. :�`.�'�.t�}.t;},?v<k tih"�'E'->;}:o .�, yt��.}., w:�hS�:`yrt�:,'s�~ `'4�_..fir'-� ; .• t U ' }4...�`hkv.it k'fti,:i}.:{ '2£..,",2,.K}.*.k\\`, .1}\ k"}S: , ``L� r. •\ � I 7 W2 t"I- �S,Cpp'yY\�ti,4' j: '{.z-vk } •?�,`.\ :1,_k^x...}^:�i\. f,}:. k; y.: }: ; Q .,t`i '� 11 ..,:?,,,a.;,, i•4- 4 Yk"e.:5,y. i:: .'wig Y- • t' .w ':h:'c'.:`: st l.i:`%.i : `.'':,£;r,S:,Y,t: :r-:\ti+.lti:viy-�:,.'@;, 'c:\i.r 'rt ,;.:, >• \ Ua 5/ SOFFIT 4 ♦♦���` BTL STUD PLAD R EXIST ••� - +10'-9" AFF \\��� 0 LEASE LINE AS Y1.174IIX OCCURS 111111=11 Q STFRTZ OVER 5/8" FRT W FUND OVER EXIST Ca cc Q 33" BLADE SIGN STL STUD STOREFRONT STOREFRONT Q 5 ENLARGED ELEV 6 SECTION DETAIL 7 DETAIL 1"-T-0' 1';1'-0' 3'=f-0' EL N LL.1U y�D2 3/4" GLR ANODIZED Z Q O OVER 5/8" FRT PLYVD RErV}EL�CHANryNEE�L�c(NOci / VIJl1>i-i- AS I L.I,IL I\.1 i '4 4 ` �: },iw\•<•,{ k •..,......:,... �S.,.,�x-s oS"k' r- r OVER EXIST FRAMING ▪:•.,;` •• } .•• (' Z ALLOWED INCLUDING ' . EXISTING MALL BLKHD Z_ ;;:1:?:' COUNTERSUNK SCREWS) ''� ' CONSTRUCTION TO Z co 421) I— ,. :::... .; , •••,,,„ ...,. .. *`" '£ •. ;....,, .., ti. se REMAIN (PROTECT / I..„,„::\:"-,•-:,:k.....„,•:k.,,,,,,,q4:.„:„.,.\\%-..6.4,....-.!.A....,..^..4:4,..„..*‘v. ...-4.---.,::„1.--.,4•,.§..-,.„..,„:-.....'-,,,,,f,--.A.-,4714...F.,..,,i7:„.w.:.,,,,,...x.,:‘, ...:Ez. :,,,..„,..,,,,k,......„._..:%m„...,.;;„:„.„14,,....v....w.—ke..:,,...„....,,, DURING CONSTRUCTION) m Q �4 5/ MALL 151...K1-00+'4'-7" AFF El //:// LEASE LI OCCURS NE A5 GAPEXISTTO REING MAIN Drawn By Issue DLG VA\MN 1Ml N�N�M%i�. • .LYiWii'' tlE6oEiNf6) :-. ._••N1 _ • Date . ,„ ���� •��` \ T/ SIGN ELEMENT / //// w///////, . ,x ' a s . ik : «am +I - I FF 2 21 FOR LLREVEW NSOM]i-h'MS\?'{q(-0MY6tlh.r:i:%AOOhK�':i XW..\x�« � 3 I I/2" A� YVD2 3-17-21 FOR PERMIT (r) NEUTRAL EXIST REVEL h .1 4 NEUTRAL PIER TO OVER 5/8" FRT / REMAIN (PROTECT s' PLWD OVER DURING GONSTRUGTIOI� �` ''•▪ ‘-.-.'':‘,..:'..,'-:"--` ..- . ...•:,: h }w $. h*.i... ;., �� 1STUD ` ..0 'koax*},:Tas •:.. s: oxi:5 ,:: .:••' EXIST 5TL S 1 D 5/4" GLR ANODIZED REVEL '•1\ N• r : CHANNEL (110 VISIBLE - i Y `: �i B/ GW81 CEILING - r, i EXISTING TUBE FASTENERS ALLOWED INCLUDING - 1 x i i 57EEL BEAM TO 77.///// .I.:. _ COUNTERSUNK SCREWS) • +12-D AFF ' ` r: a ;' i REMAIN 1^lD2 . k' ��K } OVER 5/8" FRT PUN" .ii \I` OVER EXIST FRAMING ! OVER 5/8" FRTV.%- . '' . . . . , ..,,. .; .� :.. '` °- �A< {___ B/ SOFFIT LANDLORD COMMENT/APPROVAL PLWD OVER EXIST �_t-.-�__. - STFRT(F.) 5TL STUD I m +10'-4" AFF 10" J tl'-8" LEASE LINE AS ,- ( ,,- Y�D4 OCCURS I OVER 5/5" FRT 6 I STFT( i I '^°4 PLWD OVER EXIST A2.1 I1�'�!��I �I • NEUTRAL PIER STI_ STUD STOREFRONT 8 ENLARGED PLAN 9 SECTION DETAIL 1"—f-0" 1._.?-0" DETAILS CODED NOTES CODED NOTES H oE o o UNISTRUT P1O03 W/ PLATE AS 0UNISTRUT P1000 ® 45" OC, 0 LITE GAUGE HEADER SCHEDULE 1 14GA 3 I/4"W VERT DEFL CLIP (FTG3 FAST TOP CLIP BY D I ETR I GH SYSTEMS, INC.. OR APPROVED EQ) NV OCCURS CONNECT TO COL INSERT Ai P2626 LU (2) FASTGLIP DEFL SCREWS EA LEE, c., HEADER HEADER MINIMUM EFFECTIVE 46A 3 ll4"W VERT DEFL CLIP 4 COL INSERT PER 4/A6.2 o a LENGTH MEMBERS PROPERTIES PER STUD (FTG3 FAST TOP CLIP BY DIETRIGH O 1 CC o a L H O 0 SYSTEMS, INC. OR APPROVED EQ) ›, CONSULT MALL MANAGEMENT FOR ATTACHMENT W/ (2) FASTCLIP DEFL SCREWS EA UNISTRUT HEX HEAD SCREW 4 0 2' TO S' (2) 5005152-43 Ix = 2.042 SX = 0.610 METHODS & LOADING LIMITS TO/ON CONC SLAB ABV OE -a o �� LEG CHANNEL NUT W/ SPRING AS REQ`D t� 5' TO 5' (2) 6005152-54 Ix = 2.518 5X = 0.839 1� EXIST STL DECK OR 5 N 8' TO 10' (2) 6005152-65 Ix = 3.094 5X = 1.051 • COMP GONG SLAB, TYP a 0 EXIST GONG • 10' TO 12' (2) 8005152-43 Ix = 4.134 5X = 1.033 SLAB, TYP 1 EXIST JOIST - ATTACH O TO COL - ATTACH O TO gag la 12' TO 14' (2) 5005162-54 Ix = 5.110 5X = 1.211 ;�\\� 1 ATTACH a TO COL CHORD OR f INSERT Yell P2626 4 O P1000 W/ UNISTRUT 1.41 he ATTACH O . \ • ■ GH O TO INSERT BEYOND BEAM FLG j P1151 4 O 4` TO IS' (2) 8005152-68 Ix = 5.303 5X = 1.515 EXIS>T ONG SLAB W/ �0��� ��ONG SLAB W/ B IS' TO 18' (2) 10005162-68 Ix = 12.525 5X = 2,456 (5) *12 SCREWS ` \ ` a 'ti' (3) #I V REW5 r o la 8 TO 25' (2) 12005162-54 Ix = 15,130 5X = 2.334 \` , 1 jLL1 ``\ ! Ca__. .. ........ CALL CONDITIONS FOR INTERIOR NON-LOAD BEARING PARTITION ��N11471 �� %.. <. °°- 1 ' �2 j i I I + i t� LL / \�\ �\ I 0 0 0 k CONY�\ ` / 1 I I I I 1 MAX I , IMAX I O 1 IMAX ATTACH O TD .�, , `�� SCREWS EA LEG, TYP itin k 'r ,(' L , D AG B (TYP) D I A6 BRACE (TYP) D I AG BRAGS (TYP) D I AG BRAGS (TYP) C:,..., w o. 3 0% 4- I o o a o a # 40- + 4- DIAGONALS SECTION ® DIAGONALS SECTION @ DIAGONALS l'Ax - n „ +,- GONG SLAB PARALLEL ...1015T/BEAM PERPEND I CULARv•ice QB 4)1 u ..„,_ Avr 4,,_ A DIAGONAL BRACING AT DIAGONAL BRACING AT .1 2 EXIST CONCRETE SLAB 1 EXIST JOIST/WF BEAM design and oonalruollon documents ss haternanta of aerate w gvsn h ocrikerw 1'.11-0• 1'-T-o' and refrain the property or Christopher F, 413--- Nara*Architect The cae of this design and 4- 4- — + time ooreanctlan dominants I, other then the a do hied heart 0 I shsory Proms without expressed antler consent of Christopher F. Tarte,Arohltart PI51 5 BEAM CLAMP IN/ 1/2" EXIST WF BEAMS OR EXIST JOISTS X 15/1b" HEX HEAD SCREW 4 I I REFER I I REFER DBL STL STUD HEADER PER TABLE MAY OCCUR MAY OCCUR • I/2" CHANNEL NUT EA SIDE ® -8„ TYP I PLAN -8 TYP I PLAN MAX SPAN = 151-0" EA JO I ST/INF BEAM i I 4 © . I CI - ISGA TOP 4 BOT TRACK CONT IN/ #10 'I •/ PN SCREWS c9 12" OG (TYP EA SIDE) CONTACT ARCHITECT IF I I I I UN 157RUT P 1003 W/ PLATE SPAN E?CGEIyS 15'-0" r , ALONG FULL LEN OF WALL, • I --- - EXTEND TO NEAREST JOIST = ----------------- 18GA CONNECTION TRACK W/ (3) #10 EXIST JOIST I I ASREVD - PN SCREWS EA SIDE OF HEADER d I •' �— `- P15155 BEAM CLAMP (6) #10 PN SCREWS TO JAMB I0 II W/ 1/2" X 15/16" HEX `r HEAD SCREW 4 1/2" 6`CHAI (2) #10-16 TEK SCREWS ® - I - --- I - I I SIN® EA NUT EA / MIN r I 24" OG (ICG-ES ESR-1 176) RE 41 I 5/4" THICK WHITE I `� = 1 I ADJUSTABLE MELAMINE I I DBL STL STUD BEAM SHELVES 4 HARDWARE • STL STUD ABV I I JAMBS le- - - - - REFER 6/A6.3 P13155 BEAM CLAMP W/ 1/2" • �� BY VENDOR 4 SOT TRACK DBL STL STUD Ili FOR TRAPEZE COND X 3/I5" HEX HEAD SCREW ;I- '-'' -r e HEADER PER 1/2" CHANNEL NUT EA SIDE @ — HD SHELVING Q 17\ 18GA TOP TRACK >« TABLE EA JOIST/WF BEAM I STANDARDSinii- DBL STL STUD UNISTRUT P1003 W/ . PLATE ® 48" 00 MAX- #10-I6 TEK T HEADER PER TABLE .-I a O (4) F-i = UNISTRUT PI003 W/ PLATE z SCREWS VERT EA ALONG FULL LEN OF WALL,FINISHri-mi PER PLANce SUPPORT (ICC-ES EXTEND TO NEAREST WF STL BACK PLATE ® 20 9 CONT IBGA VERT SLOTTED ESR-1,1116) EXIST WF BEAM BEAM AS REQ'D --- I OG VERT (REFER 8/A6.I 18GA BOT TRACK SLIP-TRACK "SLP-TRK" BY DIETRICH I I SIM) 111 o ' ' SYSTEMS, INC. OR APPROVED EQI I I U (WIDTH TO MATCH VERT STUD WIDTH), (2) #10-I6 TEK L limmi Lu ISGA CONNECTION IN/ (2) #10-16 TEK SCREWS TO EA VERT SCREWS ® 24 - —` V WIDTH TRACK STUD (ICC-ES ESR-1516) TYP ALL. 00 (ICC-E5 \ CL Q VARIES CONDITIONS - STL STUD PER PLAN E5R-19Z6) = REFER a FOR STL ' co CL (GA 4 WIDTH VARIES) STUD / DEFL TRACK ' W TYP NOTES L 1 I I ' SECTION A SECTION B CD 0 e a ` lIIIJ a< 4 re STL STUD STL STUD FULL HIGH PARALLEL TO STRUCT PERPENDICULAR TO STRUCT CaW IC LITE GAUGE TYP HD SHELVING STANDARDS Q 3 HEADER SCHEDULE 4 TOP CONNECTION @ EXIST STRUCTURE 5 TYP SECTION a 1112'-r-0" 1'-t-0' U2•-T-0• w ZZ N H N u. = a r•- U' Z a) #8X2" BUGLE M Ir HEAD SCREW @ TOP SHELF Si 4/2 N REFER INT ELEV FOR 11/2" OG MIN SLOT Q Q 0 HT OF BACK I- 3 C PLATES) TYP ! Z Z - . L- Z s a STL STUD 11 - -1 = N 4"'C) !1 Q 0 o It. a o Q • .:. �I I \ if in CI) CL 4 o ,07 ��` /�?.- ,:.I CLARK DIETRIGH 1iW I IT r — - -4 r 5 FASTBACK CLIP PfelOCI Na 13389 \ r f FBBC 10 1/4"L r~� O 1■1 \ 4 \, >:•,' ' .I (MEG 5 1/8"L ® I v Q Drawn By. DLC /� ;� , .:^ ,' . . (3) *12-24 SIM GOND) _ -I- --- - 6 \ \ - - -v STL STUDS PER PLAN yt :,.. '` '' 'I SCREWS TYP \ r Date Issue FOR r0-. , = ;. I — \ 2-23-21 FOR LL REVEW ,' - " 'E ATTACH BRACKET TO 4 STL ANGLE �.• SACKING PLATE W/ -r --- m \ \ Q ANCHORED TO GONG ' ril sC, n., (4) #10-Ib TEK I PLAN , Q (INSIDE OF ALL LEGS) 9-11-21 FOR PERMIT 10005152-54 BACK � Y3: '+!'` 'gip ;i. t ``'' SCREWS W/ FLAT I \ 2 REFER 2/A6.2 TYP PLATE NOTCHED TO •:'-'....-..',!..-:-.1:'''''-' .`e•A- :'';;':�,�:::•'--..4.,'",..'•R;;�• i HEADS. ATTACHMENT R -- FIXTURE BY \ 9 �'. :;.t' ::;': •• OF RACK �11.w11� r.-- \ FIT AROUND STL +.F'�:' .5;:•'"'y' t• ..'4:! ......4 / I VENDOR b 1. 9 I I/2" STUDS (PROVIDE , ,,:: ,. ? :.; .•,'.: J f \ 6005162-54 ® SIM `;' ,N;.2.:::.;; * —jA I+ Li - 9 �$ '� - BRACKETS FOR \ 9 --I GOND) —� ,v :., : . 11:,:;.::.:';.-.:'::„.....;''::;,,,: ,;: ; ::': y RACKING d HD — - - - - - - - - - - - - \ - Q SHELVING BY OTHERS \ Q 3 (3) #12-14X /8" HWH DRIGON FRT WD tr z ATTACH FLOOR MTD /1 �}� © EA BLKG OR APPROVED Itr I \ Q BRACKET Ni (2J I/4" GL P EQ (LENGTH PER STL z + 1 9 0 TAPGONS w/ " EMBED, STUD) 2 z ,�° a NOTES: WHERE LEGS OCCUR ) LANDLORD COMMENT/APPROVAL I. EXIST STL STUD SIZES TO BE VERIFIED IN FIELD. 4"-2OGA (33 MIL) STL STUDS NOT TO EXCEED IS SUBSVARIES REMOVE GWB AS \ s: REQ'D, IF \ --- FEET IN LEN. IF STL STUDS ARE 20GA 4 EXCEED IS FEET, PROVIDE NEW 18GA STL STUDS BETWCLN APPLICABLE \ - -' OR SISTERED TO EXIST 4 ATTACH HORZ BACK PLATE(S) TO NEW STL STUDS. FOR OTHER STL STUD PLAN ELEV (REPLACE LIKE NEW \` f/ 4 SIZES, GA, 4 SPACING, CONSULT ARCH 4 STRUCT ENGINEER FOR DIRECTION, TYP. TO ORIGINAL , 2. REFER INT ELEV FOR HT OF SACK PLA1T;(5), TYP. FINISH/MAT) \... A6 . 1 SHELF SUPPORT STOREROOM/OFFICE 8 BACKING PLATE 7 PLYWOOD BLOCKING 6 DESK SECTION NTS 6'-1'-0' 1'-T-0' SEISMIC COND DETAILS H 0 E 0 0 0 � � m ai a x og a-- 7 co CO W REFER 2" 15 x PLAN / o .1 T L ] TA IP CARRIAGE H o am 0 SYSTEM ANTI-TIP TAB ASCO - SLOTTED STL REG ID ANGLE POST w _c ri IF / STL ANGLE . �. ER WALL SERIES 2305.ID2'X2 DW/ � i ifANCHORED TO V V ' CONT VINYL RETAINEK $ W GONG ; ) FASTENED TO Cd YINYL COVER Ii1 he X GII)`LF LEG f- COLOR: MISSION WHITE UNISTRUT MAY OCCUR GASTER f- INI < (START GUARD ON TOP OF d CC (E) JOIST/INF BEAM, / G MgtWB AS OCCURS) 0 W REFER PLAN = UNISTRlUT P1325 FITTING MAY O'-O" �1 ( ) I O'-O" :: OCCUR, TYP UNO, ATTACH TO 111G r, . I • = FFE - FFE FASTENERS PER UNISTRUT PER MANF REG HILTI TZ ANCHOR I I ;, �, 0 MANUF # T/ C ) HILTI TZ ANCHOR, T/ G(E) p MANUF, TYP RECOMMENDED I I , ONE PER STL II s SPACING W/ MIN i' I . I ANGLE W/ MIN 2" -, 4 c°, • 2" EMBED -I `` PIPP ADA EMBED �' 14 I' ; COMPLIANT WB AS OCCURS y G IN-TRACK UNISTRUT P1000 COL `` ANTI-TIP FLAT . T Y7 TRACK SYSTEM Li , W x .e, �- ,io' t s-I n ,, �� ,= UNISTRUT P3087 BEAM CLAMP, C �. � TOP i DOT 4 4/I6" 7.u J `'- C::: � W sly . .0..‘" UNISTRUT TYP 4 COLUMN INSERT 3 MOBILE SHELVING TRACK 2 FIXED SHELF Al CORNER GUARD Design and oonstruotlon daauments as remnant*of ser doe are Oven Ii oddkinos NTS 6" = 1`-0" ALL COMITIONS 6" - 1'-O" ALL CONDITIONS 6"-1'-0" REFER INT ELEVS FOR LEN and"main Me property of Christopher F. M rk%Arohlteot. The tree of des deafen end these eonstruCdan documents for moors other then the speedo"Oat nomad lrereh I aviary prorated without expressed written EXIST JOIST/WF BEAM WHERE wool of Chris F 'kahtaat TOLGO EXIST JOIST/WF P2156 JOIST OCCURS (PERP COND MAY EXIST) GC b1_0,n r 140-3/8XI/8 SEAM WHERE BGL OP 'U' ' O J ® TO VERIFYDEXIST ESIGN SARCT & ADJUST O IV ® 1-;-E--- MAX Iv O MAX SPAN BRACE CABLE ® OCCURS \°�. SEISMIC ONLY HEX NUTS - ),,,,,i.,- (AD.�JST SO MAX SPAN = 6 O O �$� , , r E WASHER AS REO ID) ! _ O / • I - - a e 6B — — 3 is �� �:* I = PERP COND A62 PERP ` + , I- AP o ' = — — — 3/8" HEX NUT W/ [F-31, P10005L 'LONCy I TYP A5 - --.. ..�.,. #.::::.�� ..�...- • CoND ` , O J015T/WF SEAM, 3/8" DIA 1018 CRS WASHER �, SHOT' ii I SHOWN - F. O p X Y _ ♦ / O. 1 b'-O" MAX SPAN ...',' - I I - , a rm. r REFER PLAN = ROUND STL (TREAD - ?'-- --II'- - - - ENDS A5 REO ID) � ' TOLCO 61610-3/8X1/8 (FOR 6 O TO J r - - lr� .__ ��h . r'--' :Ir O ivHINGE DIRECTION 12'-O SPANS i` I • I I AS SHOWN TYP HANG TRUE 43RAGE W/ I/8 U51< 1 I TYP BOTHSIDES PLUM, TYP CABLE P55005L) 6" TYP O 3/8" HEX NUT ' BOTH I I / / O I TYP A5 til) r 1 fir . . , "I P I 063 SG SIDES _- CEILING LINE m ' 1 I CEILING LINE SHOWNWASHER, - _ . — Lo W --- PI008 C �=• I - b14 TYP BOT1+i U n I SIDES UNISTRIJT P1000 41-0" I I I 1 O OG MAX, UNO — UNISTRUT P2785 BEAM CLAMP 4 'U' - �_ _ - - - - ' _ U BOLT W/ 3/8" HEX / 7 I L' I 1 - / i ��' W CEILING SPLAY WIRE - - - • - - U SUPPORT (REHET� NUTS EA SIDE ® EA TOLGO 6141-5-1/8 TOLCO 61611-5-I/8 ,� I I - - �- I TYP OF 4 JOIST/WF BEAM, UNO BRACE W/ 1/8" BRACE 4 CABLE r /r L r_ I I h L J N PLAN) CABLE 0 SEISMIC ONLY r ! e r r1r-I �`n y � f I'-7" 4'-10�� 6�� 1 6 6�� O w CEILING A5 r I / a OCCURS (REFER TYP OH J Q A2.0) CC FRONT ELEV Clik / 2-O / I 2-O F in 2 SIDE ELEV Cel CCQ UNISTRUT TYP OF 4 5 CEILING SUPPORT I y ",:' �';�" ::� , �:�... :7M_..-�� � >:x•. `.:, ;-�.'� - . .- �.... .:i MAX SPAN 6' O NTS :; _:€ - -... i / CC O N - -� DED NOTES a I•- N r „ TOLGO 61611-5-1/8 , CO O S h BRACE 4 GABLE 7[ j\�`•-- EXIST JOIST/WF 1�6 WD DOWEL, 4 WD LIGHT ILL I3 Z C) "I-----.C, @ SEISMIC ONLY ,..2!„,.,..- BEAM ASTYP FIXTURE LAMINATE 2 ce TOLCO 61611-5-I/8 �- OCCURS DES ENCLOSURE, LIGHT BULB W/ UNISTRUT P2785 BEAM CLAMP 4 'U` Z N O BRACE W/ I/8" •� `s• 1' BALAST, 4 LENSE PROVIDED I BOLT W/ 5/8" HEX NUTS EA SIDE ® 6 TOLGO 551-5-I/8 BRACE 0 Q CABLE ® �`� BY VENDOR EA JOIST/1NF BEAM O ~' 3 Z (E) JOIST/WF BEAM, SEISMIC ONLY ® DECK I Z 4 REFER PLAN II 0 JOISTS FOR 6'-O" MAX SPAN (FOR 6'-O' _1Z 7A I` •I n PERP GOND UNISTRUT PIOOOSL LONG SHOT BELOW UNISTRUT PI000 Q i- b 1 I .. _ - I I _ -_ TO 12 O SPANS USE UNISTRUT P55005L) CO 0 A6.2 I - ---- 3 o 0- 1 TYP ( I 1 I I I I 1 O3 1/8" DIA PRE-STRETCHED CABLE 0 COL INSERT PER 4/A6.2 ! iI EI UNISTRUT P2785 UNISTRUT P1033 40° I �\ 3/8" DIA 1018 CRS ROUND STL UNISTRUT HEX HEAD SCREW 4 18360 BEAM CLAMP 4 U' FITTING, ATTACH TO14 �" I I I 4 (TREAD ENDS A5 REQ'P) HANG GI CHANNEL NUT W/ SPRING A5 Drawn By: .; •))I BOLT W/ 3/8" HEX UNISTRUT AS OCCURS I I O O NUTS EA SIDE ® EA PER MANF REG 1 I = TRUE 4 PLUM REOID DLC JOIST/INF BEAM, UNO I II Date Ilius r. .. �I I I ® DECK 7-I O TOLGO 550-3/8X1/8 BRACE 2-23-21 FOR LL REVEW i I :: . TOLCO 1141-S-I/8 :I - - .... . ��_ 1 `fl`` ` 3-17-21 FOR PERMIT I- -J BRACE W/ I/8" TOLCO 61611-S-I/8'chi CABLE GABLE �,, BRACE 4 GABLE �,� © I I T I I 1 I I '-i) C' APPX FIXTURE WEIGHT = 80 LBS UNISTRUT P1325 SEISMIC ONLY ,. �� ® SEISMIC ONLY , ?' TYP OF 2 iC FLAME SPREAD 'B' RATING FOR ENTIRE ASSEMBLY IN/ SEPARATE UL LISTED LIGHT FITTING, ATTACH TO v ' FIXTURE WITHIN HOUSING V' = d H_____ � r� �� ..y l r� �i 8 — I Li UNISTRUT A5 OCCURS 0 r C r ~ ALUM CHANNEL _-_�r Jr PER MANF SEC � O TYP ry11- SUPPORT PER = -y JI. SHOVAVPSi I I II II �p VENDOR s -M1 .U ` F I © © I - - -- -- 1 @ DECK TYP ABV PERP COND i c-- • „ I —1/ I'-7" `` 4'-!O" I'-O" 3/8" HEX / ry' , 1. UNISTRUT PI000 4'-0" REFER 0 FOR LIGHT FIXTURE NUT W/ SCI TYP , OC MAX, TYP UNO =• CEILING SPLAY FITTING PER VENDOR WASHER PLAN 2-O MIN LANDLORD COMMENT/APPROVAL WIRE SUPPORT (9 MAY OCCU (REFER PLAN) CI) ' _1 7B 4 TRAPEZE TRAPEZE O A6.2 TYP OF 4 PARALLEL TO SUPPORT PERPENDICULAR TO SUPPORT A6 , 2 UNISTRUT PLANTER LIGHT FIXTURE PLANTER 6 TRAPEZE 7 SUPPORT DETAIL @ JOIST/WF BEAM 8 LIGHT FIXTURE @ JOIST/WF BEAM NTS 3°-1'-0" TYP BOTH SEES 1/2"-11-O" DETAILS TSN STIFFCLIP AL6OO TSN STIFFCLIP AL562 166A VERT SLOTTED ° .IIII: U(2) #12 TO LG BEAM MAY OCCUR ABV BE=LOWTSN STIFFGLIP AL362 1 I D TRITGH SYSTEMS, INC. OR E *10 TO OD EG (WDTTO co co * MATCH VERT STUD) ATTACH 0 •v x T LT &A JOIST REFER I LT SA BEAM REFER REFER PLAN FOR 0 Ni PER I/A6.3 i OC a `° PLAN I PLAN 1.— FINAL CLIP PLACEMENT f i * "� • a O E--- E IS mr" -- 6005162-43 STL DIAGONAL s CE w "i �1 o y cc, F . I BRACE* TO STRUCT, MAX LEN s O it 4'-6" (REFER I/A6.1 OR 2/A6.1 N U cv u PLAN FOR TYP CONNECTION, UNO) LU la he + + + + . OP65 + + I - .4. I I a. et I. 1 i w 1. e® 4- ± + + LT 6A GOL RLTCR * 40 NE PLAN „.tel aIG a I � + + E — 1 I , ....7..____I s ` 0: I .3,4„:'-..,... *' 10 r ILL I a 1J 1,...e1,... . I TSN STIFFCLIP GL362 3 � r .1 t I ANCHOR TO FLOOR W/ r r I I I— I/2"4) EXP ANCHOR 2" (s) *10 SCREWS TSN STIFFCLIP MIN MIN EMBEDMENT a 1,4* -`1 " r PL6XI2-68 N5*F5 E INSIDE GOND, PROVIDE ` (4) *12 SCREAS TO BEAM (9) *10 SCRE=WS -- - TSN STIFFGLIP CL (WIDTH TO / C Gam,, a , C (4) X12 SCREWS TO GOL --I — MATCH STUD) ANCHOR TO �'�, t �. 7.t.-4- FLOOR y FLOOR W/ I/2"4) EXP ANCHOR • , , 3 ;4 I 211 MEN EMBEDMENT ;� 21Q`� r' :� .-� kir C' ____,.. LTbACOL REt-r< I —I ; .�? s * If k. /\ A . LT SA BEAM REFER PLAN PLAN c4,,,,, w - 0. ,,,,. .,,,,,,,>. ,.., ,c'it. TYP „ ,,,,„ . , 4 DETAIL 3 DETAIL 2 DETAIL 1 COLUMN CONNECTION Design and oanstruotbn doouments as Ynhnsenia of emirs n Oven m ourldmos TYP LT GA JOIST/BEAM CONNECTION TYP LT GA BEAM/POST CONVECTION TYP LT OA STL POST BOT NTS and rungs the property of Christopher F. Mee*ArhWA The We of We dulls end thew eorpgruodan dedrner,ks for gxeposN Other then the speedo pleat remsd Web b @Moly profaned without expresser'roar consent of aeletapgw F. Verbs,Arandeet HILTI KIK BOLT TZ 1/2” DIA ® 12" OC, WORD 0 vii EMBED DEPTH W/ MALL EXIST 01. EXIST CONC SLAB, GC TO 0 MANAGEMENT GONG SLAB TYP BOTH VERIFY EXIST STRUCT & 7B TYP BOTH SIDES © ADJUST DESIGN AS REQ'D A6.2 SIDES v II ♦, LI 4 4 A KEYED FLUSH a G ° a r r BOLT ® INT ONLY I . - I v v —(NO THUMBTURN a a —: — ALLOWED) = = DOOR PER SCHD ii 1 i Li ► _ 1 - - 3/8" HEX NUT W/ w P100UNISTRUT � O 1 I WASHESI -, yt• - 3/8" DIA 1018 CR5 O I 'LONG SHOT' I'-O" TYP / ♦' _ - i'f ROUND STL (TREAD Q 1 .� �I ENDS AS REG?7) TOLCO G90-I/8 TYP AS 4 HINGE DIRECTION n ```��\\\\.\ \ �' HANG TRUE 4 �' BRACE W/ I/8" AS SHOWN TYP \ DOOR KEEPER PLUM, TYP � CABLE P1005 TYP BOTH **'��* �N\ PER 5G#D ,``.` CHANNEL NUT < SIDES \ (COORD FINAL W/ SPRING i-- ' \ ` \ �, \ LOCATION CEILING LINE . m J CEILING LINE till ,`� ,` IN-FIELD) O ------c.' k .f----1- �_. _. - - __ __ _ ��������\ `. ����1,\ FLOOR PER SGHD n _ ,� � TYP BOTH " 1 TYP BOTH SIDES n I SIDES et; ._�Ya ,1•,n .1��' J:.. -. _ O-O _ / f _ _ I >\-.\\N hi � FFE — I - - - - - I I i—\ O Up `�\`\ T/ G(E) TOLCO 9qI-5-I/8 TOLCO 9qI-5-I/8 �,. = I TYP OF 4 Q BRACE: W/ 1/8" BRACE # GABLE= __-../2// .,2 d GABLE / - •� n 16 . . . it 2 I I a SE=ISMIC ONLY ,.-1 N � � ' �:. LE-1___)/S 11 11 I 11UIII ' ,, v- - -' I -7 4-10 6 I -6 12" D d- ",..-,,- CEILING ASr Q E1 ----- OCCURS (REFER ' OH J O A2 O) I " 1 " FRONT ELEV 7 i 2-O / 2-O in C CC W A62Cla 'CIE TYP OF 4 SIDE ELEV 5 DOOR KEEPER 0 < la Z NTS Ir O N PI z TOLCO 0111-5-1/6 0 WD DOWEL 4 WD LIGHT CODED NOTES S BRACE 4 CABLE FIXTURE LAMINATE 0 Z 0) j, - �^- a SEISMIC ONLY V — �� TYP BOTH ENCLOSURE, LIGHT BULB W/ y = cc TOLCO Gal-S-1/$ �� SIDES BALAST, 4 LENSE PROVIDED Z Q O BRACE" W/ 1/8" �� \`., BY VENDOR 1 UNISTRUT P1000SL LONG, SHOT 4 TOLCO 490-3/8X1/8 BRACE O CABLE \� BELOW JOIST/WF BEAM, UNO I 3 Z I14" SEISMIC ONLYZ Q ' 0 1/8" DIA PRE-STRETCHED CABLE O TOLCO 991-5-1/8 BRACE = N 75 3/16" 43 13/16" f I 5/8" DIA 1018 CR5 ROUND STL UNISTRUT HEX HEAD SCREW 4 3 E g 1 0 (TREAD ENDS A5 RE GIID) HANG OG, CHANNEL NUT W/ SPRING AS "' I TRUE d PLUM REG'D 7A .I d ProJef3t Na 11389A6.2 - -- Drawn BY DLC = APPX FIXTURE WEIGHT = 200 LBS Date blue FLAME SPREAD '3' RATIN F R ENTIRE ASSEMBLY W/ SEPARATE UL LI TED LI i r -in— IIt ) �'::�>::'' FIXTURE WITHIN HOUSING 2-23-21 FOR LL F�VEW II Ir 11� X11 .........:... .,::.-::..:.....:., ::::�:.:::.��...,......>., s II II III III �< ;:; :<'<< ::>.::::..:..>:::::_:;::.::: � t`> = G TOLGO 911—S—I/S I _.._a 3-17-21 FOR PERMIT m II II III III ``<'' >`<' € :<.>::.::.::.::.:>:<.::...:;': I O BRACE W/ 1/8" TOLGO 991-S-1/B I 0 - O II II III III <"`' ,.. . :<. :.: ::.;• CABLE BRACE 4 CABLE J� - - - - -SII- - - �I _ �. �. I SEISMIC ONLY ...-./ ® SEISMIC ONLY 1"` - TYP t t� / f ............. r Z FRONT ALUM CHANNEL ,_�r \ — - - 1 __- FLOOR SUPPORT PER - iy J I -I-BOX/OUTLET /PARALLEL eo as VENDOR i. '1� .II' ' LOCATION (REFER APPROACH (.J ELEC) TYP OF 4 L__ J 48" r 3/8" HEX I'-7" 4, 4'-10" L 38„ J LIGHT FIXTURE NUT W/ SG TYP OH PER VENDOR WASHER PLAN 3 LANDLORD COMMENT/APPROVAL ig \28 4011 GLR O A4A "" 78 TYP OF 4 0 0 A6.2 Reference A6 . 3 ACCESSIBLE PLANTER LIGHT FIXTURE PLANTER Not o' I , 6 CASHWRAP 7 SUPPORT DETAIL @ CONC 8 LIGHT FIXTURE @ JOIST/WF BEAM part of this permit 1/2"-1'-0" 7-1'-0' TYP BOTH SIDES 1/2'-1'-0' DETAILS 0 0 O Y ? I I I or ` et a c LE 0 o L 0 0 E a ' w c . .: r<- LD , 6, ' -- �� i '�, ; a..: ...,....w t i RG-1 _ I� _� • J y LD-2, 6"0 75 F I f I I CD / rr 11+ W he 100 CFM 3 1 -'�`'`♦ ` E FPB- INA MALL 1 COORDINATE WffH ..: ? a• a; : a0c U: I t I :? I ��� e I� • r : r- �. :�:: ', (%. PPERSONN F al- BOX FITTINC�I., itZ r 11 RG-1 T (E)FPB-2 1 I TO DELIVER 1975 M d ROOM # o.- O o ,z „ LD 1, 10 • NMI E t } xfE)FPB-1O 225 CFM 250 CFM oo�" �'�ii T �� -ILD-r, 10 0 - I I 1L1 FITTING (E)RETURN OPENING ; J T j 250 CFM O3 1+ 0 et rJ • ' s -� ; IALLWA (E)RETURN PEJVING ROOM - ` •. i VL -. - % I _ ( i� �? i :4:5' , I 1 f^I {� LDS; 10 0 #.� �. } FOYER ! CD 1 6 0 E € 25 FM o -•� 100 CFM I: - }..; f..v _ ( 1-16- tIu N Q ENINI y''1T 1 ; } E I J liir � - 1Jif -- 11001 .I 1 I f' ` ( ...'' 120 I cl__________ : '' Si71 .. . ., i ' 1 i - . 1L ri c I I 140 I I f,: Ilse I a 18x14 JJ �,r ° 1....,-„ L'1 `� � , . v. 4 0,1 4-- o _:. Zi° } CD-2 6° 1-- ,,rtr...rCIFM-6!! f EXITING DU':T- MAIN5 T o 0- St �� EXISTING o01c f �5 {, cel: z * a .... REMAIN. CO �rCT NEW rL n. `' w ›- Z :' ' D UNI-SEX CFM FM o SALES ► .. €; 0 -•., 1 I Fl. $� ' , POO , I 1 �I ii , DIFFtiSEtR ECT1QiVS �..I a ., ¢ Q RESTROOM ROOM-. 4TO EXISTI( 'GINS -� 65 Q kAlla lir .: • _ 1 �' W % L. • j • ` - E EF t f;,._,...171-: .r i T 'y11-_!bL: �/ - - 140 f 160 1�iCt14 1 b wd :: .vi ( ) tel_ - _ [ :•.- ---__-w.i If ti ., - I 4. r. 1 '�{� _ ` t - Deslprt and construction documents u M 75 ,Cf o J %' - iii I 4rtrunents of service are given h confider= ii.0i.• I 1 t , ? 1, C , . (;I ertd remain the property 01 Christopher F. i tE..rtm. of �, i�,QVED AS 5H0`N o' ;- i... 4...1 �` _ '4I : I € +,^ ttteea oonetr Thedoarrs hxde+br'end I ,.--- .. F1.1 TING I <; {. t� r �; .} c� a�a�... E � £ } t3 , I other ten the sped.°pr+olsot rimed WO Y t expressedstrictly prohlitted without ............................a •... I .. .. .... aF mordent IF of gelsloplter F. Werke,Arohdect v � • . :w r ---_ -� (� II III L___________,, ' F o II .t- III 1 LD- ons �� 1 �-. ___-_ILD-1 1(3 � = "-'.f.2501CFM.... + . If ' FITTI�I 275 CFM 250 _ - __ _....... 3 ...- 7 II i I { I HC FITTING I :: CD-1, $"0 -- • ' ' ROOM #2 �`w ;ROOM ` - E FPB-2 COORDINATE WITH MALL r--- tr 200 CFhi! 1 ..- ! ,-' - . - { ) PERSONNEL TO SET BOX iD-1., 10",. k. VER 1425 C IIS )i :., i € F CFM FILE WAREHOUSE-. Lo-2, 6p „ ��„ �L ,Il o 1 ii , 3 } I <" r J = G- ��..�. 125 CFM ---- --'•-- ---- -.� �_ � x r 75 • • ,M. 1 LD 1, 3 . . ,...„....._in...___________EL....-.....r.L.........j i__ , ........ ,""�"'"""-- - J •r -a .m .�..„ ,M. M,., --,•.Jl--_ --- v ,mv-L...�,... -�-- o ....1..«.�.. .,v.. , .,..�,,..V..�...,.. �.5 1 - - A . I I I I f I E E , MECHANICAL PLAN 114' - 1'-0' tifil) EXHAUST FAN SCHEDULE1 U Iii aDp MECHANICAL GENERAL NOTES: CODED NOTES TOTAL E.$P. PowER 0 1 MOUNT COOLING ONLY 7-DAY PROGRAMMABLE THERMOSTAT AT 48" MARK MANUFACTURER MODEL M 'WO RPM WATT V/PH $ONES NOTES 0 CF 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT TO ABOVE FINISHED FLOOR. THERMOSTAT SHALL BE TOTAL LINE P374-2200 Q INSTALL A COMPLETE AND OPERATION HEATING AND coauNG SYSTEM. OR EQUIVALENT WITH LOCKOUT FUNCTION SET AT 71 DEGREES EF-1 GREENHECK SP-AP0511WL 80 .125 861 7.7 XX <0.3 EL 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED HVAC PERMITS. FAHRENHEIT UNLESS DIRECTED OTHERWISE BY OWNER. ALL CONTROL Ul t WIRING SHALL BE IN CONDUIT PER N.E.C. 3. THE CONTRACTOR SHALL COMPLY WITH NEPA-90A AND ALL APPLICABLE CODES. 0 0 UNDERCUT DOOR. NOTES: Q 4. ALL HVAC WORK TO BE PERFORMED SHALL BE IN COMPLIANCE WITH ALL STATE 1, PROVIDE BACKORAFT DAMPER J AND LOCAL CODES. o METROPOLITAN AIR TECHNOLOGY RECT-RT-100 ROUND--RT-150 CABLE OPERATED REMOTE CONTROL MANUAL BALANCING DAMPER. DAMPER W 5. FLEXIBLE DUCT SHALL COMPLY WITH SMACNA, ALL LOCAL CODES, U.L. RATING, ADJUSTMENT TIP SHALL BE LOCATED IN DUCT INTERIOR BEHIND FACE OF CO CC AND NOT EXCEED FIVE FEET IN LENGTH. 14" Q LINEAR DIFFUSER. (T(P.) F MIN. 1. 0 6. SHEET METAL DUCT, WHERE REQUIRE BY LOCAL CODES, SHALL BE LJNED WITH HANGER ; DIFFUSERS AND GRILLES O 1' MATT FACED DUCTLINER IN THE FIRST 10 (TEN) FEET OF THE RETURN AND o EXISTING EXHAUST TO REMAIN. I CA SUPPLY DUCT STARTING FROM THE HVAC UNIT. AFTER THE FIRST 10 (TEN) FEET N < O THE USE OF 1" DUCT WRAP SHALL BE ACCEPTABLE WORK MATERIAL TO BE STEEL ELBOW CV VERIFIED WITH CEILING AGGESSIBILITY RATING. MARK MANUFACTURER MODEL MATERIAL FRAME MAX NO NOTES = I- h Q Z m 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES, DISCONNECTS, AND SECURE W/ CD-1 TITUS PMC STEEL 24"x24 LAY-IN 25 1,2,$,7 N _ CONTROL WIRING. DRAWBAND V1 0 B. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS, ALLOW FOR DUCT INSULATION. ROUND STEEL DUCT NOMINAL CD-2 TITUS PMC STEEL 12"x12" SURACE 25 1,2,6,7 LANDLORD COMMENT/APPROVAL o a FLEX DUCT, MAX W/SPIN IN FITTING 24"x24" LAY-IN PANEL I Ih- 3 0 LENGTH 5'-0" AND VOLUME DAMPER RG-1 TITUS 50F ALUMINUM SURFACE 20 2,6,7 too ZQ 9. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT SHALL WARRANT NECK DUCT 4' LONG; 2" SLOT ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE FINAL WORK T NECK/DUCT -1 LD-1 TITUS ELOWBAR STEEL 25 2,3,4,5,6,7,8 Z N ACCEPTANCE BY THE OWNER AND A FIVE YEAR WARRANTY ON THE COMPRESSOR. SIZE WIDTH, 1-SLOT1- SECURE W/ 2' LONG; 2" SLOT N 1- cc10. FILTERS SHALL BE OF THE DISPOSABLE TYPE AND SHALL BE MERV-8, PROVIDE DRAWBAND LD-2 TITUS ELOWBAR STEEL WIDTH, 1-SLOT 25 2,3,4,5,6,7,8 3 ci d TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE AFTER OCCUPANCY. SG-1 TITUS 300R STEEL DUCT MOUNTED 25 1,2,3,6 11. CONTRACTORS SHALL INSTALL ALL NECESSARY OFFSETS, BENDS, AND TRANSITIONS ROUND STEEL DIFFUSER REQUIRED TO PROVIDE A COMPLEIL SYSTEM AT NO ADDITIONAL COST TO THE EXTENSION Project Na 111389, L OWNER. '� `-` NOTES; Drawn By: KG / U 12. COORDINATE LOCATION OF ALL CEILING DIFFUSERS, GRILLES AND REGISTERS IN NECKSIZDE`CTI 1. OPPOSED BLADE DAMPER Diems THE HELD WITH THE ELECTRICIAN TO PREVENT CONFLICT WITH LIGHTS AND 2. NECK SIZE AS INDICATED ON DRAWING M1.0 ARCHITECTURAL ELEMENTS. NOMINAL 3. SIDEWALL MOUNTED OR DUCT MOUNTED AT 35 DEGREES DOWN AS LOCATED ON DRAWING M1.0. SEE 2-23-21 FOR LL RENEW 13. ALL WORK OF THIS TRADE SHALL BE COORDINATED WITH ALL OTHER TRADES TO 24"x24" LAY-IN PANEL ' 4. THIS SHEET, AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS DURING CONSTRUCTION. * DIMENSION SHOWN ON MECH 4. PROVIDE SQUARE TO ROUND NECK TRANSITIONS WHERE ROUND DUCTS SERVE SQUARE NECK 3-17-21 FOR PERMIT PLAN IS DUCT/NECK SIZE DIFFUSERS OR GRILLES. 14. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE TO THE AIR QUANTITIES5. PROVIDE VOLUME DAMPER IN BRANCH DUCT RUNOUT WHERE CEILING IS ACCESSIBLE- O.B. DAMPER ON THE PLAN AND PROVIDE A T&13 i REPORT. ! LAV-IN DIFFUSER DETAIL BEHIND GRILLE OR DIFFUSER IS REQUIRED WHERE DUCT BRANCH IS INACCESSIBLE. 6. PAINT INTERIOR OF DUCTWORK BEHIND GRILLES AND DIFFUSERS FLAT BLACK IF VISIBLE THROUGH 15. CONTRACTOR SHALL INSTALL A THERMOSTAT IN ACCORDANCE WITH THERMOSTAT N.T.S. DEVICE. SPECS. 7. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF AIR DISTRIBUTION DEVICE WITH GENERAL CONTRACTOR TENANT & ARCHITECT PRIOR TO ANY WORK. PAINT GRILLES TO MATCH CEILING OR 16. CONTRACTOR SHALL INSTALL MANUAL BALANCING DAMPERS AT ALL SUPPLY AIR BRANCH DUCTWORK RUN OUTS. DUCTWORK AS DIRECTED BY ARCHITECT/OWNER. 8. USE TITUS CEILING BORDER 22 OR 14 FOR FLOWBAR. 17. CONTRACTOR SHALL INSTALL TURNING VANES AT ALL DUCTWORK TEES AND 90 DEGREE ELBOWS. 18. CONTRACTOR SHALL INSTALL A DUCT-TYPE MOUNTED SMOKE DETECTOR FOR UNIT SHUTDOWN IN THE RETURN AIR DUCTWORK PLENUM AT ROOFTOP UNITS. THE CONTRACTOR SHALL VERIFY THE COMPATIBLE TYPE OF DETECTION DEVICE TO USE LANDLORD COMMENT/APPROVAL WITH THE BUILDING OPERATIONS MANAGER. 19. ALL SHEET METAL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS. ALL DUCTWORK JOINTS SHALL BE TAPED AND SEALED. 20. CONTRACTOR SHALL PROVIDE EQUIPMENT OF THE SCHEDULED CAPACITIES DESIGNED. R�f�reMtO N ��e °t part of this Only bft Permit MECHANICAL PLAN PLUMBING SYMBOLS/ABBREVIATION LEGEND o a u 41 m m SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION to co a, SHUT OFF VALVE TYPICAL N Zr a, EXIST. PIPING OR FIXTURE TO REMAIN A.F.F. ABOVE FINISH FLOOR o Q , 11) 110 Ir 4 0CHECK VALVE -' DOMESTIC HOT WATER EWH ELECTRIC WATER HEATER a O o © ci1.-----;11 41 ____- DOMESTIC COLD WATER FCO FLOOR CLEANOUT w c c%' 0 EXPANSION TANK, AMTROL NO. c\1 ST-5 WITH UNION CONNECTION ----- SANITARY VENT FD FLOOR DRAIN o a� co 0 0 DIELECTRIC UNION - TYPICAL. SANITARY SEWER FPC FIRE PROTECTION CONTRACTOR N U N CZ la —0 0 ELECTRIC WATER HEATER —1.>4-- SHUT OFF VALVE GC GENERAL CONTRACTOR rt END OF CONTRACT, CONNECT TO EXISTING PC PLUMBING CONTRACTOR ILLI (6> 2" DEEP GALV. STEEL DRAIN PAN CONDENSATE V.T.R. VENT THRU ROOF 0 1,L1 -C8) WITH SOLDERED SEAMS AND 2 ot COATS OF RUST INHIBITING PAINT © WATER METER WCO WALL CLEANOUT P°°' n n mmm te) me 411 0 PIPE RELIEF DRAIN FULL SIZE TOMC MOP BASIN C PIPE DROP I Q PIPE RISE (8) T & P RELIEF - WATTS NO. 100 XL-4-125 PIPE CONNECTION FROM BOTTOM 0 0 (9 1" PAN DRAIN, INDIRECT WASTE -5 5— PIPE BREAK TO MOP BASIN -" I 0 (10) STRAP TO WALL WITH 1" WIDE x NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPLYO0"L 18 GA GALV. STEEL STRAP rv4 (SEISMIC RESTRAINT) O Wt4i.a N O.r tL t ' HEAT TRAP WATER HEATER a. 2 \ r _ W z IN Lo Q 1" WELD MIN. LA• CONN. SHELF MOUNTING HEIGHT AT 6' 6" R.F.F. MARK LOCATION MAKE MODEL TANK FUEL INPUT RECOVERY OPERATING ELECTRIC REMARKS o>` t`. ' 'J 4 ui iip SIZE TEMPERATURE v-d, 3P• EWH-1 SHELF A.O. SMITH DEL-20 20 GAL ELECTRIC 1.5 kW 8 GPH 130 T 120/1/60 T&P RELIEF VALVE WATTS NO. 100XL-4-125 `.e.. _ (g ® VACUUM RELIEF VALVE W (2) L2x2x1/4 MOUNTED 80'F p SUPPORT FRAMES \ i.. ._L. ALIGN W/ [E] STUDS Design and oonstruotlon documents as II and remain the property of givenChristopher academe F. are (4) 5/16" DIA. BOLTS . .... ....•• . , ...., ,i•.• •ii i,,., ,,, .,,,,.,,11.,..— ...,,•,•.,..•, .• • • „ „ .-..._..,.. "." "' _ �'' Marts,Mdi oot The use of this clarion and PLUMBING HE these ootrWuatfan documents for purposes THRU [E] STUDS W/ MARK ITEM MAKE NAME MODEL TRi►A TRAP STOPS CW HW SAN VENT REMARKS ythin without sapwood / FENDER WASHER INSIDE o«rard of Christopher F. l artre.Architect i� ADD BLOCKING MR-1 MOP HAT MOLDED MSB-2424 CHICAGO 3" NOTE #3 3/4" 3/4" 3" 1--1/2" ICH HOSE AND BRACKET, MOP HOOK, BUMPER GUARD AND 12" HIGH RECEPTOR STONE 897 STAINLESS STEEL WALL GUARD WALL BRACKETED 1. INSTALL SERVICE, SHUTOFF & CHECK VALVES, COCKS, STOPS, AIR CUSHIONS, VACUUM BREAKERS, AND SAFETY DEVICES WHERE REQUIRED BY CODE, SPECIFICATIONS OR DRAWINGS. 2. EXPOSED P-TRAPS TO BE 17 GA. CHROME PLATE WITH CLEANOUT AND ESCUTCHEON PLATE. 1 WATER HEATER DETAIL 3. STOPS TO BE CHROME PLATED 1/2" ANGLE VALVE WITH CHROME PLATED 12" LONG, 1/2° 0.D. FLEXIBLE RISER AND ESCUTCHEON PLATE. 4. ALL DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE INSULATED WITH 'HANOI LAV-GUARD' INSULATION KIT BY TRUEBRO. N.T.S. 5. THERMOSTATIC MIXING VALVE UNDER LAVATORY REFER TO DETAIL ON THIS DRAWING. PLUMBING GENERAL NOTES: A. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THE DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK. THIS DRAWING 15 NOT INTENDED TO INDICATE ALL EXISTING UTILITIES. B. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD (1) VERIFY EXISTING CONDITIONS TO ENSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. IDENTIFY POTENTIAL INTERFERENCES WITH NEW WORK AND REPORT TO ARCHITECT IMMEDIATELY. PROVIDE ALL NECESSARY OFFSETS TO SUIT HELD p CONDITIONS AS REQUIRED. V C. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTION IMIIII U POINTS, INCLUDING SIZES AND INVERTS WITH EXISTING FIELD d CONDITION PRIOR TO START OF WORK. W D. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL la ACCORDANCE WITH ALL UTILITY REGULATIONS. PROVIDE ALL Q ADDITIONAL APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL 7 ;;i" 1-1 Pr APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, I Yf�.• i AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR r O _ . EXISTING E EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. -, ------------ 0 UNI-SEX E�(IS11N0, INSTA-HOT TO ROAN N Q E. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND `t; 3RESTROOM ' N INSPECTIONS RELATED TO THE INSTALLATION OF THE WORK. / J • DOWF�•,TO MR-1 i W Z I c+, F. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND I W CONNECT NEW CW AND HW Q 1- esj O= 0 N __\\ LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING -- --•.. , WATER HEATER CONNECTIONS f.., JURISDICTION AND LANDLORD'S CRITERIA. Co . -.,; 6:.::.................. .................:.„ :.._. .,.... EXITING CW MAIN ANDTO Q Z Oa ` ! • XISTING LAV DROP. kLI- TO CO _ rc G. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES '' W I '� �'''� ISR-1 Z V) O FOR ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL I • I'': M • < H-1 : ' Q a : - PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES. �� ::.: I H •,� _________- .. CONNECT NEW MR TO EXi'TING H. ALL HORIZONTAL FIRE PROTECTION SPRINKLER PIPING AND ALL _- f SANITAR` AND VENT PIPIiJ #Nt z N J ABOVE GRADE EXPOSED HORIZONTAL PIPING IS TO BE INSTALLED AS ____u-=�"" v THIS LOCATION. FIELD VEIiF'Y {/� . cc HIGH AS POSSIBLE. SPRINKLER CONTRACTOR SHALL COORDINATE • EXACT LOCATION PRIOR TQ Q O SPRINKLER SYSTEM WITH DUCTWORK AND LIGHTS. ALL COSTS .� STARTING WORK E 3 ASSOCIATED WITH RAISING SPRINKLER PIPING WHERE THE i - ARCHITECTURAL DESIGN CAN NOT BE ACCOMPLISHED SHALL BE THE __-_-_ RESPONSIBILITY OF THE SPRINKLER CONTRACTOR. QIICEIWAREHOUSE r:, I. pry No: 18389 .. I. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY ,,-' Drawn BY KG THE ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT I i ' �_.YJ DOCUMENTS BEFORE COMMENCING ANY WORK. • I -7 _ f o D81e Issue 2-23-21 FOR LL REVEW J. SLEEVE AND SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOORS. APPLY FIRE-RATEDESCENT FIRE S AND FLOORS,MAINTAINING NTEGRITYCOMPOUND AT RANDNS OF RATIING PLUMBING PLAN 3-17-21 FOR PERMIT OF FIRE SEPARATION. SLEEVES THROUGH FLOORS SHALL EXTEND 2" 114" - 1`-0" ABOVE FLOOR, BE GROUTED INTO PLACE AND WATERPROOFED. PIPING THROUGH EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH SILICONE CAULK. K. ALL DOMESTIC COLD, HOT AND TEMPERED WATER PIPING TO BE INSULATED WITH RIGID FIBERGLASS INSULATION WITH TYPE 'ASJ' JACKET. COLD WATER PIPES AND TO HAVE 1/2" THICK INSULATION. DOMESTIC HOT AND TEMPERED WATER PIPES TO HAVE 1" THICK INSULATION. L. WHEN SUBMITTING SHOP DRAWINGS FOR PLUMBING FIXTURES, PLUMBING CONTRACTOR TO PROVIDE SEPARATE WATER CLOSET FIXTURE CUTS SHOWING FLUSH HANDLES ON APPROPRIATE SIDES OF TANK FOR ADA ACCESS. M. PVC PIPING IS NOT ALLOWED EXCEPT FOR UNDERGROUND SANITARY Reference LINES. Not parto nC� only of this N. SPRINKLER HEADS WHICH OCCUR IN DRYWALL, METAL AND ACOUSTIC Permit P 1 . 0 0 CEILINGS ARE TO BE CONCEALED AND CUSTOM COLORED TO MATCH CEILING COLOR. PLUMBING PLAN 15001 SECTION 15075 2. INSULATE FITTINGS, JOINTS, AND VALVES WITH INSULATION OF LIKE MATERIAL AND 4. SEAL LINER SURFACE PENETRATIONS AND EDGES WITH ADHESIVE. 3.02 PREPARATION THICKNESS AS ADJOINING PIPE. FINISH WITH GLASS CLOTH AND ADHESIVE OR PVC 5. DUCT DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS REQUIRED FOR AIR FLOW. A. REAM PIPE AND TUBE ENDS. REMOVE BURRS, BEVEL PLAIN END FERROUS PIPE. MECHANICAL IDENTIFICATION FITTING COVERS. INCREASE DUCT SIZE TO ALLOW FOR INSULATION THICKNESS. °° GENERAL INFORMATION B. REMOVE SCALE AND DIRT, ON INSIDE AND OUTSIDE, BEFORE ASSEMBLY. © PART 1 GENERAL H. INSERTS AND SHIELDS: 3.03 SCHEDULES .4. 0 U A.GENERAL 1. APPLICATION: PIPING 1-1 2 INCHES DIAMETER OR LARGER. A. SUPPLY AIR DUCT AND TO SIDE OF DIFFUSERS: C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS, 1.01 SECTION INCLUDES / 103 INSTALLATION iii 5 co �' 1. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED A NAMEPLATES. 2. SHIELDS: GALVANIZED STEEL BETWEEN PIPE HANGERS OR PIPE HANGER ROLLS AND 1. RIGID GLASS FIBER DUCT LINER: 1 INCHES THICK WITHIN 10 FEET OF AC UNITS. to N m BY ARCHITECT, TENANT AND OWNER. INSERTS. 2. FLEXIBLE GLASS FIBER DUCT WRAP INSULATION: 1-1/2 INCHES THICK ON ALL OTHER. A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, STATE AND LOCAL 4- x 2. SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND SUBCONTRACTORS FOR B. TAGS. 3. INSERT LOCATION: BETWEEN SUPPORT SHIELD AND PIPING AND UNDER THE FINISH PLUMBING CODES. o �r > MECHANICAL AND ELECTRICAL SYSTEMS C. PIPE MARKERS, JACKET. B. RETURN AIR DUCT: 9 g FACILITY SPECIFICATIONS 1. RIGID GLASS FIBER DUCT LINER: 1 INCHES THICK WITHIN 10 FEET OF AC UNITS. B. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR ,, s O 3. CONTRACTOR SHALL COMPLY WITH OWNER'S STANDARDS, , PART 2 PRODUCTS 4. INSERT CONFIGURATION: MINIMUM 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR METALS. 43 ° o RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND AS ADJOINING INSULATION; MAY BE FACTORY FABRICATED. SECTION 15145 E -' 2.01 IDENTIFICATION APPLICATIONS C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. ROUTE PARALLEL AND w INCLUDED IN THIS BID. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY 5. INSERT MATERIAL: HYDROUS CALCIUM SILICATE INSULATION OR OTHER HEAVY DENSITY PERPENDICULAR TO WALLS. ij at N A. AIR HANDLING UNITS: NAMEPLATES. 5 N COORDINATE WITH OTHER TRADES AND ARCHITECT'S REQUIREMENTS. INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. PLUMBING PIPING0 a� cB 4. VISIT SITE, CHECK FACILITIES AND CONDITIONS, AND VERIFY ALL UTILITY COMPANY B. DAMPERS: CEILING TACKS, WHERE LOCATED ABOVE LAY-IN CEILING. D. INSTALL PIPING TO MAINTAIN HEADROOM, CONSERVE SPACE, AND NOT INTERFERE WITH USE u, - ,- R£QUIR£MENTS AND CONNECTION POINTS IN FIELD PRIOR TO STARTING WORK. TAKE I. CONTINUE INSULATION THROUGH WALLS, SLEEVES, PIPE HANGERS, AND OTHER PIPE PART 1 GENERAL OF SPACE, ALL ITEMS INTO CONSIDERATION IN BID. C. PIPING: PIPE MARKERS. PENETRATIONS. FINISH AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. AT FIRE D. SMALL-SIZED EQUIPMENT: TAGS. SEPARATIONS. 1.01 SECTION INCLUDES E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 5. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN I OPERATION AND PROPERLY ADJUSTED. E. TANKS: NAMEPLATES. J. PIPE EXPOSED IN MECHANICAL EQUIPMENT ROOMS OR FINISHED SPACES (LESS THAN 10 A. PIPE, PIPE FITTINGS, VALVES, AND CONNECTIONS FOR PIPING SYSTEMS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, aires 6. EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN-UP, REMOVAL AND LEGALFEET ABOVE FINISHED FLOOR) WHERE SUBJECT TO DAMAGE: FINISH WITH PVC JACKET 1. SANITARY SEWER AND VENT. JOINTS, OR CONNECTED EQUIPMENT, DISPOSAL OF ALL RUBBISH DAILY. F. THERMOSTATS: NAMEPLATES. AND FITTING COVERS. 2. DOMESTIC WATER. G. PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURE AND OTHER EQUIPMENT FOR 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, G. VALVES: TAGS AND CEILING TACKS WHERE LOCATED ABOVE LAY-IN CEILING. K. BURIED PIPING: PROVIDE FACTORY FABRICATED ASSEMBLY WITH INNER ALL-PURPOSE 3. STORM WATER. INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. METHODS, AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKMEN. H. WATER TREATMENT DEVICES: NAMEPLATES. SERVICE JACKET WITH SELF-SEALING LAP, AND ASPHALT IMPREGNATED OPEN MESH GLASS 4. NATURAL GAS. H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE F*"" gem COMPLY WITH ALL OSHA REGULATIONS. 8. NO PIPING, DUCTWORK, CONTROLS, ETC., SHALL BE INSTALLED OR ROUTED ABOVE 2.02 NAMEPLATES FABRIC, WITH ONE MIL THICK ALUMINUM FOIL SANDWICHED BETWEEN THREE LAYERS OF 1.02 SUBMITTALS AND LOCATION OF ACCESS DOORS WITH ARCHITECTURAL DRAWINGS/SPECIFICATIONS. GO 2 A. DESCRIPTION: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED LETTERS. BITUMINOUS COMPOUND; OUTER SURFACE FACED WITH A POLYESTER FILM. A. PROJECT RECORD DOCUMENTS: RECORD ACTUAL LOCATIONS OF VALVES. I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE IT IS BELOW I ELECTRICAL PANELS AND EQUIPMENT OR THROUGH ELEVATOR ROOMS OR SHAFTS. 3.03 SCHEDULES SITES FROST LINE. 9. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL COORDINATE THE 1. LEITER COLOR: WHITE. 1.03 QUALITY ASSURANCE e ELECTRICAL CHARACTERISTICS OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING 2. LEITER HEIGHT: 1/4 INCH. A. PLUMBING SYSTEMS: 1. PERFORM WORK IN ACCORDANCE WITH CURRENT LOCAL GOVERNING PLUMBING CODE J. INSTALL VENT PIPING PENETRATING ROOFED AREAS TO MAINTAIN INTEGRITY OF ROOF 0 LL OF EQUIPMENT. NO ADDITIONAL PAYMENT WILL BE MADE FOR LACK OF CONTRACTOR 3. BACKGROUND COLOR: BLACK. 1. DOMESTIC HOT AND COLD WATER SUPPLY: 2. MAINTAIN ONE COPY ON PROJECT SITE. ASSEMBLY. 2.03 TAGS COORDINATION OF ELECTRICAL CHARACTERISTICS. a. GLASS FIBER INSULATION: K. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY 10. ALL MECHANICAL AND ELECTRICAL SYSTEM COMPONENTS SHALL BE ROUTED TIGHT 1) PIPE SIZE RANGE: 1/2-3 INCH. B. VALVES: MANUFACTURER'S NAME AND PRESSURE RATING MARKED ON VALVE BODY. COMPANIES. TO UNDERSIDE OF STRUCTURE AND THROUGH JOISTS OR TRUSSES WHERE A. PLASTIC TAGS: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK LEI IERS ON 2 INCH. C. WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME (BPV IX) AND APPLICABLE POSSIBLE. COORDINATE INSTALLATION TO PRESERVE HEADROOM, EQUIPMENT LIGHT CONTRASTING BACKGROUND COLOR. TAG SIZE MINIMUM 1-1/2 INCH DIAMETER. 2) THICKNESS: 1/2 L. INSTALL BELL AND SPIGOT PIPE WITH BELL END UPSTREAM, 2. ROOF DRAIN BODIES: STATE LABOR REGULATIONS. ZO`N" rJ ACCESS, AND ARCHITECTURAL CLEARANCES FOR FINISHES, INCLUDING CEILING B. METAL TAGS: BRASS WITH STAMPED LEI IERS; TAG SIZE MINIMUM 1-1/2 INCH DIAMETER M. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED. `� eft> t.1 HEIGHTS. COORDINATE WITH ALL OTHER TRADES AND DO NOT CONFLICT WITH THE 3. ROOF DRAINAGE ABOVE GRADE: D. WELDER QUALIFICATIONS: CERTIFIED IN ACCORDANCE WITH ASME (BPV IX). co• , Z . ARCHITECTURAL REQUIREMENTS FOR THE FINISHED CONSTRUCTION. PROVIDE OFFSETS WITH SMOOTH EDGES. 4. ROOF DRAINAGE WITHIN 10 FEET OF THE EXTERIOR: E. IDENTIFY PIPE WITH MARKING INCLUDING SIZE, ASTM MATERIAL CLASSIFICATION, ASTM N. INSTALL WATER PIPING TO ASME 831.9. z .4 L0" ,n 2.04 PIPE MARKERS0. PVC PIPE: MAKE SOLVENT WELDED JOINTS IN ACCORDANCE WITH ASTM 0 2855. (DO NOT C� .•- WHERE REQUIRED TO COORDINATE WITH OTHER TRADES. 5. ROOF DRAINAGE RUN HORIZONTAL AT ROOF LEVEL: SPECIFICATION, POTABLE WATER CERTIFICATION, WATER PRESSURE RATING. et z \ to , w ��� 11. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF ALL APLASTIC PIPE MARKERS: FACTORY FABRICATED, FLEXIBLE SEMI- RIGID PLASTIC, INSTALL IN RETURN AIR PLENUMS.) 6. PLUMBING VENTS WITHIN 10 FEET OF THE EXTERIOR: 1.04 REGULATORY REQUIREMENTS c► ." u, -- ac A. et GRILLES AND DIFFUSERS. PREFORMED TO FIT AROUND PIPE OR PIPE COVERING; MINIMUM INFORMATION INDICATING P. SLEEVE PIPES PASSING THROUGH PARTITIONS, WALLS AND FLOORS. °' ` 0.Z" ` cn 12. OPERATION AND MAINTENANCE MANUALS: FLOW DIRECTION ARROW AND IDENTIFICATION OF FLUID BEING CONVEYED. SECTION 15086 A. PERFORM WORK IN ACCORDANCE WITH CURRENT LOCAL GOVERNING PLUMBING CODE. day R + �'� 111 Q. INSERTS: e'' SAtr THREE (3) BOUND SETS OF THE OPERATION AND MAINTENANCE MANUALS SHALL BE B. CONFORM TO APPLICABLE CODE FOR INSTALLATION OF BACKFLOW PREVENTION DEVICES. S B. PLASTIC TAPE PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE WITH PRESSURE SENSITIVE 1. PROVIDE INSERTS FOR PLACEMENT IN CONCRETE FORMWORK, C94?� k PROVIDED TO THE CONSTRUCTION REPRESENTATIVE AT TURNOVER, AND ARE ADHESIVE BACKING AND PRINTED MARKINGS. DUCT INSULATION C. PROVIDE CERTIFICATE OF COMPLIANCE FROM AUTHORITY HAVING JURISDICTION INDICATING 2. PROVIDE INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS AND w REQUIRED FOR FINAL ACCEPTANCE. C. UNDERGROUND PLASTIC PIPE MARKERS: BRIGHT COLORED CONTINUOUSLY PRINTED PART 1 GENERAL APPROVAL OF INSTALLATION OF BACKFLOW PREVENTION DEVICES. SIDES OF REINFORCED CONCRETE BEAMS. 13. AS BUILT DRAWINGS: PLASTIC RIBBON TAPE, MINIMUM 6 INCHES WIDE BY 4 MIL THICK, MANUFACTURED FOR 1.05 DELIVERY, STORAGE, AND HANDLING THE HVAC SUBCONTRACTOR SHALL PROGRESSIVELY RECORD ALL HVAC DRAWING 1.01 SECTION INCLUDES 3. PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR INSERTS CARRYING Design and construotion documents es DIRECT BURIAL SERVICE. A. ACCEPT VALVES ON SITE IN SHIPPING CONTAINERS WITH LABELING IN PLACE. INSPECT PIPE OVER 4 INCHES. ""'°""'t'°f'"r11°°'r'° '�0°"�'t'"""' CHANGES WHICH SHALL BE AVAILABLE AT ALL TIMES FOR REVIEW BY THE and remain the property of Christopher F. CONSTRUCTION REPRESENTATIVE. AN AUTOCAD COPY OF THE FINAL AS-BUILT D. COLOR CODE AS FOLLOWS: A. DUCT INSULATION. FOR DAMAGE. 4. WHERE CONCRETE SLABS FORM FINISHED CEILING, LOCATE INSERTS FLUSH WITH SLAB MAradror. The use of Nsdwgn.nd DRAWINGS SHALL BE PROVIDED TO THE CONSTRUCTION REPRESENTATIVE AT 1. POTABLE, COOLING, BOILER, FEED, OTHER WATER: GREEN WITH WHITE LE11ERS. B. DUCT LINER. B. PROVIDE TEMPORARY PROTECTIVE COATING ON CAST IRON AND STEEL VALVES. SURFACE. es tin spreesthese dtq�sorhsp�le TURNOVER. THIS AUTOCAD AS-BUILT IS REQUIRED FOR FINAL ACCEPTANCE OF THE 2. FIRE QUENCHING FLUIDS: RED WITH WHITE LE.IIERS. 1.02 SUBMITTALS 5. WHERE INSERTS ARE OMIT ILD, DRILL THROUGH CONCRETE SLAB FROM BELOW AND Woes prohibited a written PROJECT. C. PROVIDE TEMPORARY END CAPS AND CLOSURES ON PIPING AND FITTINGS. MAINTAIN IN PROVIDE THROUGH BOLT WITH RECESSED SQUARE STEEL PLATE AND NUT ABOVE SLAB. consent of F. hfialte, sot 2.05 CEILING TACKS A. PRODUCT DATA: PROVIDE PRODUCT DESCRIPTION, THERMAL CHARACTERISTICS, LIST OF PLACE UNTIL INSTALLATION. MATERIALS AND THICKNESS FOR EACH SERVICE, AND LOCATIONS. R. PIPE HANGERS AND SUPPORTS: B.CODES, STANDARDS AND REGULATIONS A. DESCRIPTION: STEEL WITH 3/4 INCH DIAMETER COLOR CODED HEAD. D. PROTECT PIPING SYSTEMS FROM ENTRY OF FOREIGN MATERIALS BY TEMPORARY COVERS, 1. INSTALL IN ACCORDANCE WITH ASME 831.9. 1. CONFORM TO ALL APPLICABLE CODES, GOVERNMENT REGULATIONS, UTILITY COMPANY PART 3 EXECUTION B. MANUFACTURER'S INSTRUCTIONS: INDICATE INSTALLATION PROCEDURES NECESSARY TO COMPLETING SECTIONS OF THE WORK, AND ISOLATING PARTS OF COMPLETED SYSTEM. REQUIREMENTS, AND NATIONAL ELECTRICAL CODE. ENSURE ACCEPTABLE WORKMANSHIP AND THAT INSTALLATION STANDARDS WILL BE 1.06 FIELD CONDITIONS 2. SUPPORT HORIZONTAL PIPING AS PER PIPE MANUFACTURES RECOMMENDATIONS OR AS 2. OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPECTIONS 3.01 PREPARATION ACHIEVED. SCHEDULED WHICH EVER IS MORE STRINGENT. AND APPROVALS. A. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. 1.03 QUALITY ASSURANCE A. DO NOT INSTALL UNDERGROUND PIPING WHEN BEDDING IS WET OR FROZEN. 3. INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN FINISHED COVERING B. PREPARE SURFACES IN ACCORDANCE WITH SECTION 09900 FOR STENCIL PAINTING. A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS PART 2 PRODUCTS AND ADJACENT WORK. C.RELATED WORK SPECIFIED ELSEWHERE 3.02 INSTALLATION OF THE TYPE SPECIFIED IN THIS SECTION WITH NOT LESS THAN THREE YEARS OF 2.01 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING 4. PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. 1. OPENINGS AND CHASES, WHEN SHOWN ON ARCHITECTURAL DRAWINGS. DOCUMENTED EXPERIENCE. A. CAST IRON PIPE: HUB AND SPIGOT 5. USE HANGERS WITH 1-1/2 INCH MINIMUM VERTICAL ADJUSTMENT. DESIGN HANGERS A. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE-RESISTANT MECHANICAL FASTENERS, OR D.DRAWINGS ADHESIVE. APPLY WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION AND 1.04 DELIVERY, STORAGE, AND HANDLING 1. FITTINGS: CAST IRON. FOR PIPE MOVEMENT WITHOUT DISENGAGEMENT OF SUPPORTED PIPE. 1. THE SYSTEMS AS SHOWN ON THE CONTRACT DRAWINGS ARE DIAGRAMMATIC. SEAL WITH CLEAR LACQUER. A. ACCEPT MATERIALS ON SITE IN ORIGINAL FACTORY PACKAGING, LABELED WITH 2. JOINTS: COMPRESSION GASKETS CONFORMING TO ASTM 564 6. SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT RISER PIPING INDEPENDENTLY 2. THE INTENT IS FOR COMPLETE AND WORKABLE SYSTEMS. THE DRAWINGS AND THESE B. INSTALL TAGS WITH CORROSION RESISTANT CHAIN. MANUFACTURER'S IDENTIFICATION, INCLUDING PRODUCT DENSITY AND THICKNESS. B. PVC-DWV PLASTIC ASTM 0-2665 WITH ASTM D-2665 DVN SOLVENT WELD SOCKET FITTINGS. OF CONNECTED HORIZONTAL PIPING. NOTES ARE TO BE USED TOGETHER AS A BASIS OF SHOWING AND/OR DESCRIBING2.02 SANITARY SEWER AND VENT PIPING, ABOVE GRADE 7. WHERE SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT SAME ELEVATION, THE SYSTEM REQUIREMENTS FOR THE FACILITY C. INSTALL PLASTIC PIPE MARKERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROTECT INSULATION FROM WEATHER AND CONSTRUCTION TRAFFIC, DIRT, WATER, CHEMICAL, PROVIDE MULTIPLE OR TRAPEZE HANGERS. 3. VERIFY ALL DIMENSIONS AND CLEARANCES BY FIELD MEASUREMENT AND CHECK FOR D. INSTALL UNDERGROUND PLASTIC PIPE MARKERS 6 TO 8 INCHES BELOW FINISHED GRADE, AND MECHANICAL DAMAGE, BY STORING IN ORIGINAL WRAPPING. A. CAST IRON PIPE: HUBLESS, SERVICE WEIGHT. 8. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING. INTERFERENCES PRIOR TO STARTING WORK. DIRECTLY ABOVE BURIED PIPE. 1.05 FIELD CONDITIONS 1. FITTINGS: CAST IRON. 9. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. REFER TO SECTION 09900. E. USE TAGS ON PIPING 3/4 INCH DIAMETER AND SMALLER. A. MAINTAIN AMBIENT TEMPERATURES AND CONDITIONS REQUIRED BY MANUFACTURERS OF 2. JOINTS: NEOPRENE GASKETS AND STAINLESS STEEL CLAMP-AND-SHIELD ASSEMBLIES. HANGERS AND SUPPORTS LOCATED IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED E.BASE EQUIPMENT AND MATERIALS AND SUBSTITUTIONS ADHESIVES, MASTICS, AND INSULATION CEMENTS. B. PVC PIPE: (WHERE ACCEPTABLE IN GOVERNING PLUMBING CODE) CEILING SPACES ARE NOT CONSIDERED EXPOSED. 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND U.L. 1. IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. LABELED. 2. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. B. MAINTAIN TEMPERATURE DURING AND AFTER INSTALLATION FOR MINIMUM PERIOD OF 24 1. FITTINGS: PVC. 10.SUPPORT CAST IRON DRAINAGE PIPING AT EVERY JOINT. 2. SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT, FIXTURES, ETC., INCLUDING ALL 3. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS HOURS. 2. JOINTS: SOLVENT WELDED, WITH SOLVENT CEMENT. 3.04 APPLICATION 1) ACCESSORIES TO BE FURNISHED. BASE BID MANUFACTURERS AND MODELS ARE AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF PART 2 PRODUCTS 2.03 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. USE GROOVED MECHANICAL COUPLINGS AND FASTENERS ONLY IN ACCESSIBLE LOCATIONS. INCLUDED IN SPECIFICATIONS OR LISTED IN SCHEDULE ON DRAWING. ANY OTHER STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. COPPER PIPE: ANNEALED. B. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS MANUFACTURER OR MODEL IS A SUBSTITUTION. G. LOCATE CEILING TACKS TO LOCATE VALVES OR DAMPERS ABOVE LAY-IN PANEL CEILINGS, A. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD/SMOKE DEVELOPED INDEX OF 1. FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE. CONNECTIONS. (I) 3. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER AND SHALL BE LOCATE IN CORNER OF PANEL CLOSEST TO EQUIPMENT. 25/50, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM E 84, NEPA 255, OR UL 2. JOINTS: ALLOY SN95 SOLDER. C. INSTALL BALL VALVES FOR SHUT-OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, OR LISTED ON THE FORM OF PROPOSAL FOR THE OWNER'S CONSIDERATION PRIOR TO 723. 2.04 WATER PIPING, ABOVE GRADE VERTICAL RISERS. MEM a CONTRACT AWARD. IF SUBSTITUTION IS SUBMITTED, IT IS THE CONTRACTOR'S SECTION 15082 2.02 GLASS FIBER, FLEXIBLE (THICKNESS SHALL PROVIDE R VALUE REQUIRED BY GOVERNING A. COPPER TUBE: TYPE L (3), DRAWN (H). D. INSTALL BALL VALVES FOR THROTTLING, BYPASS, OR MANUAL FLOW CONTROL SERVICES. 0 RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION ISE. PROVIDE UL LISTED BALL VALVES IN NATURAL GAS SYSTEMS. EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. PIPING INSULATION ENERGY CONSERVATION CODE FOR SPECIFIC APPLICATION) 1. FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE. `W 4. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, PART 1 GENERAL A. INSULATION: FLEXIBLE, NONCOMBUSTIBLE BLANKET. 2. JOINTS: ALLOY SN95 SOLDER. F. PROVIDE FLOW CONTROLS AND CHECK VALVES IN WATER RECIRCULATING SYSTEMS WHERE d SUBCONTRACTORS OR TRADES AFFECTED BY SUBSTITUTION AND FULLY COORDINATE. INDICATED. ANY COSTS RESULTING FROM SUBSTITUTION, WHETHER BY CONTRACTOR OR OTHERS, 1.01 SECTION INCLUDES 1. K VALUE: fl.36 AT 75 DEGREES F. 2.05 STORM WATER PIPING, BURIED WITHIN 5 FEET pF BUILDING 2, MAXIMUM SERVICE TEMPERATURE: 450 DEGREES F. A. CAST IRON PIPE: HUB AND SPIGOT 3.05 TOLERANCES CO SHALL BE RESPONSIBILITY OF AND PAID FOR BY SUBSTITUTING CONTRACTOR. A. PIPING INSULATION. 3. MAXIMUM WATER VAPOR SORPTION: 5.0 PERCENT BY WEIGHT. 1. FITTINGS: CAST IRON. A. DRAINAGE PIPING: ESTABLISH INVERT ELEVATIONS WITHIN 1/2 INCH VERTICALLY OF UIII ' 5. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE B. JACKETS AND ACCESSORIES. LOCATION INDICATED AND SLOPE TO DRAIN AT MINIMUM OF 1/8 INCH PER FOOT SLOPE. MANUFACTURER'S INSTALLATION INSTRUCTIONS. IT IS THIS CONTRACTOR'S B. VAPOR BARRIER JACKET: 2. JOINTS: COMPRESSION GASKETS CONFORMING TO ASTM 564 d RESPONSIBILITY TO CHECK AND CONFORM TO THESE REQUIREMENTS PRIOR TO 1.02 RELATED REQUIREMENTS 1. KRAFT PAPER WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM. B. PVC-DWV PLASTIC ASTM D-2665 WITH ASTM D-2665 DWV SOLVENT WELD SOCKET FITTINGS. B. WATER PIPING: SLOPE AT MINIMUM OF 1/32 INCH PER FOOT AND ARRANGE TO DRAIN AT MINI STARTING WORK. PART 2 PRODUCTS 2. MOISTURE VAPOR PERMEABILITY: 0.02 PERM INCH. LOW POINTS. 2.06 STORM WATER PIPING, ABOVE GRADE 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION 3. SECURE WITH PRESSURE SENSITIVE TAPE. 3.06 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM W F. CHECK, TEST, START, ADJUST, BALANCE AND INSTRUCTIONS A. CAST IRON PIPE: HUBLESS, SERVICE WEIGHT. Ca 5 1. AFTER INSTALLATION, CHECK ALL EQUIPMENT, AND PERFORM START UP IN A. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD/SMOKE DEVELOPED INDEX OF C. VAPOR BARRIER TAPE: 1. FITTINGS: CAST IRON. A. DISINFECT WATER DISTRIBUTION SYSTEM AFTER INSTALLATION. ONE GALLON 5% CHLOROX ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 25/50, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM E 84, NEPA 255, OR UL 1. KRAFT PAPER REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM, 2. JOINTS: NEOPRENE GASKETS AND STAINLESS STEEL CLAMP-AND-SHIELD ASSEMBLIES. PER 300 GALLONS SYSTEM VOLUME OR DISINFECT AS PROVIDED UNDER AWWA STANDARD C 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS. 723. WITH PRESSURE SENSITIVE RUBBER BASED ADHESIVE. C651-85 WITH 24 HOUR APPLICATION TIME PERIOD. 3. BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATING 2.02 GLASS FIBER {THICKNESS SHALL PROVIDER VALUE REQUIRED BY GOVERNING ENERGY D. TIE WIRE: ANNEALED STEEL, 16 GAGE. 2.07 NATURAL GAS PIPING, BURIED WITHIN 5 FEET OF BUILDING B. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. SEQUENCE UNDER ALL CONDITIONS, AND MAKE ALL NECESSARY ADJUSTMENTS, A. STEEL PIPE: SCHEDULE 40 BLACK. 3.07 SERVICE CONNECTIONS Q to CONSERVATION CODE FOR SPECIFIC APPLICATION) 2.03 DUCT LINER 1. FITTINGS: WROUGHT STEEL WELDING TYPE. d - N 4. ALL WIRING SHALL BE FULLY TESTED AND MADE FREE OF GROUNDS AND SHORT A. PROVIDE NEW SANITARY SEWER SERVICES. BEFORE COMMENCING WORK CHECK INVERT cal CIRCUITS. A. INSULATION: RIGID MOLDED, NONCOMBUSTIBLE. A. INSULATION: 2. JOINTS: WELDED. m t3' to. 5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND 1. 'K' VALUE: 0.24 AT 75 DEGREES F. 1. INCOMBUSTIBLE GLASS FIBER; FLEXIBLE BLANKET, RIGID BOARD, AND PREFORMED 3. JACKET: POLYETHYLENE JACKET OR DOUBLE LAYER, HALF-LAPPED 10 MIL ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND ENSURE THAT 0 Z O 2. MAXIMUM SERVICE TEMPERATURE: 850 DEGREES F. POLYETHYLENE TAPE. THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE AND COVER TO AVOID _ MAINTENANCE MANUAL ON ALL EQUIPMENT AND SYSTEMS. ROUND LINER BOARD; IMPREGNATED SURFACE AND EDGES COATED WITH POLY VINYLG7 to O 6. PROVIDE ENGRAVED LABELS AND IDENTIFICATION TAGS FOR ALL PIPING SYSTEMS, ACETATE POLYMER, OR ACRYLIC POLYMER SHOWN TO BE FUNGUS AND BACTERIA FREEZING. 3. MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME. 2.08 NATURAL GAS PIPING, ABOVE GRADE H 3 C1 VALVES AND EQUIPMENT. RESISTANT. B. PROVIDE NEW WATER SERVICE COMPLETE WITH THRUST BLOCKS, APPROVED BACKFLOW 7. PROVIDE TYPED PANEL DIRECTORIES AND ENGRAVED LABELS FOR ALL PANELS AND B. VAPOR BARRIER JACKET: WHITE KRAFT PAPER WITH GLASS FIBER YARN, BONDED TO 2. APPARENT THERMAL CONDUCTIVITY: MAXIMUM OF 0.31 AT 75 DEGREES F. A. STEEL PIPE: SCHEDULE 40 BLACK. PREVENTER AND WATER METER WITH BY-PASS VALVES, PRESSURE REDUCING VALVE WHEN 0 z EQUIPMENT, ALUMINIZED FILM; MOISTURE VAPOR TRANSMISSION WHEN TESTED IN ACCORDANCE WITH 3. SERVICE TEMPERATURE: UP TO 250 DEGREES F. 1. FITTINGS: MALLEABLE IRON, OR WROUGHT STEEL WELDING TYPE. PRESSURE EXCEEDS 80 PSI, AND SAND STRAINER. _Z % Q 0.02 PERM-INCHES. 2. JOINTS: NEPA 54, THREADED OR WELDED. C. PROVIDE NEW GAS SERVICE COMPLETE WITH GAS METER AND REGULATORS. GAS SERVICE IL _ F G.CUTTING, PATCHING AND DRILLING 2.03 JACKETS 4. RATED VELOCITY ON COATED AIR SIDE FOR AIR EROSION: 5,000 FPM, MINIMUM. fr 1, ALL CUTTING AND CHASING OF THE BUILDING CONSTRUCTION REQUIRED FOR THIS 5. MINIMUM NOISE REDUCTION COEFFICIENTS: 2.09 FLANGES, UNIONS, AND COUPLINGS DISTRIBUTION PIPING TO HAVE INITIAL MINIMUM PRESSURE OF SCHEDULED PSI. PROVIDE Q �p A. PVC PLASTIC, REGULATORS ON EACH LINE SERVING GRAVITY TYPE APPLIANCES, SIZED IN ACCORDANCE Q WORK SHALL BE BY THIS CONTRACTOR UNLESS SHOWN ON ARCHITECTURAL a. 1 INCH THICKNESS: 0.45. A. UNIONS FOR PIPE SIZES 3 INCHES AND UNDER: WITH EQUIPMENT. �' 1. JACKET: ONE PIECE MOLDED TYPE FITTING COVERS AND SHEET MATERIAL, OFF-WHITE 1. FERROUS PIPE: CLASS 150 MALLEABLE IRON THREADED UNIONS. DRAWINGS AND CONFIRMED AS TO SIZE AND LOCATION PRIOR TO NEWB. ADHESIVE: WATERPROOF, FIRE-RETARDANT TYPE. COLOR. 3.08 SCHEDULES CONSTRUCTION. CUTTING SHALL BE IN A NEAT AND WORKMANLIKE MANNER. 2. COPPER TUBE AND PIPE: CLASS 150 BRONZE UNIONS WITH SOLDERED JOINTS. 2. NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, a. MINIMUM SERVICE TEMPERATURE: 0 DEGREES F. C. LINER FASTENERS: GALVANIZED STEEL, SELF-ADHESIVE PAD, IMPACT APPLIED, OR WELDED Project Pb: S389 AND FINISH PATCH OR PROVIDE TRIM FLANGE AROUND OPENING. b. MAXIMUM SERVICE TEMPERATURE: 150 DEGREES F. WITH INTEGRAL, OR PRESS-ON HEAD. B. FLANGES FOR PIPE SIZE OVER 3 INCH OR LARGER: A. PIPE HANGER SPACING: 1. FERROUS PIPE: CLASS 150 MALLEABLE IRON THREADED OR FORGED STEEL SUP-ON 1. METAL PIPING: Drawn 3Y KG PART 3 EXECUTION 3. NEATLY SAW CUT FLOORS FOR SEWER INSTALLATION AND PATCH FLOOR TO MATCH c. MOISTURE VAPOR PERMEABILITY: 0.002 PERM INCH, MAXIMUM. FLANGES; PREFORMED NEOPRENE GASKETS. a, PIPE SIZE: 1/2 INCHES TO 1-1/4 INCHES: EXISTING, INCLUDING FLOOR COVERING. d. THICKNESS: 10 MIL. 3.01 EXAMINATION Date Mus 4. CORE DRILL AND SLEEVE ALL ROUND OPENINGS. e. CONNECTIONS: BRUSH ON WELDING ADHESIVE. A. VERIFY THAT DUCTS HAVE BEEN TESTED BEFORE APPLYING INSULATION MATERIALS. 2. COPPER TUBE AND PIPE: CLASS 150 SLIP-ON BRONZE FLANGES; PREFORMED 1) MAXIMUM HANGER SPACING: 6.5 FT, 5. CUT AND PATCH EXISTING BUILDING WALLS AS REQUIRED FOR DUCT INSTALLATION. NEOPRENE GASKETS. 2) HANGER ROD DIAMETER: 3/8 INCHES. FOR U..REVEW PROVIDE STEEL LINTEL ABOVE OPENING WIDER THAN 10". SEE STRUCTURAL PART 3 EXECUTION B. VERIFY THAT SURFACES ARE CLEAN, FOREIGN MATERIAL REMOVED, AND DRY. 2.10 BALL VALVES b. PIPE SIZE: 1-1/2 INCHES TO 2 INCHES: DRAWINGS FOR SIZES. PROVIDE ESCUTCHEONS OR 2" WIDE SHEET METAL FLANGES 3.01 EXAMINATION 3.02 INSTALLATION A. UP TO AND INCLUDING 2 INCHES 1) MAXIMUM HANGER SPACING: 10 FT. 3-17-21 FOR PERMIT AROUND ALL EXPOSED PENETRATIONS. C. VERIFY THAT PIPING HAS BEEN TESTED BEFORE APPLYING INSULATION MATERIALS. A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1. BRONZE, TWO PIECE BODY, CHROME PLATED, BRASS BALL, TEFLON SEATS AND TOPPING 2) HANGER ROD DIAMETER: 3/8 INCH. 6. DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S APPROVAL. D. VERIFY THAT SURFACES ARE CLEAN AND DRY, WITH FOREIGN MATERIAL REMOVED. B. INSTALL IN ACCORDANCE WITH NAIMA NATIONAL INSULATION STANDARDS. BOX RING, LEVER HANDLES AND BALANCING STOPS, SOLDER OR THREADED ENDS WITH c. PIPE SIZE: 2-1/2 INCHES TO 3 INCHES: 7. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR UNION. -1/ MODIFIED TO INSTALL EQUIPMENT FOR THIS PROJECT. 3.02 INSTALLATION C. INSULATED DUCTS CONVEYING AIR BELOW AMBIENT TEMPERATURE; 2.11 GATE VALVES 1) MAXIMUM HANGER SPACING: 10 FT, 8. CUTTING OF ROOF, INSTALLATION OF CURBS, AND PATCHING OF ROOF SHALL BE BY A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1. PROVIDE INSULATION WITH VAPOR BARRIER JACKETS. A. UP TO AND INCLUDING 3 INCHES: 2) HANGER ROD DIAMETER: 1/2 INCH. A CERTIFIED ROOFING CONTRACTOR, APPROVED BY BUILDING OWNER, AND PAID FOR 2. FINISH WITH TAPE AND VAPOR BARRIER JACKET. 1. MSS SP-80, CLASS 125, BRONZE BODY, BRONZE TRIM, RISING STEM, HANDWHEEL, B. INSTALL IN ACCORDANCE WITH NAIMA NATIONAL INSULATION STANDARDS. d. PIPE SIZE: 4 INCHES TO 6 INCHES: BY THIS CONTRACTOR. C. EXPOSED PIPING: LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE LOCATIONS. 3. CONTINUE INSULATION THROUGH WALLS, SLEEVES, HANGERS, AND OTHER DUCT INSIDE SCREW, SOLID WEDGE DISC, SOLDER ENDS. 1) MAXIMUM HANGER SPACING: 10 FT. 9. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVEDPENETRATIONS. MANNER, USING UL LISTED FIRE RATED MATERIALS. D. INSULATED PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE: INSULATE ENTIRE 4. INSULATE ENTIRE SYSTEM INCLUDING FITTINGS, JOINTS, FIANCES, FIRE DAMPERS, B. 2 INCHES AND LARGER: 2) HANGER ROD DIAMETER: 5/8 INCH. 10. ALL CONTRACTORS SHALL CONFIRM WITH OWNER, PRIOR TO BID, TIMES AVAILABLE SYSTEM INCLUDING FITTINGS, VALVES, UNIONS, FLANGES, STRAINERS, FLEXIBLE FLEXIBLE CONNECTIONS, AND EXPANSION JOINTS. 1. MSS SP-70, CLASS 125, IRON BODY, BRONZE TRIM, OUTSIDE SCREW AND YOKE, FOR NOISE PRODUCING WORK SUCH AS CUTTING AND CORE DRILLING OF FLOORS, CONNECTIONS, PUMP BODIES, AND EXPANSION JOINTS. HANDWHEEL, SOLID WEDGE DISC, FLANGED ENDS. PROVIDE CHAIN-WHEEL OPERATORS WALLS, ETC., AS WELL AS TIMES FOR WORK WHICH REQUIRE ACCESS INTO D. EXTERNAL DUCT INSULATION APPLICATION: FOR VALVES 6 INCHES AND LARGER MOUNTED OVER 8 FEET ABOVE FLOOR. ADJOINING AREAS. INCLUDE ANY PREMIUM TIME REQUIRED IN BID. E. GLASS FIBER INSULATED PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE: 1. SECURE INSULATION WITH VAPOR BARRIER WITH WIRES AND SEAL JACKET JOINTS WITH 11. EXACT LOCATION OF ROOF TOP MECHANICAL UNITS SHALL BE APPROVED BY 1. PROVIDE VAPOR BARRIER JACKETS, FACTORY-APPLIED OR FIELD-APPLIED. SECURE VAPOR BARRIER ADHESIVE OR TAPE TO MATCH JACKET. 2.12 GLOBE VALVES OWNER'S STRUCTURAL ENGINEER. MECHANICAL CONTRACTOR SHALL FURNISH AND WITH SELF-SEALING LONGITUDINAL LAPS AND BUTT STRIPS WITH PRESSURE SENSITIVE 2. SECURE INSULATION WITHOUT VAPOR BARRIER WITH STAPLES, TAPE, OR WIRES. A. UP TO AND INCLUDING 3 INCHES: LANDLORD COMMENT/APPROVAL INSTALL ALL SUPPLEMENTAL SUPPORT STEEL FOR UNITS AND ROOF DUCT ADHESIVE. SECURE WITH OUTWARD CLINCH EXPANDING STAPLES AND VAPOR BARRIER 3. INSTALL WITHOUT SAG ON UNDERSIDE OF DUCT. USE ADHESIVE OR MECHANICAL 1. MSS SP-80, CLASS 125, BRONZE BODY, BRONZE TRIM, HANDWHEEL, BRONZE DISC, MASTIC. PENETRATIONS AF I ER APPROVAL OF STRUCTURAL ENGINEER. FASTENERS WHERE NECESSARY TO PREVENT SAGGING. LIFT DUCT OFF TRAPEZE SOLDER ENDS. 2. INSULATE FITTINGS, JOINTS, AND VALVES WITH MOLDED INSULATION OF LIKE MATERIAL HANGERS AND INSERT SPACERS. B. 2 INCHES AND LARGER: AND THICKNESS AS ADJACENT PIPE. FINISH WITH GLASS CLOTH AND VAPOR BARRIER :;I °'Io r na* H.WARRANTY 4. SEAL VAPOR BARRIER PENETRATIONS BY MECHANICAL FASTENERS WITH VAPOR BARRIER 1. MSS SP-$5, CLASS 125> IRON BODY, BRONZE TRIM, HANDWHEEL, OUTSIDE SCREW AND <, .0 ADHESIVE OR PVC FITTING COVERS. " ' � � 1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEARADHESIVE. YOKE, RENEWABLE BRONZE PLUG-TYPE DISC, RENEWABLE SEAT, FLANGED ENDS. i r :' ' <�� R FROM DATE OF ACCEPTANCE. F. FOR HOT PIPING CONVEYING FLUIDS 140 DEGREES F OR LESS, DO NOT INSULATE 5. STOP AND POINT INSULATION AROUND ACCESS DOORS AND DAMPER OPERATORS TO :� i 1 <`;': °I � , F, { P1 . 0 FLANGES AND UNIONS AT EQUIPMENT, BUT BEVEL AND SEAL ENDS OF INSULATION. PROVIDE CHAIN-WHEEL OPERATORS FOR VALVES 6 INCHES AND LARGER MOUNTED OVER 2. EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER, INCLUDING FIVE (5) YEARALLOW OPERATION WITHOUT DISTURBING WRAPPING. 8 FEET ABOVE FLOOR. COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER EXTENDED WARRANTY ON HVAC G. GLASS FIBER INSULATED PIPES CONVEYING FLUIDS ABOVE AMBIENT TEMPERATURE: E. DUCT AND PLENUM LINER APPLICATION: PART 3 EXECUTION EQUIPMENT. 1. PROVIDE STANDARD JACKETS, WITH OR WITHOUT VAPOR BARRIER, FACTORY-APPLIED OR 1. ADHERE INSULATION WITH ADHESIVE FOR 90 PERCENT COVERAGE. 3.01 EXAMINATION 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE FIELD-APPLIED. SECURE WITH SELF-SEALING LONGITUDINAL LAPS AND BUTT STRIPS 2. SECURE INSULATION WITH MECHANICAL UHER FASTENERS. REFER TO SMACNA HVAC A. VERIFY THAT EXCAVATIONS ARE TO REQUIRED GRADE, DRY, AND NOT OVER-EXCAVATED. DURING THE WARRANTY PERIOD. WITH PRESSURE SENSITIVE ADHESIVE. SECURE WITH OUTWARD CLINCH EXPANDING DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE FOR SPACING. MECHANICAL & PLUMBING STAPLES. SPECIFICATIONS 3. SEAL AND SMOOTH JOINTS. SEAL AND COAT TRANSVERSE JOINTS. 2. PLASTIC PIPING: C. SPRINKLER SYSTEMS: CONFORM SYSTEM TO NEPA AND PARTICULARLY THE RESPECTIVE 4. DRAIN VALVE. B. TOUCH-UP MARRED OR SCRATCHED SURFACES OF FACTORY-FINISHED CABINETS, USING B. DUCT ACCESS DOORS. f. ALL SIZES: CHAPTERS OF NFPA 13 AS DEFINED, MODIFIED, AND APPROVED BY THE TENANT AND 5. ANODE: MAGNESIUM. FINISH MATERIALS FURNISHED BY MANUFACTURER. LANDLORD'S INSURANCE UNDERWRITER, THE LANDLORD AND AUTHORITY HAVING 6. C. FLEXIBLE DUCT CONNECTIONS, 1) MAXIMUM HANGER SPACING: 6 FT. JURISDICTION. TEMPERATURE AND PRESSURE RELIEF VALVE: ASME LABELLED. C. INSTALL NEW FILTERS. D. VOLUME CONTROL DAMPERS, 0 E 2) HANGER ROD DIAMETER: 3/8 INCH. E. CONTROLS: AUTOMATIC WATER THERMOSTAT WITH TEMPERATURE RANGE ADJUSTABLE FROM ° D. WATER SUPPLY: DETERMINE VOLUME AND PRESSURE FROM CURRENT WATER FLOW TEST 120 TO 180 DEGREES F, AUTOMATIC RESET HIGH TEMPERATURE LIMITING THERMOSTAT SECTION 15810 1.02 DELIVERY, STORAGE, AND HANDLING > SECTION 15146 DATA. FACTORY SET AT 195 DEGREES F, GAS PRESSURE REGULATOR, MULTI-RIBBON OR A. PROTECT DAMPERS FROM DAMAGE TO OPERATING LINKAGES AND BLADES, N E. INTERFACE SYSTEM WITH BUILDING CONTROL SYSTEM. TUBULAR BURNER, 100 PERCENT SAFETY SHUT-OFF PILOT AND THERMOCOUPLE, FLUE DUCTWORK PART 2 PRODUCTS I""°°°° �- <,..)( PLUMBING SPECIALTIES F. PROVIDE FIRE DEPARTMENT CONNECTIONS AS REQUIRED BY LOCAL FIRE MARSHALL. BAFFLE AND DRAFT HOOD. PART 1 GENERAL �°�° o 1.03 COMMERCIAL ELECTRIC WATER HEATERS 2.01 AIR TURNING DEVICES/EXTRACTORS c PART 1 GENERAL G. SUBMIT FINAL HEAD LAYOUT FOR APPROVAL. OBTAIN STAMPED APPROVAL BY THE 1.01 SECTION INCLUDES M 2 A. TYPE: FACTORY-ASSEMBLED AND WIRED, ELECTRIC, VERTICAL STORAGE. A. MULTI-BLADE DEVICE WITH BLADES ALIGNED IN SHORT DIMENSION; STEEL CONSTRUCTION; ›.6 1.01 SECTION INCLUDES AUTHORITY HAVING JURISDICTION AND ALL RESPECTIVE UNDERWRITERS OF (4) FOUR SETSA. METAL DUCTWORK. WITH INDIVIDUALLY ADJUSTABLE BLADES, MOUNTING STRAPS. 0 u a OF THE FINAL SPRINKLER DESIGN DRAWINGS. B. PERFORMANCE AND ELECTRICAL CHARACTERISTICS, AS SCHEDULED ON DRAWINGS. w ACt .ROOF AND FLOOR DRAINS, B, NONMETAL DUCTWORK. 2.02 DUCT ACCESS DOORS B. CLEANOUTS. H. STORAGE CABINET FOR SPARE SPRINKLERS AND TOOLS: STEEL, LOCATED ADJACENT TO C. TANK: GLASS LINED WELDED STEEL; 4 INCH DIAMETER INSPECTION PORT, THERMALLY Oi C. CASING AND PLENUMS. A. FABRICATE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - c ; N ALARM VALVE. INSULATED WITH MINIMUM 2 INCHES GLASS FIBER ENCASED IN CORROSION-RESISTANT co C. THERMOSTATIC MIXING VALVES, D. DUCT CLEANING, METAL AND FLEXIBLE AND AS INDICATED. u� °' 2.02 SPRINKLERS STEEL JACKET; BAKED-ON ENAMEL FINISH. cv U ry PART 2 PRODUCTSPART 2 PRODUCTS B. ACCESS DOORS WITH SHEET METAL SCREW FASTENERS ARE NOT ACCEPTABLE. A. SUSPENDED CEILING TYPE: WHITE SEMI-RECESSED PENDENT TYPE WITH MATCHING PUSH D. CONTROLS: AUTOMATIC IMMERSION WATER THERMOSTAT; EXTERNALLY ADJUSTABLE 2.03 FLEXIBLE DUCT CONNECTIONSag la 2.01 DRAINS ON ESCUTCHEON PLATE. TEMPERATURE RANGE FROM 60 TO 180 DEGREES F, FLANGED OR SCREW-IN NICHROME 2.01 DUCT ASSEMBLIESIA he A. ROOF DRAINS: 1. RESPONSE TYPE: QUICK. ELEMENTS, HIGH TEMPERATURE LIMIT THERMOSTAT. A. ALL DUCTS: GALVANIZED STEEL, UNLESS OTHERWISE INDICATED. A. FABRICATE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - 1. ASSEMBLY: ASME A112.6.4. 2. COVERAGE TYPE: STANDARD OR EXTENDED. E. ACCESSORIES: PROVIDE: METAL AND FLEXIBLE, AND AS INDICATED. B. LOW PRESSURE SUPPLY: 2 INCH W.G. PRESSURE CLASS, GALVANIZED STEEL. 2. BODY: LACQUERED CAST IRON WITH SUMP. 3. FINISH: WHITE ENAMEL. 1, WATER CONNECTIONS: BRASS. B. FLEXIBLE DUCT CONNECTIONS: FABRIC CRIMPED INTO METAL EDGING STRIP. 3. STRAINER: REMOVABLE POLYETHYLENE DOME WITH VANDAL PROOF SCREWS. 4. ESCUTCHEON PLATE FINISH: WHITE ENAMEL. 2. DIP TUBE. C. RETURN AND RELIEF: 2 INCH W.G. PRESSURE CLASS, GALVANIZED STEEL. 1. FABRIC: UL LISTED FIRE-RETARDANT NEOPRENE COATED WOVEN GLASS FIBER FABRIC D. GENERAL EXHAUST: 2 INCH W.G. PRESSURE CLASS, GALVANIZED STEEL. TO NFPA 90A, MINIMUM DENSITY 30 OZ PER SQ YD. 1" MIMI 4. ACCESSORIES: COORDINATE WITH ROOFING TYPE. 5. FUSIBLE LINK: GLASS BULB LINK TYPE TEMPERATURE RATED FOR SPECIFIC AREA 3. DRAIN VALVE. CIO a. MEMBRANE FLANGE AND MEMBRANE CLAMP WITH INTEGRAL GRAVEL STOP. HAZARD. 4. HEAT TRAP. E. OUTSIDE AIR INTAKE: 2 INCH W.G. PRESSURE CLASS, GALVANIZED STEEL a. NET FABRIC WIDTH: APPROXIMATELY 2 INCHES WIDE. , „ b. ADJUSTABLE UNDER DECK CLAMP. B. EXPOSED AREA TYPE: UPRIGHT TYPE. 5. ANODE: MAGNESIUM. F. TRANSFER AIR AND SOUND BOOTS: 2 INCH W.G. PRESSURE CLASS, GALVANIZED STEEL. 2. METAL: 3 INCHES WIDE, 24 GAGE THICK GALVANIZED STEEL. c. ROOF SUMP RECEIVER. 1. RESPONSE TYPE: QUICK, 6. TEMPERATURE AND PRESSURE RELIEF VALVE: ASME LABELLED. 2.02 MATERIALS C. LEADED VINYL SHEET: MINIMUM 0.55 INCH THICK, 0.87 LBS PER SQ FT, 10 DB Z e d. WATERPROOFING FLANGE. 2. COVERAGE TYPE: STANDARD. F. HEATING ELEMENTS: FLANGE-MOUNTED IMMERSION ELEMENTS; INDIVIDUAL ELEMENTS A. GALVANIZED STEEL FOR DUCTS: HOT-DIPPED GALVANIZED STEEL SHEET, ASTM A 653/A ATTENUATION IN 10 TO 10,000 HZ RANGE. C.1 LL e. LEVELING FRAME. 3. FINISH: ROUGH BRASS. SHEATHED WITH INCOLOY CORROSION-RESISTANT METAL ALLOY, RATED LESS THAN 75 653M FS TYPE B, WITH G60/Z180 COATING. D. MAXIMUM INSTALLED LENGTH: 14 INCH. 1. ADJUSTABLE EXTENSION SLEEVE FOR ROOF INSULATION. 4. FUSIBLE LINK: GLASS BULB LINK TYPE TEMPERATURE RATED FOR SPECIFIC AREA WATTS PER SQUARE INCH. 2.04 VOLUME CONTROL DAMPERS HAZARD. PART 3 EXECUTION B. ALUMINUM FOR DUCTS: ASTM B 209 (ASTM B 209M); ALUMINUM SHEET, ALLOY B. ROOF OVERFLOW DRAINS: 3003-H14. ALUMINUM CONNECTORS AND BAR STOCK: ALLOY 6061-T651 OR OF A. FABRICATE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - 1 LACQUEREDEXTED TOASTI IRONS BODY AND LO CLAMP COLLARLONAND ASBOTTOM REQUIRED BY RING;OPIPE A.H.J.. C. PUSH ONL TYPE: WHITE ESCUTCHEON (-RECESSED HORIZONTAL SIDEWALL TYPE WITH MATCHING 2.01 INSTALLATION EQUIVALENT STRENGTH. METAL AND FLEXIBLE, AND AS INDICATED. `�, p,1. D A. INSTALL PLUMBING EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AS C. STAINLESS STEEL FOR DUCTS: ASTM A 240/A 240M, TYPE 304. B. SINGLE BLADE DAMPERS: FABRICATE FOR DUCT SIZES UP TO 6 X 30 INCH. co* . * -A-86'o 0 C. DOWNSPOUT NOZZLES: 1. RESPONSE TYPE: QUICK. REQUIRED BY CODE, AND COMPLYING WITH CONDITIONS OF CERTIFICATION, IF ANY. 1. FABRICATE FOR DUCT SIZES UP TO 6 X 30 INCH. Cv f.• 4 N c' t7 1. BRONZE ROUND WITH STRAIGHT BOTTOM SECTION. D. JOINT SEALERS AND SEALANTS: NON-HARDENING, WATER RESISTANT, MILDEW AND MOLD '� r w .dr •" 2. COVERAGE TYPE: STANDARD, 2, BLADE: 24 GAGE MINIMUM. 0 w o .- S� B. COORDINATE WITH PLUMBING PIPING AND RELATED FUEL PIPING WORK TO ACHIEVE RESISTANT. x ua 3. FINISH: WHITE ENAMEL, OPERATING SYSTEM, C. MULTI-BLADE DAMPER: FABRICATE OF OPPOSED BLADE PATTERN WITH MAXIMUM BLADE �"" SD �` z `� D. FLOOR DRAIN (FD-1): 1. TYPE: HEAVY MASTIC OR LIQUID USED ALONE OR WITH TAPE, SUITABLE FOR JOINT a, -- 4. ESCUTCHEON PLATE FINISH: WHITE ENAMEL. SIZES 8 X 72 INCH. ASSEMBLE CENTER AND EDGE CRIMPED BLADES IN PRIME COATED 0 , �. 0 R` 1. LACQUERED CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEEP CONFIGURATION AND COMPATIBLE WITH SUBSTRATES, AND RECOMMENDED BY HOLES, REVERSIBLE CLAMPING COLLAR, ROUND, ADJUSTABLE NICKEL-BRONZE STRAINER 5. LINK: GLASS BULB LINK TYPE TEMPERATURE RATED FOR SPECIFIC AREA SECTION 15762 MANUFACTURER FOR PRESSURE CLASS OF DUCTS. OR GALVANIZED CHANNEL FRAME WITH SUITABLE HARDWARE. d, '� 3V'' 'v FUSIBLE It Er AND TRAP PRIMER CONNECTION. HAZARD. 2. VOC CONTENT: NOT MORE THAN 250 G/L EXCLUDING WATER. 1. BLADE: 18 GAGE, MINIMUM. ''/e J a 2.02 CLEANOUTS D. DRY SPRINKLERS: CONCEALED PENDENT TYPE WITH MATCHING PUSH ON ESTUCHEON TERMINAL HEAT TRANSFER UNITS 3. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD OF ZERO, SMOKE DEVELOPED OF D. END BEARINGS: EXCEPT IN ROUND DUCTS 12 INCHES AND SMALLER, PROVIDE END w PLATE IN FINISHED CEILINGS AND ROUGH BRASS UPRIGHT TYPE IN UNFINISHED AREAS. PART 1 GENERAL ZERO, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. BEARINGS. ON MULTIPLE BLADE DAMPERS, PROVIDE OIL-IMPREGNATED NYLON OR A. CLEANOUTS AT EXTERIOR SURFACED AREAS (CO-1): 1. RESPONSE TYPE: QUICK. SINTERED BRONZE BEARINGS. 1. ROUND CAST NICKEL BRONZE ACCESS FRAME AND NON-SKID COVER. 2. FINISH: CHROME. 1.01 SECTION INCLUDES E. HANGER ROD: ASTM A 36/A 36M; STEEL, GALVANIZED; THREADED BOTH ENDS, THREADED Design end construction documents as B. CLEANOUTS AT EXTERIOR UNSURFACED AREAS (CO-2): 3. COVER PLATE FINISH: CHROME, A. HEATING WATER UNIT HEATERS. ONE END, OR CONTINUOUSLY THREADED. E. QUADRANTS: end a°}es*"o �ohm C r 01'�"m" end remain the property of ChrMtopMr F. 2.03 DUCTWORK FABRICATION 1. PROVIDE LOCKING, INDICATING QUADRANT REGULATORS ON SINGLE AND MULTI-BLADE Werke,Arahwat. The user ofddedeegnand 1. LINE TYPE WITH LACQUERED CAST IRON BODY AND ROUND EPDXY COATED GASKETED 4, FUSIBLE LINK: GLASS BULB LINK TYPE TEMPERATURE RATED FOR SPECIFIC AREA B. HEATING WATER CABINET UNIT HEATERS. DAMPERS, these aonetructlon daownenis tat purposes COVER. HAZARD. A. FABRICATE AND SUPPORT IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION other dirt 1f swift plot Mined heron le C. ELECTRIC HEATERS. 2. ON INSULATED DUCTS MOUNT QUADRANT REGULATORS ON STAND-OFF MOUNTING strictly prorated without exptesssd written STANDARDS - METAL AND FLEXIBLE, AND AS INDICATED. oanse t of Christopher F. Ment ,Architect. C. CLEANOUTS AT INTERIOR FINISHED FLOOR AREAS (CO-3) E. GUARDS: FINISH TO MATCH SPRINKLER FINISH. PART 2 PRODUCTS BRACKETS, BASES, OR ADAPTERS. 1. LACQUERED CAST IRON BODY WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR, PART 3 EXECUTION B. NO VARIATION OF DUCT CONFIGURATION OR SIZE PERMITTED EXCEPT BY WRI I I EN 3. WHERE ROD LENGTHS EXCEED 30 INCHES PROVIDE REGULATOR AT BOTH ENDS. THREADED TOP ASSEMBLY, AND ROUND GASKLIED SCORED COVER IN SERVICE AREAS 2.01 HEATING WATER UNIT HEATERS PERMISSION. SIZE ROUND DUCT INSTALLED IN PLACE OF RECTANGULAR DUCTS IN 3.01 INSTALLATION AND ROUND GASKETED DEPRESSED COVER TO ACCEPT FLOOR FINISH IN FINISHED A. MANUFACTURERS, AS SCHEDULED ON DRAWINGS OR APPROVED EQUAL. ACCORDANCE WITH ASHRAE HANDBOOK - FUNDAMENTALS. PART 3 EXECUTION FLOOR AREAS. A. INSTALL IN ACCORDANCE WITH ADOPTED LOCALITY NFPA DESIGN AND INSTALLATION B. COILS: SEAMLESS COPPER TUBING, SILVER BRAZED TO STEEL HEADERS, AND WITH C. DUCT SYSTEMS HAVE BEEN DESIGNED FOR METAL DUCT, FIBROUS GLASS DUCT MAY NOT 3,01 INSTALLATION D. CLEANOUTS AT INTERIOR FINISHED WALL AREAS (CO-4): STANDARDS. EVENLY SPACED ALUMINUM FINS MECHANICALLY BONDED TO TUBING. BE SUBSTITUTED FOR METAL DUCT. A. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND FOLLOW 1. LINE TYPE WITH LACQUERED CAST IRON BODY AND ROUND EPDXY COATED GASKETED B. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. CASING: 0.047$ INCH STEEL WITH THREADED PIPE CONNECTIONS FOR HANGER RODS. D. PROVIDE DUCT MATERIAL, GAGES, REINFORCING, AND SEALING FOR OPERATING PRESSURES SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, COVER, AND ROUND STAINLESS STEEL ACCESS COVER SECURED WITH MACHINE SCREW. C. PLACE PIPE RUNS TO MINIMIZE OBSTRUCTION TO OTHER WORK. RUN INSIDE STRUCTURE D. FINISH: FACTORY APPLIED BAKED PRIMER COAT. INDICATED. B. PROVIDE DUCT ACCESS DOORS FOR INSPECTION AND CLEANING BEFORE AND AFTER 2.03 HOSE BIBBS SUPPORTING STEEL WHERE POSSIBLE. E. CONSTRUCT T'S, BENDS, AND ELBOWS WITH RADIUS OF NOT LESS THAN 1-1 2 TIMES FILTERS, COILS, FANS, AUTOMATIC DAMPERS, AND ELSEWHERE AS INDICATED. PROVIDE E. FAN: DIRECT DRIVE PROPELLER TYPE, STATICALLY AND DYNAMICALLY BALANCED, WITH FAN / MINIMUM 8 X 8 INCH SIZE FOR HAND ACCESS, SIZE FOR SHOULDER ACCESS, AND AS A. INTERIOR HOSE BIBBS: D. PLACE PIPING IN CONCEALED SPACES AS HIGH AS POSSIBLE ABOVE FINISHED CEILINGS. GUARD; HORIZONTAL MODELS WITH PERMANENTLY LUBRICATED SLEEVE BEARINGS; VERTICAL WIDTH OF DUCT ON CENTERLINE. WHERE NOT POSSIBLE, RECTANGULAR ELBOWS MUST INDICATED. PROVIDE 4 X 4 INCH FOR BALANCING DAMPERS ONLY. REVIEW LOCATIONS 1. BRONZE OR BRASS WITH INTEGRAL MOUNTING FLANGE, REPLACEABLE HEXAGONAL DISC, E. APPLY MASKING TAPE OR PAPER COVER TO ENSURE CONCEALED SPRINKLERS, COVER MODELS WITH GREASE LUBRICATED BALL BEARINGS. BE USED. IN RECTANGULAR ELBOWS PROVIDE AIR FOIL TURNING VANES OF PERFORATED PRIOR TO FABRICATION, HOSE THREAD SPOUT, CHROME PLATED WHERE EXPOSED WITH HANDWHEEL, INTEGRAL PLATES, AND SPRINKLER ESCUTCHEONS DO NOT RECEIVE FIELD PAINT FINISH. REMOVE F. AIR OUTLET: ADJUSTABLE PATTERN DIFFUSER ON PROJECTION MODELS AND TWO WAY METAL WITH GLASS FIBER INSULATION. VACUUM BREAKER IN CONFORMANCE WITH ASSE 1011. AFTER PAINTING. REPLACE PAINTED SPRINKLERS. F. PROVIDE TURNING VANES OF PERFORATED METAL WITH GLASS FIBER INSULATION WHEN C. PROVIDE DUCT TEST HOLES WHERE INDICATED AND REQUIRED FOR TESTING AND LOUVERS ON HORIZONTAL THROW MODELS. ACOUSTICAL LINING IS INDICATED. BALANCING PURPOSES, 2.04 HYDRANTS F. FLUSH ENTIRE PIPING SYSTEM OF FOREIGN MATTER. G. MOTOR: PERMANENTLY LUBRICATED SLEEVE BEARINGS ON HORIZONTAL MODELS, GREASE D. AT FANS AND MOTORIZED EQUIPMENT ASSOCIATED WITH DUCTS, PROVIDE FLEXIBLE DUCT A. WALL HYDRANTS: G. INSTALL GUARDS ON SPRINKLERS WHERE REQUIRED, LUBRICATED BALL BEARINGS ON VERTICAL MODELS. G. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES DIVERGENCE WHEREVER CONNECTIONS IMMEDIATELY ADJACENT TO THE EQUIPMENT. 1. ASSE 1019; FREEZE RESISTANT, SELF-DRAINING TYPE WITH CHROME PLATED WALL POSSIBLE; MAXIMUM 30 DEGREES DIVERGENCE UPSTREAM OF EQUIPMENT AND 45 PLATE HOSE THREST, SELF-DRAINING INTEGRAL VACUUM PL BREAKER. H. HYDROSTATICALLY TEST ENTIRE SYSTEM. H. CONTROL: LOCAL MULTI-SPEED DISCONNECT SWITCH. DEGREES CONVERGENCE DOWNSTREAM. E. AT EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS, PROVIDE FLEXIBLE DUCT 2.05 REFRIGERATOR VALVE AND RECESSED BOX I. REQUIRED TEST BE WITNESSED BY FIRE MARSHAL. I. CAPACITY: AS SCHEDULED, BASED ON 65 DEGREE F ENTERING AIR TEMPERATURE, 180 H. FABRICATE CONTINUOUSLY WELDED ROUND AND OVAL DUCT FITTINGS IN ACCORDANCE WITH CONNECTIONS IMMEDIATELY ADJACENT TO THE EQUIPMENT; DEGREE F AVERAGE WATER TEMPERATURE. SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. F. FOR FANS DEVELOPING STATIC PRESSURES OF 5.0 INCHES AND OVER, COVER FLEXIBLE A. BOX MANUFACTURERS: SECTION 15410 J. ELECTRICAL CHARACTERISTICS: AS SCHEDULED ON DRAWINGS. CONNECTIONS WITH LEADED VINYL SHEET, HELD IN PLACE WITH METAL STRAPS. (1) 1. IPS CORPORATION WATER-LITE; WWW.IPSCORP.COM. I. WHERE DUCTS ARE CONNECTED TO EXTERIOR WALL LOUVERS AND DUCT OUTLET IS / 2.02 HEATING WATER CABINET UNIT HEATERS SMALLER THAN LOUVER FRAME, PROVIDE TRANSITION TO LOUVER'S FULL PERIMETER. SEAL G. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY, RETURN, AND EXHAUST SYSTEMS 2. OATEY; WWW.OATEY.COM. PLUMBING FIXTURES A. MANUFACTURERS, AS SCHEDULED ON DRAWINGS OR APPROVED EQUAL. TO LOUVER FRAME AND DUCT. WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS AS REQUIRED FOR AIR BALANCING. B. VALVE MANUFACTURERS: PART 1 GENERAL B. COILS: EVENLY SPACED ALUMINUM FINS MECHANICALLY BONDED TO COPPER TUBES, 2.04 MANUFACTURED DUCTWORK AND FITTINGS INSTALL MINIMUM 2 DUCT WIDTHS FROM DUCT TAKE-OFF. 1, IPS CORPORATION/WATER-TITS; WWW.IPSCORP,COM, 1.01 SECTION INCLUDES DESIGNED FOR 100 PSI AND 220 DEGREES F. A. DOUBLE WALL INSULATED ROUND DUCTS: ROUND SPIRAL LOCKSEAM DUCT WITH H. PROVIDE BALANCING DAMPERS ON DUCT TAKE-OFF TO DIFFUSERS, GRILLES, AND 2. ZURN INDUSTRIES, INC; WWW.ZURN.COM. A. WATER CLOSETS. C. CABINET: 0,0598 INCH STEEL WITH EXPOSED CORNERS AND EDGES ROUNDED, EASILY GALVANIZED STEEL OUTER WALL, PERFORATED GALVANIZED STEEL INNER WALL; FITTING REGISTERS, REGARDLESS OF WHETHER DAMPERS ARE SPECIFIED AS PART OF THE DIFFUSER, GRILLE, OR REGISTER ASSEMBLY. s C. DESCRIPTION: PLASTIC PREFORMED ROUGH-IN BOX WITH BRASS VALVES WITH WHEEL B. URINALS. REMOVED PANELS, GLASS FIBER INSULATION AND INTEGRAL AIR OUTLET, WITH SOLID INNER WALL. 0 0 HANDLE, SLIP IN FINISHING COVER. C. LAVATORIES. D. FINISH: FACTORY APPLIED BAKED PRIMER COAT ON VISIBLE SURFACES OF ENCLOSURE OR 1. MANUFACTURE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - SECTION 15850 2.06 BACKFLOW PREVENTERS CABINET. METAL AND FLEXIBLE. AIR DISTRIBUTION DEVICES U D. SINKS. 2. INSULATION: „Q A. REDUCED PRESSURE BACKFLOW PREVENTERS: E. SERVICE SINKS MOP BASINS. E. FANS: CENTRIFUGAL FORWARD-CURVED DOUBLE-WIDTH WHEELS, STATICALLY ANDa. THICKNESS: 1 INCH. PART 1 GENERAL d 1. ASSE 1013; BRONZE BODY WITH BRONZE INTERNAL PARTS AND STAINLESS STEEL / DYNAMICALLY BALANCED, DIRECT DRIVEN. 1.01 SECTION INCLUDES COLLII SPRINGS; TWO INDEPENDENTLY OPERATING, SPRING LOADED CHECK VALVES; DIAPHRAGM F. DRINKING FOUNTAINS/ELECTRIC WATER COOLERS. F. MOTOR: TAP WOUND MULTIPLE SPEED PERMANENT SPLIT CAPACITOR WITH SLEEVE B. FLEXIBLE DUCTS: BLACK POLYMER FILM SUPPORTED BY HELICALLY WOUND SPRING r TYPE DIFFERENTIAL PRESSURE RELIEF VALVE LOCATED BETWEEN CHECK VALVES; THIRD PART 2 PRODUCTS BEARINGS, RESILIENTLY MOUNTED. STEEL WIRE. A. DIFFUSERS, ct CHECK VALVE THAT OPENS UNDER BACK PRESSURE IN CASE OF DIAPHRAGM FAILURE; 1. UL LABELED. B. REGISTERS/GRILLES. A. SEE FIXTURE SCHEDULE ON DRAWINGS, G. CONTROL: MULTIPLE SPEED SWITCH, FACTORY WIRED, LOCATED IN CABINET, NON-THREADED VENT OUTLET; ASSEMBLED WITH TWO GATE VALVES, AND FOUR TEST 2. INSULATION: FIBERGLASS INSULATION WITH POLYETHYLENE VAPOR BARRIER FILM. PART 2 PRODUCTS 0 COCKS. SHALL BE COMPLETE WITH AIR GAP FITTING AND INLET STRAINER. PART 3 EXECUTION H. FILTER: EASILY REMOVED 1 INCH THICK GLASS FIBER THROW-AWAY TYPE, LOCATED TO CC FILTER AIR BEFORE COIL. 3. PRESSURE RATING: 10 INCHES WG POSITIVE AND 0.5 INCHES WG NEGATIVE, 2.01 MANUFACTURERS, AS SCHEDULED ON DRAWINGS OR APPROVED EQUAL. 2.07 SUMPS AND INTERCEPTORS 3.01 EXAMINATION 4. MAXIMUM VELOCITY: 4000 FPM. W A. GREASE INTERCEPTORS: A. VERIFY THAT WALLS AND FLOOR FINISHES ARE PREPARED AND READY FOR INSTALLATION I. MIXING DAMPERS: WHERE INDICATED, MIXING SECTIONS WITH DAMPERS. 5. TEMPERATURE RANGE: -20 DEGREES F TO 175 DEGREES F. 2.02 ROUND CEILING DIFFUSERSCOI 14 1. CONSTRUCTION: OF FIXTURES. J. CAPACITY: AS SCHEDULED, BASED ON 65 DEGREE F ENTERING AIR TEMPERATURE, 180 A. TYPE: ROUND, ADJUSTABLE PATTERN, STAMPED OR SPUN, MULTI-CORE DIFFUSER TO 2.05 CASINGS m a. MATERIAL: EPDXY COATED FABRICATED STEEL B. VERIFY THAT ELECTRIC POWER IS AVAILABLE AND OF THE CORRECT CHARACTERISTICS. DEGREE F AVERAGE WATER TEMPERATURE. DISCHARGE AIR IN 360 DEGREE PATTERN, WITH SECTORIZING BAFFLES WHERE INDICATED. 0 A. FABRICATE CASINGS IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS DIFFUSER COLLAR SHALL PROJECT NOT MORE THAN 1 INCH ABOVE CEILING. IN PLASTER th b. ROUGH-1N: ON FLOOR. C. CONFIRM THAT MILLWORK IS CONSTRUCTED WITH ADEQUATE PROVISION FOR THE K. ELECTRICAL CHARACTERISTICS: AS SCHEDULED ON DRAWINGS - METAL AND FLEXIBLE, AND CONSTRUCT FOR OPERATING PRESSURES INDICATED, CEILINGS, PROVIDE PLASTER RING AND CEILING PLAQUE, 12 8c. ACCESSORIES: MULTI-WEIR BAFFLE ASSEMBLY, INTEGRAL DEEP SEAL TRAP, INSTALLATION OF COUNTER TOP LAVATORIES AND SINKS. 2.03 ELECTRIC HEATERS B. MOUNT FLOOR MOUNTED CASINGS ON 4 INCH HIGH CONCRETE CURBS. AT FLOOR, RIVET B. FABRICATION: STEEL WITH BAKED ENAMEL FINISH. 4 8 N co REMOVABLE INTEGRAL FLOW CONTROL, SEDIMENT BUCKET, 3.02 PREPARATION A. MANUFACTURERS, AS SCHEDULED ON DRAWINGS OR APPROVED EQUAL PANELS ON 8 INCH CENTERS TO ANGLES. WHERE FLOORS ARE ACOUSTICALLY INSULATED, , d. COVER: STEEL, EPDXY COATED, NON-SKID WITH GASKET, SECURING HANDLE, AND PROVIDE LINER OF 18 GAGE GALVANIZED EXPANDED METAL MESH SUPPORTED AT 12 INCH C. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURERS STANDARD RANGE. a Z ENZYME INJECTION PORT, RECESSED FOR FLOOR FINISH. A. ROUGH-IN FIXTURE PIPING CONNECTIONS IN ACCORDANCE WITH MINIMUM SIZES INDICATED B. ASSEMBLY: UL LISTED AND LABELED ASSEMBLY WITH TERMINAL BOX AND COVER, AND CENTERS, TURNED UP 12 INCHES AT SIDES WITH SHEET METAL SHIELDS. D. ACCESSORIES: RADIAL OPPOSED BLADE DAMPER AND MULTI-LOUVERED EQUALIZING GRID IN FIXTURE ROUGH-IN SCHEDULE FOR PARTICULAR FIXTURES, BUILT-IN CONTROLS. U0 y rt 2. UNIT RATING: SEE DRAWINGS FOR CAPACITY. C. REINFORCE DOOR FRAMES WITH STEEL ANGLES TIED TO HORIZONTAL AND VERTICAL WITH DAMPER ADJUSTABLE FROM DIFFUSER FACE, 3.03 INSTALLATION C. HEATING ELEMENTS: ENCLOSED COPPER TUBE, ALUMINUM FINNED ELEMENT OF COILED Z 0 2.08 MIXING VALVES NICKEL-CHROME RESISTANCE WIRE CENTERED IN TUBES AND EMBEDDED IN REFRACTORY PLENUM SUPPORTING ANGLES. INSTALL HINGED ACCESS DOORS WHERE INDICATED OR 2.03 RECTANGULAR CEILING DIFFUSERS (� 'iC A. INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR SERVICING AND CLEANING. REQUIRED FOR ACCESS TO EQUIPMENT FOR CLEANING AND INSPECTION, II- Gf A. THERMOSTATIC MIXING VALVES: MATERIAL. A. TYPE: SQUARE, STAMPED, MULTI-CORE DIFFUSER TO DISCHARGE AIR IN 360 DEGREE B. PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES TO FIXTURES WITH LOOSE KEY {3 z 1. VALVE: CHROME PLATED CAST BRASS BODY, STAINLESS STEEL OR COPPER ALLOY AND ESCUTCHEONS. D. CABINET: 0.0478 INCH STEEL WITH EASILY REMOVED FRONT PANEL WITH INTEGRAL AIR PART 3 EXECUTION PATTERN WITH SECTORIZING BAFFLES WHERE INDICATED. z S Q STOPS, REDUCERS, BELLOWS, INTEGRAL TEMPERATURE ADJUSTMENT. OUTLET AND INLET GRILLES. 3.01 INSTALLATION B. FRAME: SURFACE MOUNT TYPE. IN PLASTER CEILINGS, PROVIDE PLASTER FRAME AND = Cl) J C. INSTALL COMPONENTS LEVEL AND PLUMB. Cl) �.. I' 2. CAPACITY: SEE DRAWINGS FOR CAPACITIES E. ELEMENT HANGERS: QUIET OPERATING, BALL BEARING CRADLE TYPE PROVIDING A. INSTALL, SUPPORT, AND SEAL DUCTS IN ACCORDANCE WITH SMACNA HVAC DUCT CEILING FRAME. PROVIDE FLANGED FRAME FOR SUSPENDED LAYIN CEILINGS d le- IC 3. ACCESSORIES: D. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL SUPPORTS AND BOLTS. UNRESTRICTED LONGITUDINAL MOVEMENT, ON ENCLOSURE BRACKETS. CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. C. FABRICATION: STEEL WITH BAKED ENAMEL FINISH. It 2 a. CHECK VALVE ON INLETS. E. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT. F. FAN: DIRECT DRIVE PROPELLER TYPE, STATICALLY AND DYNAMICALLY BALANCED, WITH FAN B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. b. VOLUME CONTROL SHUT-OFF VALVE ON OUTLET. F. SOLIDLY ATTACH WATER CLOSETS TO FLOOR WITH LAG SCREWS. LEAD FLASHING IS NOT GUARD. C. DURING CONSTRUCTION PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED E. ACCESSORIES: ROUND TO SQUARE ADAPTORS, RADIAL OPPOSED BLADE DAMPER AND Project 1389 c. STEM THERMOMETER ON OUTLET. INTENDED HOLD FIXTURE IN PLACE. G. MOTOR: PERMANENTLY LUBRICATED, SLEEVE BEARINGS FOR HORIZONTAL MODELS, BALL POLYETHYLENE ON OPEN DUCTWORK TO PREVENT CONSTRUCTION DUST FROM ENTERING MULTI-LOUVERED EQUALIZING GRID WITH DAMPER ADJUSTABLE FROM DIFFUSER FACE. No; 1E d. STRAINER STOP CHECKS ON INLETS. 3.04 INTERFACE WITH WORK OF OTHER SECTIONS BEARINGS FOR VERTICAL MODELS. DUCTWORK SYSTEM. Drawn 13y: KG PART 3 EXECUTION CEILING SUPPLY REGISTERS/GRN L FS A. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION AND SIZE OF FIXTURES AND H. CONTROL: SEPARATE FAN SPEED SWITCH AND THERMOSTAT HEAT SELECTOR SWITCH, D. FLEXIBLE DUCTS: CONNECT TO METAL DUCTS WITH ADHESIVE AND MANUFACTURER'S A. TYPE: STREAMLINED AND INDIVIDUALLY ADJUSTABLE CURVED BLADES TO DISCHARGE AIR 3.01 INSTALLATION OPENINGS BEFORE ROUGH-IN AND INSTALLATION. FACTORY WIRED, WITH SWITCHES BUILT-IN BEHIND COVER. PROVIDE THERMAL OVERLOAD. PLASTIC DRAW BANDS. ALONG FACE OF GRILLE, ONE-WAY DEFLECTION. Date Issue A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.05 ADJUSTING I. ELECTRICAL CHARACTERISTICS: E. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. FOR LINED DUCTS, MAINTAIN 2-29••21 FOR LL REVEW B. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED A. ADJUST STOPS OR VALVES FOR INTENDED WATER FLOW RATE TO FIXTURES WITHOUT 1. AS SCHEDULED ON DRAWINGS. SIZES INSIDE LINING. B. FRAME: 1-1/4 INCH MARGIN WITH COUNTERSUNK SCREW MOUNTING AND GASKET. CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL, ENSURE CLEARANCE AT SPLASHING, NOISE, OR OVERFLOW. 2. DISCONNECT SWITCH: FACTORY MOUNT DISCONNECT SWITCH, F. LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL C. FABRICATION: ALUMINUM EXTRUSIONS WITH FACTORY ENAMEL FINISH, 947-21 FOR PERMIT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. 3.06 CLEANING PART 3 EXECUTION OPERATING AND MAINTENANCE ACTIVITIES. D. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. C. ENCASE EXTERIOR CLEANOUTS IN CONCRETE FLUSH WITH GRADE. A. CLEAN PLUMBING FIXTURES AND EQUIPMENT. 3.01 INSTALLATION G. USE CRIMP JOINTS WITH OR WITHOUT BEAD FOR JOINING ROUND DUCT SIZES 8 INCH E. DAMPER: INTEGRAL, GANG-OPERATED, OPPOSED BLADE TYPE WITH REMOVABLE KEY D. INSTALL FLOOR CLEANOUTS AT ELEVATION TO ACCOMMODATE FINISHED FLOOR, 3.07 PROTECTION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. AND SMALLER WITH CRIMP IN DIRECTION OF AIR FLOW. OPERATOR, OPERABLE FROM FACE. E INSTALL APPROVED PORTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE A. PROTECT INSTAL I FD PRODUCTS FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION B. INSTALL EQUIPMENT EXPOSED TO FINISHED AREAS AFTER WALLS AND CEILING ARE H. USE DOUBLE NUTS AND LOCK WASHERS ON THREADED ROD SUPPORTS. 2.05 CEILING EXHAUST AND RETURN REGISTERS/GRILLES CONTAMINATION OF DOMESTIC WATER MAY OCCUR; ON BOILER FEED WATER LINES, JANITOR OPERATIONS. FINISHED AND PAINTED. DO NOT DAMAGE EQUIPMENT OR FINISHES. I. CONNECT TERMINAL UNITS TO SUPPLY DUCTS DIRECTLY OR WITH FIVE FOOT MAXIMUM A. TYPE: STREAMLINED BLADES, 3/4 INCH MINIMUM DEPTH, 3/4 INCH MAXIMUM SPACING, ROOMS, FIRE SPRINKLER SYSTEMS, PREMISE ISOLATION, IRRIGATION SYSTEMS, FLUSH B. DO NOT PERMIT USE OF FIXTURES BY CONSTRUCTION PERSONNEL. LENGTH OF FLEXIBLE DUCT. DO NOT USE FLEXIBLE DUCT TO CHANGE DIRECTION. WITH BLADES SET AT 45 DEGREES, VERTICAL FACE, VALVES, INTERIOR AND EXTERIOR HOSE BIBBS. C. PROTECTION: PROVIDE FINISHED CABINET UNITS WITH PROTECTIVE COVERS DURING F. PIPE RELIEF FROM BACKFLOW PREVENTER TO NEAREST DRAIN. C. REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE DATE OF SUBSTANTIAL COMPLETION. BALANCE OF CONSTRUCTION. J. CONNECT DIFFUSERS OR LIGHT TROFFER BOOTS TO LOW PRESSURE DUCTS DIRECTLY OR B. FRAME: 1-1/4 INCH MARGIN WITH COUNTERSUNK SCREW MOUNTING. D. UNIT HEATERS: HANG FROM BUILDING STRUCTURE, WITH PIPE HANGERS ANCHORED TO WITH 5 FEET MAXIMUM LENGTH OF FLEXIBLE DUCT HELD IN PLACE WITH MANUFACTURER'S G. INSTALL WATER HAMMER ARRESTORS COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON SECTION 15430 BUILDING, NOT FROM PIPING. MOUNT AS HIGH AS POSSIBLE TO MAINTAIN GREATEST PLASTIC DRAW BAND. HOT AND COLD WATER SUPPLY PIPING TO ALL FIXTURES WITH QUICK CLOSING FITTINGS. HEADROOM UNLESS OTHERWISE INDICATED. K. AT EXTERIOR WALL LOUVERS, SEAL DUCT TO LOUVER FRAME. PLUMBING EQUIPMENT E. CABINET UNIT HEATERS: INSTALL AS INDICATED. COORDINATE TO ASSURE CORRECT 3.02 CLEANING SECTION 15300 PART 1 PRODUCTS RECESS SIZE FOR RECESSED UNITS. A. CLEAN DUCT SYSTEM AND FORCE AIR AT HIGH VELOCITY THROUGH DUCT TO REMOVE LANDLORD COMMENT/APPROVAL FIRE PROTECTION 1.01 WATER HEATER MANUFACTURERS, AS SCHEDULED ON DRAWINGS OR APPROVED EQUAL. F. UNIT VENTILATORS: LOCATE AS INDICATED, LEVEL AND SHIM UNITS, AND ANCHOR TO ACCUMULATED DUST. TO OBTAIN SUFFICIENT AIR, CLEAN HALF THE SYSTEM AT A TIME. 1.02 COMMERCIAL GAS FIRED WATER HEATERS STRUCTURE. COORDINATE EXACT LOCATION OF WALL LOUVERS. INSTALL SHELVING AND PROTECT EQUIPMENT THAT COULD BE HARMED BY EXCESSIVE DIRT WITH TEMPORARY A. TYPE: AUTOMATIC NATURAL GAS-FIRED VERTICAL STORAGE. AUXILIARY CABINETRY. PROVIDE WALL TRIM PIECES FOR CONTINUOUS WALL-TO-WALL FILTERS, OR BYPASS DURING CLEANING. PART 1 GENERAL ' INSTALLATION. B. CLEAN EXISTING DUCTWORK WHERE REUSED, USING THE LATEST NADCA STANDARDS FOR B. PERFORMANCE, AS SCHEDULED ON DRAWINGS. 1.01 SECTION INCLUDES G. UNITS WITH COOLING COILS: CONNECT DRAIN PAN TO CONDENSATE DRAIN. EXISTING DUCTWORK. a C. TANK: GLASS LINED WELDED STEEL ASME LABELLED; MULTIPLE FLUE PASSAGES, 4 INCH tri d e re ��'f e Only A. SYSTEM DESIGN, INSTALLATION, AND CERTIFICATION. H. INSTALL ELECTRIC HEATING EQUIPMENT INCLUDING DEVICES FURNISHED BY MANUFACTURER DIAMETER INSPECTION PORT, THERMALLY INSULATED WITH MINIMUM 2 INCHES GLASS FIBER, BUT NOT FACTORY-MOUNTED. FURNISH COPY OF MANUFACTURER'S WIRING DIAGRAM SECTION 15820 { ,i ;zl ) } 115 permit PART 2 PRODUCTS ENCASED IN CORROSION-RESISTANT STEEL JACKET; BAKED-ON ENAMEL FINISH; FLOOR 2.01 SPRINKLER SYSTEM SHIELD AND LEGS. SUBMITTAL. INSTALL ELECTRICAL WIRING IN ACCORDANCE WITH MANUFACTURER'S DUCT ACCESSORIES A. SPRINKLER SYSTEM: SUBCONTRACT SPRINKLER WORK TO A LICENSED SPRINKLER TRADE. D. ACCESSORIES: PROVIDE: SUBMITTALS AND SECTION 16155. 1. WATER CONNECTIONS: BRASS. 3.02 CLEANING PART 1 GENERAL B. SPRINKLER SYSTEM: (PROVIDE COVERAGE FOR ENTIRE BUILDING) TOTALLY SEPARATE A. AFTER CONSTRUCTION IS COMPLETED, INCLUDING PAINTING CLEAN EXPOSED SURFACES OF 1.01 SECTION INCLUDES MECHANICAL & PLUMING SPRINKLER COVERAGE. SYSTEM SHALL BE DESIGNED, INSTALLED AS REQUIRED TO SECURE 2. DIP TUBE: BRASS. SPECIFICATIONS THE BEST POSSIBLE INSURANCE RATES ON BUILDING CONTENTS. 3. HEAT TRAP. UNITS. VACUUM CLEAN COILS AND INSIDE OF CABINETS. A. AIR TURNING DEVICES f EXTRACTORS. C. FABRICATION: STEEL WITH 20 GAGE MINIMUM FRAMES AND 22 GAGE MINIMUM BLADES, 8.FOR INOCCUPIED COOLING, OUTSIDE AIR DAMPER SHALL CLOSE AND RETURN AIR STEEL AND ALUMINUM WITH 20 GAGE MINIMUM FRAME, OR ALUMINUM EXTRUSIONS, WITH DAMPER SHALL OPEN. SYSTEM SHALL MAINTAIN NIGHT SETBACK TEMPERATURE. FACTORY BAKED ENAMEL FINISH. o 3.03 ELECTRICAL ROOMS 0D. COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. A. ON ROOM TEMPERATURES ABOVE 95 DEGREES F OPEN INTAKE DAMPER AND START E. DAMPER: INTEGRAL, GANG-OPERATED, OPPOSED BLADE TYPE WITH REMOVABLE KEY EXHAUST FAN. > OPERATOR, OPERABLE FROM FACE WHERE NOT INDIVIDUALLY CONNECTED TO EXHAUST co cv° 0 FANS, 3.04 UNIT HEATERS PART 3 EXECUTION A. SINGLE TEMPERATURE ELECTRIC ROOM THERMOSTAT MAINTAINS CONSTANT SPACE _ co p 3.01 INSTALLATION EXCHANGER/ X a cso A. TEMPERATURE OF 68 DEGREES F BY CYCLING UNIT HEAT EXCHANGER GAS VALVE ANDI b a FAN MOTOR. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. SINGLE TEMPERATURE ROOM THERMOSTAT SET AT 68 DEGREES F MAINTAINS CONSTANT o PI W gra B. CHECK LOCATION OF OUTLETS AND INLETS AND MAKE NECESSARY ADJUSTMENTS IN SPACE TEMPERATURE BY CYCLING UNIT FAN MOTOR AND ENERGIZING ELECTRIC HEATING ry Vi POSMON TO CONFORM WITH ARCHITECTURAL FEATURES, SYMMETRY, AND LIGHTING ELEMENTS. INTEGRAL THERMOSTAT CONTINUES FAN OPERATION UNTIL ELEMENT O > N grawstratineaffamegangfesmat � 0N ARRANGEMENT. TEMPERATURE FALLS BELOW 100 DEGREES F. C. INSTALL DIFFUSERS TO DUCTWORK WITH AIR TIGHT CONNECTION. SECTION 15950 D. PROVIDE BALANCING DAMPERS ON DUCT TAKE-OFF TO DIFFUSERS, AND GRILLES ANDCC UJ REGISTERS, DESPITE WHETHER DAMPERS ARE SPECIFIED AS PART OF THE DIFFUSER, OR TESTING, ADJUSTING, AND BALANCINGwi he GRILLE AND REGISTER ASSEMBLY. E. PAINT DUCTWORK VISIBLE BEHIND AIR OUTLETS AND INLETS MATTE BLACK. PART 1 GENERAL CL. CZ 1.01 SECTION INCLUDES SECTION 15940 A. TESTING, ADJUSTMENT, AND BALANCING OF AIR SYSTEMS. is* INSRAIN B. TESTING, ADJUSTMENT, BALANCING OF REFRIGERATING SYSTEMS. HVAC SEQUENCE OF OPERATIONCO AND C. MEASUREMENT OF FINAL OPERATING CONDITION OF HVAC SYSTEMS. I PART 1 GENERAL 1.02 SUBMITTALS 0 1.01 SECTION INCLUDES A. TAB PLAN: SUBMIT A WRIIIEN PLAN INDICATING THE TESTING, ADJUSTING, AND BALANCING a US STANDARD TO BE FOLLOWED AND THE SPECIFIC APPROACH FOR EACH SYSTEM AND A. THIS SECTION DEFINES THE MANNER AND METHOD BY WHICH CONTROLS FUNCTION. COMPONENT. REQUIREMENTS FOR EACH TYPE OF CONTROL SYSTEM OPERATION ARE SPECIFIED. 1. INCLUDE CERTIFICATION THAT THE PLAN DEVELOPER HAS REVIEWED THE CONTRACT EQUIPMENT, DEVICES, AND SYSTEM COMPONENTS REQUIRED FOR CONTROL SYSTEMS ARE DOCUMENTS, THE EQUIPMENT AND SYSTEMS, AND THE CONTROL SYSTEM WITH THE SPECIFIED IN OTHER SECTIONS. ARCHITECT AND OTHER INSTALLERS TO SUFFICIENTLY UNDERSTAND THE DESIGN INTENT A c-., 1.02 SUBMITTALS FOR EACH SYSTEM. . ^4yrie j A. SEQUENCE OF OPERATION DOCUMENTATION: SUBMIT WRITTEN SEQUENCE OF OPERATION 2. INCLUDE AT LEAST THE FOLLOWING IN THE PLAN: 4""�'+ N LU mac'' 4r --- 4th FOR ENTIRE HVAC SYSTEM AND EACH PIECE OF EQUIPMENT. a. LIST OF ALL AIR FLOW, WATER FLOW, SOUND LEVEL, SYSTEM CAPACITY AND '� rt. , C) . tr. 1. PREFACE: 1 OR 2 PARAGRAPH OVERVIEW NARRATIVE OF THE SYSTEM DESCRIBING ITS EFFICIENCY MEASUREMENTS TO BE PERFORMED AND A DESCRIPTION OF SPECIFIC IT Z g! `R" w >. Z N PURPOSE, COMPONENTS AND FUNCTION. TEST PROCEDURES, PARAMETERS, FORMULAS TO BE USED. t> :,x un - ac A' 1° -- co 2. STATE EACH SEQUENCE IN SMALL SEGMENTS AND GIVE EACH SEGMENT A UNIQUE b. COPY OF FIELD CHECKOUT SHEETS AND LOGS TO BE USED, LISTING EACH PIECE OF 'cG '.'- r "' ,. it%R 4' NUMBER FOR REFERENCING IN FUNCTIONAL TEST PROCEDURES; PROVIDE A COMPLETE EQUIPMENT TO BE TESTED, ADJUSTED AND BALANCED WITH THE DATA CELLS TO BE Y� 4 DESCRIPTION REGARDLESS OF THE COMPLETENESS AND CLARITY OF THE SEQUENCES GATHERED FOR EACH. j6, w SPECIFIED IN THE CONTRACT DOCUMENTS. c. DISCUSSION OF WHAT NOTATIONS AND MARKINGS WILL BE MADE ON THE DUCT AND 3. INCLUDE AT LEAST THE FOLLOWING SEQUENCES: PIPING DRAWINGS DURING THE PROCESS. a. START-UP. d. FINAL TEST REPORT FORMS TO BE USED. Design and construction documents as trtrtmwds of serstoe err Overt In ooredinoe b. WARM-UP MODE. e. PROCEDURES FOR FORMAL DEFICIENCY REPORTS, INCLUDING SCOPE, FREQUENCY and worsen the property of Christopher F. c. NORMAL OPERATING MODE. AND DISTRIBUTION. Mtsrho,Arohlttot. The use of this deign end d. UNOCCUPIED MODE. C. FINAL REPORT: INDICATE DEFICIENCIES IN SYSTEMS THAT WOULD PREVENT PROPER TESTING, othert projeetrim d tenth I *Achy prohibited without expressed written e. SHUTDOWN. ADJUSTING, AND BALANCING OF SYSTEMS AND EQUIPMENT TO ACHIEVE SPECIFIED oon.ent of Christopher F. Werke,Architect f. CAPACITY CONTROL SEQUENCES AND EQUIPMENT STAGING. PERFORMANCE. g. TEMPERATURE AND PRESSURE CONTROL, SUCH AS SETBACKS, SETUPS, RESETS, ETC. 1. REVISE TAB PLAN TO REFLECT ACTUAL PROCEDURES AND SUBMIT AS PART OF FINAL h. DETAILED SEQUENCES FOR ALL CONTROL STRATEGIES, SUCH AS ECONOMIZER REPORT. CONTROL, OPTIMUM START/STOP, STAGING, OPTIMIZATION, DEMAND LIMITING, ETC. 2. SUBMIT DRAFT COPIES OF REPORT FOR REVIEW PRIOR TO FINAL ACCEPTANCE OF i. EFFECTS OF POWER OR EQUIPMENT FAILURE WITH ALL STANDBY COMPONENT PROJECT. PROVIDE FINAL COPIES FOR ARCHITECT AND FOR INCLUSION IN OPERATING FUNCTIONS. AND MAINTENANCE MANUALS. j. SEQUENCES FOR ALL ALARMS AND EMERGENCY SHUT DOWNS, 3. INCLUDE ACTUAL INSTRUMENT LIST, WITH MANUFACTURER NAME, SERIAL NUMBER, AND DATE OF CALIBRATION. k. SEASONAL OPERATIONAL DIFFERENCES AND RECOMMENDATIONS. 4. FORM OF TEST REPORTS: WHERE THE TAB STANDARD BEING FOLLOWED RECOMMENDS I. INTERACTIONS AND INTERLOCKS WITH OTHER SYSTEMS. A REPORT FORMAT USE THAT; OTHERWISE, FOLLOW ASHRAE STD 111. 4. INCLUDE INITIAL AND RECOMMENDED VALUES FOR ALL ADJUSTABLE SEI IINGS, SETPOINTS 5. UNITS OF MEASURE: REPORT DATA IN I-P (INCH-POUND) UNITS. AND PARAMETERS THAT ARE TYPICALLY SET OR ADJUSTED BY OPERATING STAFF; AND PART 2 PRODUCTS - NOT USED ANY OTHER CONTROL SETTINGS OR FIXED VALUES, DELAYS, ETC. THAT WILL BE USEFUL DURING TESTING AND OPERATING THE EQUIPMENT. PART 3 EXECUTION 5. FOR PACKAGED CONTROLLED EQUIPMENT, INCLUDE MANUFACTURER'S FURNISHED 3.01 GENERAL REQUIREMENTS SEQUENCE OF OPERATION AMPLIFIED AS REQUIRED TO DESCRIBE THE RELATIONSHIP A. PERFORM TOTAL SYSTEM BALANCE IN ACCORDANCE WITH ONE OF THE FOLLOWING: BETWEEN THE PACKAGED CONTROLS AND THE CONTROL SYSTEM, INDICATING WHICH 1. AABC MN-1, AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE. POINTS ARE ADJUSTABLE CONTROL POINTS AND WHICH POINTS ARE ONLY MONITORED. 2. NEBB PROCEDURAL STANDARDS FOR TESTING ADJUSTING BALANCING OF ENVIRONMENTAL B. CONTROL SYSTEM DIAGRAMS: SUBMIT GRAPHIC SCHEMATIC OF THE CONTROL SYSTEM SYSTEMS. SHOWING EACH CONTROL COMPONENT AND EACH COMPONENT CONTROLLED, MONITORED, B. BEGIN WORK AFTER COMPLETION OF SYSTEMS TO BE TESTED, ADJUSTED, OR BALANCED AND In OR ENABLED. COMPLETE WORK PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. 1. LABEL WITH SETTINGS, ADJUSTABLE RANGE OF CONTROL AND LIMITS. 2. INCLUDE FLOW DIAGRAMS FOR EACH CONTROL SYSTEM, GRAPHICALLY DEPICTING C. WHERE HVAC SYSTEMS AND/OR COMPONENTS INTERFACE WITH LIFE SAFETY SYSTEMS, CONTROL LOGIC. INCLUDING FIRE AND SMOKE DETECTION, ALARM, AND CONTROL, COORDINATE SCHEDULING, U 3. INCLUDE THE SYSTEM AND COMPONENT LAYOUT OF ALL EQUIPMENT THAT THE CONTROL TESTING AND INSPECTION PROCEDURES WITH THE AUTHORITIES HAVING JURISDICTION. SYSTEM MONITORS, ENABLES OR CONTROLS, EVEN IF THE EQUIPMENT IS PRIMARILY D. TAB AGENCY QUALIFICATIONS: mum S CONTROLLED BY PACKAGED OR INTEGRAL CONTROLS. 1. COMPANY SPECIALIZING IN THE TESTING, ADJUSTING, AND BALANCING OF SYSTEMS 4. INCLUDE ALL MONITORING, CONTROL AND VIRTUAL POINTS SPECIFIED IN ELSEWHERE. SPECIFIED IN THIS SECTION. 5. INCLUDE A KEY TO ALL ABBREVIATIONS. E. TAB SUPERVISOR AND TECHNICIAN QUALIFICATIONS: CERTIFIED BY SAME ORGANIZATION AS 1MM Lt1 C. POINTS LIST: SUBMIT LIST OF ALL CONTROL POINTS INDICATING AT LEAST THE TAB AGENCY. U 4 FOLLOWING FOR EACH POINT. 3.02 AIR SYSTEM PROCEDUREO. IIILI CO 1. NAME OF CONTROLLED SYSTEM. A. PRIOR TO COMMENCING WITH THE BALANCING WORK THE BALANCING CONTRACTOR SHALL INSPECT THE r 2. POINT ABBREVIATION. DUCTWORK INSTALLATION TO DETERMINE IF ALL REQUIRED BALANCING DAMPERS AND ACCESS DOOR 3. POINT DESCRIPTION; SUCH AS DRY BULB TEMPERATURE, AIRFLOW, ETC. PANELS HAVE BEEN INSTALLED. DO NOT USE OUTLET OBD FOR BALANCING. 4. DISPLAY UNIT, B. PRIOR TO SCHEDULING THE EDC, THE HVAC SUBCONTRACTOR SHALL VERIFY THAT; THE SHIPPING MINI 5. CONTROL POINT OR SETPOINT (YES / NO); I.E. A POINT THAT CONTROLS EQUIPMENT BLOCKS HAVE BEEN REMOVED, ALL OF THE AIR CONDITIONING UNITS ARE OPERATIONAL, DUCTWORK, GAS CC PIPING, CONDENSATE PIPING, POWER WIRING AND CONTROL WIRING HAVE BEEN INSTALLED. AND CAN HAVE ITS SETPOINT CHANGED. '1041 6. MONITORING POINT (YES / NO); I.E. A POINT THAT DOES NOT CONTROL OR C. THE HVAC SUBCONTRACTOR SHALL PROVIDE AT THEIR COST A QUALIFIED SERVICE TECHNICIAN TO BECril CONTRIBUTE TO THE CONTROL OF EQUIPMENT BUT IS USED FOR OPERATION, PRESENT DURING THE EQUIPMENT OPERATION CHECK. MAINTENANCE, OR PERFORMANCE VERIFICATION. D. ANY AND ALL DEFECTS IN THE AIR CONDITIONING UNITS, INSTALLATION AND SYSTEM OPERATION SHALL BE CORRECTED BY THE HVAC SUBCONTRACTOR WITHIN 30 DAYS AFTER THE DISTRIBUTION OF THE EOC (l) 7. INTERMEDIATE POINT (YES / NO); I.E. A POINT WHOSE VALUE IS USED TO MAKE A REPORT. FAILURE TO IDENTIFY A DEFECT DURING THE EOC DOES NOT RELIEVE THE HVAC CALCULATION WHICH THEN CONTROLS EQUIPMENT, SUCH AS SPACE TEMPERATURES THAT SUB-CONTRACTOR OF THE RESPONSIBILITY TO CORRECT SUBSEQUENTLY IDENTIFIED DEFECTS. C9 ARE AVERAGED TO A VIRTUAL POINT TO CONTROL RESET. Cr ��,., C4 E. ALL EQUIPMENT, INSTALLATION, DESIGN AND OPERATION DEFECTS DISCOVERED DURING THE INSTALLATION, 8. CALCULATED POINT (YES / NO); I.E. A "VIRTUAL' POINT GENERATED FROM CHECK, BALANCE AND OPERATION OF THE HVAC SYSTEM THAT REQUIRE A CHANGE IN THE DESIGN AND un, y Z hN CALCULATIONS OF OTHER POINT VALUES. SPECIFICATION OF THE HVAC SYSTEM OR ITS COMPONENTS MUST BE PROPERLY INCORPORATED BY D. PROJECT RECORD DOCUMENTS: RECORD ACTUAL LOCATIONS OF COMPONENTS AND CHANGE ORDER IN THE PROJECT CONSTRUCTION DOCUMENTS. N f� 4 0 SETPOINTS OF CONTROLS, INCLUDING CHANGES TO SEQUENCES MADE AFTER SUBMISSION F. BALANCE ALL FANS AIRFLOW WITHIN +10%/-5% OF DESIGN. REPLACE FAN DRIVE IF REQUIRED TO OF SHOP DRAWINGS. OBTAIN THE DESIGN CAPACITY. I- 3ai PART 2 PRODUCTS - NOT USED G. BALANCE OUTLETS AS FOLLOWS: 0 z SMALL AREAS WITH 1 OR 2 OUTLETS: +/-5% OF DESIGN z 3 Q PART 3 EXECUTION = -t LARGE AREAS WITH 3 OR MORE OUTLETS: +f-14% OF DESIGN 3.01 CABINET HEATERS H. REPORT IN WRITING ALL DEFICIENCIES AND PROBLEMS DISCOVERED, AS WELL AS COMPLETED BALANCING A. SINGLE TEMPERATURE ELECTRIC ROOM THERMOSTAT SET AT 68 DEGREES F MAINTAINS REPORT TO: THE HVAC SUBCONTRACTOR PRIOR TO COMPLETING THE BALANCING WORK. THIS REPORT ; ii L�L CONSTANT SPACE TEMPERATURE BY CYCLING UNIT FAN MOTOR. SHOULD INCLUDE THE "CAUSE" AND SUGGESTED "SOLUTION", IF KNOWN. B. SINGLE TEMPERATURE THERMOSTAT ON RETURN HEATING WATER LINE FROM FLOOR I. THE AIR CONDITIONING UNITS SHALL BE BALANCED IN THE MINIMUM OUTSIDE AIR MODE. THE OUTSIDE MOUNTED CABINET HEATERS DE-ENERGIZES UNIT ON TEMPERATURES BELOW 95 DEGREES AIR DAMPER "% MINIMUM OPEN POSITION" AND THE "METHOD" USED SHALL BE INCLUDED IN THE Project Na: IBM F. BALANCING REPORT. ALSO MEASURE AND REPORT THE FAN OPERATING DATA FOR UNITS WITH C. SINGLE TEMPERATURE ROOM THERMOSTAT SET AT 68 DEGREES F MAINTAINS CONSTANT ECONOMIZERS IN THE 100% OUTSIDE AIR MODE. $Y KG SPACE TEMPERATURE BY CYCLING UNIT FAN MOTOR AND ELECTRIC HEATING ELEMENTS. J. CORRECTION OF DEFECTS: REQUIRED WITHIN 30 DAYS OF THE DISTRIBUTION OF THE BALANCING REPORT, DateIssue INTEGRAL THERMOSTAT CONTINUES FAN OPERATION UNTIL ELEMENT TEMPERATURE FALLS 2_23-21 FOR LL FIEVEW BELOW 100 DEGREES F . 3.02 ROOFTOP AIR CONDITIONING UNIT SYSTEMS 3-11-21 FOR PERMIT A. TIME SCHEDULE: START AND STOP SUPPLY FANS. DETERMINE FAN STATUS THROUGH AUXILIARY CONTACTORS IN MOTOR STARTER. IF FAN FAILS TO START AS COMMANDED, SIGNAL ALARM. B. SAFETY DEVICES: 1. FREEZE PROTECTION: STOP FANS AND CLOSE OUTSIDE AIR DAMPERS IF TEMPERATURE BEFORE SUPPLY FAN IS BELOW 37 DEGREES F; SIGNAL ALARM. 2. HIGH TEMPERATURE PROTECTION: STOP FANS AND CLOSE OUTSIDE DAMPERS IF TEMPERATURE IN RETURN AIR IS ABOVE 300 DEGREES F; SIGNAL ALARM. 3. SMOKE DETECTOR: STOP FANS, CLOSE OUTSIDE DAMPERS, AND CLOSE SMOKE DAMPERS IF SMOKE IS DETECTED; SIGNAL ALARM. C. OUTSIDE, RETURN, AND RELIEF DAMPERS: 1. WHEN SUPPLY FAN IS NOT RUNNING, OUTSIDE AND RELIEF DAMPERS ARE CLOSED AND RETURN DAMPER IS OPEN. 2. WHEN SUPPLY FAN IS RUNNING, DAMPERS ARE CONTROLLED AND OPERATE WITH LANDLORD OMMENTIAPPROVAL. OUTSIDE AND RELIEF DAMPERS OPENING, AND RETURN DAMPER CLOSING. 3. FOR COOLING AND OUTSIDE AIR TEMPERATURES BELOW 55 DEGREES F, MODULATE DAMPERS TO MAINTAIN MIXED AIR TEMPERATURE OF 55 DEGREES F OR HIGHER. 4. FOR COOLING AND OUTSIDE AIR TEMPERATURES ABOVE 55 DEGREES F COMPARE RETURN AND OUTSIDE AIR TEMPERATURES, IF RETURN AIR TEMPERATURE IS LOWER, . , . r DRIVE OUTSIDE DAMPER TO MINIMUM, CLOSE RELIEF DAMPER, AND OPEN RETURN ,, - J► M p 3 s 0 DAMPER. .Nr''1''•: ;:,:';':11 ; ''vf i S--I I S permit 5. FOR OUTSIDE AIR TEMPERATURES ABOVE 79 DEGREES F, DRIVE OUTSIDE DAMPER TO MINIMUM AND OPEN RETURN DAMPER. 6. FOR OCCUPIED HEATING, DRIVE OUTSIDE DAMPER TO MINIMUM AND OPEN RETURN DAMPER. MECHANICAL & PLUMBING 7. FOR UNOCCUPIED HEATING, DRIVE OUTSIDE AIR DAMPER CLOSED AND RETURN AIR SPECIFICATIONS DAMPER TO FULLY OPEN. ® R0 0 0 H o g 0 0 0 1 m y mop 0 1 � � y` I I I I ct /1/— v a tom ° ri o E N I I LB- rp,_, r ce Ili 11111 ir...4 43 I Og _ d 3) (40 qr t �� FITTING s1 ;I e: �j i( — it -} . . - --- ii 1.-- _- I — ❑ ,rte B1 I I " ROOM #5 LB-5 t ----1tL---- _I _J --- '---- Yi r__IL ------_I----------_IE_----__j ---r t _ wri 2 1 j �D 4. i S1 sl r'Sir' �Ir,S-1e'�r s1 S1 +e'S1 S1 S1 Si1�' B3 . s 12.2.9) -- '119.2.211 LMYE L 9E 'i7..�.�� / ~1.I�-t111 B3 �r' . I I 1 1 a tL I B3 EXISTING - - , I . T L - -=L ;_ UNI-SEX HALLWAY ------- ---Ili i63 j 1 1 i i 1IS1iS1 S1( J D35` / -- I I ;--Ii_ ��`��¢ 9� 0 t ---\ i_Fii-i I lu o r' a - i cc IF -M );D:__!)— u—u -r I EM 1 -- 1 lb¢ __ _- 1 L..__ -.__. 1 - �—V, cc N xi '... ...... (E) a l -�' - 1 OD 9LB�3 1 0 I E O .� 2 °° 0 �� �.. c 4 -:1-G-1-±-71' ' 42 L �\` I EM® 1 LB-5 I LB-5 ;Eri .�,(6)/0. 8 �t�, �� �I a ew '^M LB-5 1 Pti t`f\ . 12S 4 \ . \ _ ----i Si, Si Si1 Si Si Si Si Si ---- ...1 Si I-I-- ' -� LB-5 B2/EM -- (E)Em ;. G G1 s D35� I D3S` / .. I • 4, I : I I 3 I FITT G � -----I �-7 -- H O Design end ooestruolb dominants es ' !JJ E EEM .- I f ,,, �; W r---- Design Memento of on.Ir ere h oarrldwo. w = ;; RO M #4 Li_ 2 I0 «td rwneki>M „at ChrMLopfMr F. ,,, f j '� x1Mina,M l & nM use of this dei s d + - _ 42` 4, I I I ltsss oonwuat►an deatrlMnbe for p.pa.. • f---N -: I -- I I - other Vim ar epedles proles weed Web 11 I 111111. 1 { 2 LB-3 FITTING __ SALES F_________l_._.__- 9. 61 ay preheated vfithote expressed twinge aord of awsepher F. �letty.,Aralt X _ 42° ROOM -- 1 w s-• - – - -�, I FFI EI i LB- ell l me FOYER ,,-.7. 1 Si --'��- Si Si Si B1 82/ESM/NL B1 S1 Si Si EOM WAS HOU$ED3S - I I L. i2S ` ` 4 € • Li— ---.0]-3 LB-5 B1 4— ' J ----,k FITT G -- - s 04 u LB-7 E) PANEL f - A . - � RO•M #3 ;LA; G1 G1 G G1 I B CD r. .u� $ 3 1 t V II III I I 111:1 in,E PANEL _ 83 LBrik __ HC FITTING I __ 1 i _ LB-13 42 4 ROOM #2 B3 Si S1 S1 S1 S1 Si 1-- __S1 Si S1 S1 r., —•-- � '+- + 1• D2S ` �$� _ U•U U U \ 1 ~` �. U �`k `, LB-7 63 7. ISA '4-- .--- --.(j-_ ___� 1 -----7-4 I �V V V V ti Ilii -7q---7P-------1--E= � W _�------- ----->-- 1 -'' 1 - 1 FITTING _ T ---r-- 1 t r r Ir-- -1— ,- I — - - ___ ---- -__- ___. I I I- �I t 83 1.,/ IFi E `• I '`' i I LB-4 1__--L- -1---- L 3 I I 1 I , I I �{-- 1 I T . III II II Ii 1, '- ---- ---_i_,- -I f q E 3 I -''- 3 I ROOM #1 i t I I I I €1 G II II Il 11 I i it y p I n ❑ I fj €..1 s_ n I n .-- _ -1,-------,T- v—_ It 3_ L _I_ J_ �_ I - - 1 JL I � II -- - I � I 1 � 24 LB-3 Am 42b VET (n I : 1 I I . U as a LIGHTING PLAN " 0W a N U.I J 0 W 1 b ( KEYED NOTE SCHEDULE CC RELAY PANEL SCHEDULE 4 SWITCH BANK LB-4; I , - LTG- SALES DOWNLUGHT Q O b 1. PROVIDE UNSWITCHED 'HOT' TO EMERGENCY & EXIT LIGHTING FROM COCCI I RELAY I CIRCUIT I LOAD DESCRIPTION I NOTES a b c d a ALL LINE VOLTAGE SWITCHES ARE TO BE LB-6: ' I JrLTG- SALES DOWNLIGHT NORMAL ROOM LIGHTING CIRCUIT AS INDICATED. ICC la Z co c 2. PROVIDE DUPLEX AT 42" FOR ILLUMINATED MIRROR. < 0 N 1 LB-4 LTG- SALES DOWNLIGHT 0 El CI El VIEW GANGED TOGETHER IN LB-7� �� LTG- SALES PENDANT- ' '�d 2 LB-6 LTG- SALES DOWNLIGHT - FLOOR.. SALES �SEE PLAN d-)14 LTG- STOREFRONT DOWNLIGHTS 3. NOT USED. 1.1.0 co C'! Z N I 3 LB-7 LTG- PENDANT/DOWNLIGHT - FOR LOCATION. a 4. SWITCH BANK LOCATION - REFER TO SWITCH BANK DETAIL AND a 2 0 LB-3; I I44 -5LTG- ILLUMINATED MIRRORS LIGHTING CONTROL SCHEMATIC ON THIS SHEET FOR INFORMATION. LANDLORD COMMENT/APPROVAL 3 0 4 LB-3 ILLUMINATED MIRRORS - f Di a 5 LB-9 LTG- FITTING ROOMS - LB-9; I I--I— --5 LTG- FITTING RM 5. LIGHTING CONTROL PANEL SEE E2.0 FOR ADDITIONAL INFORMATION. _ < 6 LB-11 NEON SIGN - 6. EXISTING LIGHTING IN THIS AREA TO REMAIN. FIXTURES TO BE Cl) LB-11; I —5 NEON SIGN CLEANED, REWIRED TO CIRCUIT SHOWN, AND RELAMPED AS A 7 LB-8 SIGN 0 SWITCH/DIMMER KEYED NOTES INDICATED. 8 SPARE - LB-8 S I I 5 SIGNAGE 1. WATTSTOPPER LVSW-1 00 LOW VOLTAGE SWITCH (or). OVERRIDE ROM No: 13882 N Waal. SWITCH TO ALLOW LIGHTING TO OPERATE FOR UP TO 2-HOURS 1. CAPITAL LIGHT SHALL PROVIDE WATTSTOPPER LP8S PEANUT LONGER DURING NORMALLY UN-OCCUPIED TIME. CiriVirl Et r CG RELAY PANEL. CONTACT KEVIN POLLEY 0 860-670-4595 OR Date Issue EMAIL AT KEVIN.POLLEYOCAPITALLIGHT.COM • 2-23-21 FOR LL IEVEW LB-2+---- 1— ——— a 3-17-21 FOR PERMIT WATTSTOPPER LIGHTING 1 CONTROL PANEL 1 LIGHTING CONTROL SCHEMATICS N.T.S. NOTES: CONTACT KEVIN POLLEY AT CAPITOL IJGHT FOR APPROVED SPEC AS NEEDED LANDLORD COMMENT/APPROVAL FOR QUESTIONS PLEASE CONTACT KEVIN POLLEY 0 860-670-4595 OR EMAIL AT KEVIN.POLLEYOCAPITOLLIGHT.COM Reference only \lot part of this permit E1 . O LIGHTING PLAN 0 0 m CD 7 7 co Ln CO I N m ID K 0 t I cc o d I c MASTER LIGHT FIXTURE SCHEDULE FABLETICS 0 c ci LIGHT FIXTURES LAMP C ' 0 mRI WATTAGE eig LU PICTURE DATE LOCATION TYPE DESCRIPTION PRE APPROVED MANUFACTURER:CATALOG # MOUNTING HEIGHT cm/ DESCRIPTION PRE APPROVED MANUFACTURERS:CATALOG tt Calculated VOLTAGE DIMMING Added/Modified Fix" W Load ,�yy� a8t Ce 0 W AMERICAN I IGHTI NG' HTL-UWW(LM TAPE1lum swim LLIHANGING LIGHTBOX PLANTER W/LED AMERICAN GHTING: ELV-601-24140W DRIVER) ( ,t 10) 3/4/2019 SALES FLOOR A SUSPENDED N/A 1 N/A N/A 4.4WATTS/LF 120V ELV 2/00KLED PAPE LIGHT AMERICAN LIGHTING: ELV-601-24(60W URIVER1, 2 LUTRON:DVELV300P WH (DIMMFR) Cg I r *" ROUND 3"LED RECESSED DOWNLIGHT, SOLAIS:XR3NC 010(FRAME IN KIS, '1 1/30/2020 ENTRY,HALLWAYS 01 3000K CCT,15 WATTS,FLOOD 40 DEGREE SOLAIS:XR3-DC-SV-SV !TRIM) RECESSED 8-3f 4" 1 INTEGRAL LED INTEGRAL LED 15 WATTS 120V 0 10V S BEAM SPREAD,SILVER REFLECTOR AND SOLAIS:Xm20/40c/30K/1450/BK !LED MCIDULEI �_ r1'7 SILVER FLANGE BLACK LED MODULE p tui a O C Z cp W. [7 ROUND 3"LED RECESSED DOWNLIGHT, O r ' N 3000K CCI, 15 WA1 LS, FLOOD 40 DEGREE SOLAIS:XR3NC-010(FRAME-IN KI T). 03 4, �� N F I BEAM SPREAD, SILVER REFLECTOR AND SQLAIS:XR3 DC SV-SV (TRIM). Cr- ,� 1/30/2020 ENTRY, HALLWAYS B2 SILVER FLANGE, BLACK LED MODULE, 50LAIS;Xrn20/40c/30a1450/BK (LED MODULE) RECESSED 8-3/4" 1 INTEGRAL LEU INTEGRAL LED 15 WAI IS 120V 0-10V F'-'10 p('c� C(N .outut. WITH 20W EMERGENCY BACKUP BODINE: ELI-S 20{EMERGENCY BATTERY PACK) INVERTER Oulu and oonalruolion dooumonte u hreaurnonte of lints em gun h eetildeme and=Ur the p op.rty pit Clrtoro9ltar F. WI*Aralrrat The UN of dlr drrpn and ,:. ROUND 3"LED RECESSED ADJUSTABLE Uteae tton dearrnuds tat muse :- DOWNLIGHT,3000K CCT, 15 WATTS, 5OLAIS:XR3NC-010(FRAME-IN KITI otherfittrttrrwad pra�ratmud ____aUIt 7 STOREFRONT DISPLAYS SOLAIS:XR3-A-5V-SV (TRI MI, 50LAI5:Xm20f40c/30K/145BK (LED MODULE! strictly p1 od without atrptaaadd utter 0. 1/30/2020 B3 FLOOD 40 DEGREE BEAM SPREAD, RECESSED 8-3/4" 1 INTEGRAL LED INTEGRAL LED 15 WATTS 120V 0-104 coward 01 her F. I°° t Aroldlur SILVER REFLECIOR AND SILVER FLANGE, BLACK LED MODULE 4/18/2019 FITTING ROOMS D25 DECORATIVE PENDANT, 12.5" DIAMETER GEORGE NELSON: BUB-BALL SMALL PENDANT 12" 1 LED A LAMP,13 WATTS,3000K CCI TCP: L15A21D1530K 13 WATTS 120V PHASE • WITH E26 BASE : d _ .: DECORATIVE PENDANT,17.5"DIAMETER, • ... ;': 14':•:- 4/18/2019 FITTING ROOMS D35 WI TN E26 BASE GEORGE NELSON:BUB SAUCER SMALL PENDANT 7" 1 LED A LAMP, 13 WATTS, 3000K CCT TCP:L15A21D1530K 13 WATTS 120V PHASE .;r; ;••••''''-....• tn 12/20/2018 BACK OF HOUSE G1 2X4 LED FLAT PA CC 53 WATTS,3500K ABOVE ALL LIGHTING: FLP24D53W35 RECESSSED 1-3/4" 1 INTEGRAL LED INTEGRAL LED 53 WATTS 120 277V 0 10V • U CO 0 ser:.., ,„_.:.,.- .. .--] , BEVELED LED BACK-LIT MIRROR AS W0 "i '.-.,..:, 12/20/2018 FITTING ROOMS M NOTED ON BOTH LIGHTING AND POWER STYLEMARK:620096 01 SURFACE 60" 1 INTEGRAL LED INTEGRAL LED 32.5 WATTS 120V N/A d PLANS CO Uni NOTES: ALL CHANGES MUST BE MADE BY CAPITOL LIGHT r 8. b - Q IT IS THE E.E RESPONSIBILITY TO MAKE SURE THE CORRECT EXIT SIGN OR EMERGENCY LIGHT IS USED PER LANDLORD OR CODE REQUIREMENTS. CONTACT KEVIN POLLEY AT CAPITOL LIGHT FOR J 0 APPROVED SPEC AS NEEDED IX 3 LIGHT RECESSED MULTIPLE,3000K CCI, SOLAIS: FK13-050(FRAME IN KI!) FOR QUESTIONS PLEASE CONTACT KEVIN POLLEY D 860-670-4595 OR EMAIL AT LU ! 3/4/2019 SALES FLOOR S1 17W PER HEAD,SPOT/FLOOD/SPOT SOLAIS:XAR13 20 WH WH {HOUSING) RECESSED 8-1/4" 3 INTEGRAL LED INTEGRAL LW 51 WATTS 120V 0-10V KEVIN.POLLEYOCAPITOWGHT.COMM CC Q LIGHT HEADS,WHITE INTERIOR AND SOLAIS:Xm20-1Sm-30K-1450-WH (SPOT HEADS.2 PER FIX.T.) M FLANGE SOLAIS:Xm20-40m-30K-1450-WH(FL000 HEADS.1 PER FI X1.1. COQ < LI Z - - oC O N LV Um M 0 N. u' Z N. FRONT,SALES N Elli 12/20/2018 FLOOR AND Xl LED S, UE LIT EXIT SIGN,GREEN CONTECH LIGHTING:REXA-MF-G-EM-P RECESSED 11-1/16" 1 INTEGRAL LED INTEGRAL LED 3 WATTS 120-2/1V N/A LANDLORD COMMENT/APPROVAL o < ° FITTING ROOMS LETTERS, UNIVERSAL,WHITE FINISH I- 3 Z yttio 4:0 z 3 a = co H T -tri dAt. LED THERMOPLASTIC EXIT/EMERGENCY Project N0. 183119 la 10/5/2020 BACK OF HOUSE X2 COMBO FIXTURE, REMOTE CAPABIU TY, ELITE: ELX-703-G-W SURFACE 12-1/2" 2 INT EGRAL LED INTEGRAL LED 2 WATTS 120-277V N/A WHITE FINISH Drawn as DM blue 221 FOR LL REVEW v ' 17-21 FOR PERMIT SALES FLOOR& DROPDOWN 2 HEAD EMERGENCY ;,ate 12/20/2018 FITTING ROOMS EM FIXTURE,WHITE FINISH EVENLITE:APR-25-if-14 RECESSED 15-3/8" 2 HALGOEN HALOGEN 50 WATTS 120-277V N/A 2 HEAD LED THERMOPLASTIC 10/5/2020 BACK OF HOUSE EBELITE: ELM-LED-803-W SURFACE 5-1/8" 2 INTEGRAL LED INTEGRAL LED 2 WATTS 120-277V N/A J:.LIEMERGENCY FIXTURE,WHITE FINISH LANDLORD COMMENT/APPROVAL E1 . 1 L OHTINGI FIXTURE SCHEDULE /____ �R R 0..Lov) N m I "`"' 7 �p H m U) N t7 I 1 cc O p ›o / y d 1 IX Iil E73 ri I I I � N� N [O N U N w I W , ! I_ T . i C3 uj LIU Its X "mil _ . _ _ - , ,- I il 3 .'fes LA-16 r, � 48" __ _.. _ -�F&= -- M 3I A-3 y _ - _7 1 ID E �` y I i` LA-26 LA-26 HORIZONTAL 6 112 �4 LA-13cc 1 = . ! A , 42" COORDINATE DEVICE HEIGHTS AND (E)VAV-1 3 -' I I LOCATIONS W/ SIGNAGE/GRAPHICS I 15 I , r i Ise I o PRIOR TO ROUGH-IN �_ ` 0 LA-16 FITTING �I i o - 1, i� :i-', ---'7.1 LA-15 , CI g 7'-11 1/2' •, 48" " : .. ROOM #5 (TYPICAL} k '� HALLWAY I €.... �,p�- >�y I I I �\o i' o y� ---.w CL �(/ w O H� - _\\ f O ku 0. -t 1 _ LA-10 [Ig N (cc Z c u �, FITTING n - ........... E f f.-' o o N I � tV p EXISTING I Q ROOM �. 48" `��� ..... � �� � �, �,Q. �. r VERIFY EXACT g �'' n �C _W,a O UNI-SEX f, �4 LOCATION •. I I 3 (�, �� ---:: 92 #4 �f PRIOR TO g f9. � t'C> • w Li' [r RESTROOM j LA-18 �D O© ---" ROUGH-IN i I I . LA-1 10 i I I EF-1 ---, � .... 48 0 '/`I Ili LA-12 LB-11 Q° I 0 LB-8 O D°'r,re Inn��inb orc. rb.�.t n h mool rdl�rna (E)DEMARK ,„; il • LA 25 le 48 (TYPICAL} - '� and wain tno property or Christopher F. �. . 0.. M I I Merles,ArWiMsot „le use o*>� 4 t w these OOAitfeOriefl dee�Irlelite for stoma EXISTING TIM HAND DRYER 12 _ . a i� pleat rowed hirer Is design snd 1 CLOCK AN LA-30 LA-28 FITTING _ .,:_ SALES JBOX FOR ,,prerlplt„d without expressed written CONTACI-0" TENANT SIGNAGE consent or dristopter F. Worse,Anditsot GFl :7 FITTING - 1 PROVIDE ACCESS -- ROOM #S 48" PANEL PROVIDE NEW -.� 42" ROOM w I LCP LA-20 -7©� FOYER i 52ETAL1' 1/2" I I ]LCP "' ,''� _ (E)INSTA-HOT ¢ LL __ - - - - II- - - - I &I. 09 , J/ -- k ..'4 E I (E)� PANEL '. 48" 48" ---� LA EWH-1 .. ,I III -- I LA-22 - �1= �(I r2, fl - _7• et LA-23 z _ �- I IIII II (E) PANEL - _ L SII U I t ! OFFICE/ © - I I � _ 'I H FITTINGI, CONDUIT STUB-UPS ammo WAREHOUSE C FIT G - PROVIDE UNDER FLOOR LA-15111 - - --- A ROOM #2 CONDUITS. VERIFY EXACT r r----• r+--- r~� r---- . (E)VAV-2 / ? s OM _ N LOCATION IN FIELD �` 1 `,, I m • \��I \\�1 �`� 15 LA-7.. 111 I ILA-17 �� ,-' I 48 48 -4 M Ir u u u r 48--'-___ i-- ITI 1 WT. ..LA-14141c77r..-`- _ Immlimmomm ! - fEPL _ LA-5 a u li u u 1 VIVA-5 Immims lir a - - 1 IN - - _ - - - - D- - - - -- 11- - = 11- - - - - m�d 0 18" - 24 (InNOTE: ALL PENETRATIONS THROUGH ANY FLOOR SLABS MUST BE COORDINATED WITH THE LANDLORD. U m POWER PLAN (-- o U 1/4" = 1'-O" 1 W a N (jJN FIRE ALARM NOTE °KEYED NOTE SCHEDULE o MODIFY EXISTING BASE BUILDING FIRE ALARM SYSTEM FOR NEW LAYOUT. PROVIDE 1. WIRELESS ACCESS POINT. PROVIDE JBOX RECESSED IN CEILING W/ SINGLE RJ45 JACK AND CAT5E ELECTRICAL SYMBOL/ABBREVIATION LEGEND NEW DEVICES AS REQUIRED. ALL WORK REQUIRED TO BE PREFORMED BY MALL CABLING BACK TO IT CABINET. PROVIDE ALL TERMINATIONS AS REQUIRED, w CC APPROVED CONTRACTOR AT TENANT'S EXPENSE. FINAL CONNECTION TO BASE SYSTEM 2. REGISTER LOCATION. PROVIDE SIX RJ45 KEYSTONE JACKS IN JBOX WITH 3/4"C BACK TO m CC BY MALL CONTRACTOR. MTC. HOT. ACCESSIBLE CEILING ABOVE MANAGER'S DESK AND (6)CAT5E CABLES BACK TO IT CABINET. PROVIDE SYMBOL DESCRIPTION (UN o) ABBREVIATIO DESCRIPTION ALL TERMINATIONS AS REQUIRED. co GENERAL NOTES: `� LIGHT SWITCH 3. INSTALL WATTSTOPPER LP8S PEANUT LIGHTING CONTROL PANEL FOR LIGHTING CONTROL. 48" EX EXISTING CD 1. ALL DEVICES, EQUIPMENT, FIXTURES, ETC. MUST BE GROUNDED BY USE OF A 4. PUSH BUTTON BELL AND RECEIVER ARE BY TENANT. TENANT TO COORDINATE FINAL LOCATION OF Q O N 3-WAY SWITCH 48" GFI GROUND FAULT INTERRUPTING PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ELECTRICAL BONDS OF RECEIVER. M 014. $°R OVERRIDE SWITCH 48" REL RELOCATED THE METALLIC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. CI Z d0 5. MANAGER'S DESK. PROVIDE JBOX WITH FOUR RJ45 JACKS AT 18" AFF AT MANAGER'S DESK. 2 rc sVAC VACANCY SWITCH 48" C CEILING MOUNTED 2. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE PROVIDE CAT5E CABLING TO IT CABINET, VERIFY ALL REQUIRED TERMINATIONS AND CABLING Z Q 0 INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH REQUIREMENTS WITH TENANTS IT OPERATIONS MANAGER. PROVIDE CONCEALED RACEWAY TO DATA LANDLORD COMMENT/APPROVAL 0 CLNG. MTD. OCCUPANCY SENSOR - MANUAL ON/AUTO OFF CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE RACK ABOVE FOR CABLING. SEE DETAIL 3/E2.1 FOR ADDITIONAL INFORMATION. Z DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED A LIMIT OF 3%. Z 3 Z /gyp /0 SINGLE / DUPLEX / DOUBLE DUPLEX RECEPTACLE 18" 3. CIRCUITS MAY BE COMBINED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED 6. IT CABINET. PROVIDE TRIPPLITE SMART RACK 12, HINGED WALL-MOUNT STANDARD DEPTH RACK = Cl) J If1/ f7 RECEPTACLE WITH GROUND FAULT PROTECTION 18" AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN ENCLOSURE CABINET (TRIPPLITE #SRW12US).COMPLETELY. MOUNT CABINET AT 7 AFF TO BE IN A LOCATION N 1 Q �;f NINE (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. WHERE THE CABINET CAN SWING OPEN COMPLETELY. SQUARE HOLES FOR CAGE NUTS MUST FACE Q � �!� / _ DUPLEX / DOUBLE DUPLEX IN-FLOOR RECEPTACLE THE FRONT AND REAR OF THE CABINET. PROVIDE (3)2"C W/ BUSHINGS FROM DATA RACK TO UP 3 CO a 4. ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC TABLE ABOVE CEILING FOR CABLING. PROVIDE 3'Wx2'H 3/4" FRT PLYWOOD BACKERBOARD FOR IT COMBINATION DUPLEX/USB RECEPTACLE, LEVITON #TR7755 18" #250-122. WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE CABINET 7'AFF TO 30. DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY iso: 2389 Q JUNCTION BOX (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY NEC TABLE 7- PROVIDE ONE 24-PORT 1U RACK-MOUNT CAT5E PATCH PANEL, 5686, RJ45 ETHERNET (TRIPPLITE OT THERMOSTAT LOCATION, PROVIDE BOX WITH 1/2"C TO CI ICING 6D" #250-122 0052-024). MOUNTED INSIDE DATA CABINET AT TOP-MOST LOCATION. V DATA LOCATION WITH 3/4"C TO CEILING SPACE 18" 5. EXPOSED CONDUITS, WHERE PERMITTED, SHALL BE RUN PARALLEL TO OR AT 8. NEW WATER HEATER AND CIRCUIT. Dais Issue -21 RIGHT ANGLES TO BUILDING STRUCTURAL MEMBERS. 9. PROVIDE 2-GANG JUNCTION BOX FOR SPEAKER VOLUME CONTROLS. PROVIDE CLASS 2 SPEAKER FOR LL REVIEW M COMBO DATA/TELE IN-FLOOR JACK CABLE WIRING (PLENUM RATED WHERE APPLICABLE) FROM AMP IN IT RACK THROUGH CONTROLS TO 6. ALL DEVICE COVER PLATES SHALL BE WHITE UNLESS NOTED OTHERWISE. EACH SPEAKER. PROVIDE RELAY TO INTERLOCK MUSIC WITH FIRE ALARM SYSTEM FOR EMERGENCY 3-17-21 FOR PERMIT EP NON-FUSED DISCONNECT SHUT-OFF. VERIFY EXACT SPEAKER LOCATIONS W/ TENANT IT OPERATIONS MANAGER. SEE DETAIL PANELBOARD LOW VOLTAGE NOTES: 2/E2.1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SPEAKER HEIGHTS. ® WALL MOUNT SPEAKER, SEE ARCH. ELEVATIONS FOR LOCATION 1. PROVIDE ALL DEVICES, WIRING AND CONNECTIONS/TERMINATIONS AS REQUIRED 10. PEOPLE COUNTER. PROVIDE CAT5E CABLING BACK TO IT CABINET. VERIFY EXACT LOCATION IN FOR A COMPLETE INSTALLATION OF ALL LOW VOLTAGE SYSTEMS AS REQUIRED FIELD. VERIFY ALL REQUIREMENTS FOR PEOPLE COUNTER W/ FABLETICS IT MANAGER FABLETICS. ® SMOKE DETECTOR (PER MALL REQUIREMENTS) AND INDICATED ON THESE PLANS. COORDINATE REQUIREMENTS AND FINAL LOCATIONS WITH TENANTS 1T. 11. RECEPTACLES ARE TO BE MOUNTED BELOW IT CABINET BACKERBOARD. 2. ALL DEVICES, WIRING AND FACEPLATES SHALL BE WHITE UNLESS NOTED 12. DUPLEX RCPT FOR IPAD STATIONS. COORDINATE ROUGH-IN LOCATION WITH MOUNTING BASE, SEE OTHERWISE. ARCH. ELEVATIONS. 3. ALL CABLE IN CEILNG SPACES SHALL BE PLENUM RATED. 13. PROVIDE DEDICATED CIRCUIT WITH TOGGLE DISCONNECT FOR NEON SIGN POWER. COORDINATE ALL REQUIREMENTS WITH FABLETICS' SIGN VENDOR (RUGGLES SIGN) PRIOR TO ROUGH IN. CENTER 4. ALL DATA DEVICES SHALL BE CLEARLY LABELED WITH NUMBERING SCHEME TO HORIZONTALLY ON WALL FIXTURE, PROVIDE ACCESS PANEL. CORRELATE WITH CORRESPONDING PATCH PANEL LABELS. 14. DUPLEX IN FLOOR RECEPTACLE WITH BRASS TRIMRING AND COVER-PLATE. VERIFY TRENCH LANDLORD COMMENT/APPROVAL REQUIREMENTS PRIOR TO ROUGH-IN. 15. EXISTING HVAC EQUIPMENT TO REMAIN. MAINTAIN EXISTING WIRING TO EXISTING CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR FURTHER INFORMATION. 15. PACKING DESK. PROVIDE JBOX WITH FOUR RJ45 JACKS AT 18" AFF AT PACKING DESK. PROVIDE CAT5E CABLING TO IT CABINET, VERIFY ALL REQUIRED TERMINATIONS AND CABLING REQUIREMENTS WITH TENANTS IT OPERATIONS MANAGER. PROVIDE CONCEALED RACEWAY TO DATA RACK ABOVE FOR pig CABLING. SEE DETAIL 3/E2.1 FOR ADDITIONAL INFORMATION. 17. EXISTING TELEPHONE DEMARK TO REMAIN, 18. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. POWER PLAN 19. NEW HVAC EQUIPMENT CIRCUIT WITH ROOM LIGHTING. REFER TO MECHANICAL DRAWINGS FOR FURTHER INFORMATION. INSTALL COMBO USB RECEPTACLE IN FIXTURE. SERVICE SUMMARY VERIFY EXACT LOCATION AND ALL REQUIREMENTS WITH TENANT PRIOR TO ROUGH-IN. 0 0 e9 0 m CD y PANEL LIGHTING RECEPTACLE MOTOR HVAC KITCHEN. MISC. I • co LA - 8.2 - - 17.5 i 2-GANG RECEPTACLE BOX co v (-)„ PROVIDED WITH FIXTURE. 0 1a 0 Q LB 5.6 - - - 1.4 PROVIDE SINGLE GANG DATA 6 BOX FOR CAT5E TERMINATION. 0 45 O Ct w - - - d+-PROVIDE (1) 3/4" CONDUIT FOR POWER AND (1) 1-1/4' `y U N jj.. CONDUIT FOR LOW VOLTAGE DATA. CONDUIT STUBS FOR IX LIU WIRING TO CASHWRAP, COORDINATE REQUIREMENTS W/ TOTAL 5.6 8.2 - - - 16.9 MALL OPERATIONS. ROUTE POWER CONDUITS TO NEAREST CONNECTED DEMAND DEMAND TES FULL-HEIGHT WALL BACK TO PANEL AND LV CONDUITS TO °° ACCESSIBLE CEILING ABOVE MANAGER'S DESK. LOAD C) LIU LOAD FACTOR LOAD RECEPTACLE; FIRST 10.0 KVA © 100% + REMAINDER © 50% "" LIGHTING 5.6 125% 7.0 1 CASHWRAP ELEVATION MOTOR: RECEPTACLE 8.2 SEE NOTES 8.2 PLUS ADDITIONAL 25% OF LARGEST MOTOR. N.T.5. MOTOR - SEE NOTES - HVAC - 100% - AUDIO AMPLIFIER - DIP SWITCH #8 IN HV KITC#�EN 65% - DOWN POSITION , MISC. 18.9 100% 18.9 DEMAND LOAD: 94.6 AMPS AMPLIFIER \p\''' II TOTAL 32.7 34.1 SERVICE SIZE: 150 AMPS OUTPUT/CLASS 2 AUDIO �c� `9�\ WIRING SOURCE cu �Q In Z � --.. ` NrZ o O O OLn � IL / I © -- FITTING ROOM SPEAKER: •!� �' �'V SET SPEAKER TO 7.5 ���cy (:://///;7''' POSITIVE CONDUCTOR TO WATT/70V TAP 70V NEGATIVE CONDUCTOR TO COM Design and oonsiruotlon documents as PANEL MAIN: '200A MAIN VOLTAGE: ' 120/208 I PANEL: I MAIN: I MLO HVOLTAGE: I 120/208 I 0 SALES SPEAKER: inantr""d of uunon are Oven to 0arnee V SET SPEAKER TO and i e in the i ai�s of fler and '� 30 WATT/70V TAP these aanstraouan dearrn.rtts t«prpoe.e LA (EXISITNG) I PHASE: I 3 ll WIRE: I 4 II BUS AMPS: I 225 II AIC: I EXIST I LB (EXISTING) I PHASES I 3 II WIRE: I 4 II BUS AMPS: I 100 II AIC: I EXIST I peseco' hoollag1�P sf wed Wen a VOLUME CONTROL s usdten wru aprollhibed without exgrs prinaphr F. Werke.AraNMat IMOUNTING: I SURFACE II LOCATION: I ELECTRICAL ROOM (EXISTING) II FEED THRU LUGS: I NO I I ISOLATED GROUND BUS: I NO I I MOUNTING: 'SURFACE jj LOCATION: ! ELECTRICAL ROOM (EXISTING) I I FEED THRU LUGS: I NO I ' ISOLATED GROUND BUS: I NO I (n'F.) ICKTI NOTE I BKR I LOAD DESCRIPTION I KVA II AO I BO I CO I I KVA I LOAD DESCRIPTION SKR I NOTE ICKTI ICKTI NOTE I BKR I LOAD DESCRIPTION I KVA I I A. I 2 C0 I I KVA I LOAD DESCRIPTION' BKR I NOTE ICKTI 1 X 20/1 SPARE 0.0 - 0.0 - 0.0 SPARE 20/2 X 2 1 x 20/1 LTG HALLWAY 0.1 0.3 0.2 LTG CONTROL PANEL (LCP) 20/1 X 2 2 SPEAKER WIRING DIAGRAM 3 X 20/1 RCPT USB/POWER COMBO 0.5 1 0.5 0.0 4 3 X 20/1 LTG ILLUMINATED MIRRORS 0.4 2.0 1.6 LTG SALES 20/1 X 4 N.T.S. 5 X 20/1 RCPT USB/POWER COMBO 1.1 II 1 1.1 f 0.0 SPARE 20/2 X 6 5 X 20/1 LTG EM/NL 0.1 1.2 I- 1.1 LTG SALES 20/1 X 6 7 X 20/1 RCPT DATA CABINET 0.4 -I 0.4 0.0 8 7 X 20/1 LTG PENDANT/DOWNLIGHT 0.4 FT 1.2 SIGN 20/1 X 8 9 X 30/2 SPARE 0.0 0.2 S 0.2 RCPT SALES FLOOR 20/1 X 10 9 X 20/1 LTG FITTING AREA 0.2 0.2 I - 0.0 SPARE 20/1 X 10 LANDLORD FABLETICS ..__ ELECTRICAL ROOM 11 0.0 0.4 } 0.4 RCPT STORAGE 20/1 X 12 11 X 20/1 LTG NEON SIGN 1.0 - 1.2 I 0.2 LTG RESTROOM MIRROR 20/1 X 12 13 X 20/1 RCPT TELEVISION 0.2 1 0.6 I 0.4 RCPT PACKING DESK 20/1 X 14 13 X 20/1 LTG STOCK/RESTROOM 0.4 1 0.4 I 0.0 SPARE 20/1 X 14 ALL EQUIPMENT AND FEEDERS ARE TO EXISTING TO REMAIN. FIELD VERIFY LANDLORD 15 X 20/1 RCPT SHOW WINDOW 0.4 0.8 0.4 RCPT CONVENIENCE 20/1 X 16 15 X 20/1 LTG ELECTRICAL ROOM 0.1 0.1 0.0 SPARE 20/1 X 16 ALL EXISTING CONDITIONS PRIOR TO 2 BID. REPAIR OR REPLACE ALL ELECTRICAL' 17 X 20/1 RCPT MICRO/FRIDGE 0.4 1.1 0.7 RCPT IPADS 20/1 X 18 17 X 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 X 18 ROOM MIN DAMAGED/NON-FUNCTIONAL 19 X 20/1 RCPT MANAGER'S DESK 0.7 1.8 1.1 RCPT IPADS 20/1 X 20 19 X 20/1 SPARE 0.0 0A 0.0 SPARE 20/1 X 20 COMPONENTS AND EQUIPMENT. 21tin X 20 1 SPARE0.0 - 0.2 0.2 RCPT CHECKOUT 20 1 X 22 21 X 20 1 SPARE 0.0 - � 0.0 0.0 SPARE 20 1 X 22 I / / / / 23 X 20/1 EWH-1 1.5 -- 1.9 I 0.4 RCPT CHECKOUT 20/1 X 24 23 X 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 X 24 EXISTING 200AU 25 X 20/1 EF-1 0.1 i 0.6 0.5 RCPT FIN 20/1 X 26 25 X 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 X 26 SWITCH WITH 150A EXISTING EXISTING NEW FUSE TO REMAIN PANEL 'LA' PANEL 'LB' - LCP e, 27 X 20/1 SPARE 0.0 - 1.5 1.5 HAND DRYER 20/1 X 28 27 SPACE 0.0 - 0.0 - --- 0.0 SPARE 20/1 X 28 111111 0V C.) 29 X 20/1 SPARE 0.0MIERM 0.2 0.2 RCPT RESTROOM 20/1 X 30 29 SPACE 0.0 i 0.0 I 0.0 SPACE 30 EXISTING METER O ohoIl W 31 X 100/3 (E)PANEL LB 2.3 4.7 2.4 (E)VAV-1 30/3 X 32 31 SPACE 0.0 0.0 0.0 SPACE 32 U 33 2.3 4.7 2.4 34 33 SPACE 0.0 .---0-0 ::: SPACE 34 N 200A MAIN 1.1.1 35 2.4 NEE - 4.8 2.4 36 35 SPACE 0.0 0.0 I- SPACE 36 EXISTING 120/208V ► Q 37 X 20/1 SPARE 0.0 2.4 2.4 (E)VAV-2 30/3 X 38 37 SPACE 0.0 1 0.0 0.0 SPACE 38 LANDLORD DISTRIBUTION O 39 X 30/2 (E)INSTA-HOT 2.0 4.4 2.4 40 39 SPACE 0.0 0.0 0.0 SPACE 40 BOARD 1Z 41 2.0 4.4 I 2.4 42 41 SPACE 0.0 0.0 i 0.0 SPACE 42 a NOTES: L HANDLE LOCK L HANDLE LOCK TOTAL KVA PER PHASE: 110.5 112.3 I 13.9 I NOTES: TOTAL KVA PER PHASE: I 2.3 I 2.3 I 2.4 I d GF1 GROUND FAULT INTERRUPTING GP GROUND FAULT INTERRUPTING CO I TOTAL KVA: I 36.7 ITOTAL KVA: I TO I 4 ONE-LINE DIAGRAM H HACK RATED H HACK RATED X EXISTING BREAKER X EXISTING BREAKER CC Q 2 N NEW BREAKER I TOTAL AMPS: 1101.9 I N NEW BREAKER I TOTAL AMPS: I 19.4 I N.T.B. LI- oz m Cr LANDLORD COMMENT/APPROVAL z 3 ° 1- o to z a r- Q Q 3 2g a Pr*Ject No_ 18389 Drawn By: CG Date Issue 2-23-21 FOR LL REVEW 3-17-21 FOR PERMIT - - - - - - - - - - ----- ---- I � ��_L ._� J [ 101 01 a'+-+'+ + + + + +•• I - -.... + + + + + + + + + - +++.4++++1=+++++++4.•t + ♦ + + * + + + + + + + 4 = NW - - _ M v 6 _ fir' M M HC7 M -- -- LANDLORD COMMENT/APPROVAL VIEW 'A' Reference only Not part of this permit E2 • 1 3 STOCKROOM/OFFICE ELEVATION N.T.S. SCHEDULES AND DETAILS ELECTRICAL SPECIFICAT OSS SECTION 16010 - ELECTRICAL GENERAL PROVISIONS LISTED CRITERIA. INSURE FIRE AND SMOKE BARRIER INTEGRITY THROUGHOUT. WHERE BOX, OR CABINET WITH OTHER WIRING, UNLESS SPECIFICALLY ALLOWED BY THE B. CIRCUIT BREAKERS SHALL BE THERMAL MAGNETIC, MOLDED CASE, BOLT-ON TYPE , OF 85%, A MAXIMUM CREST FACTOR OF 1.7, AND A MAXIMUM TOTAL HARMONIC DISTORTION INTUMESCENT SEALER/CAULKING IS REQUIRED USE MATERIALS OF 3M OR DOW CORNING. NATIONAL ELECTRICAL CODE. WITH QUANTITY, AMPERAGE, AND POLES AS NOTED ON THE PANEL SCHEDULES. OF 10%. H o E 1. THE PROVISIONS OF THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, SHORT CIRCUIT INTERRUPTING CAPACITY SHALL BE AS NOTED ON THE DRAWINGS. o a ' 6 SUPPLEMENTARY CONDITIONS, ALTERNATES, ADDENDAS AND DIVISION 1 ARE A PART OF 26. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND 6. WIRING DEVICES: TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP. AUTOMATIC TRIPPING 4. FLUORESCENT COMPACT FLUORESCENT LAMP BALLASTS SHALL BE ENCAPSULATED TYPE - 0 m m THIS SPECIFICATION. ELECTRICAL, ARCHITECTURAL, MECHANICAL AND ALL OTHER DRAWINGS ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN SHALL BE INDICATED BY THE OPERATING HANDLE ASSUMING A MID-POSITION HIGH POWER FACTOR AND POWER FACTOR CORRECTED OR ELECTRONIC AS DESCRIBED IN - AS WELL AS THE SPECIFICATIONS FOR ALL THE DIVISIONS ARE A PART OF THE CONTRACT STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT A. LOCAL LIGHT SWITCHES SHALL BE 20 AMPERE, 120/277 VOLTS, AC SPECIFICATION BETWEEN ON AND OFF. PROVIDE HACR BREAKERS AS REQUIRED BY ALL HVAC THE LIGHTING FIXTURE SCHEDULE ON THE DRAWINGS. BALLASTS SHALL BE PROVIDED AS to co a DOCUMENTS. WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY GRADE, WITH GROUNDING TERMINAL, AS MANUFACTURED BY HUBBELL, OR EQUIPMENT MANUFACTURERS. RECOMMENDED BY THE FIXTURE MANUFACTURER. x 0:1 gcr APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. EQUIVALENT, #CS-122 SERIES. ° '' 2. VISIT THE SITE OF THE WORK AND BECOME FAMILIAR WITH THE CONDITIONS AFFECTING THE C. PANEL BOARD ENCLOSURES SHALL BE GENERAL PURPOSE, SURFACE- OR 5. HIGH INTENSITY DISCHARGE BALLASTS SHALL BE CONSTANT WATTAGE, HIGH POWER FACTOR a o a INSTALLATION. SUBMISSION OF A PROPOSAL SHALL PRESUPPOSE KNOWLEDGE OF SUCH " FLUSH-MOUNTED AS NOTED ON PLANS, WITH GALVANIZED BACKBOX AND PAINTED TYPE, WITH LOW NOISE. I >v,5 O CONDITIONS AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED WHERE EXTRA LABOR SECTION 16050 - BASIC MATERIALS AND METHODS B. FLUORESCENT DIMMERS SHALL BE LUTRONVOLT. "NOVA T-STAR SERIES, #NTF-10 FOR FRONT WITH LOCKABLE DOOR. A GLAZED DIRECTORY FRAME SHALL BE PROVIDED °' o 120 VOLT, #NTF-40-277 FOR 277 VOLT. 3-WAY, 2 LOCATION FLUORESCENT c� OR MATERIALS ARE REQUIRED BECAUSE OF IGNORANCE OF THESE CONDITIONS. INSIDE THE DOOR, AND SHALL BE OF SUFFICIENT SIZE TO GIVE DESCRIPTION OF 6. INCANDESCENT LAMPS SHALL BE 130 VOLT RATED. A-LAMPS SHALL BE FROSTED. DIMMERS SHALL BE LUTRON "NOVA T-STAR" SERIES, #NTF-103P FOR 120 VOLT, tt1 rR 1. ALL BOXES SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE INDEPENDENTEACH CIRCUIT. ALL SECTIONS OF MULTI-SECTION PANELS SHALL BE SAME SIZE. PROVIDE INCANDESCENT LAMPS AS RECOMMENDED BY THE FIXTURE MANUFACTURER. 1 o (1.) N 3. DEFINITIONS: OF THE CONDUIT SYSTEM. ALL BOXES SHALL BE 4" SQUARE BOXES MINIMUM WITH RAISED #NTF-103P-277 FOR 277 VOLT. Q v cR COVERS SUITABLE FOR THE WALL MATERIAL. D. TWO KEYS SHALL BE PROVIDED WITH EACH PANEL, AND ALL PANELS SHALL BE 7. FLUORESCENT LINEAR AND U-LAMPS SHALL BE T-8, 3500 DEG K UNLESS OTHERWISE . A. THE TERM "FURNISH" SHALL MEAN TO SUPPLY AND DELIVERY TO THE PROJECT SITE, C. INCANDESCENT DIMMERS SHALL BE LUTRON D. T-STAR" LINEAR SLIDE SERIES - KEYED ALIKE. SPECIFIED ON THE LIGHTING FIXTURE SCHEDULE. READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR 2. CONDUITS SHALL BE: FOR UP TO 1500 WATT DIMMERS AND LUTRON "NOVA" LINEAR SLIDE SERIES FOR OPERATIONS. 2000 WATT DIMMERS. E. SCREW FASTENED HANDLE LOCK-ON DEVICES SHALL BE PROVIDED ON BRANCH 8. COMPACT FLUORESCENT LAMPS SHALL BE 3500 DEG K. UNLESS OTHERWISE SPECIFIED IN MI he A. RIGID OR INTERMEDIATE GRADE GALVANIZED STEEL CONDUIT IN WET LOCATIONS, CIRCUIT BREAKERS FOR EMERGENCY, EXIT, SECURITY AND NIGHT LIGHTS. THE LIGHTING FIXTURE SCHEDULE. B. THE TERM "INSTALL" SHALL MEAN WORK WHICH INCLUDES THE ACTUAL UNLOADING, CONCRETE, EXTERIOR MASONRY WALLS AND EXPOSED LOCATIONS SUBJECT TO D. DUPLEX RECEPTACLES SHALL BE 20A, 125V, 2 POLE, 3 WIRE GROUNDING. GENERAL UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DAMAGE. PURPOSE "SPECIFICATION GRADE" DUPLEX RECEPTACLES: HUBBELL #CR5352, F. BRANCH CIRCUIT PANELBOARDS SHALL BE SQUARE D, TYPE 'NQOD', 120/208 VOLT, 9. METAL HALIDE LAMPS SHALL BE 3700K UNLESS OTHERWISE SPECIFIED IN THE LIGHTING 0 la DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. ISOLATED GROUND DUPLEX RECEPTACLES: HUBBELL #CR5352 IG - ORANGE. 3-PHASE, 4-WIRE OR TYPE NF, 277/480V, 3-PHASE, 4-WIRE. DISTRIBUTION FIXTURE SCHEDULE. rrE Maim B. GALVANIZED STEEL ELECTRICAL METAWC TUBING IN DRY LOCATIONS, INTERIOR HOSPITAL GRADE DUPLEX RECEPTACLES: HUBBELL #8300H. TAMPER RESISTANT PANELBOARDS SHALL BE SQUARE D, TYPE I-UNE. EQUIVALENT ALTERNATE C. THE TERM "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL, COMPLETE AND READY PARTITIONS AND CEILING SPACE. "SAFETY TYPE" DUPLEX RECEPTACLES: HUBBELL #HBL8300SG. MANUFACTURERS: CUTLER HAMMER, GENERAL ELECTRIC OR SIEMENS. A. FOR OPEN REFLECTOR HIGH INTENSITY DISCHARGE FIXTURES, PROVIDE LAMPS LISTED FOR THE INTENDED USE. FOR THE APPLICATION AS RECOMMENDED BY THE MANUFACTURER. C. FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO TRANSFORMERS, MOTORS AND E. DUPLEX RECEPTACLES WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED G. ALL LIGHTING AND APPLIANCE PANELBOARDS SHALL HAVE A TYPEWRITTEN CIRCUIT 4. INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SERVICES AND PERMITS NECESSARY FOR THE EQUIPMENT. LIQUID-TIGHT FLEXIBLE METAL CONDUIT IN WET AND DAMP LOCATIONS. BY CODE, SHALL HAVE AN INTEGRAL GROUND FAULT PROTECTOR AND SHALL BE DIRECTORY THAT SHALL SHOW LOADING AS CONNECTED DURING CONSTRUCTION. 10. ALL LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, SYLVANIA, 0 Um PROPER COMPLETION OF ALL ELECTRICAL WORK SHOWN. ITEMS OMITTED, BUT NECESSARY, 20A, 125V, 2 POLE, 3 WIRE GROUNDING: HUBBELL #GER5352. GROUND FAULT WESTINGHOUSE/PHILLIPS, OR VENTURE. PROVIDE CLEAR, LEXAN LAMP SLEEVES WITH END TO MAKE THE ELECTRICAL SYSTEM COMPLETE AND WORKABLE SHALL BE UNDERSTOOD TO D. FLEXIBLE METALLIC TUBING FROM OUTLET BOX TO RECESSED LIGHT FIXTURES IN RECEPTACLES SHALL NOT BE THRU-WIRED. PROVIDE INDIVIDUAL DUPLEX H. THE BRANCH CIRCUIT NUMBERS USED ON THE DRAWINGS SHALL BE APPLIED FOR CAPS FOR EXPOSED FLUORESCENT LINEAR LAMPS. PROVIDE SPARE LAMPS AMOUNTING TO FORM PART OF THE WORK. SUSPENDED CEILINGS, SIX FOOT MAXIMUM LENGTH. RECEPTACLES AS SHOWN ON THE DRAWINGS. HOSPITAL GRADE GROUND FAULT THE CONSTRUCTION. HOWEVER, AT THE COMPLETION OF THE WORK, CIRCUIT NUMBER 10% (MINIMUM OF 3) OF EACH TYPE AND SIZE OF EACH LAMP USED ON THE PROJECT. ' ADJUSTMENTS SHALL BE MADE AS REQUIRED TO PROVIDE BALANCED PHASE LOADING DUPLEX RECEPTACLES: HUBBELL #HGF8300. �. ii, 5. IT IS THE PURPOSE OF THE ELECTRICAL DRAWINGS TO INDICATE THE APPROXIMATE E. SCHEDULE 40 PVC RIGID NON-METALLIC CONDUIT BURIED BELOW GROUND FLOOR ON EACH PANELBOARD. 11. RECESSED AND SURFACE MOUNTED FIXTURES MOUNTED IN, OR ON CEILINGS OTHER THAN �O',- 'LC),�L. 4 LOCATION OF ALL EQUIPMENT, OUTLETS, ETC. ASCERTAIN EXACT LOCATIONS AND ARRANGE SLAB AND FOR EXTERIOR UNDERGROUND. F. ALL SWITCHES, DIMMERS, AND RECEPTACLES SHALL BE WHITE UNLESS OTHERWISE ACCESSIBLE LAY-IN CEILING SYSTEMS, SHALL BE SECURELY SUPPORTED IN A MANNER �O 8 WORK ACCORDINGLY. THE RIGHT IS RESERVED TO EFFECT REASONABLE CHANGES IN THE INDICATED WITHIN THESE SPECIFICATIONS. VERIFY COLOR WITH THE ARCHITECT PRIOR I. FLUSH MOUNTED PANELBOARDS SHALL BE INSTALLED WITH A MINIMUM OF THREE APPROVED BY THE ARCHITECT. MOUNTING SHALL ALSO BE IN ACCORDANCE WITH NATIONAL co ,R., 0.. 14 LOCATION OF OUTLETS UP TO THE TIME OF ROUGHING-IN, WITHOUT ADDITIONAL COST TO F. CONDUIT CONNECTIONS TO UNDERCABINET TYPE LIGHTING FIXTURES SHALL BE 3/8" TO PROCUREMENT OF THE DEVICES. ALL COVERPLATES SHALL BE SMOOTH HIGH EMPTY 3/4" CONDUITS STUBBED UP TO THE NEAREST ACCESSIBLE CEILING SPACE ELECTRICAL CODE ARTICLE 410, AND AS RECOMMENDED BY THE FIXTURE MANUFACTURER. o z `�� �'�- THE OWNER. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE FROM THE WALL OUTLET BOX TO THE IMPACT THERMOPLASTIC FINISH WITH COLOR TO MATCH THE DEVICES. EMERGENCY FOR CONVENIENT FUTURE EXPANSION. ,n co - FIXTURE HOUSING. RECEPTACLES AND SWITCHES SHALL BE RED, WITH COVERPLATES TO MATCH THE 12. RECESSED FIXTURES IN ACCESSIBLE LAY-IN CEILING SYSTEMS SHALL BE SUPPORTED AS z kg Lcu r- u- 4 6. TEMPERATURE AND INTERLOCK CONTROLS ARE PROVIDED AND WIRED BY A CONTROLS 3. PROVIDE 75 DEGREE C RATED CONNECTIONS THROUGHOUT. FOLLOWS: � d O 0 -N. N FINISH OF THE OTHER COVERPLATES PROVIDED IN THE AREA. IN UNFINISHED AREAS, Y o � CONTRACTOR, LINE (120 VOLT) VOLTAGE CONTROL DEVICES, SUCH AS THERMOSTATS AND G. RACEWAYS SHALL BE SIZED IN ACCORDANCE WITH N.E.C. WIRING TABLES OR AS USE CADMIUM PLATED, ROUND CORNER, STEEL COVERPLATES FOR SURFACE co HJA \-Q' N AQUASTATS, WHICH CONTROL FRACTIONAL HORSEPOWER, 120 VOLT MOTORS ARE FURNISHED NOTED ON DRAWINGS, WHICHEVER IS LARGER. MINIMUM CONDUIT SIZE SHALL BE MOUNTED OUTLET BOXES. BOTH THE WIRING DEVICES AND THE COVERPLATES SHALL 4. DRY TYPE TRANSFORMERS A. THE GRID SYSTEM TEES SHALL BE SUPPORTED AT EACH CORNER OF EACH FIXTURE -!kV ‹C _ BY MECHANICAL CONTRACTOR, AND ARE WIRED BY ELECTRICAL CONTRACTOR. ONE-HALF INCH. BE BY THE SAME MANUFACTURER. WITH A SUSPENDED CEILING SUPPORT WIRE UP TO A BUILDING STRUCTURAL /J.8 p' Mi A. SINGLE AND THREE PHASE TRANSFORMERS VOLTAGE, PHASE AND SIZE SHALL BE AS MEMBER, OR UP TO THE STRUCTURAL DECK. 7. SECURE AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK. H. CONDUIT FITTINGS FOR RIGID CONDUIT SHALL BE THREADED CAST FERROUS ALLOY G. THE FOLLOWING ARE EQUIVALENT WIRING DEVICES: SPECIFIED ON THE DRAWINGS. TRANSFORMERS 25 KVA AND LARGER SHALL HAVE A WITH GASKETS AND COVERS WHERE REQUIRED. CONDUIT FITTINGS FOR EMT TO BE MINIMUM OF 4-2 1/2% FULL CAPACITY PRIMARY TAPS TWO ABOVE THE PRIMARY B. EACH FIXTURE SHALL ALSO BE SECURELY FASTENED TO THE GRID SYSTEM TEES BY oestpn end oonstructton documents us 8. WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF LOCAL SET SCREW TYPE. LOCKNUTS SHALL BE OF THE BONDING TYPE WHICH BITE INTO VOLTAGE AND TWO BELOW THE PRIMARY VOLTAGE. MECHANICAL MEANS, SUCH AS BOLTS, SCREWS, RIVETS OR BY CLIPS IDENTIFIED FOR Itw"ntro}srI0eere Oen tiwilder= 1. RECEPTACLES: #5362 SERIES MANUFACTURED BY PASS AND SEYMOUR OR LEVITDN. and wort the properly Of Christopher F. AND STATE CODES, AS WELL AS THE LATEST ADOPTED VERSION OF THE NATIONAL THE METAL OF THE BOX. BUSHINGS SHALL BE OF THE INSULATING TYPE. USE WITH THE TYPE CEILING FRAMING MEMBER INSTALLED. lileriab,uohlsor. The ureofthis brim snd ELECTRICAL CODE, AS INTERPRETED BY THE LOCAL AUTHORITY HAVING JURISDICTION. B. TRANSFORMERS 15 KVA AND BELOW SHALL BE 115 DEGREE C RISE ABOVE 40 a oo`"truo '°°owner'"for papoose pleat reined WO 1 I. METAL CONDUITS SHALL BE COUPLED AND SECURED TO ALL BOXES IN A MANNER 2. LIGHT SWITCHES: PASS AND SEYMOUR #20AC1 SERIES OR LEVITON #1221 SERIES. DEGREE C AMBIENT. 13. ALL LIGHTING FIXTURES (INCLUDING "NORMALLY-OFF" EMERGENCY FIXTURES) THAT ARE sdtoUy prolr ran btttdwithoot expressed mitten 9. CONSULT THE DRAWINGS, PRODUCT DATA AND SHOP DRAWINGS COVERING THE WORK FOR THAT PROVIDES AN ELECTRICALLY CONTINUOUS GROUND PATH FROM POINT OF 3. DIMMERS: NO OTHER MANUFACTURERS ARE ACCEPTABLE. CAPABLE OF BEING AIMED SHALL BE AIMED BY THE CONTRACTOR FOR THE OPTIMUM °o"r°'"afar+stoprrerF' Werke,Architect VARIOUS OTHER TRADES, THE FIELD LAYOUTS OF THE CONTRACTORS FOR THE TRADE AND SERVICE TO ALL OUTLETS. C. TRANSFORMERS ABOVE 15 KVA SHALL BE 150 DEGREE C RISE ABOVE 40 DEGREE C COVERAGE OF THEIR TASK, TO THE SATISFACTION OF, AND UNDER THE DIRECTION OF THE MAKE ADJUSTMENTS ACCORDINGLY IN LAYING OUT THE ELECTRICAL WORK. 7. WIRING DEVICE INSTALLATION: AMBIENT. ALL INSULATING MATERIAL SHALL BE IN ACCORDANCE WITH NEMA ARCHITECT. J. RIGID CONDUITS SHALL BE TERMINATED IN SHEET STEEL WITH DOUBLE LOCKNUTS ST20-1972 STANDARDS FOR A 220 DEGREE C, UL COMPONENT RECOGNIZED 10. WARRANT THAT EQUIPMENT AND ALL WORK IS INSTALLED IN ACCORDANCE WITH GOOD AND AN INSULATING BUSHING. EMPTY CONDUITS STUBBED SHALL BE THREADED AND A. ADJACENT DEVICES SHALL BE MOUNTED IN GANGED BOXES WITH COMMON COVER INSULATION SYSTEM. ENGINEERING PRACTICE AND THAT ALL EQUIPMENT WILL MEET THE REQUIREMENTS CAPPED. PLATES. SECTION 16700 COMMUNICATIONS SPECIFIED. GUARANTEE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS; REPAIR OR D. TRANSFORMER COILS SHALL BE OF THE CONTINUOUS WOUND CONSTRUCTION AND REPLACE ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WITHIN ONE YEAR FROM DATE OF K. NYLON PULL LINE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. B. VERIFY MOUNTING HEIGHTS AND LOCATIONS WITH THE ARCHITECT BEFORE ROUGH-IN. SHALL BE IMPREGNATED WITH NON-HYGROSCOPIC, THERMO-SETTING VARNISH. 1. COMBINATION TELEPHONE/DATA OUTLET BOXES SHALL BE 4 INCHES SQUARE WITH SINGLE ACCEPTANCE. REFER TO DETAILS AND INTERIOR WALL ELEVATIONS SHOWN ON THE ARCHITECTURAL GANG PLASTER RINGS, UNLESS OTHERWISE NOTED. L. CONDUIT ROUTING INDICATED ON THE DRAWINGS IS DIAGRAMMATIC ONLY AND IS NOT DRAWINGS E. TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D, SIEMENS, GENERAL 11. THE EXISTING ELECTRICAL AND TELEPHONE SERVICE, AND ALL EXISTING COMMUNICATION NECESSARILY THE INTENDED ACTUAL CONDUIT RUN. CONTRACTOR SHALL CHECK AND ELECTRIC, OR CUTLER HAMMER. 2. TELEPHONE-ONLY, DATA-ONLY, FAX AND PAY TELEPHONE OUTLETS SHALL BE SIMILAR. SYSTEMS WITHIN THE BUILDING SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION BE RESPONSIBLE FOR THE ACTUAL INSTALLATION WITH REGARD TO AVAILABLE SPACE C. OUTLETS SHALL NOT BE INSTALLED BACK TO BACK. PERIOD. ANY SERVICE SHUTDOWNS THAT MAY BE REQUIRED SHALL BE SCHEDULED AND SHALL COOPERATE WITH OTHER TRADES. F. TRANSFORMERS 15 KVA AND LARGER SHALL BE IN A HEAVY GAUGE, SHEET STEEL, 3. ALL CONDUITS REQUIRED FOR COMBINATION TELEPHONE/DATA OUTLETS AS SHOWN ON THROUGH THE OWNER AND SHALL BE DONE ATA TIME AS DIRECTED BY THE OWNER. NO D. ALL RECEPTACLES SHALL BE MOUNTED WITH THE GROUND OPENING ABOVE THE VENTILATED ENCLOSURE. THE VENTILATING OPENINGS SHALL BE DESIGNED TO DRAWINGS SHALL BE INSTALLED COMPLETE WITH BUSHINGS AND NYLON PULL WIRES. ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THESE SHUTDOWN PERIODS EVEN M. ALL CONDUITS SHALL BE SIZED AND INSTALLED SO THAT THE REQUIRED NUMBER OF PHASE AND NEUTRAL OPENINGS. PREVENT ACCIDENTAL ACCESS TO LIVE PARTS IN ACCORDANCE WITH UL, NEMA AND THOUGH PREMIUM-TIME WORK MAY BE REQUIRED. PROVIDE TEMPORARY SERVICE TO CONDUCTORS MAY BE PULLED IN WITHOUT INJURY OR STRAIN. NEC STANDARDS FOR VENTILATED ENCLOSURES. 4. PROVIDE CONDUIT FROM EACH OUTLET UP TO THE NEAREST ACCESSIBLE CORRIDOR CEILING EQUIPMENT OR SYSTEMS THAT CANNOT BE SHUTDOWN, AS DETERMINED BY OWNER. E. ALL DEVICES SHALL BE SECURED WITH MORE THAN A SINGLE SCREW. SPACE AND PROVIDE A PLASTIC GROMMET AT EACH STUB. N. CONDUIT RUNS SHALL BE LOCATED TO AVOID EQUIPMENT AND ACCESS TO G. THE CORE OF THE TRANSFORMER SHALL BE VISIBLY GROUNDED TO THE ENCLOSURE 12. PROVIDE A MINIMUM OF ONE WEEK'S NOTICE TO THE OWNER BEFORE ANY SERVICE EQUIPMENT OF OTHER TRADES. 8. DISCONNECT SWITCHES BY MEANS OF A FLEXIBLE GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH 5. PROVIDE MISCELLANEOUS COMMUNICATION SYSTEM DEVICES AS SHOWN AND SPECIFIED ON SHUTDOWN IS SCHEDULED. APPLICABLE NEMA, IEEE AND ANSI STANDARDS. THE DRAWINGS. 0. CONDUITS SHALL BE CONTINUOUS AND SECURED TO ALL BOXES IN SUCH A MANNER A. PROVIDE MOTOR DRIVEN EQUIPMENT WITH PROPERLY SIZED AND RATED DISCONNECT 13. BIDS SHALL BE BASED UPON THE SPECIFIED PRODUCTS OR USTED ALTERNATIVES. THE THAT EACH CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS FROM THE POINT SWITCHES TO COMPLY WITH N.E.C. REQUIREMENTS, WHETHER OR NOT INDICATED ON H. SOUND LEVELS SHALL BE GUARANTEED BY THE MANUFACTURER NOT TO EXCEED THE 6. INCLUDE SUFFICIENT WIRING, CONDUIT TERMINATIONS, ELECTRICAL BOXES, AND ALL OTHER DRAWINGS AND SPECIFICATIONS ARE BASED ON THE PRODUCTS SPECIFIED BY TYPE, MODEL OF SERVICE TO ALL OUTLET BOXES. RUN CONDUITS CONCEALED UNLESS OTHERWISE THE DRAWINGS. FOLLOWING: NECESSARY MATERIAL AS RECOMMENDED BY THE SYSTEM SUPPLIERS, tin AND SIZE AND THUS ESTABLISH MINIMUM QUALITIES WHICH SUBSTITUTES MUST MEET TO INDICATED. WHERE IT IS NOT POSSIBLE TO INSTALL CONCEALED CONDUIT, QUALJFY FOR REVIEW. WHERE ONLY ONE MAKE IS NAMED, IT SHALL BE PROVIDED. VERBAL PERMISSION MUST BE OBTAINED FROM THE ARCHITECT TO RUN SURFACE WIREMOLD B. DISCONNECT SWITCHES FOR THREE-PHASE MOTORS AND SINGLE-PHASE MOTORS 15 TO 50 KVA - 45 DB 7. PLENUM RATED CABLE SHALL BE USED IN PLENUMS IF CABLE IS NOT INSTALLED IN REQUESTS OR APPROVALS SHALL NOT BE BINDING ON THE ARCHITECT, ENGINEER OR OR CONDUIT. THE ROUTING AND ELEVATION OF SUCH SURFACE MOUNTED RACEWAYS 51 TO 150 KVA - 50 DB CONDUIT. OWNER. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT MUST BE COORDINATED WITH THE ARCHITECT BEFORE INSTALLATION. EXPOSED GREATER THAN 1/2 HORSEPOWER SHALL BE HEAVY-DUTY, SINGLE-THROW SAFETY 41111) SWITCHES. SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE, AS INDICATED, WITH OTHER THAN THOSE SPECIFIED, HE SHALL SUBMIT A WRITTEN REQUEST FOR SUBSTITUTIONS RACEWAYS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO STRUCTURAL AMPERAGE, POLES AND NEUTRAL, AS SHOWN ON DRAWINGS. PROVIDE SWITCHES WITH I. THE SECONDARY VOLTAGE OF ALL TRANSFORMERS WITH PRIMARY TAPS SHALL HAVE O TO THE ARCHITECT AT THE BID OPENING. INDICATE ANY ADDITIONS OR DEDUCTIONS TO THE MEMBERS AND SHALL BE PAINTED TO MATCH ADJACENT FINISHES. QUICK-MAKE, QUICK-BREAK OPERATING MECHANISM, FULL COVER INTERLOCK AND THE PRIMARY TAPS ADJUSTED SO THAT THE VOLTAGE IS WITHIN -F/- 5% OF THE SECTION 16710 - DUCT SMOKE DETECTOR MEM 0 CONTRACT PRICE ON THE BID FORM. " " NOMINAL RATING FOR BOTH LINE AND PHASE VOLTAGES. v P. CONDUIT SUPPORTS SHALL BE ATTACHED TO BUILDING STRUCTURAL MEMBERS ONLY, INDICATOR HANDLE, PROVISIONS FOR PADLOCKING OFF, U.L. CLASS R REJECTION 1. FURNISH, INSTALL AND WERE A REMOTE WALL MOUNTED RESET EST SWITCH WITH PILOT W 14, EQUIPMENT AND MATERIALS USED ON THIS PROJECT SHALL BE NEW AND U.L. LABELED AND NOT TO ANY BUILDING SUS-SYSTEMS SUCH A5 SUSPENDED CEILINGS, TYPE FUSE CLIPS, N.E.M.A. 1 ENCLOSURE FOR DRY LOCATIONS AND N.E.M.A. 3R J. PROVIDE A 6" CONCRETE PAD FOR FLOOR MOUNTING OF EACH TRANSFORMER RATED LIGHT FOR EACH DETECTOR TO INDICATE ACTUATION. U FOR THE APPLICATION. MECHANICAL DUCTS OR PIPES. ENCLOSURE FOR DAMP OR WET LOCATIONS. 75 KVA AND ABOVE, AND FOR SMALLER TRANSFORMERS IF INDICATED ON THE d Q. ENDS OF EACH CONDUIT SHALL BE CAPPED WITH AN APPROVED CAP OR DISC TO DRAWINGS. 2. PRIOR TO ROUGH-IN, LOCATE AND WIRE A RESET EST SWITCH AT EACH RESPECTIVE A.C. N 15. KEEP ONE COMPLETE SET OF THE CONTRACT WORKING DRAWINGS ON THE PROJECT SITEC. DISCONNECT SWITCHES SHALL BE MANUFACTURED BY SQUARE D OR BY APPROVED ITUll ON WHICH HE SHALL RECORD ANY DEVIATIONS OR CHANGES FROM SUCH CONTRACT PREVENT THE ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. ALTERNATE MANUFACTURERS: GENERAL ELECTRIC, WESTINGHOUSE OR SIEMENS. SHALL 5. FUSES: UNIT ROOM THERMOSTAT. COORDINATETHE DETECTOR AND RESET/TEST SWITCHI DRAWINGS MADE DURING CONSTRUCTION. AFTER THE PROJECT IS COMPLETED, RECORD BE WESTINGHOUSE TYPE "MS" SERIES OR EQUIVALENT, WITH PILOTLOCATION(S) WITH THE A.H.J. p SETS OF DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT IN GOOD CONDITION, ASA R. CONDUITS THAT PASS THROUGH EIRE OR SMOKE-RATED WALLS, CEILINGS, OR DECKS A. FURNISH AND INSTALL A COMPLETE SET OF FUSES THROUGHOUT FOR FUSIBLE a PERMANENT RECORD OF THE INSTALLATION A$ CONSTRUCTED. SHALL 8E INSTALLED SO AS TO MAINTAIN THE FIRE OR SMOKE RATING. 9. MANUAL MOTOR STARTERS EQUIPMENT IN THE PROJECT. FUSES SHALL BE AS MANUFACTURED BY BUSSMAN, 3. WIRE DETECTOR(S) INTO EACH A.C. UNIT CONTROL CIRCUIT IN CONFORMANCE WITH NEPA It GOULD OR LITTLEFUSE. TO SHUT DOWN ALL A.C. UNIT(S) WHEN SMOKE IS DETECTED BY ANY ONE DETECTOR. 16. PROVIDE NAMEPLATES ON PANELBOARDS, DISTRIBUTION EQUIPMENT, SAFETY SWITCHES, S. EXPANSION FITTINGS SHALL BE INSTALLED AT ALL POINTS WHERE CONDUITS CROSS A. LIGHT, OVERLOADS AND ON/OFF SWITCH; FLUSH MOUNTED IN FINISHED AREAS. LU MOTOR STARTERS, JUNCTION BOXES, AND CONTROL DEVICES. UNLESS OTHERWISE INDICATED BUILDING EXPANSION JOINTS. MANUAL MOTOR STARTERS SHALL BE MANUFACTURED BY SQUARE D, GENERAL B. PROVIDE FUSES OF THE SAME MANUFACTURER THROUGHOUT. FUSES SHALL BE U.L. CO a ON THE DRAWINGS, LETTERING SHALL INCLUDE THE NAME OR DESIGNATION OF EQUIPMENT, ELECTRIC, ITE OR ALLEN BRADLEY. LISTED, CURRENT LIMITING AND HAVE AN INTERRUPTING RATING OF 100,000 RMS HORSEPOWER, VOLTAGE RATING AND SERVICE DESIGNATION. NAMEPLATES SHALL BE T. CONDUIT ENTRIES INTO BUILDING SHALL BE MADE WATERTIGHT. ALL UNDERGROUND AMPERES SYMMETRICAL 0 LAMINATED PHENOLIC WITH A BLACK SURFACE AND WHITE CORE. IDENTIFICATION WITH A JOINTS SHALL BE SEALED. 10. HANGERS AND SUPPORTS: co DYMO TYPE INSTRUMENT IS NOT PERMISSIBLE. THE INSIDE COVER OF ALL RECEPTACLE c. FUSES RATED 601 TO 6000 AMPERES SHALL BE TIME-DELAY, W Z c7 OUTLET PLATES SHALL BE PERMANENTLY MARKED TO INDICATE THE PANEL AND CIRCUIT U. EXTERIOR UNDERGROUND CONDUITS SHALL BE INSTALLED 36 INCHES MINIMUM A. SUPPORT CONDUIT RUNS DIRECTLY ADJACENT TO BUILDING CONSTRUCTION WITH CURRENT-LIMITING, U.L. LISTED, N.E.M.A. CLASS L. Q N NUMBER OF THE OUTLET. THE INSIDE COVER OF ALL BLANK PLATES FOR JUNCTION BOXES BELOW FINISHED GRADE. SUITABLE ONE AND TWO-HOLE STRAPS AND/OR CLAMP-TYPE HANGERS. SUPPORT INSTALLED SHALL BE PERMANENTLY MARKED TO INDICATE THE SYSTEM. CONDUIT RUNS NOT ADJACENT TO BUILDING CONSTRUCTION WITH SUITABLE, b. FUSES RATED 600 AMPERES AND LESS SERVING PANEL BOARDS SHALL BE LI- = 0 Z_ N 3. BUSHINGS. LOCKNUTS AND CONNECTORS: ADJUSTABLE HANGERS. DO NOT USE PERFORATED STRAP-TYPE HANGER, WIRE TIES U.L. CLASS C. RK-1 DUAL ELEMENT(UNLESS NOTED OTHERWISE). _ cc 17. AFTER INSTALLATION, TEST FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION OF OR PLUMBERS STRAP. Z N 0 EACH SYSTEM AND RELATED WIRING. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. A. WHERE RIGID OR INTERMEDIATE METAL CONDUIT ENTERS A BOX, SECURE THE c. FUSES RATED 600 AMPERES AND LESS SERVING MOTOR CIRCUITS SHALL LANDLORD COMMENT/APPROVAL o a CONDUIT TO THE BOX WITH A LOCKNUT ON THE OUTSIDE AND INSIDE. PROVIDE B. PROVIDE ANGLE IRON FRAMES AND SUPPORTS FOR JUNCTION BOXS AND CABINETS BE U.L. CLASS RK-5 DUAL-ELEMENT TIME DELAY. I- Z 18 .INSULATION RESISTANCE TESTS SHALL BE MADE ON THE ELECTRICAL SYSTEM WITH AN BUSHINGS FOR CONDUIT TERMINALS AT BOXES. FOR CONDUCTORS THRU #8 AWG TO PREVENT STRAIN ON ENTERING CONDUITS. GROUP EXPOSED CONDUITS TOGETHER. APPROVED MEGOHMMETER. BUSHINGS SHALL BE GALVANIZED,NON-INSULATING TYPE, AND FOR CONDUCTORS CONDUIT PENETRATIONS INCEILINGS SHALL BE TIGHT TO THE CONDUIT AND SEALED. Z 3 a LARGER THAN #8 AWG BUSHINGS ARE TO BE INSULATING TYPE. IF THE CONDUIT SECTION 16500 - LIGHTINGI CT F'" 19. A GROUND CONTINUITY TEST SHALL BE MADE ON THE ENTIRE GROUNDING SYSTEM FROM FITTING PROVIDES EQUIVALENT PROTECTION OF THE CONDUCTORS, THE BUSHING MAY C. SUPPORT RIGID STEEL, IMC, AND EMT RACEWAYS AT MAX. TEN FEET INTERVALS AND a aQ CC THE SERVICE TO EVERY OUTLET. BE ELIMINATED. WITHIN THREE FEET OF OUTLET AND JUNCTION BOXS, CABINETS OR FITTINGS. 1. RECESSED INCANDESCENT FIXTURES SHALL HAVE THERMAL CUTOUT PROTECTION PER m d SUPPORT WITHIN 12" OF EACH CHANGE IN DIRECTION. USE ONE-HOLE MALLEABLE MANUFACTURER'S SPECIFICATIONS. 20. AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN COMPLETED, CLEAN ALL EQUIPMENT 4. FEEDER AND BRANCH CIRCUIT CONDUCTORS: IRON CLAMPS. SUPPORT MULTIPLE RUNS ON GALVANIZED UNISTRUT. LEAVING EVERYTHING IN WORKING ORDER AT THE COMPLETION OF THIS WORK. CLEAN 2. RECESSED FIXTURES SHALL BE PROVIDED TO BE COMPATIBLE WITH THE CEILING TYPES Project No. LIGHTING FIXTURES, OUTLET BOX PLATES, PANEL AND CABINET INTERIORS AND EXTERIORS, A. FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE U.L. LABELED, 98% D. DO NOT SUPPORT ELECTRICAL RACEWAYS, BOXES, FIXTURES AND EQUIPMENT FROM INSTALLED. VERIFY ALL CEILING TYPES WITH THE DIVISION 1 CONTRACTOR, OR WITH THE ETC., OF DIRT, DUST , DEBRIS AND PAINT, AFTER ALL OTHER TRADES HAVE COMPLETED CONDUCTIVITY COPPER-STAMPED AT 2 FT. INTERVALS WITH CONDUCTOR SIZE AND CEILING SUPPORT SYSTEMS, MECHANICAL SYSTEM SUPPORTS, OR MECHANICAL ARCHITECT BEFORE PROCUREMENT OF FIXTURES. Drawn By; CG THEIR WORK. INSULATION TYPE. SYSTEMS. Date esus 3. FLUORESCENT ELECTRONIC BALLASTS SHALL BE ONE, TWO, THREE OR FOUR LAMP TYPE TO 21. PROVIDE A TEMPORARY ELECTRICAL SERVICE ADEQUATE IN SIZE FOR HEATING, FOR THE B. FEEDER CIRCUIT CONDUCTORS SHALL BE TYPE "XHHW-2" OR "THHN," 600 VOLT, 11. ALL EQUIPMENT MOUNTED ON EQUIPMENT ROOM WALLS SHALL BE ATTACHED TO 3/4" ACCOMMODATE THE FIXTURES AND SWITCHING SPECIFIED, AND SHALL BE U.L. LISTED, 2-25-21 FOR LL REVIEW USE OF ALL TRADES AND FOR THE LIGHTING OF EACH ROOM DURING CONSTRUCTION. STRANDED COPPER, 90 DEGREE C RATED. PLYWOOD BOARDS, PAINTED WITH FIRE RESISTANT PAINT. CLASS "P". FLUORESCENT ELECTRONIC BALLASTS SHALL RE ADVANCE "GENTIUM" INSTANT TEMPORARY WIRING SHALL BE TO OSHA REQUIREMENTS. TEMPORARY SERVICE CAN BE START SERIES FOR T8 LAMPS OR EQUAL BY VALMONT, MOTOROLA, OR MAGNETEK/TRIAD. 3-17-21 FOR PERMIT EXTENDED FROM THE OWNER'S EXISTING POWER DISTRIBUTION SYSTEM. THE OWNER MUST C. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE "THWN/THHN-2," 600 VOLT, 901C BALLASTS SHALL HAVE A MINIMUM POWER FACTOR OF90%, A MINIMUM BALLAST FACTOR APPROVE OF THE POINT OF SUPPLY, THE METHOD OF EXTENSION AND THE ROUTING OF COPPER. WIRE SIZES #8 AWG AND LARGER SHALL BE STRANDED. OR BRANCH SECTION 16400 - SERVICE AND DISTRIBUTION NECESSARY TEMPORARY FEEDERS. PROVIDE A TEMPORARY TELEPHONE SERVICE FOR THE CIRCUIT CONDUCTORS SHALL BE TYPE 'MC' THHN-2, 600 VOLT 90 DEGREE C USE OF ALL TRADES DURING CONSTRUCTION. COPPER WITH INSULATED GREEN GROUND WIRE ENCLOSED IN AN ALUMINUM OR 1. GROUNDING. 22, DO ALL CUTTING AND PATCHING IN EXISTING CONSTRUCTION AS NECESSARY FOR GALVANIZED STEEL ARMOR 'CONDUIT' THAT IS APPROVED FOR EXPOSED OR A. GROUND ALL ELECTRICAL SYSTEM CONDUITS, MOTORS, PANELS AND OTHER EXPOSED INSTALLATION OF THIS WORK. HAVE CUTTING DONE BY SKILLED MECHANICS AS CAREFULLY CONCEALED APPLICATIONS. NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE AS POSSIBLE AND WITH AS LITTLE DAMAGE AS POSSIBLE. D. MINIMUM WIRE SIZE SHALL BE #12 AWG OR LARGER AS REQUIRED TO LIMIT WITH ALL PROVISIONS OF THE NATIONAL ELECTRICAL CODE, STATE BUILDING CODE 23. DETERMINE IF ANY STRUCTURAL ELEMENTS SUCH AS REBAR OR POST TENSION CABLES VOLTAGE DROP AT FURTHEST OUTLET TO 3%. AND LOCAL OR REGIONAL CODES. EXIST IN FLOORS, WALLS OR ROOFS BY INSPECTION COORDINATED WITH THE LANDLORDS 5. WIRE AND CABLE INSTALLATION: B. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED TENANT COORDINATOR OR STRUCTURAL ENGINEER AND BY USE OF X-RAY WHEN REQUIRED GROUNDING CONDUCTOR INSTALLED WITH FEEDER AND BRANCH CIRCUIT CONDUCTORS PRIOR TO ANY CUTTING OR CORE DRILLING. IF SUCH ELEMENTS EXIST, REPORT THISIN ALL CONDUITS. GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH IMMEDIATELY TO THE ARCHITECT AND LANDLORD'S TENANT COORDINATOR FOR RESOLUTION A. PULL WIRE AND CABLES INTO CONDUIT USING IDEAL INDUSTRIES "YELLOW 190", OR N.E.C. ARTICLE 250. PRIOR TO CUTTING OR DRILLING. EQUIVALENT. C. SYSTEM NEUTRAL CONDUCTORS SHALL BE GROUNDED AT THE SOURCE. NEUTRAL LANDLORD COMMENT/APPROVAL 24. OPERATION PRIOR TO COMPLETION: B. COLOR CODE WIRE AND CABLE FOR CIRCUITS AS CALLED FOR IN THE NATIONAL CONDUCTORS SHALL NOT BE USED FOR EQUIPMENT GROUNDING. WHEN ANY MECHANICAL OR ELECTRICAL EQUIPMENT IS OPERATED DURING CONSTRUCTION ELECTRICAL CODE. COLOR CODING OF FEEDERS SHALL BE BY MEANS OF COLORED THE WARRANTY PERIOD SHALL NOT COMMENCE UNTIL THE EQUIPMENT IS OPERATED BY TAPE AT TERMINALS. D. THE GROUNDING CONDUCTOR FOR BRANCH CIRCUITS FEEDING ISOLATED GROUND THE OWNER. PROPERLY CLEAN AND ADJUST THE EQUIPMENT AND COMPLETE ALL PUNCHRECEPTACLES SHALL BE CONNECTED ONLY AT THE ISOLATED GROUND RECEPTACLE LIST ITEMS BEFORE FINAL ACCEPTANCE BY THE OWNER. THE DATE OF ACCEPTANCE AND C. INDIVIDUAL BRANCH CIRCUITS ARE SHOWN ON THE DRAWINGS FOR CLARITY. LIGHTING GROUND TERMINALS, AND AT THE GROUND BUS OF THE SERVING PANEL deference only AND RECEPTACLE CIRCUITS MAY BE GROUPED FOR HOMERUNS, SO LONG AS THE START OF THE WARRANTY MAY NOT BE THE SAME DATE. ALL INCANDESCENT LAMPS CONDUCTOR AMPACITIES ARE DERATED PER NEC REQUIRMENTS. NEUTRAL Not part of this permit 2. BRANCH CIRCUIT PANEL BOARDS E 3 ■ 0 OPERATED FOR MORE THAN 50 HOURS DURING CONSTRUCTION SHALL BE REPLACED WITH CONDUCTORS IN RECEPTACLE CIRCUITS SERVING DATA EQUIPMENT LOADS SHALL NOT NEW LAMPS PRIOR TO OWNER ACCEPTANCE. BE SHARED. A. BRANCH CIRCUIT PANEL BOARDS SHALL BE DEAD-FRONT CIRCUIT BREAKER TYPE, 25. FIRE AND SMOKE INTEGRITY: WITH VOLTAGE, AMPERAGE, MAIN CIRCUIT BREAKER OR MAIN LUGS ONLY, AS NOTED SEAL BUILDING OPENINGS THROUGHOUT, CAUSED BY INSTALLATION OF ALL TYPES OF D. WIRING FROM LEGALLY REQUIRED EMERGENCY AND STANDBY POWER GENERATION ON DRAWINGS. ALL PANEL BOARDS SHALL BE PROVIDED WITH SOLID NEUTRALS AND ELECTRICAL EQUkPMENT(CONDUIT, CABLE/WIRE, PANELS ETC.) WHERE OPENINGS ARE IN SOURCES SHALL BE KEPT INDEPENDENT OF EACH OTHER AND INDEPENDENT OF ALL GROUNDING BUS WITH LUGS. ELECTRICAL FLOORS OR FIRE RATED WALLS CONFIGURE THE PENETRATION IN CONFORMANCE WITH UL OTHER BRANCH CIRCUIT WIRING, AND SHALL NOT ENTER THE SAME RACEWAY, CABLE, SPECIFICATIONS