The URL can be used to link to this page

Plans BU P2010-00030 ICING 9565 SW WASHINGTON SQUARE RD R W CONSULTANTS Project Management Design• Engineering March 25, 2010 City of Tigard, OR RE: Icing Permit#: BUP2010-00030 9585 SW Washington Sq. Space#BO3A Portland,OR 97223 Dan Nelson: The following are our responses to your comments of March 16, 2010. Comment 1: Please provide engineered design for the grid ceiling supports, including seismic struts, taking into consideration the approximate 17-20 ft. of interstitial space between the ceiling tile &the roof. Please include all calculations for engineered designs w/all submittals. OSSC 106.1. Response: Added/amended structural details on sheets A4.2 & A4.3. Structural engineer's calculation sheets attached to submittal. Comment 2: Provide calculations & construction details (including seismic bracing details for non full-height partitions) for all walls. Note: The roof structure is approximately 30' above the finished floor. OSSC 106.1. Response: Added/amended structural details on sheets A4.2 & A4.3. Structural engineer's calculation sheets attached to submittal. /�5/io _ Sincerely, 3� t (<0" j mmy L. Powers 11'V a;'' ` Project Architect 's.• UNIVERC,,, t TEXAS • `f") ,L: )F 17211 EAGLE HOLLOW • SAN ANTONIO, TEXAS 78248 • 210.408. 1860 03/115/2010 08:39 5036243E81 TIGARD BUILDING DEPT PAGE 01/01 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 16, 2010 d 11111 0 MI RE: TENANT IMPROVEMENT TIGARD Project Information Building Permit: BUP2010-00030 Construction Type: 2-B Address: 9585 SW Washington Sq. Occupancy Type: M Area: 1012 Sq, Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Please respond to conditions below. 1) Please provide engineered design for the grid ceiling supports, including seismic struts, taking into consideration the approximate 17-20 ft. of interstitial space between the ceiling tile and the roof. Please include all calculations for engineered designs with all submittals. OSSC106.1 2) Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. Note: The roof structure is approximately 30' above the finished floor. OSSC 106.1 When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclOsed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents, Respectfully, Ian Nelson Senior Plans Examiner (503) 718-2436 danntigard-or,gov Post-it.Fax Note 7671 paw?) 1640 p#21360` CoJOopt. c - CO. TQFJCit #5T(.26P=t_L-- Phone# Phon Fax%I 44.11_ Fax# Phone: 503.639.4171 • Fax: 503484.7297 • • www.tigard-or.gov • 7TY Relay: 503484.2772 LIMConsulting Engineers March 19,2010 Mr.Jeffrey Silverman 237 W 35th Street,Suite 301 New York, NY 10001 RE: Icing--Clare's Stores, Inc. Washington Square Mall Building Permit No. BUP2010-00030 Dear Jeffrey: In response to the review comments by the City of Tigard,Oregon,please see below: Item 9 Please provide engineered design for the grid ceiling supports, including seismic struts, taking into consideration the approximate 17-20 ft. of interstitial space between the ceiling tile and the roof Please include all calculations for engineered designs with all submittals. KPFF: Please see attached calculation sheet S1 to 55 for the engineering of the grid ceiling supports, ' including seismic struts. Item 2 Provide calculations and construction details(including seismic bracing details for non full height partitions)for all walls. Note:The roof structure is approximately 30'above the finished floor. KPFF: Please see attached calculation sheet S6 to 511 for the engineering of the non-loading bearing interior metal stud walls. Design is based on the requirements of the 2007 Oregon Structural Specialty Code, based on the 2006 International Building Code. If you have any further questions please let me know. z. :c t—r.;•ie i s' , } 'r Sincerely, ..- t .e EGON Michael Le, P.E -7 c- Associate � . - to Nod' 8. MO Muse EXPIRES: 12_/3//f C7 Attachments 2101391calcletter silverman-031910.doc 111 SW Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503)227-3251 Fax (503)227-7980 Seattle Tacoma Portland Eugene San Francisco Sacramento Los Angeles Irvine San Diego Phoenix Denver St. Louis New York _____„.„...._.. _.............................. .,. .....,.„......__ 1 I pr.oec; I !A.t,r- - it."A s.44, <dp., . 1.1,6-4...t. By Al !2- -.. Sheet °. ' .... II 4...................._ .7.`, EMI Consulting Engineers Location ine,i-cmim el i 0 p...... ____... Date 34 l/2/,/0 To-I-D-1■1"-(;.----------"-- . Client /...)p z) D.c. -Revised Poriland.Oregon _ t'.:•:''::1.1!**,::T.: Date .:.?.:•.;••'',' .T1?,t)e--flii2-14irt CA-14 ' -.,...-•- _ _ ___„.._ . ...___......_ _________.„.................._____ - &Rib CCM,'fi.)4- S urrog:r. g, C4LCu c. -?E ( AS ci, 7-os ) I , %) , inviy - .4 /2 ix/2.1 x 25 pap. = .34o (i2 1 /IL (c),7-)( lici).56e "it .,- 4054 a q 6,AfribE.55/o/0 7?,u7- e /2..0 o, c..... st- 1 M4)c L = .201 , r I Ct. '4. .......--.—....—..... ..±. 400 F5T 1 i 1 c 20 i Ifc,Lxia. ) Igo ,:, .. ,; .-:.. 4, 61 k ° c.° 4cor r 1 : jj C H't-.C IC LAJ 1 gA7". e 4-0 G .C. 1 _ I i , I 1 , — 1 4 ,A. x 2,525,F 7 /-10# X1 S- 2 4 Lt I t 14 z.'. 6-4t 0 0 -c i — , 4-- 0 Tpc - ,s' Ic. I° 446* -t--- :.., ........:„..—.......t (,19: (3'14) , +1 - '1( 36 ) .gIT > 6,5 r 7 (0 t ) ......,.. ............. ________......._J 5 2-- System Grounding and Electromagnetic Interference Shielding-Republic Conduit's EMT not only protects people from the harmful effects of faulty wiring, but also protects any nearby electric! electronic equipment from damage by the electromagnetic field. z 2-,,. I A= (3i4)( I) ,_ ) r Trade sizes range from 9/2"to 4': �� Z j Conduit is manufactured in the U.S. J1�`; _ +5 '" "r�f tt Available Sizes . w z a„. To easily identify the right size pipe for the job,simply look at our EMT's color coded ends(1/2"sizes ;'a y use black tape,3/4 sizes use red and 1 sizes use blue). Inventories of our products are maintained by leading electrical distributors throughout North America. Contact our Agent in your area today or visit www.republicconduit.com for more information. f Weights and Dimensions* ---...;. -- 4me...4.�..... ...:, r 1 I st�ra ft j Diameter OD :.Bmete. blacknes bulk . . N Cala CaM .� ie .. 11S:..1��: � mm •It1.•:;.',.�.; Dl gar ::;tBS;:.;;It fit7:;::;:: ..:: 1.83 •..,;:':;;::.#rg`:. . :,•.:-:.-:::;:-•;::::.:.,.:::-: :::.;..Vi-,'.:,-:-:.;46:,j:,. 0306 17.93 11.22.. 1:5;00..°. 0.042 1.07 ,3$`' :�13:8.:; 100 .,:'.:7000.'r:' 21:35', 2100:;".. ":9 2.4 Black ::�M Tape.':: ., .:. ` :, /. :21 `• 0.922 23.42 ::0.824 '°2100 0.049 1_25 :,:.,.40.]:.1=2,04.:-:.:- 100 5100 1525 .: 2300 • 1043.1.`, Red ;:Tape 1:::.'::. ..27;.:::, 1]63 29.54 ..::.14-'.0.49:•.::.[26'.6.0.-...;. 0.057 1.45 :.Ts7;:;::3i3.9':: 100 3000>.. ::9i"�;`it;?.20.0.:.;.:.:.:.:'.::,:911*:',..; Blue ::'Pape- .'. .1 14'..:4:1.:::::1.....35 : 1.510 38.35 ;.'1;380:...35,05` 0.065 1.65 :•.. ;..A5;8:_ 50 2400 ::::.670:..:....242 :.,.. .'.916:1.::: Red .,.Tape;. �' 1.1/2: " 1.140 44.20 1.510 4(1$9 0.065 1.55 ::;116 52,8:.: 50 1,500. 4b7:5:: ]79{J` 7$3'i.: Black ape''': . _ r:'.;,4.-,,..: :7: ? 53:°::: 2.197 55.80 i:::2;00,:,.::.;.$:„ .:,-254. 0.065 1.65 ':'::i48.',-.87.:I'..:'..:- 30 :1200 366:,.: :.'1776 :.,.:..105:4 ; Blue ;:Tape;.: ,: ae, ;:2.1/2:: :63:: 2.875 73_03 '.....V.31-: .,68:18:'.:-; 0.072 183 ,215, 98 0'. 610.. : 1861..::x:'13'1.8. 597 7;::: Black '`Tape -. t` 3 78., 3.500 88.90 .3:356` 85 24': 0.072 1.83 ;263.`;4.119:3 510 ...:.r155.4i :,,.::.:11#1;,.,::::.:y. b#3:7 : Blue ,,,::;I:40..,:.: ..•� ,r°"" 31 i...:::00 ::: ..Tape -•-y' `...Iz 91::. 4.000 101.6 �834 :;97;38.;' 0.083 211 349 ~I58 3; 112 9 „1291�. 5$5;x•`: Black :4 .. 1433-.: 4.500 114.3 4,334:; 7.1008; 0.083 211 '393::.":178.2_ .300:,.`:::31.5: ''1 7.9'.:'-5347.:-• Blue Tapp. Outside Munster •The values in feet/pound units are •All sizes furnished in 10'lengths. For trade size through 2" ±0.005 ±0.13 mm standard.The metric equivalents may •Applicable length tolerance= be For trade size 2 1/2" ±0.010 ±025 mm approximate.Conduit is always t1/4 116.35mm)without a coupling. identified by its English or Metric Trade For trade size 3" ±0.015 ±0.38 nun Size Designator. •21/2'.3".31/2",and 4"00 sizes are For trade sizes 3 r/z"and 4" ±0.020 ±0.51 mm the same as corresponding trade sizes •1/2".3/4",and 1"sizes of Republic's of Gaivite ERkAC S. - EMT are furnished bearing the Inch-Marked®and Guide•Linede • trademarks and with diamond knurled "` inside finish for easier wire put/push. Specifications tU Architects desiring to specify Republic Conduit EMT should include the following description: Electrical conductors shall be enclosed in Electrunite EMT in accordance with the National Electrical Code (NEC). Electrical metallic tubing shall be mild steel,electrically-welded,galvanized and produced to the following specifications: • ANSI-American National Standard for Steel • National Electric Code,2002 Article 358 3 Electrical Metallic Tubing, (EMT)ANSI, C80.3 (1999 NEC,Article 348) • UL Standard for Electrical Metallic tubing- • Federal Specification W1N-C-563 Steel, UL797, File#E7465 - The above Federal Specification WW-C-563 may still be referenced;however,the federal government has canceled it and has adopted the Underwriters Laboratories 797 and American National Standards Institute . C80.3 standards. 'AJI orders are subject to Republic Conduit's Terms and Conditions,a copy of which is available upon request. ww.republicconduit.com 7301 LOGISTICS DRIVE I LOUISVILLE, KY 40258 I USA I P 800-840-8823 I F 502-995-5873 liti . ,'2? .,,,,, .,:, 7---1. ‘ x ::,, : �- RepublicConduit „ .,, _ -,„...... '... ..,,-. ‘,,,,,.:.-., :-. ,,,i -..,:,,, .-3„:-., Electrunite° Electrical MetallicTubing 4.. 2 z fi Simplify Installation, Save Time, Spend Less y • Republic Conduit's Electrunite®Electrical Metallic Tubing(EMT)is the easiest electrical conduit to bend currently available in the marketplace. It is the thinnest and lightest of all of our products. Republic's EMT -w- ,�M: is manufactured from high quality,flat rolled steel and is produced using Republic Conduit's s `° exclusive Electrogalvanizing process,which provides a protective surface coating of satin-smooth, j: •• ' corrosion-resistant zinc to the tube.A secondary treatment, following the zinc coating,extends the `f: :Y„ ', •• surface protection of Republic Conduit's EMT. -2 a n,° The finished Republic EMT is uniform in outside diameter(OD),wall thickness and ductility. Its structural r,k ;E strength ensures system integrity,as it doesn't sag or become brittle under extreme temperature,nor .Jri 4 • does it burn or decompose, producing harmful smoke or gases. '� ., Large sizes of Republic's EMT offer an advantage for jobs where weight is a key factor in designing an '4'':'ta _ r •; s ti . electrical wiring system. Because of its thinner walls,large size EMT weighs approximately 40% less ' .- than Galvite°Electrical Rigid Metal Conduit-Steel(Galvite"ERMC-S).This, in turn,allows Republic �•' Conduit's customers to save on shipping and overall installation costs.And because the walls of this : , 4-:::-,,.; ti� -- product are thinner,there is approximately 22% more space on the inside of the conduit as compared �.:;', . r to identically sized Galvite'ERMC-S. „; N > Republic Conduit is committed to implementing effective quality management .. systems and processes. Our Georgia facility has maintained an ISO certification • ,r� since 7995 and has been recertified in 2008.Also in 2008,the Kentucky facility 4', J -. has achieved its initial certification by successfully meeting the requirements for ISO 9001:2000. l; v . Features and Benefits rr .,,,� --,t''''y..' �<.' Consistent Quality—Republic Conduit's entire production process is solely focused on manufacturing . quality products made to our customers'specifications. Our products are also manufactured to the highest criteria of the American National Standards Institute(ANSI)and Underwriters Laboratories(UL). $' Because of its ductility and tight tolerances, our EMT promotes wrinkle-free bends, reduces kinking and ice minimizes splitting from repeated bending and straightening. Cost-Effective Installations—Republic's EMT is a thin wall product with more inside wiring space,which means that less product is necessary to purchase. -- Easier wire pulling and pushing—diamond-shaped ID pattern*and protective, slick,inside coating (Silverslicke), reduce friction when pulling/pushing the wires.The Silverslick finish stays hard and smooth in various climate conditions,protecting your conduit and your investment. . :,.,::.--,- . _ — Accurate,time-efficient bending—Because 712;' 3/4" and 7" sizes of Republic Conduit`s EMT are Inch-Marked®and Guide-Lined,the product is easier to cut and bend properly right away,** further reducing waste. concrete and resists cracking,flaking and damage from severe bending, Its physical and — Lower life-cycle costs—steel conduit is impact and fire resistant, chemically compatible with r. mechanical properties ensure that the pipe has an extended shelf life,great for usage and storage without degradation in quality. 4r "Applies to 1/2;3/4"and 1"EMT sizes. ••When using an EMT bender. N , 5,%Ir ..Y,-- .,,,,,. :-.r—.. ...,,,,s; ..,,.s. ,v9'^,;�.:�, .,a.: ._.w.*,. a �' :..i ,,.c ,•.:...... b _ :....-�i.:, .. r.a '- c�":�ca. '�:c �"'�'== .�..; :� -.� J:.;y�s +x��^'�x�`r"w.ts,.;w r. •Via. """�"�x��•�*'�e.. kr �•-.?4''�m •k �..L�•••xL�" �� •-,^II' ' ..,..$... w� 54— (E)METAL-----\; , . -t....,----t---------SHIM OR BLOCK DECK • ! -- TIGHT TO I. i PREVENT BRIDGE , . • ' ' FROM MOVING I , [..._ : , .., ,,_ ,...... . 3x3x12GA. CLIP ,' / ss ,, , „ w/(3)#10 SCREWS . . (E)OWJ--------- / Xf . \7\\ ..\■....,__ ____,WIRE HANGER SECTION A-A w/(3)WRAPS MIN. 362S162-43 BRIDGE SPANNING A BETWEEN JOISTS 7 L + + + ,„......_,:i fc ;. , , . 3x3x12GA. CLIP #10 SCREW :,i v; (TO LOCK BRIDGE : ! t\l. A N' INTO PLACE) t\ . . . . SPLAY OR ; i HANGER WIRE (E)OWJ . w/(3)WRAPS MIN. . . . . . . NOTE: DO DO NOT DAMAGE EXISTING JOIST. 10/6/09 CEILING SUPPORT WIRE METAL BM/ TO (E) OWJ w/ BRIDGING TI-112 SC GRAVITY WIRES ON BOTH SIDES AND SPLAY WIRES r..., ON ONE SIDE WITH MIN.TYP. SPACING REF.TI-100 AND TI-150 v GYP. BOARD SUSPENSION FRAMING . Ac. T-BEAMS OR CHANNELS ii \ SYSTEM i \ _,A tç REF.TI-100 fi\ j ..,......„. ,.,.,.,.,,....,;.......,.....,i.,....:,...,i,.:„...:.,...:......i...,y,.,....;.:,:.:. 1...:.;,.....:. .:.,...,.....:::,.,:...,.,,;.,..;....:.. -.-\ )1- ,- 7-:. .-.::-:.,.... 1L- ------"'''''l GYP. 8"MAX, BOARD ACT SUSPENSION FRAMING SYSTEM REF.TI-150 10/6/09 METAL ifiggi GYP. CEILING TO ACT CEILING 71-106 I-Project By 1 Sheet No. 1 5C, Location 111111 Consulting Engineers Date Job No. client Revised ..— Portiand,Oregon / ,..:-... . ,..::' -- Dote 4--.. IA;A-LL 5:3(1,4"i-C41k}4 3)t-.7Sf try‘a ; Tee_ 'ph% 712-ioltc7) - 71 0 4)4*1-( Cs STRA-4-1, ?Wee tg--.. ., po re-P.401Z_ Lo im b OiLf-'5.14;(Le -7- 9''sr ■.--,- f&tt.44-cr,04,.... —.4--- --V- tA4f> ‘,311..... AN- . M i I. 4 li MPLI, - -L---1 ) ii cle te:11 (oY ) ),----- .-•:.7f.g,, -S-S°IA' (fica 7-) 1 c* cx ,ic.reiz C 4 slIc . c 1 I Cp i g 1 - 1 1 1 1 L - 1 I ! I I i ? I I i ! i 1 ,I 1 1 • . . I . ..„ . - i 1 I 1 1 I i . 1. S,- o .a r ,z .f"rl Y l :ickI•NF x r ..i. `�- r .-.,c•, : �.c.t �_;{ F .y.r� ` -".;r 3 'S-"''"'1 ;.�� rt...C.v.�'` -,'CPC. '"''T''� ��-`fs'�' `'?"�S�i„•r -Xr.'�',!'. "s"`.r'3"' "m,e,^ K 's :_ � r , r i X �, � 3'l�::.,.x�..:j_ui ��_�� <... � „�sk.:. �- � ..,_ .�, _. ._....._. r, ...,K<.r w�r.$ .G,'.":,., `'sG"�`- r�,'�(�^'rzv�k�✓k', '�i^C�� i3 �.s . -i<,3"` � nc� ..-�.j ..,r��'T Structural (S) Stud Section Properties Gross Effective 33ksi 1 Effective 50ksi 3 Torsional Thickness Area Weight lxx Sxx Rx 1yy Ry txx Sxx Ma Va Ycg ° txx Sxx Ma Va Ycg ` J`"'` Cw Xo Ro Section tin • tin OK_ ku 60 in' in) in' tin' in-k 1 b) at) tin- tin'J m-k• 0I6i) tint /tug' W tin tin` 11 .�Q n. :i•A"'-'�emteis666.6•�'�'.d�i 4'w:.��;S.�S1 �q �w• ' �:Y` K.. •^•Y.Y?F"'i..1...,�.a S,c:: �zt!t `.e. .1,•s.•. .,5`... -`r1.... 'Nam .'�a x'a t§A"��,:�.�.+ro,. .tG."k..-_.r.. 5-• ,<..`�+. '�FK... ''"�;6:5.::.,:Ssiin. '°'t.+a'x�.srxz_:..r13`.P�.K�'' 2505137.33 0.0346 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.156 309 1040 1.272 i 0.079 0-075 1.170 1.633 0.486 !2505137-43 0.0451 0.255 0.87 0-261 0.206 1.010 0.067 0.511 0.261 0.205 4.53 13.50 1260 0.173 0.094 -1.158 1.620 0.489 2505137.54 0.0566 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.255 5.76 1656 1.250 0.318 0.244 8.22 2510 1.274 0.337 0.113 -1.150 1.608 0.488 2505137-68 0.0713 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.19 2017 1.250 0.386 0.308 10.65 3057 1.251 0.661 0.134 -1.142 1-593 0466 2505162.33 0.0346 0.223 0.76 0.235 0.1:' 1.027 0.087 0.624 0.235 0.180 3.55 1040 1.274 0.089 0.144 -1.501 1.923 0.390 2505162.43 0.0451 0.289 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0240 5.22 1350 1.253 0.196 0.182 -1489 1.909 0.392 2505162.54 0.0566 0.358 1.22 0.370 0.296 L016 0.135 0.613 0.370 0.296 6.57 1656 1250 0.370 0.288 8.62 2510 1.267 0.383 0.219 -1.482 1.898 0.391 2505162-68 0.0713 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 821 2017 1.250 0.450 0.357 12A0 3057 1.255 0.752 0.262 -1.474 1.885 0.389 3505162-33 0.0346 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0,508 0.279 5.50 1046 1.779 • 0.103 0.273 •1.351 2.044 0.563 3505162-43 0.0451 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0-3721777 1.755 0.227 0.345 -1.339 2.031 0.565 3505162.54 0.0566 0.415 1.41 0.804 0.460 1.392 0.152 D.606 0.804 0.460 10.20 2403 1.750 0.804 0.447 1337 3446 1.773 0.443 0.418 •1.331 2.019 0.566 3505162-68 0.0713 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.965 0.563 12.83 2959 1.750 0.985 0.557 18.89 4483 1.758 0.872 0.503 -1.321 2.004 0.565 3625137.33 0.0346 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.254 5.02 1039 1.842 0.094 0.162 -1.026 1.826 0.684 362S137-43 0.0451 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.334 7.38 1777 1.826 0.207 0.204 -1.015 1.814 0.687 3625137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.417 9.43 2497 1.812 0.756 0.400 13.47 3446 1.844 0.405 0.246 -1.006 1.801 0.688 362S137-68 0.0713 0,470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.509 11.87 3076 1.812 0.922 0.508 17.56 4661 1.814 0.797 0.294 •0.996 1.784 0.689 3625162-33 0.0346 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.292 5.77 1039 1.843 0.105 0.293 .1.335 2.065 0.582 3625162-43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.389 8.46 1777 1.818 0230 0.371 -1.323 2.052 0.585 3625162.54 0.0566 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.481 10.69 2497 1,812 0.873 0.468 14.00 3446 1 836 0.451 0.449 -1.314 2.040 0.585 3625162-68 0.0713 0.524 1.78 1.069 0.590 1.429 0.188 0.596 1.069 0.590 13.44 3076 1.812 1.069 0.584 19.80 4661 1.820 0.887 0.540 -1.305 2.024 0.585 3625200.33 0.0346 0.297 1.01 0.848 0.358 1.478 0.177 0.772 0.643 0.318 6.29 1039 1.898 0.118 0.571 .1.770 2.432 0.470 362520043 0.0451 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.448 8.85 1777 1.834 0.261 0.726 -1.758 2.419 0.472 3625200.54 0.0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.568 12.36 2497 1.812 1.030 0.509 15.25 3446 1.898 0.511 0.884 -1.750 2.407 0.471 362S200-68 0.0713 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.698 15.54 3076 1.812 1.265 0.673 22.34 4661 1.844 1.008 1.070 -1.741 2.393 0.470 4005137-33 0.0346 0249 0.85 0.603 0.301 1.556 0.061 0-496 0.603 0.290 5.74 936 2.031 0.099 0200 -0.987 1.908 0.732 4005137-43 0.0451 0.323 1.10 0.776 0.388 1.551 0.078. 0.491 0.776 0.382 8.43 1777 2.014 0.219 0.253 -0.976 1.897 0.735 4005137-54 0.0566 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0,953 0.477 10.78 2777 2.000 0.953 0.457 15.40 3446 2.034 0.428 0.305 -0.967 1.884 0.737 4005137-68 0.0713 0.497 1.69 1.165 0.582 1.531 0.112 0475 1.165 0.582 t3.58 3429 2.000 1.165 0.581 20.10 5196 2.002 0.842 0.365 -0.956 1.866 0.738 4005162-33 0.0346 0275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.332 6.57 936 2.032 0.110 0.358 .1288 2.133 0.635 4005162-43 0.0451 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.443 9.63 1777 2.006 0.242 0.453 -1.276 2.121 0.638 4005162-54 0.0566 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.549 12.18 2777 2.000 1.098 0.533 15.96 3446 2.026 0.473 0.550 -1.258 2.108 0.638 4005162-68 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.673 15.34 3429 2.000 1.346 0.666 22.60 5196 2.009 0.933 0.663 -1258 2.092 0.639 4005200-33 0.0346 0.310 1.05 0.812 0.406 1.619 0.183 0,769 0.805 0.362 7.16 936 2.091 0.124 0.689 .1.715 2.481 0.522 400520043 0.0451 0.402 1.37 1.047 0,524 1.615 0.235 0.764 1.047 0.509 10.06 1777 2.023 0.272 0.876 -1.703 2.468 0.524 4005200-54 0.0566 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1292 0.646 14.06 2777 2.000 1.292 0.580 17.36 3446 2.091 0.534 1.068 -1.695 2.456 0.524 4009200-68 0.0713 0.622 2.12 1.589 0.795 1.599. 0.349 0.750 1.589. 0.795 17.68 3429 2.000 1.589 0.766 25.41 5196 2.035 1.054 1.295 -1.686 2.441 0.523 5505162-33 0.0346 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 670 2.787 0.130 0.704 -1.134 2.468 0.789 5505162-43 0.0451 0.424 1.44 1..:3 0.685 2.107 0.145 0.584 1.883 0.681 14.79 1487 2.757 0.2:': 0.894 -1.123 2.458 0.791 5505162-54 0.0566 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.845 18.76 2799 2.750 2.324 0.821 24.59 2967 2.782 0.564 1.088 -1.114 2.445 0.792 5505162-68 0.0713 0.657 2.24 2.861 1.040 2.086 0.212 0368 2.861 1.040 23.72 4442 2.750 2.861 1.031 34.94 5468 2761 1.114 1.316 4.103 2.427 0.793 600513733 0.0346 0.318 1.08 1.582 0.527 2229 0.069 0.464 `1.582 0.510 10.07 612 3.039 0.127 0.493 -0.823 2.421 0.884 6005137-43 0.0451 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.042 0.670 14.80 1358 3.018 0.280 0.625 -0.813 2.411 0.886 6005137-54 0.0566 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.839 18.98 2708 3.000 2.518 0.809 27.23 2708 3.042 0.549 0.757 -0.804 2.398 0.888 6005137-68 0.0713 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.031 24.05 4442 3.000 3.094 1.029 35-60 5468 3.002 1.084 0.911 -0.7933 2.380 0.889 6005137-97 0.1017 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 34.48 7372 3.000 4.188 1.396 50.80 11124 3.000 3.066 1.179 -0.770 2.341 0.892 7c• 6005162-33 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 612 3.039 0-137 0.851 •1.091 2.595 0.823 16.6 6005162-43 0.0451 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 1358 3.007 0.303 1.082 -1.081 2.585 0.825 r. 6005162.54 0.0566 0.556 t89 •2.860• 0.953 2.267 0.180 0.570 2.860 0.953 21.17 2708 3.000 2.860 0.927 27.76 2708 3.034 0.594 1.318 -1.072 2.572 0.826 6005162-68 0.0713 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.175 26.79 4442 3.000 3.525 1.164 39.46 5468 3.011 1.174 1.596 4.061 2.554 0.828 6. 6005162.97 0.1017 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 38.37 7372 3.000 4.797 1.599 56.73 11124 3000 3.329 2.093 -1.039 2.518 0.830 6005200.33 0.0346 0.379 1.29 2.075 0.692 2.340 0.209 0.743 2.059 0.617 12.20 612 3.135 0.151 1.577 -1.479 2.866 0.734 5005200.43 0.0451 0-492 1.67 2.683 0.894 2:335 0.268 0.739 2.683 0.873 17.24 1358 3.028 0.334 2.012 -1.468 2.855 0.736 6005200-54 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24.07 2708 3.000 3.319 1.002 30.01 2708 3.117 0.655 2.461 -1.459 2.842 0,737 - 6005200-68 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0:723 4.101 1.367 30.42 4442 3.000 4.101 1.317 43.71 5468 3.0471 1.295 2.997 -1.448 2.826 0.737 6003200-97 0.1017 tt 1.067 3.63 5.612 1.871 2.293 0.530 0.705 :5.612 1.871 43.49 7372 3.000 5,612 1.871 64.53 11124 3.000.3.679 3.981 -1.427 2.791 0.739 600525043 0.0451 E 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 1358 3.134 0.364 3.379 -1.898 3.193 0.647 600525054 0.0566 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.819 1.159 22.90 2708 3.115 3.760 1.069 32.00 2708 3207 0.715 4,146 -1.889 3.180 0.647 6009250-68 0.0713 0.836 2.84 4.727 1.576 2.378 0.688 0.908 '4.727 1.522 30.08 4442 3.045 4.727 1.342 40.19 5468 3.191 1.416 5.071 -1.878 3.164 0.6477 t 6005250-97 0.1017 1 1.169 3.98 6.496 2.165 2.357 0-923 0.889 6•496 2.160 48.80 7372 3.003 6.496 2.063 69.38 11124 3.0621 4.030 6.798 -1.857 3.130 0.648 'Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on pane 6. 7 SSA tmn AXI and oad Tables-- Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48"o.c.maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips/stud (1 kip= 1000 Ibs). I - 5 o sf.Lateral Lora Wall Spacing 3505162(mils) 362S137-(mid) 3625162-(mils) 3625200-(mils) Weight (in.) 33 ksi 50 ks+_. 33 ksi 50 ksi 33 ksi 50 ksi 33 tssi ! 50 ksi (ft) c.c. 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 .,s.+ .-z,^:.tt'Y7'v:,;'r.Y`•e.43X1:7 ,.{,., . ,,,,..,.. f lu.f,'•.. ., l ;'?C : .t ..,. A-'.. "r.'a`.+-1....v"1 Y:t:;'. 't.":.'yt. -,. ,....e:-if-...t.>t``i:'t,,. _ e•-5(S'�'r�. -"".., .✓ t•c ': F...rt. ...�+`r ;^=1! 4,•.,-7•n..,µ ...: y. u 8 12 2.03 2.76 4.09 5.14 t68 2.32 3.42 4.42 2.08 2.85 4.27 5.44 2.49 3.50 5.34 6.76 16 2.03 2.76 4.09 5.14 ' 1.68 2.32 3.42 4.42 208 2.85 4.27 5.44 2.49 3.50 5.34 6.76 24 2.03 2.76 4.09 5.14 1.68 2.32 3.42 4.42 2.08 2.85 4.27 5.44 2.49 3.50 5.34 6.76 t 9 12 1.95 2.66 3.83 4.80 1.63 2.26 3.27 4.19 201 2.75 4.04 5.12 2.41 3.37 5.02 6.32 16 1.95 2.66 3.83 4.80 1.63 2.26 3.27 4.19 2.01 2.75 4.04 5.12 2.41 3.37 5.02 6.32 24 1.95 2.66 3.83 4.80 1.63 2.26 3.27 4.19 2.01 2.75 4.04 5.12 2.41 3.37 5.02 6.32 10 12 1.86 2.54 3.53 4.43 1.57 2.18 3.07 3.91 1.93 2.63 3.78 4.75 2.32 3.22 4.68 5.85 16 1.86 2.54 3.53 4.43 1.57 2.18 3.07 3.91 1.93 2.63 3.78 4.75 2.32 3.22 4.68 5.85 24 1.82 2.54 3.53 4.43 1.50 2.18 3.07 3.91 1.92 2.63 3.78 4.75 2.32 3.22 4.68 5.85 12 12 1,66 2.26 2.92 3.64 1.43 1.98 2.62 3.30 1.73 2.37 3.17 3.94 2.11 2.87 3.89. 4.82 16 1.59 7 2.26 2.92 3.64 1.35 7 1.98 2.62 3.30 1.70 2.37 3.17 3.94 2.11 2.87 3.89 4.82 24 1.34 6 2.136 2.92 3.64 1.11 6 1.826 2.62' 3.30 1.44 8 2.28' 3.17 3.94 1.826 2,80 3.89 4.82 14 12 1.336 1.94 2.40 2.97 1.14 6 1.73' 2.19 2.73 1.43' 2.06 2.61 3.23 1.79 2.50 3.17 3.92 16 1.18 6 1.84 6 2.40' 2.97 1.00 6 1.61 6 2.19' 2.73 1.28 6 L997 2.61 3.23 1.61 6 2.43' 3.17 3.92 24 0.91 3 1.56 6 2.35 6 2.97 6 0 ' 1.34 3 2.15 6 2.73 6 1.00 3 1.70 6 2.58 6 3.23' 1.29 6 2.09 6 3.17 6 3.92 16 12 0.98 6 1.50 6 1.97 7 2.44 4260 1.34 6 1.81 6 2.25' 1.07 6 1.66 6 2.15' 2.65 1.34 6 2.03' 2.60 321 16 0.833 1.35 1.976 2.446 • •3 1.19' 1.81 6 2.256 0.91 3 1.496 2.156 2.65' 1.166 1.836 2.606 3.21 24 0.562 1.07 3 1.733 2.40 6 0.45 2 0.92 1.60 3 2.17' 0.64 7 1.20' 1.92 3 2.64 6 0.853 1.49 3 2.38 6 3.21* • 5 •Sf Lateral Load Wad Spacing 4005137(mils) 4005162-(mils) 4005200-(mils) 62-(mils) 5a : . ;ksi' �: i. 33 ksi 'S0 ksi 33 ksi Si . ... 50 ksi.; Height (in.) 33 ksi ..:::' .........:50hs�...:' .:..` :33 ksi: <� (ft) 0.c. 33 43 54 68 33 3 -�43 54 68 33 43 54 68 33 43 54 68 8 12 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 16 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 24 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 9 12 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 16 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 24 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 10 12 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 16 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 24 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 12 12 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 16 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 24 1.356 2.17 7 t 3.13 4.08 1.74' 2.65 3.80 4.92 2.15 3.21 4.66 5.99 2.40 3.32 5.32 7.13 , 14 12 1.39' 2.00 2.70 3.43 ; 1.73 2.38 3.22 4.07 2.10 2.87 3.91 4.93 2.29 3.18 4.96 6.64 16 1.24 6 1.97' 2.70 3.43 1.57 6 2.38 322 4.07. 1.96' 2.87 3.91 4.93 2.29 3.18 4.96 6.64 24 0.98 3 1.69 6 2.70 6 3.43 7 1.28 6 2.12 6 3.22' 4.07 1.63 6 2.59' 3.91 4.93 2.22 3.18 4.96 6.64 16 12 1.08= 1.70 6 2.30 2.85 1.35 6 2.08'` 2.72 3.36 1.69' 2.51 3.27 4.05 2.15 2.98 4.51 6.02 16 0.92' 1.54 6 2.30 6 2.85' 1.196 1.906 2.72 7 3.36 1.506 2.32' 3.27 4.05 2.14 2.98 i 4.51 6.02 24 0.65 2 1.24' 2.14 6 2.85 6 0.89'' 1.58 3 2.54 6 3.366 1.15 3 1.94 6 3.13E 4.05' 1.83 6 2.92 4.51 6.02 1 Deflection exceeds L/120 6 Deflection exceeds L/600 2 Deflection exceeds U240 7 Deflection exceeds U720 3 Deflection exceeds U360 -- If not noted,deflection is less than L/720 20 SS-1;4A ...„.... . .... . . 1 Project By Location Date 51- Mig Consulting Engineers .. Ciient Revised Portionci3Oregon Dote . Ity __j1 i , .----' ....■ ...--- ..- .---- ...-/-' 4 ,:. 4. ....- rff .. i i 1 1 1 1 • i tfr S . 1 1 1 1 r t 1 i 1 1 i 1 1 ! 1 i i i 1 1 v. TRACK BRIDGING , @ X'-X"c.c. // / 1„ A , , TYP. - , i 1 i I E F"� t SCREW ATTACHMENT p FASTENER ATTACHMENT TYP. U ¢ A TO OM TYP. LII 0 0 45° STUD KICKER BRACE u. TYP. o i SCREW ATTACHMENT EACH SIDE NESTED STUD ----�---,.,` I 1 DEFLECTION TRACK BLOCKING REF. SCHEDULE XISX.X SCREW T- ATTACHEMENT TO _ T: r � �-' y - NON-LOAD BEARING STUD BLOCKING REF. SCHEDULE XJSX.X 30x42 IIIIIIIIIIV SECTION A-A MIME ■111■#■ 06/09/09 ■ IMI Inli NON- LOAD BEARIN G WALL A L METAL TO PARALLEL OWJ NB-106A 5,1 11 1 1 1 I 1 1 0 � � --FASTENER ATTACHMENT F_. i i a@ XJC"o.c. 0 Q- • 0 I CREW ATTACHMENT w EACH SIDE o � � t i DEFLECTION TRACK REF. SCHEDULE X/SX.X lI NON-LOAD BEARING STUD REF. SCHEDULE X/SX.X 30x42 UMW,% 06/09/09 ■1111111111111 NON- LOAD BEARING WALL METAL TO PERPENDICULAR OWJ NB-106B Form 5a Project Name: Icing-Washington Square Portland,OR Page: LIGHTING - GENERAL 1. Interior Exceptions (Section 1313.1) ❑ No Interior Lighting.The building plans and specifications do not call for new or altered interior lighting. Skip to item 5,Exterior building Lighting-General,below. Exceptions E] Exceptions.1.The building or part of the building qualifies for an exception from code lighting Discussion of qualifying requirements.Applicable code exception is number: exceptions in instructions section. 2.Lighting equipment that qualifies for an exception-in addition to general lighting and is separately controlled.Applicable code exception is number: Areas of the building and equipment that qualify for any exceptions: Plans/Specs Show compliance by including a drawing sheet,detail number, RECEIVED and/or specification section and subparagraph. 2. Local Shut-off controls (Section 1313.3.1.1) ❑ Complies.At least one local shut-off lighting control for every 2,000 square feet of c 2010 lighted floor area and for all spaces enclosed by walls or ceiling height partitions. FEB i" D V This control is detailed in the building plans on drawing number: ❑ Exception. The building or part of the building qualifies for an exception. CITY OF TI ® ,��4EQ PRQp Applicable code exception is Section 1313.3.1.1,Exception: f a e ' • `5 atNEi 9 ' •ortions of the building that qualify: 1• •P 9 >t a lc Shutoff Controls (Section 1313.3.1.2) • t Applicable.Office floor area is not over 2,000 square feet of contiguous office floor area or � OREGON 2• rmitted space is not over 5,000 square feet.No offices less than 300 square feet,meeting r conference rooms,or school classrooms. �., 07/21191 Q a Complies.All interior lighting systems are equipped with a separate automatic control to shut off lighting during unoccupied periods.Offices less than 300 square feet,meeting and conference rooms,and school classrooms are equipped with occupancy sensors that comply with Section 1313.3.1.2.1. Compliance details in plans/specs: ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1,2,Exception: Portions of the building that qualify: 4. Daylighting Controls(1313.3.1.3) CI No classrooms or atriums with skylights or window to wall ratio greater than 50%. El Complies.All classrooms and atriums with window to wall ratio greater than 50%and/or skylights are equipped with automatic daylight sensing controls,as required by Section 1313.3.1.3.1 and Section '1313.3.1.3.2. The daylight sensors specified comply with Section 1313.3.1.3.3. Compliance details in plans/specs: Exterior Build-ing 5. Exterior Lighting(Section 1313.5) Lighting p Complies.The plans do not call for use of incandescent or mercury vapor lamps for use on building exterior. is lighting directed to illuminate ❑ Exception.The building plans indicate luminaires with incandescent or mercury vapor lamps,but are the exterior of the building and specified for use in or around swimming pools,water features,or other locations subject to requirements adjacent walkways and loading areas with or without canopies of Article 680 of the 2002 National Electrical Code. Clock Switches shall be astronomic(seasonal 6. Exterior and Canopy Lighting Controls (Section 1313.3.2) correcting)type with separate El Complies.The building plans and specifications include photoelectric and/or clock switches on all exterior programs for each day of the week and shall store energy to lighting systems which are designed and programmed to extinguish lights when daylight is present,as maintain timekeeping during required by Section 1313.3.2. power outages. 7. Connected Lighting Power(Section 1313.4) YES Complies. The lighting power does not exceed the power allowance established in either the Tenant Space Method(Form 5b)or the Space-by-Space Method(Form 5c). r Tenant Space Method(Form 5b) r Space-by-Space Method(Form 5c) r.. cr 4 V2.4.1-Compliance with 2007 OSSC Form 5c Project Name: Icing-Washington Square Portland,OR Page: INTERIOR LIGHTING POWER - Space-by-Space Method Lighting Power 1. Total Interior Lighting Power Budget from Worksheet 5b-1(Sum of Column(I)) 3,926 Budget 2. Total length of track lighting(ft) - Track Lighting Power 3. Line 2 multiplied by 50 Watts/ft 4. Total amperage of circuit breaker(s)serving track lighting(amps) 5. Voltage of circuit breaker serving track lighting(volts) 6. Maximum wattage of track lighting(multiply line 4 by line 5) 7. VA rating of the inline current limiter or the low voltage transformers 8. Track Lighting Power(the lesser value of line 3,6 or 7) Building's 9. Total Interior Lighting Power from Worksheet 5b-1 (Sum of Column(m)) + 3,910 Interior 10. Total Adjusted Lighting Power (line 8+line 9) = 3,910 Lighting Power 11. Does interior Lighting Design Meet Budget? Line 10 must be no greater than line 1. YES Exterior Canopy 12. Do Exterior Canopies Meet Budget (Worksheets 5c)? N/A Parking Garage Lighting Power 13. Does Parking Garage Meet Budget (Worksheets 5c)? N/A 14. Does Each Space With Retail Display Lighting Meet Budget(Worksheets 5d)? N/A Retail Display 15. Is The Total Retail Display Lighting Additional Power Less Than 17,500 W(sum of line 9 on Worksheets 5d)? N/A Lighting Power 16. Does Retail Display Lighting Meet Budget? N/A 5-3 Compliance with OSSC,effective 01/01/05 Work Project Name.j—long_Washmgton Square Portland OR _- Page 1 , LIGHTING FIXTURE SCHEDULE(see Table 5c in instructions for default luminaire power). I Is Lum I i Lumina. Lemmsxe ID lurrriluha _l_____,.—Laim? f Ballasts Paver From ___, —6,..— Dascnakm ■No —Dnscnr_twn I Poscnalon Ands, Table3c A User Defined . 51'Recessed DownkgM---_---__,"--_ 5 MHC70U1Ml3K i 5 Electronk 78 NO -., U—ser Det_ _j S-Row M 5 MHC70/UfM/3K 5 Etectrvnk 78 NO F I User Defined ell Gooseneck - i,05004R16EXN.USRI 1 t i ENetronk 50 NO G 1 User Defined ei 4'Dual Lamp Stop -_2 I}_ F327.735 5 1 Ef Ct C 54 NO —H-_.i User Defined 71 4'Linear 75 5_L ran Stan —----------+ MB-128 -T5 I I P _e_t l 1■ ElKtronk 28 NO _-L I User Defined ---- .r Recessed—Fan/loll Combo ,_, 1 I 52MBiCAP 01 14 NO M I User Defined 11 fi Recessed D.,wN�yht -■ 1 MHC701WHV3K ��--- Electronie 78 NO N I User Defined v Sem-Recessed Wall Wash Frdure_-- MRC70ri/M/3K I o 1 78 NO I_- - .I - - _ - 1 - ;` - - i -I _ _i.- _ ,i l'.1 — — -I ___ _ II 1 = t -r - -»_-- • I l ! • i l _i _ I t—" 1 ----- --' - ------I -�— �._�. ...—.. ---- ----- - -- -_ -- - .1. ' I - •. I -k ( _ r 1---1 _ r -_ 4- t. I I - - -_--_-_ _ I__.- -- -_` it -I — — I----1- - — - - r ,---- --- - — • --------- --- ------.__ __. -�11-, _ -- t I r - - - I 1 I - _ - 1 _ - I - — ----_-- -- • --1 l 5.4 v245 Campiiarce mth 2W7 OSSC Worksheet 5b-1 Project Name: Icing-Washington Square Portland,OR Page: INTERIOR LIGHTING POWER Space-by-Space Method Only Skip to column(f)if using the Tenant Space Method (a) (b) (c) (d) (e) Lumf)ID (9) (h) (I) U) (k) from Quantity of . Room ID (do Space Type Space Lighting Power Worksheet Luminaires(or Luminaire Lighting Room not leave any Area (Table 13-H) Type Budget 5a Column lineal ft.for track Power Exempt Power Total Ltg. blanks) (ft2) (enter space type only once per room) LPD (b)x(d) (a) lighting) (Watts) Fixtures (g)x(h) Power Each room Sales 759 Retail-Other Merchandise Sales Area 2 1,518 A J 8 78 ❑ 624 2,148 must be Sales - - Al J 4 78 ❑ 312 - identified. Sales - - F -( 9 50 ❑ 450 - Describe luminaires - for each individual Sales - - G 4 54 ❑ 216 - room in plans. Display 780 Retail-Other Merchandise Sales Area 2 1,560 H J 26 28 ❑ 728 1,586 Sales - -- M .J 7 78 ❑ 546 2,148 Display 325 Retail-Other Merchandise Sales Area 2 650 N j 11 78 ❑ 858 1,586 Stock Room 191 Active Storage 0.8 153 G .:__l 3 54 ❑ 162 162 For track lighting Toilet 50 Restrooms 0.9 45 L `' 1 14 ❑ 14 14 enter lineal feet in - ,,,, - - - column column(g). - - `' - - Column(k),enter - .7_.] - ❑ - , - sum of column(j)for - - - ❑ - - each room only once - at first entry for the - `I ❑ - - room See example _ - �I - in instructions. _ -1 ❑ - •1 —" - ❑ - -- - J - ❑ - - -• - - - ❑ - - - -1 _ ❑ _ - r - -1 - ❑ - .- - - -► - ❑ - -- - - -i - ❑ - - - - -, - ❑ - - - J - ❑ - -- - 71 - ❑ - - __ - ,( _ ❑ - - - - -1 - ❑ - - -- - :._:.1 - ❑ - - - - - ❑ - - - - -� - ❑ - - -( - ❑ - -- - - -i - ❑ - - - -C ❑ - -- - J - ❑ - - - - -� - ❑ - - _- - .f - ❑ - ❑ - - _ - ❑ - -- - - -I ❑ - - - .1 - ❑ - - t- - - +{ - ❑ - - - - -1 - ❑ - - 2,105 Worksheet 5b-1 Total Budget 3,926 Wksht 5b-1 Total Lighting Power(excluding exempt/track fixtures) 3,910 Other Pages Total Number of Additional Worksheet 5b I _- List the additional worksheets nece- ssary to catalog all luminaires in building (I) (m) (n) • Lighting Power Budget: Proposed Buiding Lighting Space-by-Space only(Total of Power(Total of column(k), Area Sqft.(not required Worksheet Number column(e)) excluding exempt/track) for Tenant Method) 5b-1 3,926 3,910 2,105 5b-2 5b-3 Sum of additional 5b worksheets '''.*Fa ,,- 3,926 3 910 2,106 Total Budget(of all worksheets) ' k:::": .--j 66 5-5 V2.4.1-Compliance with 2007 OSSC Form 4a Project Name: Icing - Portland, OR Page: SYSTEMS - GENERAL Applicability Plans/Specs Discussion of qualifying Show compliance by including a drawing sheet,detail number, exceptions on page 4-25 specification section and subparagraph. 1. Applicablity (Section 1317) Is this form required? ❑ Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area: Exception ❑-1 ❑-2 ❑-3 Area: Exception ❑-1 ❑-2 El-3 Area: Exception ❑-1 ❑-2 El-3 ❑ Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) ❑ Simple System. Building contains only Simple HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. Equipment Performance (Section 1317.5) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat-operated cooling equipment. ❑ Complies. All new HVAC equipment have efficiencies not less than those required by code. The following equipment efficiency worksheets are attached: 0-4a 0-4b 0-4c 0-4c 0-4e 0-4f 0-4g 0-4h 0-4i 0-4, 4. Duct Insulation and Sealing (Sections 1317.7 & 1317.8) ❑ No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. ❑ Complies. The plans and specifications call for all air-handling ducts and plenums to be insulated and sealed as required by Sections 1317.7 &1317.8. 5. Distribution Transformers (Section 1316.1) ❑ No Distribution Transformers. The plans/specs do not call for new distribution transformers. ❑ Complies. All new distribution transformers comply with efficiency, testing, and labeling requirements of Section 1316.1.1. ❑ Exception. The project qualifies for an exception per Section 1316.1.1, Exceptiion: 0-1 0-2 0-3 0-4 0-5 0-6 0-7 0-8 0-9 0-1 0 0-1 0-12 0-12 0-14 Attach relevant documentation for appropriate exception. The plans/specs show compliance in w k the following locations: 4-1 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Icing -Portland,OR Page: SYSTEMS - GENERAL 6. HVAC Controls (Section 1317.4) 6.1 System Thermostat/Zone Controls (Section 1317.4.1) o Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zones. ❑ Exception. HVAC system qualifies for an exception from zone control requirements. The applicable code exception is Section 1317.4.2, Exception 0-1 ❑-2 Portions of the building that qualify: The plans/specs show compliance in the following locations: M1 6.2 Off-hour Controls - Auto Setback or Shutdown (Section 1317.4.3) ❑ Complies. Systems must have at least one of the following features: ❑ Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non-use or alternate use of spaces served. D Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non-use or alternate use of spaces. HVAC systems with equipment shutdown are equipped with at least one of the following: D Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor(1317.4.3.1 (2)) El Interlocked to a security system (1317.4.3.1 (3)) ❑ Manually activated timers with 2-hour operation max (1317.4.3.1 (4)) ❑ Exception. The building qualifies for an exception to the requirement for automatic setback or shutdown controls. The applicable code exception is Section 1317.4.3 Exception 0-1 0-2 The plans/specs show compliance in the following locations: M1 6.3 Control Capabilities (Sec. 1317.4.2.1) D Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception 0-1 0-2 Portions of the building that qualify: The plans/specs show compliance in the following locations: M1 6.4 Optimum Start Controls (Section 1317.4.3.2) ❑ Complies. Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. D Exception. HVAC systems have a design supply air capacity not exceeding 10,000 cfm. The plans/specs show compliance in the following locations: M1 6.5 Heat Pump Controls (Section 1317.4.4) D No Heat Pump.The plans/specs do not call for a new heat pump ❑ Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. rThe plans/specs show compliance in the following locations: 4-2 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Icing-Portland,OR Page: SYSTEMS - GENERAL 7. Economizer Cooling (Section 1317.3) No Cooling. The building plans do not call for a new fan system with mechanical cooling. ❑ Complies. Each new fan system has an air economizer capable of modulating outside-air and return-air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception ED-1[1]-2 El-3 El-4 ❑-5 ❑-6 [1]-7 If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu/hr) (b) Total installed building cooling capacity (Btu/hr) ❑ Complies. Sum of exempt units rated at less than 54,000 Btu/hr is <240,000 Btu/hr or a/b < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: The plans/specs show compliance in the following locations: M1 8. Economizer Pressure Relief& Integration (Section 1317.3.1 and 1317.3.2) ❑ No Economizers Required. Project does not contain a new fan system requiring economizers. ❑ Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. ❑ Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception. The applicable exception is Section 1317.3.2, Exception ❑-1 ❑-2 The plans/specs show compliance in the following locations: 9. Hot Gas Bypass (Section 1317.5) ❑ No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass ti <240 000 Btu/hr 50% >240,000 Btu/hr 25% El Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu/h 4-3 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Icing-Portland,OR Page: SYSTEMS - GENERAL 10. Shutoff Dampers (1317.4.3.3) Not Required. Shutoff dampers are not required on this project. ❑ Complies. Each outdoor air supply&exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception ❑-1 ❑-2 ❑-3 ❑-4 ❑-5 ❑-6 The plans/specs show compliance in the following locations: 10.1, Shutoff Damper Controls (Section 1317.4.3.3.1) El Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm-up, cooldown, or setback. ❑ Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans/specs show compliance in the following locations: 10.2. Motorized Damper Leakage (1317.4.3.3.2) El Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. The plans/specs show compliance in the following locations: 11. Piping Insulation (Section 1314) o No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. ❑ Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1, Exception ❑-1 ❑-2 12. Occupancy Ventilation Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code. ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section1203.4.1, Exception. Attach worksheet 4m. The plans/specs show compliance in ml the following locations: The plans/specs show compliance on the following pages: 4-4 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Icing -Portland,OR Page: SYSTEMS - GENERAL 13. High Occupancy Ventilation (Section 1317.2.2) El Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 1004.1.2 have a means to automatically reduce outside air intake. Identify applicable systems: Plans/specs indicate where equipment (i.e. carbon dioxide sensor) and sequence is specified: ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. 0 No High Occupancy Systems. Project does not contain an HVAC system as described above. 14. Exhaust Air Heat Recovery (Section 1318.3) E Not Regulated. HVAC system does not have: 1) design supply air cap. of>10,000 cfm, and 2) min. outside air supply >70%, and 3) at least 1 exhaust fan rated at 75% of min outside air supply. ❑ Complies. Heat recovery system increases outside air temperature by 20°F (Climte Zone 1) or 30°F (Zone 2) and has provision to provide bypass during air economizer mode. El Exception. An HVAC system qualifies for an exception to this requirement. Applicable exception from Section 1318.3 Exception0-1 ❑-z ❑ 3 ❑ 4 ❑ 5 ❑-s El-7 The plans/specs show compliance in the following locations: 15. Large Volume Fan Systems (Section 1318.4.2.4) El Not Regulated. The building plans or specifications do not call for fan systems over 15,000 CFM that serve a single zone and function for the purpose of temperature control. ❑ Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce airflow as required by Section 1318.4.2.3. The plans/specs show compliance in the following Inpntinnc• 16. Variable Speed Drives (Section 1317.10.3.1) O Not Regulated. The building plans or specifications do not call for fan and pump motors 10 horsepower and greater that serve variable-flow air or liquid systems. ❑ Complies. All fan and pump motors 10 hp and greater which serve variable-flow air or liquid systems are controlled by a variable-speed drive. ❑ Exception. The building qualifies for an exception to the variable-speed drive requirement. Portions of the building that qualify: Applicable code exception is Section 1317.10.3.1, Exception The plans/specs show compliance in the following Inr-atinnc• 17. Service Water Heating (Sec. 1315) Ell No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. ❑ Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception. The applicable code exception is Section: Exception: i'i' 4 ' 'Portions of the building that qualify: .1 r` The plans/specs show compliance in the following locations: 4-5 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Icing -Portland,OR Page: SYSTEMS - GENERAL 18. Swimming Pools, Spas and Hot Tubs (Section 1315.5) 0 No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On/Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON/OFF switch as required by Section 1315.5.1. ❑ Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies. All heated pools, hot tubs and spas are equipped with a cover. ❑ Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft2 utilize recovered heat as required by Section 1315.5.3. ❑ Exception. Heat recovery is not necessary as pool is heated by renewable energy or waste heat recovery sources capable of providing at least 70 percent of the heating energy required over an operating season. 19. Fume Hoods (Section 1317.2.1.) No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. El Complies. Fume hood systems have at least one of the following features: ❑Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑ Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled no cooler than 3° F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. ❑ Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3 - Exhaust Air Energy Recovery, without using any exception. The plans/specs show compliance in the following locations: 20. Parking Garage Ventilation (Section 1317.2.3) No Enclosed Garages. The building plans and specifications do not call for enclosed Group S-2 parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1317.2.3. ❑ Exception. Open parking garages. 21. Kitchen Hoods (Section 1317.11) 0 Not Regulated. The plans/specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ❑ Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60°F; and (b) uncooled or evaporatively cooled. The plans/specs show compliance in the following locations: 22. Outside Heating Systems (Section 1317.12) ❑ No Outside Heating Systems. The plans/specs do not call for new permanently installed heating systems outside the building. ❑ Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. 4-6 Compliance with OSSC,effective 04/01/07 • a • RESPO \ SRLTIS o0gg ,� mm CEI\ FRAL \ OTES PROJECT 3 =SCRPTO \ PROVIDED � PROV. SCHEDULE ' i l $ g INSTALLED � INST. DIVISION 01000 - GENERAL REQUIREMENTS _ PERMITS, FEES, AND INSURANCE • 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA, STANDARD 101, AND ANY OTHER STATE OR LOCAL DEMOLITION OF EXISTING, INTERIOR TENANT FINISHES AND INTERIOR MODIFICATIONS TO AN EXISTING MALL ��,.;_`. .�[_`'r�•r� . ,• • .: . •,:tL '""_':�4:7,-, ! PROFESSIONAL CLEANING • CODES HAVING JURISDICTION. BUILDING ( FIRST FLOOR ) FOR RETAIL TENANT SPACE. . - '-•• :w: ., % .• , .*. .`::''. TEMPORARY POWER / WATER •• 2. GRILLE CONTRACTOR, SIGN CONTRACTOR AND CARPET FLOORING CONTRACTOR ARE CONTRACTED �. s- -,: }... . CERTIFICATE OF OCCUPANCY • DIRECTLY WITH CLAIRE'S STORES, INC. THE TENANT'S GENERAL CONTRACTOR SHALL COORDINATE REQUIREMENTS w/LANDLORD ALL INSTALLATION WITH THESE CONTRACTORS. PROJ= CT I \ F 0 R U A-I0 \ ..• r �; DUMPSTER / TRASH REMOVAL •• COORDINATE Q / . .,..�, .. . ,.... ,:-. ;..• .? : . t DIVISION 02000 SITE WORK -'4.4-'4.4t1 : ,Y t � , :: `� :. •:..-.V. ), ''' DEMOLITION • 3. STOREFRONT SIGN INSTALLATION SHALL BE BY TENANT'S SIGNAGE VENDOR AND COORDINATED SHORING RING AND BRACING •• WITH OTHER TRADES BY TENANT'S G.C. INTERIOR SIGNAGE SHALL BE PROVIDED BY TENANT AND NOTE: ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES, TEMPORARY BARRICADES •• COORDINATE REQUIREMENTS w/ LANDLORD INSTALLED BY T.G.C. INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: OR ARY B ASBESTOS TESTING AND ABATEMENT •• 4. EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON ELEC. DRAWINGS. ADDITIONAL EMERGENCY BUILDING CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE DIVISION 03000 - CONCRETE PATCHING EXIT ILLUMINATION MAY BE NEEDED SUBJECT TO AN ON-SITE INSPECTION. MECHANICAL CODE: 2007 OREGON MECHANICAL SPECIALTY CODE (2006 IMC, 2006 IFGC) SQ ,JAR -- CONCRETE SLAB • W A S - n CAST-IN-PLACE CONCRETE (PATCHING) •• 5. THE T.G.C. IS RESPONSIBLE FOR PROVIDING A SMOOTH LEVEL FLOOR SURFACE THAT MEETS THE PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE (2006 UPC) CONCRETE TOPPING / LEVELING COMPOUND •• REQUIRED: SEE PLAN ON D1 MANUFACTURERS INSTALLATION SPECIFICATIONS PRIOR TO THE INSTATION OF ALL FLOORING MATERIALS. USE EPDXY BASED LEVELING COMPOUND. PATCH/SHIM ALL AREAS AS NECESSARY SO THAT NEW FLOORING ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE (2008 NEC) FLOOR CUTTING AND/OR CORE DRILLING •• COORDINATE REQ. WITH LANDLORD MEETS LEVEL WITH ALL OTHER FLOORING SURFACES, MAXIMUM TOLERANCE OF 1/8" PER FOOT. 9585 S . W. WAS \ GTO \ SQ . ROAD DIVISION 04000 i MASONRY - NO WORK REQUIRED IN THIS SECTION FIRE PREVENTION: 2007 OREGON FIRE CODE DIVISION 05000 MISC. METALS 6. THE FLOORING SUB-CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE CONDITION OF THE BASE OF THE FLOOR MEETS THE INSTALLATION SPECIFICATIONS PROIR TO THE INSTALLATION OF THE NEW ALUMINUM REVEALS •• FLOORING MATERIAL ENERGY CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER '13 . COLD ROLLED CHANNELS •• ACCESSIBILITY: 2007 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 POR A \ D oR ...._ LIGHT GAUGE FRAMING •• 7. T.G.C. SHALL FIELD VERIFY EXISTING STRUCTURE HEIGHT, CENTERLINE, LOCATIONS, AND ANY OTHER CONDITIONS _ WHICH MIGHT AFFECT THE CONSTRUCTION PRIOR TO BIDDING THE JOB. 9 Ac __ BLOCKING (MS .) - r�oD ANO PLASTtcs •• 8. PERSONS BIDDING ON THIS PROJECT SHALL DIRECT ALL QUESTIONS REGARDING BIDDING, IDENTITY OF GENERAL OCCUPANT LOAD A. OCCUPANCY GROUP: S p • • USED AT FLUORESCENT UGHTS AT MODULAR SOFFIT ABOVE CASHWRAP CONTRACTOR SUB-CONTRACTOR, OR CONTRACT RELATED ISSUES TO CLAIRE'S STORES, INC.,-SEE CONTACT CALCULATIONS: 1. EXISTING BUILDING: GROUP M, MERCANTILE ENGINEER OF RECORD# B03A GEL FLOURESCENT LAMP COVERS CONTRACTOR/SUB-CONTRACTOR, RETARDANT LUMBER / PLYWOOD •• INFORMATION ON THIS SHEET. B. CONSTRUCTION TYPE: DIVISION 07000 - THERMAL AND MOISTURE PROTECTION 9. ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY TENANTS G.C., UNLESS NOTED OTHERWISE. 1. EXISTING BUILDING: TYPE: II-N INSULATION (DUCTWORK) •• (SEE MECHANICAL PLANS) ROOF PENETRATION, CURBING AND FLASHING •• COORDINATE w/ LANDLORD 10. THE TENANT'S GENERAL CONTRACTOR SHALL VERIFY THAT ALL ROOF LEAKS ABOVE THE LEASE SPACE HAVE FIRE RESISTIVE CONSTRUCTION RATINGS; , SEALANT AND CAULKING •• BEEN REPAIRED BY THE LANDLORD'S ROOFING CONTRACTOR PRIOR TO BEGINNING ANY NEW CONSTRUCTION ALL DEMISING WALLS : 1 HOUR FIRE STOPPING •• WORK. INTERIOR WALLS : 0 HOUR FLOORS : 0 HOUR WATERPROOF MEMBRANE AT TOILET ROOM •• COORDINATE REQUIREMENTS w/LANDLORD 11. SEE MECHANICAL PLAN ON DWG. M1 FOR NOTES AND RELATED INFORMATION ABOUT THE SMOKE EVACUATION FLOOR/CEILING : 1 HOUR LE. 1 DIVISION 08000 - DOORS AND WINDOWS SYSTEM. T.G.C. TO PROVIDE AND INSTALL, IF REQUIRED. ROOF/CEILING : 0 HOUR RATED METAL DOORS AND HARDWARE •• FIRE CORRIDOR WALLS: 1 HOUR REAR SERVICE DOOR • '12. SEE POWER PLAN ON DWG. El FOR NOTES AND RELATED INFORMATION ABOUT THE FIRE ALARM/LIFE SAFTEY EXISTING PUBLIC TOILET ROOMS - PLANS AVAILABLE UPON REQUEST. ALL HARDWARE FOR DOORS •• SYSTEM AND THE ENERGY MANAGEMENT SYSTEM. T.G.C. TO PROVIDE AND INSTALL, IF REQUIRED. C. EXITING: In) METAL GLAZING FRAMES & DOORS (AT S/F) •• 13. METAL TRANSITION STRIPS MUST BE INSTALLED BEFORE THE LAST ROW OF TILE IS SET. 1. ALLOWABLE SQUARE FEET PER LAMINA1ED /TEMPERED GLAZING(AT STOREFRONT) •• CARPET IS INSTALLED LAST. THE V.C.T. AND IT'S TRANSITION STRIP MUST ALSO BE INSTALLED BEFORE THE OCCUPANT PER U.B.C. ROLLING SECURITY GRILLE • CARPET. A. MERCANTILE 30 S.F. / PERSON RS' CONSULTANTS DIVISION 09000 WALLBOARD- FINISHES 14. THE GENERAL CONTRACTOR SHALL NOTE ALL SHORTAGES AND DAMAGES GOODS ON THE BILL OF LADING, AND B. STORAGE 300 S.F. / PERSON GYPSUM WALLBOARD ( ON STOREFRONT SORTS / OUTER •• FINISH TAPED, SPACKLED AND SANDED SMOOTH TO A 4-5 LEVEL Project Management * Design FASCIA SURFACES TO RECEIVE FRESCO FINISH ) FINISHED AND WHITE PRIMER PAINTED TWO COATS, ALL BY T.G.C. REPORT SAME WITHIN 24 HOURS FROM RECEIPT OF SHIPMENT, BY FAX, TO CLAIRE'S TRANSPORTATION DEPT. AT 2. OCCUPANT LOAD: (847) 765-3457. THE FOLLOWING INFORMATION SHALL BE INCLUDED: 17211 Eagle Hollow R A WI C SYMBOLS WOOD BASE - PAINTED 1.) NAME OF CARRIER 2.) DELIVERY DATE 3.) STORE NUMBER 4.) STORE ADDRESS GROSS LEASE AREA: 1012 SQUARE FEET San Antonio, TX 78248 VINYL BASE •• 5.) NAME OF SHIPPER 6.) DESCRIPTION OF DAMAGE OR SHORTAGE NET SALES AREA: 795 SQUARE FEET + 30 = 27 PERSONS GWB CEILING AND FRAMING SYSTEM •• 7.) COPY OF BILL OF LADING NON-SALES AREA: 217 SQUARE FEET _ 300 = 1 PERSONS O DOOR N0. ELEVATION KEY EXISTING DOOR SUSPENDED ACOUSTICAL CEIUNGS AND GRIDS •• G.C. SHALL ADVISE CLAIRE'S PROJECT MANAGER WITHIN 24 HOURS OF RECEIPT OF SHIPMENT, SO TOTAL OCCUPANT LOAD = 28 PERSONS 0 ELE PAINTS •• REPLACEMENT ITEMS CAN BE ORDERED. 3. NUMBER OF EXITS VINLY WALLCOVERING • • REQUIRED PER FLOOR: 1 in � -FIXTURE/FURNISHINGS NO. ENTRY TILE FLOORING AND BASE • • G.C. TO COORDINATE WITH OWNER'S SUPPUER 4. EXIT DOOR WIDTH REQUIRED: 36" NEW DOOR I \/ - - A 5. DISTANCE TO EXITS: 75'-0" MAXIMUM AO" WALL OR DETAIL MATCH EXISTING MALL FLOORING AS REQR'D. •• I L A V - S P R _A J R T I SECTION NO. VINYL COMPOSITION TILE •• - 6. HARDWARE TYPE: HANDICAPPED PANIC HARDWARE ARCHITECT OF RECORD X-X MATERIAL FINISH ler A COLOR GEL SLEEVES TRANSITION STRIP / TO ENTRY 11LE •• G.C. TO COORDINATE WITH OWNER'S INSTALLER D. FIRE EXTINGUISHER SYSTEMS DESIGNATION CARPET REDUCER STRIP / TO V.C.T. • • FLAMESPREAD: COMMERICAL CARPET - ( FC-1 ) 1. AUTOMATIC FIRE EXTINGUISHING TRANSITION MATERIAL / TO MALL FLOORING •• WALL COVERING - ( WC-1 ) BENTLY SYSTEM: FULLY SPRINKLERED PER CODE , . CARPET •• G.C. TO COORDINATE WITH OWNER'S INSTALLER DIVISION OF EPICO FLAMMABILITY: CLASS I - EXCEEDS .45 2. SPRINKLER HEADS: RECESSED PENDANT AT CEILINGS ,_ M.D.C. WALL COVERINGS, A DIVI WATTS PER CM2 CRITICAL RADIANT FLUX: SLATWALL PANELS, TRIM & INSERTS • • G.C. TO COORDINATE WITH TRIM RAIL SUPPLIER INDUSTRIES INC. 3. FIRE EXTINGUISHERS: WITH COVERS (WT) r; �� DIVISION 010000 - SPECIALTIES BOLTA KIMURA 'LILAC MIST' - RATED (2) TYPE ABC PER PLAN ' �`' L A\ L O R \ OT'S INSTALLED BY SIGN VENDOR, SEE NOTE NO. FLAMMABILITY: CLASS : 1 , ASTM E-84 CEILING ( C-1 ) ONE HOUR RATED LAY-IN TILES =r,.,, STOREFRONT SIGNAGE •• FLAME SPREAD RATE: 10 GRID SYSTEM, AND HOLD-DOWN CLIPS SERVICE DOOR IDENTIFICATION • • SMOKE DEVELOPED: 5 "ARMSTRONG WET FORMED MINERAL FIBER '} °' HANDICAPPED ACCESSIBILITY SIGNAGE •• LAY-IN TILES AND ARMSTRONG PRELUDE co IT IS A VIOLATION OF THE LEASE TO FAIL TO CONSTRUCT THIS PROJECT ACCORDING TO THE FRESCO FINISH - ( F-1, F-2 ) FIRE EXTINGUISHERS •• NASS FRESCO FINISHES INC. FIREGUARD 15/16" EXPOSED TEE GRID i. ° "TENANT PACKAGE" REQUIREMENTS (TENANT DESIGN & CONSTRUCTION CRITERIA, CONSTRUCTION RULES AND TOILET ROOM ACCESSORIES •• MIRRORS / GRAB BARS / PAPER TOWEL / TOILET PAPER, ETC. PLASTIC-BASED FRESCO PLASTER SURFACE BURNING CLASS A ASTM E 1274 1 \ 91X O F m R A WI \ GS A R UI S I 0\ SL M MARY '� . z < J issEsegm REGULATIONS FOR TENANT'S CONTRACTOR, AND SIGN DESIGN & CONSTRUCTION CRITERIA). ANY DEVIATIONS SALES AREA WALL-MOUNTED NON-ILLUMINATED SIGNAGE • ON O.S.B. OR GYP. BOARD. FLAME SPREAD 25 OR UNDER UL LABELED CALCULATED FLAME SPREAD INDEX: 24.2 P vi¢ FROM THE CRITERIA OR THESE CONSTRUCTION DOCUMENTS MUST HAVE THE TENANT COORDINATOR'S APPLIED STOREFRONT GLASS LOGO • Ti TITLE SHEET Qj 03/04/10 ' ` ``' C� APPROVAL. NON-ILLUMINATED SIGNAGE • REF. DRAWINGS MAXIMUM WALL FLAME SPREAD: 5.5 FEET PRIOR - _ - _ `a cc ~ SPECIFIC WRITTEN AP TO 10 MIN. PAINT ( PT 1, PT-2, PT 3, PT-4 ) D1 DEMOLITION PLAN A 03/04/10 r 0 v w DIVISION 011 000 - EQUIPMENT MAXIMUM FLOOR FLAME SPREAD: 0.0 PRIOR TO BENJAMIN MOORE �, Z IT IS THE TENANT'S RESPONSIBILITY COMPUTER •• 10 MIN, FLAME SPREAD RATE E 84-79 a Al CONSTRUCTION PLAN 02/23/10 } Id 1 FIELD VERIFICATION IS REQUIRED BY TENANT PRIOR TO CONSTRUCTION. - FUEL CONTRIBUTION 5 POINT OF SALE (POS) EQUIPMENT •• SMOKE DEVELOPED INDEX: 7.0 `�y<-; o TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SPACE. SMOKE DENSITY 0 Al A1.1 REFLECTED CEILING PLAN & 02/23/10 a o AUDIO SYSTEM/SPEAKERS /RECEIVER AND WIRES • • - FLOORING - ( FC-4 ) semessen U N Z D PLANS. DIVISION 012000 - FURNISHING ARMSTRONG, CLASSIC WHITE #51911 VINYL NOM: A2 STOREFRONT ELEV. & MATERIAL SCHEDULES A 03/25/10 THE LANDLORD RESERVES THE RIGHT TO MAKE ANY ON SITE CORRECTIONS TO THE APPROVE SALES AREA FIXTURES / PANELS • • T.G.C. TO UNCRATE AND ASSEMBLE/ SEE SHEET F1 COMPOSITION TILE FLOORING ALL DECORATIVE MATERIALS IN THE SALES A2.1 INTERIOR ELEVATIONS, DETAILS 03/25/10 SALES AREA CEILING SUSP. MODULAR SOFFIT • • T.G.C. TO UNCRATE, ASSEMBLE AND PAINT ASTM F 1066 COMP. 1, CLASS 2 AREA MUST BE NON-COMBUSTIBLE OR FIRE CRITICAL RADIANT HEAT ASTM E 648 RETARDANT TREATED. A2.1 A INTERIOR ELEVATIONS Lis, 02/23/10 CASHWRAP/LARGE FLOOR FIXTURES • • A CORNER GUARDS • SLATWALL (SW-1) A3 STOREFRONT DETAILS ® 03/25/10 STOCKROOM SHELVES • • - MARLITE, INC. A3A STOREFRONT DETAILS ' 03/25/10 METAL EMPLOYEE LOCKERS • • SEE NOTES ON FIXTURE/FURNISHINGS PLAN SERIES 2000 DISPLAYWALL w/ MARLITE FINISH SECURITY MIRRORS • A4 WALL SECTIONS, CONSTRUCTION DETAILS ZN 02/23/10 SECURITY CAMERA • • _ (FLAMMIBILITY CLASS: C) A4.1 CONST. DETAILS, DOOR SCHED., NOTES © 02/23/10 FLAME SPREAD INDEX: 105 SECURITY DOME • • .H_ SMOKE DEVELOPED INDEX: 160 A4.2 CONNECTION DETAILS AND INFORMATION A 03/25/10 LADDER HOOKS •• ._ - ASTM-E84 A4.3 CONNECTION DETAILS AND INFORMATION A 03/25/10 DIVISION 013000 - SPECIAL CONSTRUCTION - NO WORK REQUIRED UNDER THIS SECTION Fl FIXTURES/FURNISHINGS PLAN Z\ 02/23/10 DIVISION 014000 - CONVEYING SYSTEMS - NO WORK REQUIRED UNDER THIS SECTION DIVISION 015000 - MECHANICAL AND PLUMBING SP1 SPECIFICATIONS _ COLD WATER SUPPLY •• SEE MECHANICAL PLAN , _Y P L A\ SP2 SPECIFICATIONS I I I DAMPERS • • SEE MECHANICAL PLAN DIFFUSER / GRILLES •• UGHTSTAT THERMOSTAT •• SEE MECHANICAL PLAN WASHINGTON SQUARE MALL M1 MECHANICAL PLAN L . 02/23/10 < 0 PORTLAND, OR D 0 <H.V.A.C. HEATING AND COOLING UNITS •• SEE MECHANICAL PLAN ICING M2 MECHANICAL DETAILS Lis, 02/23/10 B-03A LLl H.V.A.C. DUCTWORK •• SPACE NO. E1 POWER PLAN As, 02/23/10 1-.0 (1) f": 0 PLUMBING FIXTURES AND WATER HEATER •• _ �] E1.1 PANEL SCHEDULES, LOAD SUMMARY L� 02/23/10 00 . 0 TOILET ROOM EXHAUST DUCTWORK •• �� eY •• COORDINATE WITH LANDLORD Ti:',,... 4-- ' E2 LIGHTING PLAN , 02/23/10 ROOF PENETRATIONS SANITARY UNE •• >>--,»> © 02/23/10 DRAWING NO LONGER REQUIRED SMOKE EVACUATION •• COORDINATE WITH LANDLORD AND LOCAL JURISDICTION 7 - SMOKE DETECTORS •• COORDINATE WITH LANDLORD AND LOCAL JURISDICTION r - ;_:.i 'II-. SPRINKLERS •• COORDINATE WITH LANDLORD AND LOCAL JURISDICTION r l ' SUPPLY, VENT, WASTE PIPING •• 'PORTING L. ._ 4i Goons WATER METER •• t___ .... C O\ T A C T S SMOKE EVACUATION SYSTEM •• T.G.G. TO VERIFY IF IT IS REQUIRED BY MALL (,/� 0 DIVISION 016000 - n,,,»" „,--„,„ ELECTRICAL. ..».,..,.» i.....,. ,„ R it rti rd Ong j . . ,,,, .SALES AREA LIGHT FIXTURES • • CITY 23 2010 BUILDING DEPARTMENT: PERMIT EXPEDITOR: NON-SALES AREA FLUORESCENT LIGHTING • • - a` tire Solaider TENANT: I _� .� �...,,,,, Approved...... ..�«.....«......�.. .C�� '" ' AIC SERVICES •• I Conditional) Approved.... f REVISED PER LANDLORD CLAIRE'S CITY OF - , �' ; _ . M '� LAVATORY EXHAUST . awonrnsH►...s.� 10004 66th AVE. EAST • • _� ri�, ■.. ', to: ow. Imo' '""""'�" & CLAIRE'S REVIEW 237 W. 35TH STREET 13125 S. W. HALL BLVD. EXIT AND EMERGENCY LIGHTING ••� �•�• • PUYALLUP WA. 98373 Attar '�"i��*' AIRE'S REVIEW STE. 301 TIGARD, OREGON 97223 ' ELECTRICAL OUTLETS •• LL- _ �ACY'S � ,_..�_.__...: #� � `; .--.- ICS� LANDLORD FINAL YORK, NY, 10001 PHONE 503-639-4171 TELEPHONE PANEL •• G,C. TQ COORDINATE W/ TELEPHONE CO. r PermitNumber.g256862669548 1,.1 I '� ,, S • • G.C. TO COORDINATE W/ TELEPHONE CO. .. REVIEW COMMENTS CLAIRE'S PROJECT MGR.. TELEPHONE OUTLETS ;; „ Plums: Wt �+nw+ '� Add � "` w +�"` ��' ATTIC. ROB ROBINSON TELE ,...._.1, " `. . � , • checked STUERZEL SEE NOTES ON E1 ,..,.�' B ,� RICH S •• 1 e. �h ON-SITE LANDLORD CONTACT. CONDUIT FOR TELEPHONE WIRES /PULL STRING `a� TEL. - 212-279-1370 ;... „»'»»»»»»» .. . OSLO MALL OPERATIONS MANAGER TELEPHONE EQUIPMENT •• Y r MAL ,.. - L. 1 - Approved plans ,.. dreg�,,. IR r 4 l. FAX 212-202-4443 ATTN: ROGER OTT CONDUIT FOR SECURITY SYSTEM •• . - ':' ` 4-..: { } t shall be on 'ob site. , ,�. ' LANDLORD: TEL. (503) 639-8860 CONDUITS FOR STEREO SYSTEM • y il!��'I;li i �..:. t•''CI:��t/F::. : RS r ;` , ago C ) ENGINEER: •• SEE NOTES ON El THE MACERICH COMPANY TIMECLOCK Final inspection app l . r-��-� """� 02/11/2010 ` royal �� t..%14.' _:I";.y);`,:i :.•�.ti .I..t_Nr��,`, 401 WILSHIRE BLVD. SUITE 700 DON PENN •• SEE ELECTRICAL DRAWINGS I t SANTA MONICA, CA. 90401 635 WESTPORT PKWY ELECTRIC PANELS prior occupancy. ,} .< required rior to QCCU arlC . sheet no: ARCHITECT: •• - STE. 300 ELECTRIC •SERVICE ENTRANCE �' �� COORDINATOR: RSW CONSULTANTS •• f ' TENANT CO GRAPEVINE, TX 76051 TRANSFORMER �� ,� _, �=z TOMOMI MARZAN 17211 EAGLE HOLLOW TEL. - 817-410-2858 FIRE ALARM UFE SAFTEY SYSTEM •• T.G.C. TO VERIFY IF IT IS REQUIRED BY MALL 1-i 0 i��SAN ANTONIO, TX 78248 / A L' < -----Y P I A I� WASHINGTON SQUARE FAX. - 817-251-8411 ENERGY MANAGEMENT SYSTEM •• T.G.C. TO VERIFY IF IT IS REQUIRED BY MALL 9585 S.W. WASHINGTON SQ. ROAD TEL. - 212-279-1370 ATTN.: SHADRACH WHITNEY SCALE: N.T.S. PORTLAND, OREGON 97223 FAX. - 212-202-4443 OFFICE COPY arch'project PHONE: 503-352-8884 ATTN.: JIMMY POWERS 0 0 I I I I I I I I F--- I I � -}- I JL • cL II \ r I I I I o I I I I I I\If\/ \ � tx I 1d 1 1rji I I I I N�� 1 fx r_—I I I I `° 0 I TFI I I 0 I I • I • I r I 4----- -------4— ' ---- - --4------ -- U I I • I r.-,-\ 1 2 1 I I -__ I I I I I Q (6) 1 I I I- O � I t----- --------r- t______ t---------t--fi1 I I I I O 1 (8 8> (9) I I I \ I ENGINEER OF RECORD I k I •. I . I I I I (io) I _I (16)•I a I , I I I I I 11 I (14) 1Ki5 I I I r I (18) 4-----41--4------I-- 1--- '...-4--4------I•-- -I I CORRIDOR _ I I I - I LI--=J I 7 I I I 0 1 -fi----- --I------1- -I--- fi--1------t-- -1 21 11 I I I I I L. A 11 II I I I I I I 40 l Ltil I _—! — � ,� I I I I io I ■ 0 ___ 00 II -, III II \ I I I I •------- I I I ,JJ ct , I r-r---r----1-- ----I---t--t--------I rr RSW CONSULTANTS 0 I I I � # 0(8) I I [- -- Protect Management Design 0 - 17211 Eagle Hollow ct 12 San Antonio, TX 78248 IX 0 0 ARCHITECT OF RECORD DVOON P SCALE: 1/4" = 1'-0" 0 N Z O Cp D DIMOLflO PLA\ \ DIMOLTON PLA \ 0 1. REMOVE EXISTING WALL FINISHES. PATCH OR REPLACE WALLBOARD AS REQUIRED. (xi— Q A. REFER TO TENANT MANUAL FOR DEMOLITION PROCEDURES & COORDINATE ALL w c,-) DEMOLITION WORK W/ MALL MANAGEMENT. 2. REMOVE ALL EXISTING WALL FIXTURES. G.C. TO REMOVE ALL ABANDONED v' (._) w B. EXISTING PLUMBING, MECHANICAL & ELECTRICAL FIXTURES INDICATED TO BE EQUIPMENT AND MATERIALS. w l REMOVED SHALL BE DISCONNECTED AT THE SOURCE UNLESS NOTED OR c, u DIRECTED OTHERWISE. COORDINATE ALL WORK W/ MECHANICAL, ELECTRICAL & 3. REMOVE EXISTING FLOORING, AND BASE IN STOCKROOM/TOILET ROOM AREA. i _I ° PLUMBING PLANS. 4. REMOVE EXISTING STOCKROOM SHELVES, AND SUPPORT/PATCH WALLS AS C. ALL MECHANICAL, ELECTRICAL & PLUMBING FIXTURES, EQUIPMENT AND/OR REQUIRED. DEVICES IN WORKING & SATISFACTORY CONDITION TO REMAIN & REUSED AS NOTED PER PLANS. WHEN SPECIFIED TO BE SALVAGED OR RECONDITIONED FOR 5. REMOVE EXISTING DOOR AND FRAMES. REUSE, THESE ITEMS ARE TO BE INSPECTED BY A QUALIFIED TECHNICIAN OR TRADESPERSON & SHALL ADVISE OWNER OF VIABILITY OF ITEM(S) FOR REUSE. 6. REMOVE ALL EXISTING FLOORING AS REQUIRED IN SALES AREA. PATCH SUB—FLOOR COORDINATE W/ MECHANICAL, ELECTRICAL & PLUMBING PLANS. AS REQUIRED TO RECEIVE NEW FINISH. D. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL & PLUMBING REMOVAL WORK W/ PLANS PRIOR TO COMMENCEMENT 7. REMOVE EXISTING ACOUSTICAL TILE CEILING. OF ANY WORK AND SHALL COORDINATE W/ GENERAL CONTRACTOR, MALL 8. REMOVE ALL EXISTING LIGHT FIXTURES. MANAGEMENT & ANY OTHER CONCERNED PARTIES. E. ALL EXISTING DUCTWORK TO BE REMOVED UNLESS OTHERWISE INDICATED ON 9. SEE MECHANICAL DRAWINGS FOR EXTENT OF MECHANICAL DEMOLITION. MECHANICAL PLANS. ALL ABANDONED HVAC EQUIPMENT & DUCTWORK SHALL BE REMOVED UPON DISCOVERY. 10. EXISTING GYP. BD. CEILINGS TO BE REMOVED. F. ELECTRICAL CONTRACTOR SHALL DISCONNECT & REMOVE ALL EXISTING ELECTRICAL, TELECOM OUTLETS & ALL ASSOCIATED WIRES IN WALLS TO BE 11. NOT USED. REMOVED & TERMINATE AT THE LAST OUTLET THAT REMAINS IN SERVICE. G. ALL EMPTY OR ABANDONED CONDUIT & JUNCTION BOXES TO BE REMOVED. 12. REMOVE ALL EXISTING PLUMBING FIXTURES ( 1 SINK, 1 TOILET ) COMPLETELY. SEE I i H. REMOVAL & CAPPING OF PLUMBING FIXTURES TO BE COORDINATED PER PLAN MEP DRAWINGS FOR EXTENT OF NEW PLUMBING LAY—OUT. & W/ GENERAL CONTRACTOR TO MAINTAIN REQUIRED MINIMUM USAGE DURING < / Q 0 CONSTRUCTION (WHEN APPLICABLE). - - - -- - - - - - - - I. DEMOLITION CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR COVERINGS Ln 14. TENANT'S G.C. IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND <AND/OR FINISHES, UNDERLAYMENT, GLUE & ANY OTHER ADHESIVE AND SHALL INr) 0 I 1 I ho PREPARE THE FLOOR FOR THE NEW FLOOR FINISH(ES) OR COVERINGS AS BRINGING TO ARCHITECT'S ATTENTION ANY DISCREPANCY BETWEEN PLANS AND (n 0 SPECIFIED BY MANUFACTURER. EXISTING CONDITIONS TO OBTAIN INTENT OF CONSTRUCTION DOCUMENTS. 0 m J. ALL FIRE—PROOFING AT STRUCTURAL ELEMENTS SHALL REMAIN U.O.N. ANY FIREPROOFING REMOVED AND/OR DAMAGED DURING THE COURSE OF 15. PROTECT ALL CONCEALED UTILITIES PRIOR TO DEMOLITION. ELECTRICAL SUB T.G.C. ^ SHALL CAP AND/OR REROUTE ACTIVE UTILITIES AS REQUIRED. ALL ABANDONED O DEMOLITION SHALL BE REPLACED, AT CONTRACTOR'S EXPENSE, W/ THE SAME UTILITIES ARE TO BE REMOVE AS DIRECTED BY LANDLORD. 0 I— a 0 MATERIALS & RATING AS THAT WHICH WAS REMOVED. / / Z K. ALL ABANDONED UTILITIES ARE TO BE REMOVED AS DIRECTED BY LANDLORD 16. T.G.C. SHALL BARRICADE AS REQUIRED TO COMPLY WITH ALL LOCAL, STATE, OR AS SPECIFIED BY MALL MANAGEMENT OR LANDLORD AS NECESSARY. FEDERAL AND LANDLORD'S REGULATIONS MINIMUM STANDARDS TO ASSURE SAFETY I I I III L. GENERAL CONTRACTOR TO VISIT SITE PRIOR TO SUBMITTING BIDS. AND PROTECTION OF EMPLOYEES AND GENERAL PUBLIC. T.G.C. IS TO COORDINATE I I— 0 M. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB—SURFACE TO RECEIVE NEW ANY REQUIRED BARRICADE GRAPHICS WITH LANDLORD AND OWNER (TENANT) PRIOR 7, (f-) Q FLOOR AS INDICATED (SEE FINISH SCHEDULE). WORK SHALL BE ACCEPTABLE TO TO BEGINNING ANY BARRICADE GRAPHICS INSTALLATION WORK. O < THE POINT THAT THE FINISH WILL ACCEPT VINYL TILE WITH NO NOTICEABLE I 0 ALTERATION HAVING BEEN MADE. PROVIDE CONCRETE TOPPING WHERE REQUIRED. (.ii 0_ COORDINATE FLOOR PREP WITH CARPET INSTALLER. 17. REMOVE EXISTING PARTITIONS. revisions: N. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES 18. REMOVE ALL EXISTING STOREFRONT GLASS, GLAZING FRAMES, ROLLING GRILLES AND * THE PROPERTY OF THE T.G.C., WHO SHALL REMOVE IT FROM THE SITE ENTRANCE SOFFIT IN THEIR ENTIRETY. 0. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF THEM IN A LEGAL MANNER. NO 141.11.010.1.1011011101.11.01110.10101.111 * ON—SITE SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED. - -- -- • - _- - • P. DEMOLISH AS REQUIRED TO ACCOMPLISH WORK INDICATED ON THESE DOCUMENTS. __ _ _ _ ___ _ _ _ _ _ - - _ _ _ _ _ ALL REQUIRED DEMOLITION SHALL BE INCLUDED IN CONTRATOR'S BASE BID. _ _ D checked by: 21. EXISTING ELECTRICAL PANELS, TRANSFORMER AND EQUIPMENT TO BE REMOVED— : ' SEE POWER PLAN ON SHEET El AND RESPONSIBILITY SCHEDULE. �ti��Q drawn by: 22. EXISTING BUILT—OUT WALL TO BE REMOVED DOWN TO EXISTING DEMISING WALL. i j JtMr\/\i' _. I OWE a date: 02/11/2010 -- - - - - - - ,. el UNI`v'ERS/,L I; I Y TEXAS , sheet no: . _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ / ,,_,-,,,, 1--- :,:- &'✓ arch.project: 0 41111 FiRE 3EIPAPTMEI \ T \ 2 _ r- .. -� 1. FIRE PROTECTION SYSTEM - REFER TO MECHANICAL SPECIFICATIONS. AS A4 -= EXISTING G.W.B. - DIVIDER FIN TYP. 2'-2" A. T.G.C. TO PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER A4 ( ) A4 '# GRAPHIC SYSTEM FOR ALL AREAS OF THE SPACE. DRAWINGS SHALL BE PREPARED DEMISING WALL--\ SEE SHEET A4 DISPLAY A3 BY THE SPRINKLER CONTRACTOR WHO SHALL BE RESPONSIBLE FOR DETAILS -, FRAMES FOR COMPLIANCE WITH THE LOCAL AND STATE LAWS GOVERNING FIRE - I \- RATING AND/OR INSPECTION BUREAU N.F.P.A. AND INSURANCE LANDLORD '- Lim 1 � � 11' _ I r � L!IJ-- NEUTRAL PIER ASSOCIATIONS. PREPARE SHOP DRAWINGS AND OBTAIN APPROVAL - - -- FROM ALL AUTHORITIES HAVING JURISDICTION. T.G.C. SHALL VISIT THE PROJECT SITE TO ASCERTAIN THE EXTENT AND LOCATION OF ALL ! =I ��illiI��''' EXISTING SPRINKLER DROP LOCATIONS (IF ANY). RELOCATE AND/OR ADD CORNICE �,_ � --I-- � SW-1 0 poi LINE OF I' � � ,,,It t,,, SPRINKLER HEADS AS REQUIRED TO PROVIDE A COMPLETE APPROVED a 1 MOULDING A3A SYSTEM. _ z SLATWALL PANELS ARE _ z rx 8 i' PROVIDED BY TENANT r- FC-2 B. T.G.C. SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS. _ U._ �' AND INSTALLED BY G.C. - w » i' o o C. ALL SPRINKLER HEAD LOCATIONS AND ALL FEEDER PIPE LOCATIONS MUST PATCH & REPAIR EXISTING O c� ___ 3-8 2 -2 TO FACE OF CASHWRAP � GYP. BD. COLUMN ENCLOSURES d- `'-' BE COORDINATED WITH OWNER PRIOR TO BEGINNING WORK. AS REQUIRED TO RECEIVE NEW -` " - ; "' z PROVIDE OWNER WITH SHOP DRAWINGS. SPRINKLER HEAD FINISH SHALL _ _ -= - w BE FACTORY APPLIED, CUSTOM COLOR TO MATCH SURROUNDING SURFACE. PAINT FINISH. PT-1 B-1 / �' 1 a ,1illlli11 --- t.- w IF NEW GYP. BD. ENCLOSURES -- - !I':., , -' I' 2 D. PROVIDE FIRE SPRINKLER SHOP DRAWINGS, PRIOR TO COMMENCING WORK ARE REQUIRED. HOLD TO =\ 4 A2.1 = 2 A3A FOR LANDLORD APPROVAL. MINIMUM DIMENSIONS. SW-1 -\/ i I - ,i�'' FC-3 E. SPRINKLER HEADS: . ii • 3 REFER I TO SPECIFICATIONS ELECTRICAL CLOSET N I T.G.C. TO INSTALL MALL ELECTRICAL PANEL ,. - FLOORING TO STOREFRONT 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING(I)PT-1 FC-4 or FLOOR @ CARPET CODE REQUIREMENTS. ENGINEER OF RECORD EXISTING G.W.B. & EQUIPMENT - FIRE / CLOSURE LINE. SEE 2/A-1 " ca' TO BE FLASH DEMISING WALL _ SEE POWER PLAN EXTINGUISHER 1 lim CORRIDOR ■■. - I k _ �_ ,� MEET 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, PATCHED TO --^ CASH WRAP �, TILE THICKNESS NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT PUSH-BUTTON AT--�''4 r-- z MODULAR SOFFIT SEE DETAIL 2 - FIELD INSPECTOR. J ABOVE, REF. 2/A1.1 " - SHEET Al. REAR SERVICE DOOR; Q - ,_ SEE POWER PLAN, - ,; 15' 3" '' '''l' 1 I''` 4. T.G.C. SHALL VERIFY, COORDINATE, AND/OR PROVIDE -�--J A3A �, 5'-8" y,DWG. El I I O mil i i i 4 N. TRIMMED OPENING �, 6'-6" ,-_ _ ANY LIFE SYSTEM, SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS - X TO � OF CONDUIT- (V.I.F.) I ' _ @ 7 -0 A.F.F. AS REQUIRED PER LANDLORD AND LOCAL JURISDICTION. G.C. TO INCLUDE ALL COST OF \C--) - 5 FC-1 I FC-2 WORK IN HIS 'BID PROPOSAL SZ �. EDGE 0- CARPET - 1 DR. SEE DETAIL 1/A1 ! I I ill SALES AREA l I Li ! LINE OF GYP. BD. j i 5. ANY REQUIRED FIRE DAMPERS ASSEMBLIES INCLUDING SLEEVES AND - "' dllll��{t,,. CARPET, i = - - _ N i� A2.1 CEILING ABOVE I INSTALLATION PROCEDURES SHALL BE PROVIDED BY T.G.C. AND APPROVED a 4 A2.1 A= 2 SW 2 ��dllli��,. 5 I ALL - Al! _ �,,,___ - - BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION T.G.C.T G C TO INCLUDE A _ dill A4 ABOVE SW-1 JI COST OF WORK IN HIS BID PROPOSAL. p _ F.D. ...a______________� _ _ __-- __ __ --- _J -----��'� ( __ _ 6. DURING CONSTRUCTION T.G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER CONSULTANTS a --- --� [''' -) BOTTLED 1 --------- �--- �` WITH A RATING OF NOT LESS THAN 2A-10BC WITHIN (75 FOOT) TRAVEL �� WATER WI N ( ) �. (TYP.) / LANDLORD DISTANCE TO ALL PORTIONS OF THE PROJECT. Project Management '� Design -00 6 --A2.1 A ! 6 -0 CC I 111---_ DISPENSER STOCKROOM FIRE �* EXISTING G.W.B. DIVIDER A4 9 GRAPHIC NEUTRAL PIER SW-2 EXTINGUISHER VESTIBULE DEMISING WALL FOR DETAILS A4 2'-2" DISPLAY V.I.F. 7. PROVIDE FIREPROOFING OF STRUCTURAL BEAMS AND CEILINGS, ETC, 2 FO E (V.I.F.) 17211 Eagle Hollow 0 0 , PT-1 FC-4 A4 = I FRAMES AS REQUIRED BY LANDLORD OR AUTHORITIES HAVING JURISDICTION. San Antonio, TX 78248 0 (___) PT-1 FC-1 A4 SIM. '... _,. B-2 8. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. B-1 9. ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON-COMBUSTIBLE. EXISTING UNISEX TOILET EXISTING G.W.B. NEW PLUMBING FIXTURES, FINISHES & DEMISING WALL 10. NOTIFY LANDLORD WITHIN 24 HOURS IN ADVANCE FOR SPRINKLER DRAIN DOWN. ACCESSORIES BY T.G.C. G.C. TO INSTALL F.R.T. BLOCKING IN WALLS AS REQUIRED FOR MOUNTING OF LOCKERS, 11. ALL REQUIRED EMERGENCY EXITS SHALL BE PROVIDED WITH EXIT SIGNS HAVING PATCH & REPAIR PARTITION AS REQUIRED LADDER HOOKS & SHELVES. REFER TO LETTERS SIX (6) INCHES HIGH AND 3/4" WIDE IN CONTRASTING COLORS. ARCHITECT OF RECORD FOR NEW FINISHES. SHEET F-1 FOR LOCATIONS. SEE PLAN FOR LOCATIONS. VERIFY WATERPROOF MEMBRANE. INSTALL NEW AS REQUIRED. WATERPROOF TEST 12. SECURITY GRILLES SHALL REMAIN IN FULL OPEN POSITION WHEN THE TENANT MUST BE PERFORMED IN PRESENCE OF C 0\ STRLCT 0 \ PLA \ SPACE IS OCCUPIED BY THE PUBLIC. 0 MALL OPERATIONS DIRECTOR. PT-2 PL-1 B-4 FC-7 SCALE: 1/4" = 1'-0" 13. SECURITY GRILLE SHALL BE OPERABLE FROM INSIDE WITHOUT SPECIAL, KNOWLEDGE, KEY, OR EFFORT AT ALL TIMES. 14. WHEN CONSTRUCTION IF FINISHED, T.G.C. IS TO PROVIDE AND INSTALL TWO ( OR ONE, AS PER FIXT. PLAN ) PORTABLE FIRE EXTINGUISHERS WITH A c•`' RATING OF NOT LESS THAN 2A-10BC AS SHOWN IN THE c, , CI \ ERAL CO \ STRCTIO\ \ OLS WA± TYPES LCIN3 FIXTURE/FURNISHINGS PLAN ON DWG. F1. Qco c.50J in PRIOR TO COMMENCEMENT OF THE PROJECT, THE TENANTS GENERAL CONTRACTOR (T.G.C.) 18. ANY MATERIALS FOUND TO BE DEFECTIVE SHALL BE REMOVED AND REPLACED 33. PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN DEMISING WALL METAL STUDS WITH 5/8" FIRE RATED G.W.B. TIGHT TO w SHALL HAVE EVIDENCE OF ALL REQUIRED FORMS OF INSURANCE IN AT NO ADDITIONAL COST TO THE OWNER. EXISTING FIRE RATING. IF DEMISING WALL G.WB. MUST BE PROVIDED STRUCTURE ABOVE IF NOT EXISTING, ONE HOUR FIRE RESISTANCE Q ACCORDANCE OF LOCAL JURISDICTION AND LANDLORD. BY TENANT'S G.C., PROVIDE VERTICAL EXPANSION JOINTS EVERY 30'-0" (MIN.) RATING, UL NO. U-465. IF DEMISING WALL G.W.B. IS NOT YET °, z v) Li 19. WORK COMPLETED BY OTHERS SHALL BE PROTECTED. IF OTHER TRADES CAUSE ALONG ENTIRE LENGTH OF EACH DEMISING WALL, CONTINUOUS TOP TO BOTTOM. INSTALLED, T.G.C. TO PROVIDE AND INSTALL G.W.B. AND VERTICAL cr' u 2. THE T.G.C. SHALL BE RESPONSIBLE FOR AND OBTAIN ALL ANY DAMAGE IT IS THE RESPONSIBILITY OF SAID TRADE TO COORDINATE EXPANSION JOINTS, COMPLY W/ UL NO. U-465. DEMISING WALL MAY c z PERMITS AND LICENSES AND PAY REQUIRED FEES, PRIOR TO COMMENCING WORK. REPAIRS WITH NO ADDITIONAL COST OR SCHEDULE CHANGES TO THE OWNER. BE EXISTING CONCRETE BLOCK TO UNDERSIDE OF DECK, TENANT'S G.C. o LL 34. IF CUTTING IS REQUIRED TO EXISTING FLOOR SLAB, CUT AND PATCH PER MALL Q °) o CRITERIA. COORDINATE WITH MALL REPRESENTATIVE. TO FIELD VERIFY AND REPORT TO ARCHITECT IF DIFFERENT CONDITIONS , _ cv = 3. T.G.C. SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS, 20. FOR THE PURPOSE OF BIDDING, PROPRIETARY NAMES IDENTIFYING EXIST BEFORE BEGINNING WORK. AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. ITEMS OF WORK ARE USED SOLELY TO DESCRIBE THE STANDARD OF THE 35. METAL STUDS USED IN THE FRAMING OF STOREFRONT SHALL BE 3 5/8" X 18 PROJECT OR THE COLOR OF THE FINISH, UNLESS THE ITEMS OF WORK GA. AT 16" O.C. UNLESS OTHERWISE NOTED. 4. T.G.C. SHALL MEET WITH LANDLORD REPRESENTATIVE AS REQUIRED ARE EXPLICITLY NOTED AS NOT HAVING AN EQUAL. = 3 5/8" x 20 GA. METAL STUDS AT 16" o.c. W/ 5/8" FIRE RATED BEFORE CONSTRUCTION COMMENCES. 36. ALL RATED PARTITIONS SHALL BE 5/8" FIRE RATED G.W.B. ON METAL STUDS G.W.B. ON ONE OR BOTH SIDES AS REQUIRED. 5. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS 21. THE T.G.C. SHALL REMEDY, WITHOUT COST TO THE TENANT, ANY AT 16" O.C. AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE. SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION IMMEDIATELY. DEFECTS DUE TO FAULTY WORKMANSHIP. 37. NO COMBUSTIBLE MATERIALS SHALL BE ERECTED ABOVE CEILING. STOCK ARIA SAL_S AREA 38. STOREFRONT SHALL BE SELF-SUPPORTED, BRACING TO STRUCTURE IS FOR 6. A COPY OF LANDLORD'S FINAL APPROVED PLANS MUST BE ON SITE DURING CONSTRUCTION. 22. THE T.G.C. IS RESPONSIBLE FOR ALL TEMPORARY POWER AS NECESSARY. LATERAL SUPPORT ONLY, UNLESS OTHERWISE NOTED. 39. SLATWALL INSTALLED IN STOCKROOM TO 8'-6" A.F.F. - G.C. TO ORDER DOOR- SEE DOOR I 7. INSPECT SITE, VERIFY FIELD DIMENSIONS BEFORE COMMENCING 23. THE T.G.C. IS RESPONSIBLE FOR TELEPHONE EQUIPMENT WIRING AND SUFFICIENT AMOUNT FROM CLAIRE'S. SCHEDULE FOR TYPE CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE (PROJECT MANAGER) IMMEDIATELY RECEPTACLES. THE T.G.C. SHALL FURNISH A SITE TELEPHONE AND FAX OPERATING AND FNISH 1 ARMSTRONG VINYL REDUCER IF THERE ARE ANY SIGNIFICANT DISCREPANCIES. THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. COORDINATE WITH CLAIRE'S UTILITY 40. REFER TO FIXTURE PLAN FOR LAYOUT OF PERIMETER FIXTURE SYSTEM. STRIP VT6 BLACK MANAGER AT 954-433-3435. 41. T.G.C. TO LAYOUT ALL WALLS AND PERIMETER BAYS PRIOR TO CONSTRUCTION. 8. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR, OR CORRIDOR WALLS, CARPET FLOORING GRID LINES, FACE OF GYP. BD., OR CENTERLINE OF COMMON DIMISING WALLS, 24. THE T.G.C. SHALL PROVIDE AN ON-SITE SUPERINTENDENT FOR THE DURATION NOTIFY TENANT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. VINYL COMPOSITION UNLESS OTHERWISE NOTED OR DETAILED. OF THE CONSTRUCTION PROJECT. TILE 42. ALL RADIAL DIMENSIONS ARE FOR LINEAL FEET OF WALL AND SHOULD BE VERIFIED/ COORDINATE WITH CSI PROJECT MANAGER PRIOR TO CONSTRUCTION. I i ; I ( 1 9. T.G.C. SHALL, IN THE WORK OF ALL TRADES, BE RESPONSIBLE FOR ANY AND ALL 25. THE T.G.C. SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTWORK / 1 I I� Ii 1 i� ;,, �: ii. J ' CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE TO MAINTAIN THE STRUCTURAL INTEGRITY OF DEMISING WALLS AND MAINTAIN THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE MINIMUM FIRE RATING. 43. T.G.C. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND Q 0 THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION ALL PENETRATIONS ARE SEALED TIGHT, AND SHALL PROVIDE ALL WORK LC) ) 0 < OF THE OWNER AND LANDLORD. ALL ROOF PATCHING AND REPAIRS SHALL RETURN 26. ALL PAINT SHALL BE AS SPECIFIED, FURNISHED, AND INSTALLED BY REQUIRED TO CORRECT DEFICIENT CONDITIONS. CD _ ) O I i I IN() AREA TO "LIKE NEW" CONDITION. THE T.G.C. SHALL COORDINATE, INSTALL, AND G.C. EXCEPT WHERE OTHERWISE SPECIFIED TO BE BY FIXTURE T.G.C. 44. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR PROVIDE ALL CONCRETE CUT AND PATCH, ELECTRIC, AND VERIFY PROPER OPERATION OR TENANT. CARP=T TO V. C. T. DIAGONALLY BRACED AT 4-0 TO STRUCTURE ABOVE. 00 0 m WITH OWNER'S VENDOR. SCALE: 3"=1'-0" 27. ALL WORK MATERIALS, EQUIPMENT SHALL BE GUARANTEED FOR A 45. DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL 10. THE T.G.C. SHALL COORDINATE WORK PERFORMED BY MINIMUM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL 0 - 0 OTHER T.G.C.S. DISCREPANCIES, IF ANY, SHALL BE BROUGHT T.G.C. SHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MANUALS, ---- I TO THE ATTENTION OF THE OWNER FOR RESOLUTION BEFORE WARRANTIES AND OPERATING INSTRUCTIONS UPON FINAL ACCEPTANCE. /' 0 / 7' PROCEEDING WITH THE WORK. 46. PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, AND ANY 28. THE T.G.C. SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD ON OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NEW FLOORING SET FLUSH WITH MALL I 1 C / I 1 I ALL WORK TO BE PERFORMED BY THE LANDLORD. ANY POTENTIAL NECESSARY FOR MILLWORK WITH MILLWORK SUPPLIER. FLOOR. NOTIFY MALL L.L. IF CONC. I I I- 0 11. NO SUBSTITUTIONS ARE PERMITTED WITHOUT THE OWNER'S APPROVAL � !/' CONFLICTS OR DELAYS CAUSED LANDLORDS' G.C.S MUST BE 47. ALL WOOD BLOCKING/ FURRING USED IN CONSTRUCTION TO BE FIRE BREAK-OUT IS REQUIRED O (f) CY Q 12. THE T.G.C. SHALL BE RESPONSIBLE FOR COORDINATING DOCUMENTED IN WRITING TO THE OWNER BEFORE THE DELAY IS ACTUALLY RETARDANT TREATED. .< o n ( i-h--- 0 ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT INCURRED IF POSSIBLE, FOR IT TO BE CONSIDERED. OTHERWISE THE G.C. 48. ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY T.G.C. - METAL TRANSITION STRIP: "CERAMIC TOOL": CTC 12 CT; WILL BE RESPONSIBLE OR MEETING THE SCHEDULE AS OUTLINED IN THE CONTRACT. a- FIXTURES AND ANY OTHER SUCH MATERIAL(S) TO BE UTILIZED ON THIS UNLESS NOTED OTHERWISE. ALUMINIUM, SATIN ANODIZED FINISH, MECHANICALLY ANCHOR STOREFRONT LEASE LINE PROJECT. THE T.G.C. SHALL NOTIFY OWNER IMMEDIATELY STRIP TO CONCRETE BY T.G.C. SET FLUSH W/ SURFACE OF CLOSURE LINE revisions: OF THOSE SPECIFIED ITEMS NOT READILY AVAILABLE. 29. THE T.G.C. SHALL SUPPLY ALL MATERIALS, 49. STOREFRONT METAL STUD FRAMING: USE 24" O.C. SPACING (TYP.) FOR ALL NEW FLOORING. THIN-SET MORTAR SHALL BE TAPERED AS LABOR AND COORDINATION FRAMING IN HORIZONTAL SOFFIT AND IN SALES AREA VERTICAL FASCIA. USE MATCH EXISTING MALL FLOORING TILE 13. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, REQUIRED FOR THE INSTALLATION OF ALL TENANT SUPPLIED ITEMS AS NOTE: PROVIDE TRIM SPECIFIED IN REQUIRED TO ACHIEVE PERFECTLY FLUSH TRANSITION DESCRIBED IN THE DOCUMENTS. 16" O.C. SPACING (TYP.) FOR ALL FRAMING IN VERTICAL MALL-FACING FASCIA MAXIMUM LENGTHS AVAILABLE CONTACT BETWEEN FLOOR TILE AND TRANSITION STRIP ( I AND GROUT (SET NEW FLOORING FLUSH COPING AND EXPANSION JOINTS SHALL BE WATER PROOF. AND SHOW-WINDOW FASCIA. MALL FOR FURTHER INFO. I I W/ SURFACE OF EXISTING FLOORING ) * 14. CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND 30. THE T.G.C. IS RESPONSIBLE FOR FLOOR AND WALL PENETRATIONS FOR 50. SCREWS SHOULD GO STRAIGHT THROUGH SLATWALL PANELS AT BACK OF FC-3 ELECTRICAL AND MECHANICAL WORK. ALL SUCH OPENINGS SHALL BE OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, FRAMED AND REINFORCED. NO PENETRATIONS SHALL BE CUT WITHOUT SLOTS. NEW CARPET NEW FLOORING ( SEE PLAN AT ENTRY ) / EXISTING LANDLORD'S CAULKED, GASKETED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE PRIOR AUTHORIZATION BY THE LANDLORD. FC-2 MALL FLOORING AND MEET CODE REQUIREMENT. FC-1 checked by: 31. THE T.G.C. SHALL CLEAN SITE OF ALL UNNECESSARY DEBRIS PRIOR FINISH ' ;II�� I�� (' I' II iII ,- _ - -`., _ -_ y► drawn I 15. T.G.C. TO PROVIDE ONE (1) 40 YARD DUMPSTER LOAD FOR TO STARTING CONSTRUCTION AND SHALL KEEP THE SITE NEAT AND CLEAN II III_ !i L I y i! i OWNERS OPERATIONS TO USE FOR 5 BUSINESS DAYS AFTER STORE TURNOVER -� � � '' AT ALL TIMES. THE T.G.C. SHALL CLEAN ALL DOORS, WINDOW GLASS, ti• :�'• ' • •' +` :'..• •.' '• ;`.� .' TAPERED LATEX .. � .. 2................,;.t.,... „,-.�: �• :�_ �+:. .' ti :. :: ,•:�, INTERIOR AND EXTERIOR WALLS, CEILING AND FLOORS, AS WELL AS ALL t` •• 4 '�' c� y ti\d date: 16. SAFETY: ALL CONDUCT, WORK EQUIPMENT AND MATERIALS SHALL BE IN UNDERLAYMENT "�,," \\ "')' 02/11/2010 INSTALLED ITEMS, INCLUDING FIXTURES, BEFORE VACATING THE PREMISES �, �` FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS AND OWNER MOVE-IN. THE T.G.C. SHALL PROVIDE "WHITE GLOVE" �' ,, ,. �' °,eft,,.-..��., \''''' OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. EXIST. CONC. SLAB ; JI:wii\ ` �... .- ..> •',.._,1 0 n sheet no: PROFESSIONAL CLEANING. 17. CONSULT LANDLORD UTILITY PLANS AND STRUCTURAL DRAWINGS AND EXISTING LANDLORDS FLOOR SLAB .:.. .. .. 1 MAINTAINED. DAMAGED OR REMOVAL i �� COORDINATE WITH THE LANDLORD REPRESENTATIVE PRIOR TO SAW 32. ALL EXISTING FIREPROOFING TO BE FLOOR TR A\ S I TI 0\ DETAIL �� . CUTTING OR CORE DRILLING CONCRETE SLAB. OF FIREPROOFING MUST BE REPAIRED OR REPLACED AT NO COST TO OWNER, '-= 'I SCALE: 6„=1'-0„ �' �'.y =l { ' >. 4''.' - �€� arch.project: ICING RCP SCHEDULE SYMBOL TYPE QTY. DESCRIPTION O 1" RECESSED DOWNLIGHT 1 WALL MOUNTED PRE-CAST MODULAR SOFFIT, BOT. AT A g (VERSALITE) SECURITY 1O'-9" A.F.F. (TWO PIECE W/ SEAM ) ( ) CAMERA BELOW REF. TO DET. 2/A1.1 CEILING. MIDDLE "F" GOOSE NECK LIGHT 8" ROUND, 15" HIGH, CYLINDER, C-2 2'-0" 2'-0" FIXTURE CENTERED ON 0 Al 4 WHITE, MT., f- X f CEILING TILE. CANOPY MT. REMOTE BLST. REFER TO DETAIL 2/E2 ~ - - _ __ I D p "NEW METAL CRAFT" MR16 "SWAN" CUSTOM LIGHT - - - - 7 7 7 7 - I FIXTURE, REFER TO DETAIL 1/E2. 14*. H H H ° H -c-NR,,,, /EQ/E • wC-' 0 EM 2 6' RECESSED EMERGENCY LIGHT r (.--\ F H _1 I 1 SUSPENDED G.W.B. CURTAIN 1` 1` 'r er ,, o WALL AT 9'-6" A.F.F. pT-3 w I EQ EQ EXIT �T EXIT, LED, ACRYLIC EDGE LIT lal ° 1 lol o / Q./ ' j' 1 I f ! iT °' ELEV. ""�� EXC 1 UNIT CEILING MOUNTED �I - SUSPENDED G.W.B. CEILING EXM 2 EXIT AND EMERGENCY LIGHT COMBO E- o I.i l ) SP I AT 12,-0„ A.F.F. PT-3 X 0-ALL LIGHT FIXTURES MTD. ABOVE --. I, III UNIT CEILING MOUNTED HANGING SOFFIT SHELL HAVE COLORED PLASTIC SLEEVES, REF. ` / �T_ __________ - TO LIGHT FIXTURE SCHEDULE ON T �� ! �� _/_2:70:/2'-OT/ GOOSENECK, TORPEDO, SATIN NICKEE, DWG. A1.1 I , ..------.7___ a F 9 J-BOX WALL MOUNT REFER TO DETAIL SUSPENDED G.W.B. SOFFIT 3/E2 .1 -' l' \ H 6 o 0 0, EQ. EQ w AT 9,_6„ A.F.F. GB_1 I I i ENGINEER OF RECORD N I P I OR_ G 7 4' (2 LAMP) FLUORESCENT LIGHT FIXTURE e Q o � 1 0_ -- T �� f 0 �. '� SUSPENDED G.W.B. SOFFIT -- DOOR-BELL ABOVE CEILING AND �, I ■ � �• CEILING GRILLE CONNECTED TO N I �,,:. SMALL SMOKED 1 ' AT 9'-6" A.F.F.PUSH-BUTTON AT REAR SERVICE eal '! GLASS -H c PT-3 `+ � I Li], 4 LINEAR T5 1-LAMP FLUORESCENT DOOR / - - - -� H 26 SECURITY DOME MINIATURE PROFILE STRIP _ 1 \ "/ DOOR-BELL AND 0 1 / Ti " " IS TRANSFORMER AT 9'-0" � =I c� i �'' -- -'`�' Li I I jilt 18"x 18 (12 X 12 OPENING) w I I ' w' FLUSH MTD. ACCESS HATCHES A.F.F., CONNECTED TO I` 1",' _ ♦ 3' LINEAR T5 1-LAMP FLUORESCENT PUSH-BUTTON AT REAR , I �I o I SP ♦ SEE DET. 10/A4.1 �- - - H1 p �� O 0 �� 0'- I MINIATURE PROFILE STRIP SERVICE DOOR I I EQ. EQ. 1 • l l 4 I co I 1T T B ICJ I HI to _ I o 1 L'i o IO ' O 2 LINEAR T5 1-LAMP FLUORESCENT ♦ - H2 0 MINIATURE PROFILE STRIP RSA CONSULTANTS -- N I__ = _A� o f f cis LI EQ. EQ. I : i � '' H H H H N Q' H � ' � ----- ---- --- ------------ ---__----_ --- ------ Project Management Design v 1 [ — -- - - _ - -� - -_ -- - 4X L 1 RECESSED FAN/LIGHT COMBO 17211 Eagle Hollow San Antonio, TX 78248 C-1 ,(2)-0",2'-0",e 0 M 7 6" RECESSED DOWNLITE (SVA) - MIDDLE "F" GOOSE NECK LIGHT 24"x 48" SUSPENDED WHITE FIXTURE CENTERED ON 1` f 6"X7" SEMI-RECESSED WALL WASH FIXTURE. ACOUST. TILE CEILING AT CORNICE MOULDING 24" x 24" SUSPENDED WHITE SUSPENDED G.W.B. CEILING CEILING TILE. ( o I N 9 (CAVALETTO) SET FIXTURE AT 15 DEGREE ANGLE TO 10'-0" A.F.F. BOTTOM OF MOULDING ACOUSTICAL TILE CEILING W/ AT 12'-0" A.F.F. THE CEILING PLANE, BY TENANT'S G.C. AT 1O'-0" A.F.F. TEGULAR EDGE AT 12'-O" A.F.F. - 24" x 24" SUSPENDED WHITE PT-3 C-1 ARCHITECT OF RECORD EXISTING GYP. BD. CEILING „ ACOUSTICAL TILE CEILING W/ SP S 2 SPEAKERS, NORMALLY 2/STORE @ 8'-0" A.F.F. TO REMAIN. T.G.C. TO PATCH & REPAIR AS TEGULAR EDGE AT 10'-0" A.F.F. REQUIRED AND INSTALL NEW C-1 SG 1 SPEAKER GRILL ONLY. FOR ELECTRIC CHIME SOUND 0 FAN/LIGHT COMBO FIXTURE. PT-3 TO PASS THRU. POP-OFF ED S - RECESSED HEAD W/ WHITE PO CAP R CEIILINC PLA\ P-O - - RECESSED SPRINKLER HEAD -CHROME FINISH _ SCALE: 1/4" = 1'-0" • - - PENDANT SPRINKLER HEAD - CHROME FINISH cr COLORED SLEEVES, ( 48" LONG ) FOR FLUORESCENT FIXTURE LAMPS MTD. ABOVE CO THE HANGING SOFFIT. ALL COLOR DESIGNATIONS ARE FROM PANTONE MATCHING . °< SYSTEMS. T.G.C. TO INSTALL SLEEVES ON LAMPS AFTER FIXTURE INSTALLATION. z ° J - = = = = 1 8 GAM NO. 710 - BLUE GREEN w" Q 1/2" THREADED ROD - - o U w w v W/ WASHER AND NUTS, PROV. AND INST'LD. BY 2"x 2" UNISTRUT SECTIONS AS w T.G.C. -�-r REQUIRED TO MAKE ALL CE L I \ G P LA \ \ 0 . cy o L, CONNECTIONS AT THE MODULAR d o jr-- , - SOFFIT; ATTACHED TO BOTTOM 1. VERIFY WITH LANDLORD, METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO, OR N = CHORD OF OPEN WEB JOISTS SUSPENDED FROM THE EXISTING ROOF STRUCTURE. ABOVE; PROV. AND INST'LD. BY 2. THE TYPE AND LOCATION OF LIGHT FIXTURES SHALL BE AS INDICATED ON THE REFLECTED CEILING PLAN. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL �J T.G.C. (OR SUBSTITUTE OTHER STRUCTURAL MEMBERS BY T.G.C., INFORMATION AND SPECIFICATIONS. -AI VERIFY IN FIELD. 3. THE LOCATION OF HVAC DIFFUSERS SHALL BE AS INDICATED ON THE MECHANICAL HVAC 1/2" THREADED ROD W/ L : - 3/8" THREADED ROD W/ (2) DRAWINGS. 4. ELECTRICAL CONTRACTOR TO COORDINATE LIGHT FIXTURES WITH CEILING TYPE. SUBMIT WASHER AND NUTS, PROV. -�- _ NUTS AND WASHER, PROV. AND AND INST'LD. BY T.G.C. -- INST'LD. BY T.G.C. SHOP DRAWINGS ON ALL FIXTURES, NOT FURNISHED BY TENANT PROJECT MANAGER TO TENANT'S GENERAL CONTRACTOR.. `, I -UNISTRUT SECTION ATTACHED TO 5. COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD APPROVED - I I , UNISTRUT SECTION ABOVE, PROV. ROOF CONTRACTOR. L'Ilj I� r AND INST'LD. BY T.G.C.; (VERIFY IN 6. ALL STRUCTURAL FRAMING, HANGERS, CHANNELS, RODS AND OTHER MISCELLANEOUS r . FIELD IF IT IS REQUIRED) SUPPORT STEEL SHALL BE FURNISHED AND INSTALLED BY THE G.C. AS NECESSARY FOR PROPER SUPPORT OF SUSPENDED/ SUPPORTED EQUIPMENT AND SHALL BE FASTENED TO STEEL, CONCRETE, OR MASONRY. G.C. TO COORDINATE WITH STRUCTURAL ENGINEER 3/8" DIA. METAL THREADED AS REQUIRED FOR INSTALLATION OF ALL EQUIPMENT. Q OVAL - RODS SUPPORTS MODULAR 7. CEILING SHALL BE PLUMB, LEVEL, AND SQUARE TO ALL WALLS AND SOFFITS. I i NOTE: G.C. TO FILL SEAM AND I SOFFIT, SUPP. AND INST'LD. BY 8. THE G.C. SHALL PROVIDE ACCESS PANELS IN THE CEILING AND OR BULKHEAD TO CY SAND SMOOTH/FLUSH THEN 5,_9» 5,_9" T.G.C. PT-2 SERVICE EQUIPMENT IN THE CEILING SPACE INCLUDING, BUT NOT LIMITED TO HVAC UNIT, < 0 TOUCH-UP SEAM W/ FINAL PAINT/- - - - - / - ROLLING GRILLE, JUNCTION BOXES AND VOLUME DAMPERS. PANELS ARE TO FIT FLUSH Q FINISH IN FIELD. ' " ' " C-2 PT 3 ! WITH THE CEILING, PAINTED TO MATCH ADJACENT AREA, CAULK ALL EDGES AND GAPS. L� 0 I i f 3 -0 3-0 - - - ----- PROVIDE ACCESS PANELS AS REQUIRED BUT OF MINIMUM SIZE TO SUIT INTENDED MODULAR CEILING SOFFIT PURPOSE. COORDINATE WITH ELECTRICAL, PLUMBING, AND HVAC SUBCONTRACTORS. L.. 0 CL CI & LTS, PAINT EXPOSED SURFACES. CORNICE MOLDING - G.C. TO GLUE CEILING GRID AND TILES ALL PANELS ARE TO BE FIELD LOCATED. FOR BIDDING PURPOSES, PROVIDE TWO (2) CO m - - - c --- SOFFIT AND FITTINGS TOTAL BUTT JOINTS OF MOLDING TOTAL. LOCATED AT HARD CEILINGS OR BULKHEAD ONLY. / �` WEIGHT IS 100 LBS. TOGETHER BEFORE INSTALLATION 0 SEAM IN PIECE ----- WITH 'ORAC FIX EXTRA" JOINT 9. ALL NOTED CEILING DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR 0 ,- 0 MODULAR SOFFIT •. .• ADHESIVE. ATTACH MOLDING TO DIMENSIONS. VERIFY THICKNESS OF FLOOR CONSTRUCTION WITH FLOORING Z w MODULAR SOFFIT WITH "ORAC SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW CEILING CONSTRUCTION IN 41. FLOUR. STRIP LIGHTS ORDER TO ACHIEVE NOTED REQUIRED DIMENSIONS. MTD. TO TOP OF SOFFIT 0 0 ./ z DECOFIXPRO ADHESIVE. SEE - I ( i I —) I I �.�� ATTACHED ASSEMBLY AND ° �'�. - 3/8" DIA. METAL NUT WELDED TO I I o - - -Et) . 0. ^ ,�.i` o �' INSTALLATION INSTRUCTIONS OR _ PIPE, PROV. BY TENANT AND IST'LD. (� Q 0' ° 1 %,�, CONTACT THE MANUFACTURER AT BY T.G.C. _ ,r► O. '♦ a�, Q www.oracdecor.com - PAINT Q ° Pi--)-o o v MOLDING - - T-f 7/8" DIA. METAL PIPE, PROV. BY TENANT (p : n - , N _ .� - ; w - - - - AND INST'LD. BY T.G.C. o LO k♦ I�- !. MO-2 PT-1 — revisions:- ♦ i ♦ �'' -� MODULAR SOFFIT PROV. BY TENANT AND° ∎∎ -\. r - - - -1 , DRYWALL FURRI \ G SYST M \ O'S. * .�•` �" .r I L INST LD. BY T.G.C. - ATTACH HALVES OF CORNICE MOLDING N. „e____ _ ROUND BASE PLATE ON MODULAR SOFFIT TOGETHER BEFORE A ARMSTRONG DRYWALL FURRING SYSTEM ATTACHING MOLDING. PAINT ALL * CUSTOM FITTING ON I ) 1. ARMSTRONG DRYWALL FURRING (FOR FLAT G.W.B. CEILING) AT 48 O.C. ,1) `, MO-2 0 o EXPOSED SURFACES PT-3 v S- METAL THREADED RODS, ` ', 2• ARMSTRONG CROSS TEE "XL8945” AT 24" O.C. ` �� ` � I TYP. OF 6 (SEE DETAIL '„, `�� 3/A1.1) l 3. 5/8” FIRECODE "C" G.W.B. v 4 -"'A checked by: - ! 4. HANGER WIRE, 12 GUAGE METAL "� SPLINE IN CEILING CASH WRAP COUNTER BELOW - }'�" ,,, :. . _: ,, drawn by: SOFFIT AND LIGHTS GRID SYSTEM ELEC. 'J' BOXES MDT. TO TOP ROD 2 METAL DISK WELDED 1 ABOVE SOFFIT - j OF MODULAR SOFFIT FOR TO PIPE SATIN NICKEL " T-, ,^4, date: 4 PENDANT LIGHTS AND 4 FLOUR. ( B TITUS LINEAR DIFFUSERS 48 L. x 5 W. �,, STRIP LIGHTS, SEE LIGHTING FINISH ) 1. LINEAR DIFFUSERS (FOR SUPPLY AIR) ML 398411201XX (MODEL NO.) �` ) 02/11/2010 - 11'-6" — PLAN ON DWG. E2 4: 0 : )' sheet no: 2• LINEAR DIFFUSERS (FOR RETURN AIR) ML 398411201XX (MODEL NO.) X NOTE: '`', „� ` _ _ _ _ TENANTS G.C. TO PROVIDE AND INSTALL FLUSH MOUNTED ACCESS PANELS, AS �� - P R -CAST= v O D LAP SOFFIT DETAIL= SOFT HA \ G R D=TAIL - REQUIRED, IN THE SALES AREA CEILING TO ALLOW ACCESS TO THE H.V.A.C. (JD CS) EQUIPMENT AND ELECTRICAL "J" BOXES ABOVE THE CEILING. VERIFY THE ACCESS arch. project: SCALE: 3/8"=V-0"-0 SCALE: 3"=---V-0" PANEL LOCATIONS WITH THE MECHANICAL AND ELECTRICAL SUB-CONTRACTORS PRIOR TO INSTALLATION. ACCESS PANELS TO BE WHITE (POWDER COATED). MATERIAL SC - EDJLE: PAINT STOREFRONT CEILING METAL FINISHES WATERPROOF MEMBRANE PT-1 MANUF: BENJAMIN MOORE GB-1 MATERIAL: GLASS BEAD FINISH FC-3 MATERIAL: T.G.C. TO MATCH EXISTING MALL C-1 MATERIAL: ACOUSTICAL SUSPENDED CEILING MT-1 MATERIAL: METAL GLAZING FRAMES WM-1 MATERIAL: T.B.D. COLOR: SUPER WHITE MANUF: "NASS" FRESCO FINISHES FLOORING MANUF: ARMSTRONG MANUF: T.B.D. NUMBER: NONE COLOR: MANUF: T.B.D. MANUF: METAL FRONTS FINE FISSURED, MEDIUM NUMBER: T.B.D. FINISH: LATEX — REGAL AQUA VELVET NUMBER: BLUE/GREEN, W/ SILVER GLITTER STYLE: T.B.D. STYLE: TEXTURED, FIRE GUARD COLOR: MIRROR—POLISHED STAINLESS STEEL NOTES: IN TOILET ROOM, TENANT'S G.C. TO PROVIDE LOCATION: GB-06-04-055 LG LOCATION: STOREFRONT FRAMES (INTERIOR) (SEE DWGS.) LOCATION: STOREFRONT SIGN PANEL COLOR: T.B.D. SIZE/NUMBER: 24 X 24 X 5/8 #1833 MISC. METAL PARTS /COLUMN WRAP AND INSTALL THIN LOAD—BEARING . NOTE: SEE FINISH NOTES FOR SPECIFICATION LOCATION: STOREFRONT SIZE/NUMBER: 24 X 48 X 5/8 #1834 TROWEL—APPLIED WATERPROOF MEMBRANE PT-2 MANUF: BENJAMIN MOORE OF G.W.B. BEHIND "N ASS" FINISH COLOR: WHITE ON FLOOR AND 4" UP WALLS. / COLOR: SUPER WHITE 15 GRID: 15/16" ANGLED TEGULAR EDGE SLATWALL SPECIFICATIONS TO MEET M.A.P.E.I. PRP 315 NUMBER: NONE FC-4 MATERIAL: VINYL TILE FINISH: OIL BASE — SATIN IMPERVO ENAMEL GB-2 MATERIAL: GLASS BEAD FINISH MANUF: ARMSTRONG SW-1 MANUF: MARLITE LOCATION: T. ROOM WALLS AND ALL DOORS/FRAMES . MANUF: "NASS" FRESCO FINISHES SIZE: 1/8" X 12" X 12" C-2 MATERIAL: PRE—CAST MODULAR SOFFIT COLOR: BRIGHT WHITE #703 WM-2 MATERIAL: NOBLE SEAL COLOR: WHITE W/ GREEN AND SILVER GLITTER COLOR: CLASSIC WHITE MANUF: E.S.P. SPECIALTIES, L.T.D. NUMBER: DW2703PG NUMBER: / NUMBER: 51911 STYLE: LAMLITE/PAINT GRADE MANUF: T.B.D. MANUF: BENJAMIN MOORE GB-06-05-0378 LG / SERIES: RETAIL SYSTEMS, MONO FINISH SERIES 2000C; NUMBER: T.S. PT-3 LOCATION: GENERAL STOREFRONT AREAS LOCATION: ALL NON—SALES AREAS, U.N.O. COLOR: PAINTED, PT-3 UNLESS CLASS B (2000B) OR CLASS A NOTES: IN TOILET ROOM, TENANT'S G.C. TO PROVIDE COLOR: MOORS MORESCO CEILING WHITE NOTE: SEE FINISH NOTES FOR SPECIFICATION NOTE: GC TO ASSEMBLE, TAPE, BED 7 SAUD JTS. 2000A IS REQUIRED BY LOCAL CODE. NUMBER: 258 OF G.W.B. BEHIND "NASS" FINISH PAINT, PT-3 NOTE: ( } " AND INSTALL WATERPROOF MEMBRANE ON , FINISH: LATEX — FLAT (1) 4'-0" x 8'—0 TOP PIECE FLOOR AND 4" UP WALLS. 30 MIL. LOCATION: PRE—CAST MODULAR SOFFIT AND FC-6 MATERIAL: HIGH DENSITY FIBER WALK OFF MAT (1) 4'-0" x 8'-0" BOTTOM PIECE POLYETHYLENE CLEAVAGE MEMBRANE, G.W.B. AT CEILING MANUF: PAWLING (EDGE BANDING)/ MATWORKS C-3 MATERIAL: SUSPENDED 5/8" GYPSUM WALL BOARD G.C. TO CUT 6" OFF 12" BOTTOM MARGIN 'NOBLE—SEAL T.S.' OR EQUAL. SPECIFICATIONS FLOOR COVERING WALK—OFF MAT CEILING SYSTEM AND RELATED HARDWARE AT BOTTOM SLATWALL PANEL TO ACCOMODATE TO MEET A.N.S.I. A108 DISTRIBUTOR: MATWORKS MANUF: "U.S.G." UNITED STATES GYPSUM INSTALLATION OF BASE BELOW, WALL COVERING FC-1 MATERIAL: CARPET SIZE: 72" x 72" NOMINAL (SEE NOTE BELOW) COLOR: WHITE — PAINT, PT-3 MANUF: PATCRAFT/BENTLEY COLOR: BLACK LOCATION: SALES AREA WC-1 MATERIAL: VINYL ROLL WALL COVERING — 54" WIDE STYLE: ROCCA TRANS: CERAMIC TOOL CO. #CTC 14CTBL MANUF: M.D.C. WALLCOVERINGS INC. COLOR: DARK BLUE W/ KR352 NUMBER: CLAIRE'S CUSTOM LOGO MAT SW-2 MANUF: MARLITE STYLE: BOLTA NUMBER: PDS130-281/003 FINAL SIZE IS CUT TO FIT ENTRY THRESHOLD CORNICE MOLDING ENGINEER OF RECORD COLOR: MIRROR FALLS BLUE LOCATION: SALES AREA AND GLAZING FRAME BASE, BY INSTALLER, COLOR: UNFINISHED NUMBER: MDC—BB—MF-08 REPEAT: 37 1/2" PRIOR TO SETTING TRANSITION STRIPS BETWEEN NOTE: SEE CONST. NOTE 19 ON DWG. Al .. MAT AND CARPET. MO-2 MANUF: WINSOR SILVER METAL GLAZING FRAMES AND MISC. METAL TRIM TO BE SUPPLIED BY CARPET PATTERN TO BE INSTALLED DISTRIB: OUTWATER PLASTICS "METAL FRONT INC" REFER TO MATERIAL SPECIFICATIONS FOR COLOR NUMBER. PERPENDICULAR TO THE PATH OF ENTRY COLOR: PAINT PT-1 WAINSCOT TENANT'S G.C. TO CONTACT: FC-7 MATERIAL: CERAMIC TILE NUMBER: C-321 FC-2 MATERIAL: TECHNISTONE QUARTZ STYLE: "CAMDEN" — FLEXIBLE PL-1 MATERIAL: PLASTIC LAMINATE BOARD FIBER REINFORCED INC. (727) 556-2722 BASE MANUF: FURNISHED & INSTALLED BY T.G.C. SIZE: 3 15/16"H, 2" PROJECTION POLYSTER PANELS (FRP) METAL FRONTS, MANUF: LOUISVILLE TILE SIZE: 6" X 6" LOCATION: / MANUF: MARLITE FAX (727) 573-1306 B-1 MATERIAL: PRE—FINISHED MDF SIZE: 12" X 12" X 3/8" COLOR: WHITE PERIMETER OF MODULAR SOFFIT ABV. C/W STYLE: PEBBLE SURFACE L IQ I OCATION: RESTROOM MID. BELOW SALES AREA CEILING GLASS AND GLAZING CONTRACTOR TO SUBMIT GLAZING FRAME SHOP DRAWINGS TO FINISH: "PEARL ESSENCE" COLOR: STARLIGHT WHITE COLOR: OFF WHITE MANUF: WILSONART NUMBER: 190 SIZE: TENANT'S G.C. FOR APPROVAL; PRIOR TO FRAME FABRICATION. GROUT TYPE: LATICRETE, 91 SLATE GREY MO-3 MANUF: ORAC DECOR NUMBER: REST X 8'-0", CUT TO FIT T.G.C. TO NOTIFY STOREFRONT MATERIAL MANUFACTURER OF ACTUAL LOCATION: SALES AREA I — RESTROOM UPON COMPLETION OF STOREFRONT W) NOTE: BASE SHALL BE INSTALLED WITH LIQUID COLOR: PAINT PT 1 STOREFRONT DIMENSIONS, IMMEDIATELY GROUT SIZE: 1/8" TILE JOINTS WIDTH, MAX./ SEALED NUMBER: C-900 — RIGID FRAMING. ADHESIVE. DO NOT ATTACH TO WALL WITH PATTERN: METAL FASTENERS SUCH AS SCREWS OR LOCATION: BRICKWORK STOREFRONT EENTRY,FLOORING STAGGERED JOINTS LOCATION: PERIMETER!OFISALES AREA PROJECTION RSA CONSULTANTS NAILS. ALL JOINTS AND CORNERS SHALL BE BEVEL CUT. BOTTOM OF MOULDING AT 10'-0" A.F.F. Project Management * Design B-2 MATERIAL: 4"H. VINYL BASE MANUF: ARMSTRONG 17211 Eagle Hollow COLOR: PARCHMENT WHITE San Antonio, TX 78248 NUMBER: 73 LOCATION: ALL NON—SALES AREAS, U.N.O. B-3 MATERIAL: TECHNISTONE QUARTZ MANUF: LOUISVILLE TILE SIZE: 12" X 4" (CUT TO 4" HIGH) COLOR: STARLIGHT WHITE NUMBER: 190 ARCHITECT OF RECORD GROUT TYPE: LATICRETE, 91 SLATE GREY GROUT SIZE: 1/8" TILE JOINTS WIDTH, MAX./ SEALED , ICING PROTOTYPE ILLUMINATED PATTERN: BRICKWORK SQUARE, W/ STAGGERED JOINTS GB-1 SIGN. SHOP DRAWINGS TO BE GB-1 GB-1 :� f LOCATION: STOREFRONT ENTRY FLOORING BASE 1 SUBMI T ItD SEPARATELY BY 2 3 GLASS BEAD FINISH A3A GLASS BEAD FINISH GLASS BEAD FINISH SIGN VENDOR FOR REVIEW AND AA AT RETURNS A3A APPROVAL AT RETURNS ;, '': B-4 MATERIAL: 6" H. CERAMIC COVE BASE MANUF: FURNISHED Sc INSTALLED BY T.G.C. 14'—O" A.F.F. lio i;r' N MALL BULKHEAD s} °' COLOR: WHITE > (°o t+ . , ¢ J LOCATION: RESTROOM 1 ,� v o 7r 8'—O" — vi to Q M T-1 - c � d- fry+ © z MIRROR-POLISHED _ .� \ 1- Ul W Y STAINLESS STEEL } w a FI \ ISH \ OTES: GLAZING HEAD o yJV:'.'i 1. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER 12. THE TENANT'S G.C. SHALL BE RESPONSIBLE TO PROVIDE A GOOD QUALITY, LINE OF CURTAIN WALL BEYOND _ _ _1 N o PREPARATION OF ALL NEW AND EXISTING SURFACES IN A SATISFACTORY VERY SMOOTH AND STRAIGHT-EDGE FLAT DRYWALL FINISH THAT IS WHITE PT-3 — °-`� a / / MT-1 MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND PRIMED AND PAINT-READY FOR INSTALLATION OF THE FRESCO FINISH. ALSO \ REMOVAL OF NECESSARY ITEMS. TOUCH-UP AND/OR REFINISH OF SURFACES REFER TO SECTION 09000 OF THE RESPONSIBILITIES SCHEDULE ON DRAWING T. �l ( I I AI, MIRROR-POLISHED / DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE T.G.C. o STAINLESS STEEL GLAZING HEAD ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE MANUFACTURER'S 13, THE DRYWALL NEEDS TO BE FINISHED TO A LEVEL 4 FINISH. IF TOOL MARKS 4 ~`._ 4 • RECOMMENDED INSTALLATION METHODS. THE GENERAL CONTRACTOR SHALL P LY A LEVEL 5 WITH A SKIM GLASS CLIPS GL S A3 GLASS CLIPS �� AND RIDGES ARE UNAVOIDABLE BY THE TAPER A P PREPARE THE EXISTING FLOOR PRIOR TO THE APPLICATION OF FINISH FLOORING. COAT OVER THE ENTIRE SURFACE. REFER TO THE ASSOCIATION OF WALL AND (TYP.) A3 P CHES, TO (TYP.) 5/8" TEMP. GLASS THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL TO WITHIN A CEILING INSTITUTE HANDBOOK FOR SPECIFICATIONS ON LEVEL 4 AND LEVEL 5 ATCH GLAZING DPP. HAND TOLERANCE OF ONE-EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING DRYWALL FINISHES. RAM ES Z / COMPOUND SHALL BE UTILIZED (NO ASPHALT BASED COMPOUNDS). 14. THE DRYWALL DUST CREATED FROM SANDING NEEDS TO BE REMOVED FROM GB-1 2. ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND ADHESION OF THE SURFACE OF THE DRYWALL PRIOR TO PRIME PAINTING TO ENSURE OPTIMUM THE PLASTER TO THE DRYWALL. GLASS BEAD FINISH s FINISHED IN ACCORDANCE WITH THE WRITTEN SPECIFICATIONS. © `i' 3. ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE 2" 15. FRESCO FINISH PATCH KITS WILL BE PROVIDED ON AN AS NEEDED BASIS. 3/4" BLACK REVEAL r WIDE AND THREE COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL 16. ANY OIL STAINS IN THE DRYWALL FROM MECHANICAL TRADES SHOULD BE CHANNEL o GB-1 OUTSIDE CORNERS SHALL BE FINISHED WITH METAL CORNER BEADS., TAPED PATCHED AND STAIN BLOCKED PRIOR TO CONSTRUCTION COMPLETION. g AND SPACKLED. ALL AREAS TO BE PAINTED SHALL BE SANDED SMOOTH. JUST 17. THE FRESCO FINISHERS SCHEDULED START DATE SHOULD BE TWO TO THREE �� 1/4" GLASS BEAD FINISH PRIOR TO THE APPICATION OF THE FIRST COAT OF PAINT, WIPE SANDED °' I- 1/4" ( 1 DAYS PRIOR TO THE FRIDAY BEFORE THE STORE CONSTRUCTION COMPLETION 5/8" r._ GAP z .�c1- . . SURFACES WITH A DAMP CLOTH IN ORDER TO LAY FLAT ANY NAP WHICH MAY DATE. 5/8 TEMP. GLASS TYP ) �, ( " ) HAVE FORMED IN SANDING. 3/4" BLACK REVEAL 4: 0 4. FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE 18. ALL OTHER TRADES SHOULD AVOID APPLYING ANY TYPE OF TAPE TO THE \ T ..__ CHANNEL GLASS CLIPS MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. COORDINATE THE SURFACE OPF THE FINISHED FRESCO PLASTER. IF THIS IS UNAVOIDABLE, USE GLASS D 0 Q INSTALLATION WITH OTHER TRADES, SUCH AS ELECTRICAL. ONLY LOW ADHESION WHITE 3M TAPE (NOTE: THIS IS A WHITE MASKING TAPE (TYP•) O I i I 5. ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT MANUFACTURED ONLY BY THE 3M COMPANY). A3 f L O WORKMANLIKE MANNER. 19. FRESCO PLASTER SYSTEM APPLIED AT STOREFRONT FROM FLOOR TO R CO 0 CO 6. ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER 8'—O" A.F.F. IS TO BE APPLIED OVER A DIFFERENT SUBSTRATE THAN • INSTALLATION. FIXTURE VENDOR SHALL PROVIDE TO THE T.G.C. ALL MATERIALS THE STANDARD 5/8" GYPSUM WALL BOARD. USE EITHER, 0 FOR TOUCH UP WORK. 0 ROCK—MADE BY GP—GYPSUM CORP. OR a• A.) TOUGH R _ _ 7. THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY B.) FIBEROCK MADE BY USG. . Z (D Z z FINISH TO ALL PARTS OF THE WORK. COVER ALL SURFACES THOROUGHLY. IF EITHER PRODUCT IS TO BE SUPPLIED AND INSTALLED BY T.G.C. TO 0 V 0 W THE SPECIFIED NUMBER OF COATS DOES NOT ACCOMPLISH THE INTENT, THE " , LI T.G.C. SHALL BE RESPONSIBLE FOR THE APPLICATION OF ADDITIONAL COATS OF 8'-O" MIN. OR TO ENTRY SOFFIT HEIGHT, RESULTING IN A BETTER PRODUCT PERFORMANCE WITH LESS SCRATCHING AND DEFORMITY. THE / THE SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE, AT NO ADDITIONAL 0 Q COST TO THE OWNER. T.G.C. IS TO COORDINATE WITH OWNER THE AVAILABILITY AND MIRROR-POLISHED STAINLESS STEEL PROCUREMENT OF THIS HIGH DENSITY GYPSUM WALL BOARD. MT-1 MT-1 STOREFRONT GLAZING BASE " MT-1 MIRROR-POLISHED STAINLESS STEEL 1— J < 0 0- 8. CLEAN ALL GLASS SURFACES WITH A LIQUID GLASS CLEANER AT PROJECT 24'-0" STOREFRONT GLAZING BASE MT-1 (n a_ (f) COMPLETION. 20. AFTER THE TENANT'S GENERAL CONTRACTOR COMPLETES THE STOREFRONT BASE _ FRAMING THE G.C. SHALL MEASURE THE STOREFRONT AND DETERMINE IF THE LEASE LINE DIMENSION / BASE revielone 9. ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S MEASUREMENTS OF THE SIGN BAND BEHIND THE ACRYLIC SIGN PANEL IN THE 8 8 ® 03/03/2010 STANDARD DETAILS AND SPECIFICATIONS. VERIFY WITH MANUFACTURER PRIOR FIELD ARE DIFFERENT THAN THE MEASUREMENTS SHOWN ON THE DRAWING TO INSTALLATION. ELEVATIONS AND DETAILS. IF THE MEASUREMENTS ARE DIFFERENT, THE A3 ILIVATI LANDLORD FINAL 10. DO NOT USE CLEAR SILICONE SEALANT ON THE STOREFRONT GLAZING/GLAZING TENANT'S G.C. SHALL NOTIFY TH E CLAIRE'S PROJECT MANAGER IMEDIATELY, \ T 0\ A3 REVIEW COMMENTS FRAMES. AND INFORM HIM OF THE DIFFERENCE, SO THE SIZE OF THE ACRYLIC SIGN f " -1'-0" ® 03/25/2010 PANEL CAN BE ADJUSTED ACCORDINGLY BEFORE IT IS FABRICATED BY COLITE A2 SCALE: 1/2" - DOB COMMENTS ;f `11. THE USE OF A TWO—PIECE METAL FRAME CORNER (BY FRAMES MFR. ) IN THE SIGN CO. . STOREFRONT FRAMES ALLOWS FOR EASY INSTALLATION OF THE STOREFRONT �0 GLAZING PANELS. ]7{. checked by: xsk ,-0-'_,-- A , ,C;.y r l drawn by 'V 1' y+~:\.. ! data . �::; � 02/11/2010 ....., Lit f,` 'r , sheet na T. h , .-raj),•`Y It ei {("_1 A2 1 a_ arch project f27'-0 1/2" VINYL y CORNICE MOULDING WALLCOVERING ABOVE ABOVE CEILING MOUNTED 4 MALL BULKHEAD MO-3 PT-1 MOULDING CORNICE MOULDING MOULDING FEATURE 14'-0" A.F.F. L.E.D. EXIT SIGN WC-1 A4 LIGHTS MO-3 PT-1 PT-3 PT-3 4 CEILING SOFFIT CELING \I• • 40 12'-0" A.F.F. \L 12'-0" A.F.F. 12I-O" A.F.F. EXIT 4 B.O. MOULDING o G.W.B. CEILING, (0 „ i � / PAINT B.O. CURTAIN WALL '� � B.O. MOULDING 101-0" A.F.F. 4- �- - •-cr PT-3 " n �J 10'-0" A.F.F.2, 9-6 A.F.F. / // ! \ 5/8 G.W.B., / / \ / / kT . _. A. / / \ / / \/ n i, o t j GLASS CLIPS VINYL / / \ ;�. rc GRAPHIC DISPLAY WALLCOVERING � / / / f / \ / / VINYL rn FRAME TYP. OF 3, WC-1 / /\ / / ) / / WALLCOVERING I .. GLASS CLIPS \ / o / MIRROR-POLISHED STAINLESS \ ICJ / WC-1 ENGINEER OF RECORD / STEEL STOREFRONT GLAZING • 1 / FRAMES W/ 5/8" TEMPERED / \\ // / / -rn — GLASS / \ / _-- MT-1 / \ / / rio-1'c � ,,W I , _ FINISH - I ovo I • FLOOR 1 FLOOR DIVIDER PANEL (TYP.) B-1 4"H. BASE-/ 4"H. BASE MIRROR-POLISHED STAINLESS 4"H. BASE 6"H. BASE STEEL STOREFRONT GLAZING SLATWALL PANELS, B-3 B-3 FRAMES W/ 5/8" TEMPERED B-3 1 SEE SLATWALL NOTE SW-1 GLASS A 1 SLATWALL NOTE: MT-1 THE SLATWALL PANELS ARE PROVIDED BY THE MANUF. IN 8'-0 1. x 4'-0"H. PANELS 1 IVATIO\ELEVATI (THERE ARE TOP & BOTTOM PANELS) 2 I \ TE R I O R ELE 1 i to I\ TERIOR A2.1 SCALE: 1/4" = 1'-0" G.C. TO CUT 6" OFF 12" BOTTOM MARGIN AT A2.1 SCALE: 1/4" = 1'-0" RSA CONSULTANTS BOTTOM SLATWALL PANEL TO ACCOMODATE INSTALLATION OF BASE BELOW Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 ±27'-0 1/2" 23'-7" / )' VINYL '- MALL BULKHEAD I ABOVE — WALLCOVERING MOULDING 4 VINYL ABOVE 4 FEATURE MOULDING CORNICE MOULDING CORNICE MOULDING FEATURE WALLCOVERING 14'-0" A.F.F. A4 LIGHTS PT-3 WC-1 PT-3 A4 LIGHTS ARCHITECT OF RECORD PT-1 MO-3 MO-3 PT-1 WC-1 SOFFIT CEILING CEILING 12'-0" A.F.F. �?43 12'-0" A.F.F. s ,. 12'-0" A.F.F. 'l� •+ G.W.B. CEILING, _ ; PT-3 PAINT ,� B.O. MOULDING ° B ,� LDING :a- q, �► 10 0 A.F.F. d- 10 0 A.F.F. I A f cam - c� �� w d LASS CLIPS GRAPHI : - A /16. _ _ ..s` FRAME TYP. OF 3, o 0 o Y4, rn CV 5/8" G.W.B., o cv -i i ° N - PAINT �r `r o A T-1 - .- GLASS CLIPS °' - _ I o OPEN - - - - --- Z w MIRROR-POLISHED STAINLESS • ' \ = °Q °O w g ¢ STEEL STOREFRONT GLAZING �c, • -- ! : o w to FRAMES W/ 5/8" TEMPERED ;Y, ;Y, -` ti `.v GLASS MT-1 _ i' w IF FLOOR \__.4"H. BASE B-1 DIVIDER PANEL (TYP.) THERMOSTAT DIVIDER PANEL SW_1 SLATWALL PANELS, 6"H. BASS PT-2 (TYP.) SEE SLATWALL NOTE B-1 B-3 6"H. BASE SW-1 SLATWALL PANELS, AT TRIM SEE SLATWALL NOTE 4 I \ TLROR ELEVATIO \I \ TERI OR E�E�ATI O\ _ . .. /!.‘, 2.: SCALE: 1/4" = 1'-0" A2.1 SCALE: 1/4" = 1'-0" W s 4' L. FLOURESCENT STRIP LIGHTS NOT SHOWN FOR CLARITY Q O T ( In O < PENDANT LIGHT 1 I I � 11. ,..4 l'r) 0T MOUNTED TO Lo O CEILING-CENTERED CORNICE MOLDING AROU ND OVER HOLE IN PERIMETER OF MODULAR 00 Z SOFFIT 0 .. 0 MODULAR SOFFIT MO-2 O '- 7 OT T o T. OVAL N 1 CD z < W o _I T T E— U TOP OF COUNTER (,/) '-----;::> F.-- C.-)o QO revleione 1 r FINISH L1 02/23/2010 } FLOOR 4 REVISED PER LANDLORD I CASHWRAP CASHWRAP I & CLAIRE'S REVIEW ® 03/25/2010 T DOB COMMENTS 2 (` checked by 5 CASHWRAP SOFFIT ELEVATIO\ �cn e dram . SCALE: 1 4" = 1'-0" ( t n , „, p } STAFF A2.1 / i. J1�� t ±._• I-I:" �tF F. ,,;r. -� We: . 02/11/2010 4}. UNIVERSAL L..I\k;.•iL v,I'IP TEXAS a sheet no: r ,,.\ k- of o C) A21 arch projects HANDICAP RESTROOM PT-1 )---\ SIGNAGE, SEE SHEET A-4.1 , , r , PT-1 PT-1 C PT-1 J 1 PT-1 \ , I 1 r . -1 PT-1 PT-1 , 0 0 o 0 o r , , I SW-2 SW-2 J , • PT-2 - SLATWALL AT - - PT-2 PT-2 - - ENGINEER OF RECORD B-2 B-2 DOOR & FRAME B-2 RETURN WALL B-2 B-2 DOOR & FRAME DOOR & FRAME B-1 /PT-2 BI FOLD DOOR & TRIM 1 SOC < ROOV =1.---V 2 STOC < ROOV' :.17. \/_ 3 S-OC < ROOM =LEV. 4 STOC < ROOV ELEV. (--5 VISTRL__ SCALE: 1 4" = 1'-O" SCALE: 1 4" = 1'-O" SCALE: 1 4" = 1'-0" SCALE: 1/4"/4" = 1'-0" ` A2.1 A SCALE: 1/4" = 1'-O" A2.1A / A2.1A / A2.19 / �2.1A . IS RS! CONSULTANTS Project Management * Design 17211 Eagle Hollow San Antonio, TX 78248 BLOCKING BY G.C. BETWEEN STUDS WITHIN WALL FOR SHELVING STANDARDS SUPPORT, SEE FIXTURE WATERPROOF NOTE 7 ON DWG. Fl "GREENBOARD" G.W.B. - CL LAV. & WATERPROOF "GREENBOARD" PAINT PT-2 MIRROR G.W.B. AND SHELVES - -- 1,-3„ PAINT '� -/ / PT-2 18" VERTICAL 39" MAX. PAPER TOWEL I GRAB-BAR / ARCHITECT OF RECORD ROLL DISPENSER 36"L. X 1 1/2" 48"L. X 1 1/2" 36 MAX. / / 24" x 36" PT-2 DIA. GRAB-BAR DIA. GRAB-BAR FRAMED Ør1 RRBLOCNG BETWEEN / 0 / SUPPORT BY G.C. SUPPORT BY G.C. I - 12 N o'v ' -- r a v co z Q PL-1 PL-1 - 1 v' Z i z — —� ` o� 4 z Q J r) r� I cNI I N ' cv �,k FINISH --- - ---- - , � FINISH � � Q `` \ ♦ `� ♦ `` `k © z FLOOR FLOOR F a, w WALL MOUNTED WATER 1 WATERPROOF 1'-6" T. PAPER TOILET PAPER w z HEATER SEE DRAWING M 1 / - / HOLDER HOLDER MEMBRANE UNDER FC-7 B-4 B-4 FC-7 FLOOR. o' o WRAP HOT WATER OF W.C. Q Ito- p AND DRAIN PIPE L i (.) N = WITH INSULATION 6 RESROOM LEVATO\ r7 RESTROOM ELEVATIO\ A2.1 A SCALE: 3/8" = 1'-0" \ ©2.1 A SCALE: 3/8" = 1'-0" I1 I < 0 L ) 0 Q LU (!) ijr 0 00 0 m ° o 0 o C� I I C Y I H-�j O 0 C/l CY < F— ( < 0 UD a_ cf) revisions: to Ii , i checked by: d JI � MY 1 R 1S 4-..,, 5t:38%.: ;;_""i drawn by: 0 UN IVi: R:S/\ 'i_rY TEXAS 0 date: 02/11/2010 1.1> 8,-.0'Y sheet no: i'� c a - u,. ® - e arch. project: • W °- 6 I I I I LINE OF GYP. BD. 2 2 3 I CEILING A3A A3A A3A I I Al 1 I ,d I A3 All cD Ii � A3 I ,,_ - - - LINE OF GYP. BD. LINE OF CORNICE z -•. CURTAIN WALL MOULDING o 0 OPPOSITE I Li- tI —� � - HAND "_�' - - -- - -. /_ 3 r f11" T 1 ±11" w L . M 4- X- -\ 1 lr — r r- „N _ �r�— _ N 1 I - o o X -#} 1 IN N En cn Q DUSTPROOF STRIKE PLATES TO LOCK DOORS OPEN OR z _ �� 1 CLOSED, TYP. o - N ON BOTH DOORS �-�- ;,�,� 0 1 ENGINEER OF RECORD Q H •4 Ln \ drf 00 M d z Lli (0 I N ►►) w L N \O J z W C7 CL, N.) U N0- W I A. ' " f 7'-1 3 4" e n W"1 / 11_0" ±7'-1 3/4" r 10 1/4" 6'_0" 10 1/4 f / 1 -0 2) EQUA PIECES OF 5/8" TEMP. GLA` DOORS (2) EQ'AL PIECES OF 5/8" TEMPER 0 GLASS MIRROR POLISHED ILLIMUMINATED z FE MIRROR POLISHED RSV. CONSULTANTS STAINLESS STEEL E o STOREFRONT tn J o STAINLESS STEEL GLAZING BASE SIGNAGE "" w< 2 GLAZING BASE Project Management * Design / 24-0 LEASE LINE DIMENSION 17211 Eagle Hollow San Antonio, TX 78248 01 STOREFRONT PLAN SECTION SCALE: 3/4":4-0" I BRACE TO STRUCTURE 3 5/8" x 20 GA. METAL ARCHITECT OF RECORD WITH 3 5/8" X 18 GA. TRACK, CONT. AT HORIZ. 6" STUD AT EACH COLUMN <>. METAL STUDS EXISTING IF POSSIBLE �' ,t,- DEMISING WALL _ TRACK (TOP AND BOTTOM) LINE OF CORNICE t MOULDING "E { - - A 7/8"--,\ ,- ,.:. 3/4" SLATWALL i 1111 �' 47/8 " ' n ._ 5/8" TEMPERED GLASS I 4' 5 5/8 G.W.B. ON METAL GLASS BEAD FINISH co SLATWALL END TRIM *41 , BLACK VINYL s o FRAMING PT-3 r' GB-1 cm -� SEE DETAIL 9/A4 A 4 GLAZING STRIP (TYP.) Z fx (2) 3-58" X18 GA. L ` w `t METAL STUD COLUMNS DOOR PIVOT PIN AND C-JOIST HEADER - SEE MT-1 =� o z (TYP. BOTH ENDS OF SECTIONS ON SHEET A3A BLOCKING, AS REQUIRED r �, JOIST) SEE DET. 3/A3 6 H.x 1 3/4 W. } / �� MIRROR-POLISHED Q I _ STAINLESS STEEL � a � 8" JAMB ASSEMBLY (SEE PLAN DETAIL 5/8" TEMP. GLASS 5 8 G.W.B. ON 3 5 `�/� DOOR GLAZING BASE ; ` ° o _ X 20 GA. METAL STUDS FOR SIZE AND STRUCTURAL FINISH J STUD ORIENTATION) rQ __ _ttl FLOOR AT 24" O.C. MAX. ` MT--1 — C PT-1 B-3 N MIRROR POLISHED " STAINLASS STEEL GLAZING SILL ANCHOR 1 374 L OA:: FASTEN BUILT-UP MEMBERS FRAMES W/ TEMP. GLASS '� '� TOGETHER AT 12 O.C. MAX. .: BEARING HEADER DOOR — EAD DETAIL _ GLAZI \JG BASE DETAIL 3 N.T.S. SCALE: 3"=1'-0" 7 n " SCALE: 3 =1 -0 7 •. GRAPHIC DISPLAY FRAMES . Li J ,iI.. (2) 3-5/8" X 18 GA. Z.;; METAL STUD COLUMNS j - ' .. . <` (TYP. BOTH ENDS OF I I _ < 0 JOIST) SEE DET. 3/A3 •�': LINE OF SIGN BAND � � l.;' SOFFIT ABOVE O L� • F.R.T. BLOCKING I /; (�40.e. s .• . in (f) o AS REQUIRED '� . � 3/4" x 3/4" ALUMINUM '� REVEAL CHANNEL / W_ - • • : ' F;R.T< BLOCKING " W C-) •►�,, . . . • . . 5/8 G.W.B. ON � Z f— (.�/ GLASS BEAD '�► �' (AS REQUIRED) METAL STUDS (I� (� Q FINISH ( GB-1 , GAP BETWEEN GYPBOARD CORNER 0 Q l - PROVIDE VINYL GLAZING STRIP ON 5/8" G.W.B. ON MTh. ORNER BEAD A I— U 0 (SEE NOTE #19 BOTH SIDES OF GLAZING 24" V : (/) -- SHEET A2A) STUDS AT 24 O.C. -' GLASS BEAD FINISH 6" METAL BASE NOTCH GLAZING FRAME BY PT-3 - MIRROR-POLISHED STAINLESS GB-1 revisions MT-1 ) METALFRONTS STEEL GLAZING HEAD W/ A, 02/23/2010 • 4" H. X 1 " GLAZING FRAME, 3/4 x 3/4 REVEAL BY SEE NOTE 19 SHEET A2A REVISED PER LANDLORD TENANT STOREFRONT PRE-NOTCHED BY MANUFACTURER. STOREFRONT VENDOR. & CLAIRE'S REVIEW FINISH TO COVER TENANT I MT-1 — MT-1 /' MIRROR-POLISHED STAINLESS A 03/25/2010 HALF OF NUETRAL PIER A ';•1 n %OB COMMENTS TO NEW REVEAL CHANNEL _ _ :.:O STEEL OVER 6"x 3/8" PLYWOOD .18" TEMPERED GLAZING :. g MT-1 4 {.z/ r checked by' `° ,1�0 �� 5 8" l .31y dawn by / TEMPERED GLASS �' MALL FLOORING ` - ./ r MIRROR POLISH D STOREFRONT -�,':�' / ---e,„ STAINLESS STEEL 5/8" ..� FINISH FLOOR-Y '' °�'' 02 11 2010 GLAZING BASE W/ 5/8 H U N 1 t`,f.:R st,, i ( ( I..;K]A S 6 DETAIL ISON ETRIC AT NOTCHED GLAZING HEAD FRAM = GLAZING HEAD DETAIL METAL BASE DETAIL STOREFRONT � 6 n_ ,_ n � _c�� 2 4 SCALE: N.T.S. SCALE. 6 -1 0 SCALE: 3"=1'-0" ;3 SCALE: 1 1/2"=1'-0" ' 0 F ,•�',. J arch Pry 5/8" FIRE RATED G.W.B. AT BACK OF MALL BULKHEAD, 5/8" FIRE RATED G.W.B. AT BACK OF MALL BULKHEAD, 5/8" FIRE RATED G.W.B. AT BACK OF MALL BULKHEAD, CONTINUOUS TO DECK ABOVE; AS REQUIRED. CONTINUOUS TO DECK ABOVE; AS REQUIRED. CONTINUOUS TO DECK ABOVE; AS REQUIRED. \ Plr f . + 1 PROJECTED LEASE LINE PROJECTED LEASE LINE PROJECTED LEASE LINE k' + hhhh... i .. : 5 u. 3 5 20 GA. , 3 5/8" X 20 GA. MIL lithhh„. „ ,.._ . FRAMING @ 16" 0.C. TO FRAMING @ 16" 0.C. TO FRAMING @ 16" 0.C. TO : STRUCTURE ABOVE (TYP.) Ilkill41116.. .- , , -... EXISTING MALL BULKHEAD 5/8" G.W.B. ON 3 5/8" X 20 GA. STRUCTURE ABOVE (TYP.) ! 1 EXISTING MALL BULKHEAD 5/8" G.W.B. ON 3 5/8" X 20 GA. STRUCTURE ABOVE (TYP.) I EXISTING MALL BULKHEAD 5/8" G.W.B. ON 3 5/8" X 20 GA. 3 5/8" X 20GA. MTL. STUDS AT 24" 0.C. / 1111111 PT-1 AXL B2ORGAAciNG + MIL. STUDS AT 24" 0.C. 3 5/8" X 20GA. 41 MIL. STUDS AT 24" 0.C. PT-1 PT-1 DIAGONAL BRACING DIAGONAL BRACING D31A5G/08N" + IIII■ Iii.. / 14'-0" 0 48" 0.C. (TYP.) AO, 4 (2) 10" x 18 GA. METAL + + + 144111111111111111111111116 1 MALL BULKHEAD (2) 10" x 18 GA. METAL ++ + + ++ + + Li MALL BULKHEAD 43 (2) 10" x 18 GA. METAL MALL BULKHEAD . STUDS JOIST - + + + + + IN ++ + il!111111I■NBMIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIII STUDS JOIST STUDS JOIST - ATTACHED TO METAL ATTACHED TO METAL - ATTACHED TO METAL ENGINEER OF RECORD STUD COLUMN AT EACH 6 STUD COLUMN AT EACH STUD COLUMN AT EACH END OF JOIST, SEE DET. A3 GLASS BEAD FINISH END OF JOIST, SEE DET. + , END OF JOIST, SEE DET. Illrlki3 - GLASS BEAD FINISH 2&3/A3 'w 0 SIGN BAND FASCIA 28c3/A3 + . 2&3/A3 © SIGN BAND FASCIA --‘,- _..),„ 4. GLASS BEAD FINISH 0 SIGN BAND FASCIA -. - .4 41 :' %Ns. a 1 ' i 1 co I Li lo 'p :•oip 12'-0" 12'-0" ob 12'-0" —I. _.,..c...--/nr.d." ri k 12-0" " SW \ 12'-0" Y A.C.T. CEILING STOREFRONT SOFFIT 0 A.C.T. CEILING \fF A.C.T. CEILING - STOREFRONT SOFFIT 43 + 111 i N__11. 1 2'-0" , - ' I + , . ■,.._ 1 ; 2'-0" ' ,., 4'-5 1/2" 5/8" G.W.B. ON 3 5/8" X 20 GA. . 2'-O" ' (-5 1/2" i ii .1 / \ MIRROR-POLISHED STAINLESS MIL. STUDS AT 24" O.C. 10 I I " SURFACE MOUNTED . MIRROR-POLISHED STAINLESS 5/8" G.W.B. ON 3 5/8" X 20 GA. -- - f ' N STEEL GLAZING HEAD '0 ILLUMINATED SIGN LE I I LRS 5/8" G.W.B. ON 3 5/8" X 20 GA. ''IIIIIIIIIII • ( PT-1 : t STEEL GLAZING HEAD MIL. STUDS AT 24" O.C. „ , . T-1 \ 4 MTL. STUDS AT 24" O.C.0C — U.:::: 4 RECESSED DOW1s1 LIGHT 1 A3 4 .4 RECESSED DOWN LIGHT 10 ' A3 066 101-0" _,,, ,.,_,._ __._./''''. I — N r----- r ‘r B.O. MOULDING I I ... /, i \ , or J11 LIGHTED CORNICE MOULDING \f' B.O. MOULDING ' 4: RSIV CONSULTANTS `-r CURTAIN WALL STOREFRONT SOFFIT 0 \ - i 2.4- SOFFIT 0 AIL 91-6" \f' CURTAIN WALL • ci Project Management * Design L.LI \ -1/N____ VINYL WALLCOVERING GLASS BEAD FINISH LIGHTED CORNICE MOULDING Fr — 71 MIRROR-POLISHED STAINLESS ---\if--------C 0 UNDERSIDE OF SOFFIT LIGHTED CORNICE MOULDINGY \ A 17211 Eagle Hollow San Antonio, TX 78248 le TO STOREFRONT DOORS I I -5 GLAZING HEAD A (2) 10" x 18 GA. METAL STUDS \ 4'-5 1/2" I I 5/8" TEMPERED GLASS VINYL WALLCOVERING MIRROR-POLISHED STAINLESS VINYL WALLCOVERING (2) 10" x 18 GA. METAL STUDS II JOIST - ATTACHED TO METAL --71 H 1 NI STOREFRONT STEEL GLAZING HEAD ,r JOIST STUD COLUMN AT EACH END OF 4'-5 1/2" JOIST, SEE DET. 2&3/A3 JOIST - ATTACHED TO METAL (2) 10" x 18 GA. METAL STUDS 5/8" TEMPERED GLASS RECESSED DOWN LIGHT STUD COLUMN AT EACH END OF JOIST - ATTACHED TO METAL STOREFRONT JOIST SEE DET. 2843/A3 STUD COLUMN AT EACH END OF GLASS PATCHES TO MATCH GLAZING FRAMES , JOIST, SEE DET. 2&3/A3 11 I ARCHITECT OF RECORD H - HANGING MARQUEE FRAME r HANGING MARQUEE FRAME -, MALL HI ....... J ( 1 I k I A ' 11 I 5/8" TEMPERED ',. . - t SALES AREA I-- - - li MALL 5/8" 'TEMPERED GLASS DOOR — NI\Ll Jj M ALL SALES AREA R GLASS \\. ETURN Ai C•1 A SALES AREA GRAPHIC DISPLAY FRAME, 6 TYP e-----"N .■ 5/8" TEMPERED GLASS ,, I — RETURN z cr 5/8" TEMPERED GLASS g...t ssesensess __ • .. I v) STRUCTURAL BRACING NOTE : RETURN ALL METAL STUD BRACING SHALL BE DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF ROOF DECK. MECHANICALLY FASTENED TO ROOF / ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED '1/4= / 1-- L.,.., w cn c) FLOOR DECK TOP CHORD OF FROM THE GROUND OR FROM THE PRIMARY ROOF STRUCTURE. i‘ ./) ..t STRUCTURAL STEEL JOISTS ABOVE. NOTE: ALL STOREFRONT CONSTRUCTION MUST BE SUPPORTED Li., m NOTHING SHALL PENETRATE OR FROM THE GROUND ONLY. . ',- ,- MIRROR-POLISHED STAINLESS STEEL AI c..).....1 ATTACH TO ROOF DECK; BRACE ONLY masesseme cv m STOREFRONT GLAZING BASE TO STRUCTURE Mk 4" HIGH STONE TILE BASE (TYP.) A3 7 A3 A3 i / MIRROR-POLISHED STAINLESS STEEL MIRROR-POLISHED STAINLESS STEEL STOREFRONT GLAZING BASE cf\ ( u/---- 10 STOREFRONT GLAZING BASE \ _ J 111MI I 1 - .....--- TENANT FLOORING MALL TENANT FLOORING x MALL TENANT FLOORING MALL 0 STOREFRONT SECTION PROVIDE SMOOTH CONTINUOUS X FLOORING (--- STOREFRONT SECTION PROVIDE SMOOTH CONTINUOUS ' FLOORING 40 STOREFRONT SECTION PROVIDE SMOOTH CONTINUOUS X FLOORING TRANSITION BETWEEN TENANT .2.) TRANSITION BETWEEN TENANT TRANSITION BETWEEN TENANT SCALE: 3/4"=r-0" FLOORING AND MALL FLOORING SCALE: 3/4"=19-0" FLOORING AND MALL FLOORING SCALE: 3/4"=1'-0" _ FLOORING AND MALL FLOORING FLASH PATCH AS REQUIRED. FLASH PATCH AS REQUIRED. FLASH PATCH AS REQUIRED. LIJ < 0 Ln D 0 < i`r) 0 LiJ V") in u) (2 o oo 0 co .,....; 0 - ,---; L.....) I___ r-) _._., Z C.) Z Z 0 Z < I , 1 0 7 (f) c_ < 1-- 0 < O CI- (f) CI_ (f) revielone & 03/03/2010 LANDLORD FINAL REVIEW COMMENTS A 03/25/2010 DOB COMMENTS 10 / D--, pid,...„„--- chedced by - C--) / .--,„0 , , ___non by ,: drawn . , / '... 1 : n date: /.,c,--,' N ; .. , 02/o 1 1/2010 U V E R E. XS n n. ..,0 arch.project: I | /x, � x � ! — 3-�/ _ X 20 GA. METAL | | `- ---�--�-\`-` 'STUD, CONT. AT PERIMETER -- � --STEEL STRAP M T O. ABOVE OVE TOP DP O F D DIVIDER, OER, EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE ON SALES AREA | % ' /` ^ ' ... : IF REQUIRED, OTHERWISE ALL CLIP AND ATTACH CONTINUOUS TRACK TO r ATTACH CONTINUOUS TRACK TO : \ STRAP HARDWARE TO BE CONCEALED 24'' X 24" SU3PEN�ED 24" 24" BOTTOM OF OPEN WEB JOIST , BOTTOM OF OPEN WEB JOIST . \ H|NO PRE-FINESHED TRIM ACOUSTICAL LE ACOUSTICAL TILE � ABOVE -SEE DET' 6/A4'2 . � � CEILING (WHITE) ABOVE -SEE OE 8A4 CEILING (WHITE) '' •' • ' - � METAL TAB MTD. TO TOP OF DIVIDER, \ ~~, � �r ' � � ` ' � �� . �b.. / /-� FITS INTO MALE CLIP BELOW , / E l - -) = -- - '- -_/ •'`' ^� Ili ' ---' STRUCTURAL BRACING NOTE : � 1' � i� - ��'� . ` (- - ��- - � ` MALE CUP MTD' TO BACK OF TRIM ~ � `` `' '1 -PRE-FINISH TRIM ALL METAL STUD BRACING SHALL 2'_O" SUSPENDED EXISTING DEMISING ^^ 2'-O" x SUSPENDED \ RECESSED LIGHT ~� • ': 'BE MECHANICALLY FASTENED TO -/ °/ G.W.B. CEILING RECESSED LIGHT WALL 1 HOUR FIRE G.W.B. CEILING �. ^ ••=�'RXTURE SEE ROOF /FLOOR DECK STRUCTURAL FIXTURE, SEE RATED, IF NOT = � |� ' �, '�! � REFLECTED STEEL ABOVE. NOTHING SHALL REFLECTED , PENENTRATE 07 ATTACH TO ROOF SEE PLAN � CE|UNG PLAN EXISTING (SEE CONST. PLAN NOTE . ' `N SEE PLAN ‘ CE|L|NC PLAN � U � ' ' ' �� ;� � x�4 --- FEMALE "Z" CLIP MTD. TO SLATWALL . DECK; BRACE ONLY TO STRUCTURE MOUNTED . �. SECURE TO METAL STUDS W/ DRYWALL 1" t-1 LIGHT DWG. Al) _��~ �-- q_LIGHT w 1 ', ' -' - SCREWS•' ` IL �^ °' � ' -- SLAT WALL , . 5/n" G.W.B.KB CEILING 24" X �4" 3U3PENOED- � ' ' -- \ � � - - - ' - .-'-�� '-- ---' -|-� - '�r �' ACOUSTICAL TILE CEILING - T/ .J' BOX ~~ , �� `� ` ,•. A - - GYP BOARD CORNICE MOLDING \ - ` ' • (WHITE) �. /` ' / (\24^ X 24^ SUSPENDED L. CORNICE MOLDING '''' --ACOUSTICAL TILE H., VINYL WALL COVERING CEILING (WHITE) , � �-=---NMYL WALLCOVERING ~\ ` '-' � \ FEATURE LIGHT E KJ | � [J��---\ TO[] C| |[] D[-7- � | ||� L-�\|\\�- _/ [- L_|[- L_ | ��! L_ /, | ;::-T A4 ^^ �~--- -�`� 4 . SINGLE TUBE LIGHT STAGGERED -- , ' - / 6" A4 FLUORESCENT FIXTURES SCALE: �/4"=1 -O" 7 |'| ' � � 41111 ' / ' / | ' | | \ � TOP OF SLATWALL �� : / TOP OF SLATWALL' :- \ 8'-O" A.F.F. �� / | \ 8'-O" A.F.F. ( �'----l_ �° ENGINEER OF RECORD , \ � � � ' � � \ \ ' ; �- \ ��T-- , � � � '' ' �'� -- -- \ \ / -••\ AREA� | � �. � ' | SALES �[�[� � � .� ^--- \� ` ~~ --, , \ J r`/��_r` | \ | �' ' �\ / r`/`�-/� / ..' � � �� ALL SLAT WALL TRIM (FRAMES) ARE PRE-FINISHED BY VENDOR•.~`_� `` � ' ' �\ �/ ','' �-'- \` ` ' � \ ^^ , .^~ L. . �\ � ` . `\ ` ~� | TOP FRAME WITH LEDGE � '' `` TOP FRAME WITH LEDGE, • \` ~� ALL FRAMES ARE TO BE MOUNTED TO SLAT WALL OR GYP. BOARD USING Z- CLIPS . .. .. . � ` . .' � �� c� PRE-FINISHED BY MFR ' ' ' '' �� c� PRE-FINISHED BY MFR. `� ^ ---- CORNICE MOLDING. ATTACH TO WALL PROVIDE BY THE VENDOR (TOP/BOTTOM TR|�\ OR CONSTRUCTION ADHESIVE (SIDE � /'' '' � ' ' � �' . ' / '' '`'' `~ BEFORE PAINTING WALL -ATTACH ` ' - ' `•� '''\ \ T�� / ' / �� z ' " TR|M\ MECHANICAL FASTENERS ARE NOT ACCEPTABLE VESTIBULE � �'''' ' ��~� / � �' �� '. �� / '^ WITH ORAC DECORXPRO" ADHESIVE. ''•� '.� . �� I�� ' �. \ �*| '�~ SEE MANUFACTURES ASSEMBLY AND � �..• •. ,- �. . ..' --� 1 � •' '' |�� •'' '' \ \ �5 � INSTALLATION INSTRUCTIONS ��''' �/8" G.W.B. N J-5/R^ X 20 �A � � ''' ' SLATWALL PANELS (UPPER) �� ' STEEL STRAP MTD. ABOVE TOP OF DIVIDER, IF '� '' \ -' - ' ' - ' ''''\ ` ' � •• •• \ METAL STUDS �T'1 }" Ll � - |�� | � ....' �� REQUIRED, OTHERWISE ALL CLIP AND STRAP �� 1.� .� �. ^ AT u �' == � o | =- � � ' ]\ HARDWARE TO BE CONCEALED BEHIND � PAINT (p-1\ or,..., � � '• '• \ � c� �m ` � ; •'''' � �� c� � � ••'�•• « PRE-FINESHED TRIM�� ` / � �''^' ''' ' SLATWALL PANELS (UPPER) �� | � \ \ ,- c) �' ' (UPPER) �� / FROSTED ACRYLIC PANEL u_ �� ` � � � . u- cn � ''''` ` ' � ' ' [ , / c� | �� • • • �� I pp , � \ � ! ] ''''''� '. / / �� | ��J�� ! ' � ' +/^�` �m�� CONSULTANTS � � � � FROSTED ACRYLIC PANEL "' `' � |�''' L_ ■ � � .. \ ''. --^�� [''. ~�'`��! METAL TAB �TO TO TOP OF DIVIDER, FITS Project *�� / � ` �� ' ` ^ �� ! '' '' ' '� oo � c� I � `- �� p ~'�''`^ TAB ~' ~' TO TOP ~' ~''~�'`' ' '~ ," =� ��=,~�° Design '� '� ' �� LA�-UTE O|NDER PANEL � .' '' '' LAM-LITE DIVIDER PANEL � ` INTO MALE CLIP BELOW .. .. ., \ � ..... � �* '. �.` .�`/ �� ! '' '' '� PRE-FINISHED TO MATCH MT-2 � � \ � PRE FINISHED TO MATCH �T-2 �'� --- �---'��------NNYL �ALLCDVER|N� ��,� 17211 �/n" G.W.B. ON 3 5/n" X 20 | '' '' ''i \ ' ~•^ - Eagle Hollow -' - ' ' / - ' / » ' � � - ' ^ ' ----MALE CLIP �TO TO BACK OF TRIM �n Antonio, TX 78248 �� ...... \ . /,��~�� . GA METAL STUDS AT 18" SLATWALL PANELS (BOTTOM), SEE � � u�� \ SLATWALL PANELS (BOTTOM), SEE | !.� • ' -- -- - - - - - - ' ' ` /' , '•'' '' ` /` |' '^ ��- O.C, G.W.B. TO EXTEND TO SLATWALL NOTE ON DWG. A2.1 � � � SLAT�ALL NOTE ON D�� A�.1 � '' '' `` •`` 01/ � FLOOR ON BOTH SIDES OF lu � � '' '' � '•�^� • PRE-FINISH TRIM | '' '• '• � / <� | � ``' • ,' `�. '`' WALL. ATTACH TO FLOOR � �o c�� | ''� '' ' ' \ = � � '��• WITH ND 6 CONCRETE � ��'�' � '1 � 4 :�' �' �' j 4 � `` FEMALE "Z^ CLIP �TO TO SLATWALL 0 A' � \ \ � / :� ' ' � • `� �� ' , ANCHORS AND SCREWS AT ,'' �' ' '' ' A4 / � '''''''� ��c� A4 � ..:%.:' '�' SECURE TO METAL STUDS W/ DRYWALL �O" D C '•'•'•'•'•'•� `. '/ � � ` \ \ � � � I ! __-�--�- -- TOp FRA�E N0TH LED�E' :'��`' ~�� CRE�S '. . '_�.. �.\ \ ` � ---� - PREFINISHED '�/ � � � - ' - '' BOTTOM FRAME � '/~ '' ' '� BOTTOM FRAME � �` �� . ~- �'''�� '' � PRE-FINISHED `BY MFR. 7 : ^` PRE-FINISHED 'BY MFR. � ` Q '��`/ SLAT WALL ARCHITECT OF RECORD \ - - glik ` � ^' ' -~------_ / \ / -^-~- -` ''`��'-- 8" X �/�' PRE-FINISHED WOOD BASE �1 8" WOOD BASE ( ' ) � 8" WOOD BASE � | � � 8" WOOD BASE ��| A4 -- • ��'' ----_____ `/ ' � ' � • � � ` | ' -^-- � � ' -______ � i - � -/- � ' | � �LAT�ALL �UST BE ` ``` �� Yp' BDA�O � /�. TOP OF \ / � - SLATWALL�� u�/ BE � J\ � " �r �� ` ° � /d---- NOTCHED OUT, SEE SHOP v 1� �� BASE 12 \ ��-- ----- DRAWINGS - -- -- �� o � , �� - -~/L �o ''' \ | �� | ~~ ' ' ' / ' ^ � � \ ...^.~.,.......^..,.^_.',� _'.`-^..~^......^ ^' � ~~ ..� ~.~..,�...»��~�~��~~�.~~~~.~ ____ __^� ~� � ^.- . . . . .�v�. . . . � . ^ ______- _-_-�_ '' '•' ' \ \ r ^,� : �� ` \ —�� 3LA��LL ON 5/8" G.W.B. N ENLARGED �y�TT�lk� CLIP DETAIL' - ' BOTTOM| �J|V| SECTION :^ \/[-{�l-| [}| | | [� SALES ��7-|��\ ^ -\[-k/ |��| \ /` WALLS SAL-- �� ' �/�' \ 1' - 3 5/8" X 20 GA. METAL STUDS 6 -- `JL-�� | |L/|� . VL_^� | iLJLJL-L- / ^] \� | |L/ \ ^ _/L_|Y |�]| ` \� / -�� ''' -' '� ' " ' �� SCALE: 3/4"=1'-0" c� / ' .� � � AT 16" O.C. �c cn SCALE: 3/�'=1'-O" SCALE 3/�"=1'-O" ---^ - �� `~ ~' ' C2) ' ~~ uo '�' '' '' '' '' ' � � '' '' Z �j ~� �� `' .. .. .. ��. .. �. ..�. .. . . .. . . .. .' � cr _- I '� /' '�/ ' . ' '. ' '' '' '• '' '' '' '� , —'' J -- ' '' �' '' �' �''� '� � '� '\ '' '' �� .. .. . ... .... .. .. .. .. .. .�. .. � liji .. .. . . . . .. .. .. .. .. .. . .. �� s� in | A �� - -��--�--��-� LA�-UTE O|NDE� PANEL m �� L�ATTACH CON�NUOU3 T�ACK TD `` -----�-- -- zz BOTTOM OF OPEN WEB JOIST �.� --- � _�~ F|N|�HEO TO �ATCH �T-2 ��_ __ TOP OF ^� �� «` �� =c ABOVE -SEE DE� 8/A4.2 EXISTING STRUCTURE ABOVE `�'• -~- \ , S/W TRIM : �� \>+~� �� NEW 3/4" SLATWALL EXISTING 5/8" G.W.B. � � ~--� ! ~�1 ��, � ''', —�. -z ~� cz I � ' ��/ � - --- --- ATTACH FASTENERS AT -------- - ---===----====--=- `~----�� `~ ` -� � � � PANELS ` '' / ` DEMISING WALL ' � | / INSIDE OF GROOVE (TYP.) - -- -- ---- : � ° .• _ - __ _-_ _ '' PRE-FINISHED TOP . `� | � 1 :.'.:� -�--� -- --- --- ---- --- FRA�E YNTH LEDQE . ' ! ` ///////.. ��.' ,. . /W/ � � | � | ' ° ^� � '``' ` ' `'` U ' � - = ---- -- --_ � - -----�r ` --- --- �� ` ` ' ` �. � ---- ------ --' ---^' ---- ---- -- *�__ ___ ___ � | i , ----- -------- � v/ '/ ''' � �Q �2, � , ~� ------ � L --�� | '| ' c-- 4 / �~ �� ----- ~�^ —�� -- � � | � Le---4 � . " _ '�� ' ' �24' X 4� 3USPENDB] |1 �.`� ACOU��CAL �LE � �5 OEC' �|TRE CUT �H|TE PLABTC CORNE� ' || �� '`� CONTINUOUS METAL RECESSED � ---- '--- CEILING (WHITE) / � \ 24" X 24" SUSPENDED AT EACH BUTT ' TRIM /|N�Q�E CORNER ' �0 � CLIP FOR FIN ENGAGEMENT � ==� � ` ' JOINT IN BASE -----� AND OUTSIDE CORNER) || '^ '� ` � mm / 1 ACOUSTICAL TILE / '..'�� -- ' " --' '----- | , (WHITE) ------- �� - --- 1/2 O M.D.F. ---- ---- - . | CEILING �H|TE / || ' ^, � ^� ! ` / ` �� FRAME, PRE-FINISHED =======--=-- -- --------'=- --- LAM-LITE DIVIDER � " " PANEL PRE-FINISHED G.C. TO CUT 6 OFF 12' BOTTOM ^` --- ' - : � EDGE OF BASE BELOW, // - �AR�|N AT BOTTO� 3LAT�ALL `'� ----' 0" X 3/4^ WILSONART / --- _'�-~-- - TO MATCH METAL � : MITRE CUT AT CORNERS �/4�_ PANEL TO ACCOMODATE [ � -] ' 'pEARL' WOOD BASE --- CARPET . - �--- ----` TYPE MT-2 � I / I | � - --�--� -/ ' - ` [ INSTALLATION OF BASE BELOW '�` ~w--'~ c� �f^ ^' ^� �|` �� '' | ----- -== --= -^ �� STOCKROOM o � , / < , .� / ��`�/`/`��/v/ � �' � � �� _ " . �� /~� � � �� / |i1| �U iii H,; ��|�UNU�U|JUU�UU |x | |«��U Uy�UxUNUUU�j| U| 0U � `�� ---- -----' uo,�� `~/ `�^ • SLATWALL | hJ ��| -�[- ��y�[}\ --[} DETAIL ` '` '�� '�`'"`^'!�� ` '�^� ' �� '�`'' .� ��'^ j'^�~ �� ''''^' . �� '� ''. �' '�. � �� ------ -== == -==, �c� L(� --' (�� ~` � 1,' INSIDE^J|_/L- ��L/|\ \ - |\ _/L_ | ��| L_ ` �' '�� ' �� ' � '�`':' ~' ' ~'`^ - �'`''`��'� / h-) �-� I / I |~ � -- ' �m _ ______ �j ' (/� �}/ (-� ---- F� «-\ ° ' �� `-^ ' � SCALE: 3"=1'-0" �� -~ ' /�� (�� SLATWALL ~ � VESTIBULE �N�U�' ' EX|��N� CONCRETE SLAB --==. - ----' __ ___(1) LAYER SLATWALL ON �� CO .~~ �� KD STOCKROOM � | ` '5/8" V --' ---- _-~- � 5/R � VKB ON METAL �-� WHERE OCCURS ^ � --- � ' - ' ' ^ `�' ~ r-� SLATWAL 0, -\|\/ -l��[} ��[--�� | | � ^-- 3TUD3 3� 1 (-1 �_� /-�4' {j� _/| V -/ |\ L/L- | �i| L- - ----- -' ----- ----- -� � __ � ^^� � � �/ ^�_ SCALE: 3"=1'-D" ---- --- --- SEE SLATWALL NOTE - ^�^ �D� � �D �.._~�, . _ __ ___ � r\ '~^ ~^ I � / NEW �/4" SLATWALL --- -- _ SHEET A2'1 I / I \~_� __' I / | b � ' WHITE PLASTIC CORNER - F� '� I -- 0 l �� - PANELS /��.) --- -- -- ----- --- '— --- �� ~' h� I �� ` ' TRIM (INSIDE CORNER -- - --� ---- /~� . ' ['~ < / ` " `_' �`_ � �o p 45 DEG. MITRE AND OUT3|OE CORNER) �- 1 1/� � - `==� |-� 0� ^�^ (-� Fl ~= PAINT (P_1\ AT EACH EDGE OF BASE BELOW, `�_� �� (/� � ` ' BUTT MITRE CUT AT CORNERS 5/B" � VKB NEW 3/�^ SLATWALL EXISTING --- -- (� ) �� LL ~ / , � JOINT IN BASE - / / ' '�� ' -- ---- '/ �` PANELS (TYP.) --DEMISING WALL | revisions: " ----� ---'' ---- ` ^ / ----- -PRE-RN|SHEO BOTTOM � � ,� � � p ___ __ ' 5/H" G.W.B. N 3 5/n" X 20 � � «� FRAME, TYP. ' - G.W.B. ' - | ' ---- , -- ---�� , CA. METAL STUDS AT 16^ � | ^^ / __ \~� �� {lC., G.W.B. TO EXTEND TO � ! ----- /`� . ^ � '^ '�'�!'� /' '�`�••'....,':../////,��`�� ` -- - ----- -- ' --- FLOOR ON BOTH SIDES OF � | �r ,` , '\^�',� ., , ' � � ''. ` , .'. . . ^* r ////// � ~�^-��— ~�� - -- WALL. ATTACH TO FLOOR | . � } _ — � - WITH NO. 6 CONCRETE � | �� |\ �� ~� \� �� ~� TOP OF �� ANCHORS AND SCREWS AT '' '' `^ - • �� \ '- ---- �-'' - �E ~� �� JO^ O.C. . EXISTING ' y || ''^ 2" /2^ �.� ' = o« bp' DE�|��N� �ALL ' | | " v� � '` , «o ■� checked— , � SLATWALL EXTENDS �CUNO� �E-- �, --� '`'�',^''�/`!_!� ) � \ ` �- ' � /;-. || "S=-=BL' ^'" "' E" '' ' '� ` ' ' ' ' �rawnbp, �/n" � 0iB � � // END OF SLATWALL RUN -/�-� / --�� ' - 5" H. STAFF [T� O WOOD BASE � -/ - G.W.B. '/ � ` / ---- 4" WIDE END TRIM ASSEMBLY BASE - 4" VINYL BASE � . ^� '' � SECURE TO WALL */ CONSTRUCTION ADHESIVE. CAP AT EACH END OF - rn�x� d�*' ' / ' ' \~�y° �~+ O2/11 /2O1O �/41` OD NOT USE MECHANICAL FASTENERS | SLATWALL �' «, ' `�� ' ' ^�---- | /- ' `/-^� C� ~ ` ' r�, sheet no � _~�[ / �� j��' |_-F��[7�� ` � \ | | .^....�.. . .,................ .....� _�, �� ' ` ~ 0 U@i�EP',:;,-\;... :iTY TEXAS e 410 S[ C7 | J\ ^ VESTIBULE / STOCK ROOV - SLATWALL OJISI DETAIL SLATWALL T [ \ V _ [ 7A| - S A 7U A L _ [ F A| - w 3CALE: 3/4"=1'-O" SCALE: 3"=1'-O" l SCALE: 3"=1'-O" f J SCALE: 1"=1'-O" '^`��, ~1:Si aro». projeo' �� 0 F / " DOOR SC EDUL_7r 3 5/8 - DOOR DOORS FRAME DETAILS FINISHES REMARKS 0 0 NO. SIZE MATL THK. TYP. MATL HDWR HEAD JAMB SILL 5/8" G.W.B. BOTH SIDES Q (2) 3'-O" x 9'-6" 1/2" TEMP. GLASS 4 --- 5/A3 --- --- RE: NOTE BELOW NEW GLASS ENTRY DOORS CONTINUOUS BACKER ROD 3-5/8" x 18 GA. METAL 3'-O" x 7'-0" 1 5/8" A S.C. WOOD 1 METAL 2/A4.1 3/A4.1 4/A4.1 PAINT PT-2 SEE ELEVATION AND WHITE SILICONE TRACK AT DOOR HEAD o SEALANT, TYP. BOTH 3 EXISTING --- --- --- 2 --- --- --- --- PAINT PT-2 EXISTING DOOR & FRAME SIDES OF FRAME 0 3'-0" x 6'-8" BI-FOLD WOOD WOOD 11/A4.1 12/A4.1 1/A1 PAINT PT-2 lip" RAISED BRAILE SYMBOLS UNISEX SPELLING OUT 'UNISEX' 0 EXISTING --- --- --- 3 METAL --- --- --- PAINT PT-2 EXISTING DOOR AND FRAME � I I� OR IF DOOR IS PROV. BY LL. SEE `� APPROVED NOTE 13 IN DOOR AND EQUAL HARDWARE SCHEDULE NEW HOLLOW METAL DOOR, �► 8" I FRAME AND HARDWARE Q I UNISEX RESTROOM SIGNAGE o0 PLAQUE TO BE MOUNTED ON LATCW SIDE OF RESTROOM DOOR DOOR AND HARDWARE NOTES HARDWARE: STOCKROOM DOOR - SET NO. 1 D D_TAIL SIG\ AGE D E TA I CLOSURES: FURNISHED AND INSTALLED BY TENANT'S GENERAL 8. T.G.C. TO ENSURE ALL EXISTING DOORS TO REMAIN TO BE BUTT HINGES: MCKINNY #TA2714 108 4.5" x4.5" - 1 1/2 PAIR W/ SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" CONTRACTOR. DOOR CLOSURES TO BE MOUNTED ON ROOM SIDE OF IN GOOD OPERATING ORDER AND TO MEET CURRENT BUILDING ONE DOOR AND FRAME (A:.1 A4.1 DOORS. DOOR CLOSURES TO HAVE A MAXIMUM OPENING FORCE OF CODES AND ADAAG REQUIREMENTS. GENERAL CONTRACTOR TO OPERATION: BROOKLINE #34C xUS26D - BUSH PLATE AND DOOR 5 LBS (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE RESTORE DOOR AND HARDWARE TO "LIKE NEW" CONDITION. PULL W/ PLATE - 1 EA. COORDINATE WITH 4 7/8" CLOSURE SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION g, EXTERIOR HINGES TO HAVE NON-REMOVEABLE PINS. ELEVATION. ENGINEER OF RECORD / / OF 70 DEGREES, THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO KICK PLATE: TICE PLKP 6" x 34" STAINLESS STEEL - 2 EA. \' MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING 10. ALL RATED DOORS TO BE SUPPLIED WITH THRESHOLDS AND GASKETS WALL STOP: IVES #438xUS26D - 1 EA. 3 5/8" EDGE OF THE DOOR. PER SPECIFICATIONS AND CODE. # (2) 3-5/8" x 18 GA. METAL 2. T.G.C. SHALL PROVIDE KICKPLATES ON THE STOCKROOM 11. COORDINATE EXTERIOR DOOR DETAILS AND THRESHOLDS WITH CLOSER: LCN #4133H W/ HOLD-OPEN ACTION - MOUNT 1 ON STUDS AT DOOR JAMB, TYP. EACH STOCKROOM SIDE. T.G.C. TO SET HOLD OPEN 5/8"G.W.B. BOTH SIDES SIDE SIDE OF THE EXTERIOR DOOR. THE SALES/ STOCKROOM LANDLORD. ACTION DOOR KICKPLATES SHALL BE ON THE PUSH SIDE OF THE DOOR. NEW FRAME ANCHORS AT 18" 12. AT ALL SWINGING DOORS, DOORS AND FRAMES TO MATCH IN COLOR UNLESS CONTINUOUS BACKER ROD 3. T.G.C. SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE NOTED OTHERWISE. AT ALL ROLLING GRILLES, GRILLE AND GRILLE GUIDE HARDWARE: TOILET RM. DOOR - SET NO. 2 AND WHITE SILICONE O.C. MAX. (TYP) ATTACHED TO o MEETS ADAAG REQUIREMENTS. CHANNELS TO MATCH IN COLOR UNLESS NOTED OTHERWISE . LEXAN INSERTS " „ SEALANT, TYP. BOTH METAL STUD W/ 2 NO. 10 ARE REQUIRED ON ALL ROLLING GRILLE DOORS, UNLESS OTHERWISE RESTRICTED BUTT HINGES: MCKINNY #TA2714 108 4.5" x4.5" - 1 1/2 PAIR W/ LLZ SIDES OF FRAME SCREWS AT EACH ANCHOR 4. ALL DOOR HINGES TO BE STEEL BALL BEARING, FULL MORTISE TYPE. BY THE LANDLORD OR GOVERNING JURISDIC11ON. ONE DOOR AND FRAME 5. ALL METAL DOOR FRAMES TO BE PROVIDED WITH SILENCERS. OPERATION: SCHLAGE ND91 PD - RHODES - 1 EA. 1 �I� i r' RAISED BRAILE SYMBOLS SPELLING ROOM (DENT. SIGN: PLASTICS INDUSTRIES - 'TOILET' / HC - 1 EA. MOUNT NO OUT 'RESTROOMS' 6. ALL INTERIOR DOORS TO BE PROVIDED WITH COMMERCIAL GRADE 13. IF A BEST BRAND LOCK CYLINDER IS NOT PROVIDED WITH LANDLORD SUPPLIED ON STOCKROOM SIDE, BOT. AT 4'-O" A.F.F. R E S TR O O M S WALL OR FLOOR STOPS. DOORS, GRILLE OR GATE, THE TGC SHALL REPLACE THE LANDLORD PROVIDED - - - I J LOCK CYLINDER WITH A BEST COMPATIBLE CYLINDER, FURNISH & INSTALLED BY WALL STOP: IVES #438xUS26D 1 EA. RSW CONSULTANTS 7. T.G.C. TO SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND TENANT'S G.C. NEW HOLLOW METAL DOOR, PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. Project Management * Design FRAME AND HARDWARE 8" A Q HARDWARE: SERVICE DOOR - SET NO. 3 17211 Eagle Hollow ite I to San Antonio, TX 78248 UNISEX RESTROOM SIGNAGE BUTT HINGES: MCKINNY #TA2714 10B 4.5" x4.5" - 1 1/2 PAIR W/ PLAQUE TO BE MOUNTED ON LATCV ONE DOOR AND FRAME SIDE OF STOCKROOM DOOR ON OPERATION: NO HANDLE ON OUTSIDE, EXIT DEVICE ON INSIDE, SEE SALES SIDE OF WALL BELOW JAMB DETAIL - EXIT DEVICE. PANNEX no. 1210A W/ I/C CORE HOUSING AND REMOTE SCALE: 3" = 1'-O" g SIGNAGE -TAIL ALARM, MOUNTED NEAR THIS DOOR. REPLACE (3 - 4.1 EXISTING, AS REQUIRED, CONFIRM W/ CLAIRE'S PROJECT A4.1 SCALE: 3" = 1'-0" \ MANAGER. ARCHITECT OF RECORD um KICK PLATE: TICE PLKP 8" x 34" STAINLESS STEEL - 2 EA. SALES SLACK) ON PLASTIC WALL STOP: IVES #438xUS26D - 1 EA. ` , SIGN (WHITE) - (1) ONE ON x, illilk CORRIDOR SIDE ONLY X X X CLOSER: LCN #4133H W/ HOLD-OPEN ACTION - MOUNT 1 ON 6"H. BRUSHED STAINLESS A4.1 STOCKROOM SIDE VIEWER: IVES ifiU700 B4 - MOUNT AT 4'-8" A.F.F. - 1 EA. i, r STEEL BASE PLATE - FASTENED SMOKE GASKET: - � ` TO DOOR w/ CONSTRUCTION 36" x 78" PEMKO #S88D 1 EA. REPLACE EXISTING. - STOCKROOM ADHESIVE. NO MECH. FASTENERS ` ALLOWED N c ti 5 "MERCER" #230 MONO �, ; co EDGE: COLOR #101 (BLACK) NEW MANUAL GLASS DOORS - SET NO. 4 ° 1/2" TEMPERED GLASS DOORS. ALUMINUM DOOR BASE, PIVOT z HARDWARE, AND PUSH/PULL HANDLES (MIRROR-POLISHED SATIN w < W .ern uuuuuui�.� �/8„ STAINLESS FINISH). MANUALLY OPERATED KEY LOCK/CORE W/ EXTRA ' // LONG THROW BOLTS ON DOOR BASE ON MALL SIDE WITH THUMBTURNS r r'. p z w 7/8/1-,if-7/ 8" WOOD DOOR FRAME MAPI ON STORE SIDE BY BEST LOCK CORP: BEST 710 LOCKING SYSTEM. `; z / CLAIRE'S CONSTRUCTION MANAGER TO SUPPLY GENERAL CONSTRACTOR w 3 WITH CONSTRUCTION CORES. DOOR AND HARDWARE FURNISHED AND '`' X` J °o- o DOOR \- INSTALLED BY GENERAL CONTRACTOR. RE: SECT 08800. maw= c.a N = AS PART OF THE DOOR INSTALLATION, THE T.G.C. SHALL PROVIDE AND INSTALL PT-2 TWO SETS OF "DUST-PROOF" STRIKES RECESSED INTO THE FLOOR, WHERE 4 = G E SILL YTAIL UNISEX RESTROOM SIGNAGE PLAQUE TO BE MOUNTED ON /E9. 2'-0" /Q•/ THE FLUSH BOLTS ON THE BOTTOM OF EACH LEAF ARE ACTUATED TO SLIDE ,. OUTSIDE OF RESTROOM DOOR INTO THE FLOOR STRIKES. ONE SET OF STRIKES WILL BE IN THE OPEN POSITION A4.1 SCALE: 3 = 1 -0 \ AND THE OTHER SET IN THE CLOSED POSITION. THE "DUST-PROOF" STRIKES 9 SIGNAGE D=TAIL HAVE A SPRING-LOADED MECHANISM THAT PROVIDES A "CLOSURE" AT THE TOP OF THE STRIKE WHEN THE DOORS 1 SCALE: 3" = 1'-0" TYPE ARE NOT IN THAT POSITION. COORDINATE W/ DOOR VENDOR. A4. 4 6"H. BRUSHED STAINLESS STEEL 3" TYP ACCESS OPENING A4.1 BASE PLATE - FASTENED TO DOOR (SEE CHART) \ 5/8" GYPSUM •. . WALLBOARD 1 DOOR E y: /- ' A4.1 SCALE: 3/4" = 1'-0" 6• . F.R.T. BLOCKING t Li N C. ■ < 0 BI-FOLD ,/ 2'-6" L� Q ACCESS DOOR OPENING ROUGH OPENING DOOR `~`'`.►- ' 2'-4 1/2" 3'-5" 2'-4 1/2" / I`� W ACCESS OPENING FOR HATCH / '� „ " 0 ART 3/4 24 3/4" 4 1/2" (SEE CHART) INSTALLATION / / 00 z O Ni --- _ \ \ \ , I n 0• 0 n 0 R. 1-7/8" 11 +TAD - , , , I TOP OF CENTER COUNTER z _TA IL I O / A4.1 SCALE: 3" = 1'-0" I W 0 Z W awl t ID, 18" = E U I� O Cn c Q • • E \APLOYEE I- < 0 TYPES AVAILABLE: " .',.' \-- U � a_ (� 1. ACCESS PANEL IN HORIZONTAL WALL : 18" DOOR - DROP-IN DOOR SIDE o o ID " 36" WIDE X 18" LONG H.C. ACCESSIBLE _ ^. 2. ACCESS PANEL IN VERTICAL WALL : 18" DOOR - CONCEALED-HINGE DOOR .:y 5/8" GYPSUM o _ _ o *co x ° 22 3/8" II ROLL-OUT SHELF (RETRACTABLE) WALLBOARD - - ° 0 o / I ATTACHED TO CEVER COUNTER FRONT H C@ SIZES AVAILABLE :''E �': ° ° d' o ° I� PANEL, SHELF TOP AT 34" A.F.F. METAL STUDS AT ;,:•. _ 9 12" OPENING STUD FRAMING BY 16" O.C. (20 GA. ° o e ID 12" OPENING OWNER TYPICAL) ;••�� -� e o ID N 18" OPENING FASTENERS BY _ `-F.R.T. BLOCKING o o SHELVES MOUNTED IN THE ° ID ro 24" OPENING OWNER `y ° 0 0 0 0 0 0 0 0 o BACK OF THE CENTER PORTION ° ° I 30" OPENING _ ,- �� ° ° I CUSTOVER ►�- :o2ednoibri/2oi" " �� OF THE CASHWRAP COUNTER °12 X 36 OPENING .- ` ,, ` J ARE REMOVABLE FOR ° , ° o I �'�,18" X 36" OPENING LEG-SPACE, IF REQUIRED BY SIDE �� c� "by° /� I �Q STAFF �� \ BUILDING CODES � X21 BI-FOLD v� �'`"� DOOR E .' �i I (1��1'�' --�` ,,vERA 1 0 ACCESS DOOR PANEL FRAME TAPE & FILL 2"14 1'-9 1/2" 1 1/4" WIRE WAY ACCESS' ` :;_ 3" WIDE BY OWNER FRONT ELEVATIOI\ SECTION THRU SHELF -,P," (io - 12 JAMB DETAIL ° ACCESS ATCH �ETAI STUD WALL CASH WR AP COU \ TER ELEVATI O\ AND S_CTI O \ `SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1" = 1'-O" P�A4.1 A4.1 (6:-. /1 HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE No. 47-A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY, OR CONCRETE. HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP TYPICAL WALL SECTION NOTES: THE FULL STRENGTH OF THE HANGERS. LOWER END OF FLAT HANGERS 1. ALL METAL STUDS TO BE CEMCO I.C.B.O. #3403-P 3 5/8" X 20 GAUGE AT 2. ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS EXISTING DECK SHALL BE BOLTED WITH 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY 16" O.C. THROUGHOUT STORE AND 3 5/8" X 20 GAUGE AT 16" O.C. AT AND I.C.B.O. # TO BE STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. STOREFRONT UNLESS NOTED OTHERWISE. ALLOWABLE UNBRACED HEIGHT AS EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING DEPARTMENT. PER CHART BELOW. .• -•••' ' • ' • UNBRACED HEIGHT 3. ALL GYP. WALL BOARD TO BE 5/8" TYPE "X" THROUGHOUT. ATTACH WITH 1" TYPE NOTE: ALL RECESSED CEILING LIGHT FIXTURES AND 2' x 2' HVAC AIR REGISTERS 2' X 2' HVAC AIR REGISTER METAL STUD SIZE MAXIMUM S DRYWALL SCREWS 12" O.C. VERTICALLY AT STUDS AND 8" O.C. AROUND SHALL BE SUPPORTED BY A MINIMUM OF TWO (2) HANGERS AT OPPOSITE 5/8" X 25 GA. 11'-3" PERIMETER. CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 3 5/8" X 20 GA. 14'-0" s.- 1 -s H.V.A.C. REGISTERS WT. 20 LBS. 3 5/8" X 16 GA. 17'-O" MOUNT CONNECT 2 NO. 12 GA. 6" X 25 GA. 16'-0" FIXTURE SUPPORT WIRE AT DIAGONAL 6" X 20 GA. 21'-0" BOTTOM OF 4 CORNERS OF EACH FIXTURE. THREE 6" X 16 GA. 25'-0" PULL WRAPS MINIMUM. FIXTURE : I STRUCTURE NO. 8 GA. LATERAL SUPPORT WIRE SUPPORT iMRE SUPPORTED AND i WITHIN 3" OF EACH CORNER OF - HUNG BY T-BAR CONNECTION MAX. i . CROSS TEES. SPLAY WIRES AS ° FIXTURE WT. 55 LBS. �k SHOWN AND FASTEN TO FACE OF fi0 , \ d ROOF PURLIN OR BEAM WITH 16d MAX \ TABLE N0, 2 RING SHANK NAIL. MIN. OF 3 WIRE ° '---- ALLOWABLE SPACING FOR 1" LONG FASTENERS, INCHES MAIN RUNNER TABLE N0. 1 " TURNS EACH CONNECTION POINT. 45 � TRACK \ iii) WIRE SUPPORTS BY ACOUSTICAL 45° \ PARTITION MINIMUM SIZE OF THE BRACING MEMBER 3-5/8 x 20 GA. NO. 18 GAUGE NO. 20 GAUGE NO. 22 GAUGE NO. 24 GAUGE NO. 26 GAUGE 1 DIAGONAL KICKER 0 48" CEILING CONTRACTOR. HEIGHT LOAD NORMAL TO WALL SURFACE (psf)) MAXIMUM SPACING OF THE BRACE O.C. f' CROSS TEES (FT.) i \ — 5 10 15 5 10 15 5 10 15 5 10 15 5 10 15 WALL HEIGHT 6'-O" 8'-0" ENGINEER OF RECORD ■ RECESSED CAN FIXTURE 6 42 42 42 42 42 42 42 42 33 42 37 24 42 23 15 UP TO 10 12 GA WMRE 12 GA WIRE r * _ BOT_OF 8 42 42 34 42 42 31 42 37 25 42 27 18 34 17 11 12' 10 GA WIRE 10 GA WIRE BRACE 10 42 41 27 42 38 25 42 30 , 20 42 22 14 27 13 9 14' 10 GA WIRE 25 GA STUD i B 12 42 34 22 42 31 21 42 25 16 37 18 12 23 11 7.5 16' 10 GA WIRE 25 GA STUD 21 14 31 15 10 19 9.5 6.5 (4) #10 SCREWS 14 42 29 19 42 27 18 42 2 9 *USE WITH 20 GA HEAD RUNNER. 42 25 17 42 23 15 37 18 12 27 13 9 17 8.5 5.5 i 7 1 CD LIC — T FIXTURE SPPORT DIAGRAM „ .A4.2 Z SCALE: NO SCALE 2 WALL A \ CHORALE TABLES E Q or ctLi ! o A4.2 SCALE: NO SCALE cn EXISTING DEMISING WALL i 5/8" TYPE "X" G.W.B. ON zo Wi I 20 GA. METAL STUDS AT DRILL 5/32" HOLE NOTE: 1 16" O.C, UL #U-465 Q AND INSTALL 1/8" INSTALL BOLT TO SECURE ONE SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT RSA CONSULTANTS BOLT AND TUBE TO THE OTHER. TUBES BE CONNECTED TO ANY OF LANDLORD MECHANICAL, w LOCKING NUT. SHALL LAP ONE ANOTHER AT LEAST ELECTRICAL, PLUMBING OR FIRE PROTECTION. N 4" IN FULLY EXTENDED POSITION. 90? 4 5. A4.2 1 17211 Eagle Hollow CONCRETE SLAB/4 EMT TIGHT TO STRUCTURE , ' qk ABOVE. SEE MAX. HEIGHT FINISH SCHEDULE BELOW. LEVER • FLOOR 2'-6" TO e ` I 3'-6" SEE DOOR SCHEDULE 12 ga. VERT. HANGER WIRE CLEAR 'N `�� 1 TURN CEILING GRID LEVEL 9 I PRIOR TO SETTING TUBE. DOORS-f DO .� ARCHITECT OF RECORD 4 I 14 • I Z a ENTRANCES. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE ENTRANCE SIGNS: 5 WALL S=C TI O\ - DEFINED AS m REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DE ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY `� d. o "...ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDEST- A4 2 SCALE: 1"=1'-0" ,�� PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT A RIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." REVOLVING +► 45? DOORS CAN NOT BE USED AS A REQUIRED ENTRANCE FOR THE HANDICAPPED. LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING —Tr —IT /INRUNNE FIT RFERENCE WI TH WHEELCHAIR TRAFFIC. PEDESTRIAN WAYS.SLOT END OF TUBE TO INTE OVER MAIN RUNNER DOOR WIDTHS AND HEIGHTS. REQUIRED EXIT DOORWAYS ARE DOOR CLOSERS: N 0 REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 lbs. rn ELECTRICAL METALLIC TUBING (EMT} ONLY HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE FOR INTERIOR DOORS, 8.5 lbs. FOR EXTERIOR DOORS, AND 15 lbs. FOR REQUIRED `cJ ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, FIRE DOORS. Z cc R SIZE (DIAMETER) L (MAX. HEIGHT) INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. vi Q EE 1/2" 4'-O" DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. ALTHOUGH A TRACK BRIDGING ;; _ ,_ Q,._ 3/4" 5'-2" SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO ° w 1" 6'-6" REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO THESE AREAS WOULD ` 1" /i/ {< cn IL, 0 1 1/4" 8'-6" ALSO HAVE TO HAVE A 32 INCH CLEAR OPENING. HARDWARE. HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED .\ TYP. r016. 0.c. i `' o 1 1/2" 9'-10" TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCK- ' o la- NOTE: COMPRESSION STRUT REQUIRED AT n / ING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL ~ - - - - U C o •t EACH SEISMIC RESTRAINT AT �\ ' ' 12'-O" o.c. EACH WAY, OR EVERY 3-1/2" 20'-0" HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY 144 S.F. OF CEILING AREA NINA.: 0 , THRESHOLDS. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED SCREW ATTACHMENT z FASTENER ATTACHMENT REQUIRE ENGINEERING CALCULATIONS. HIGH, BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPEN- o A 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS ING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AT �P' w a TO OWJ TYP. 1/4" INCH. DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. 45' STUD KICKER BRACE o SCREW ATTACHMENT SUSPENDED CEILING NOTES P. 1 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE CLOSERS. THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED i 1 EACH SIDE NOTE: TIE TWO ADJACENT WALL TO CEILING (ALL HANGERS TO BE #8 GALV. WIRE 0 2'-O" O.C. IF CEILING SYSTEMS ARE NOT OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. NESTED STUD MAIN AND CROSS RUNNERS BLOCKING DEFLECTION TRACK CONNECTED TO PARTITIONS NEED OF KEY. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE. THE REF. SCHEDULE 2 A4.2 PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT SCREW ATTACHEMENT l 0 O o A. PROVIDE LATERAL SUPPORT WITH NO.12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES TO BLOCKING i 0 ��' Q Q - NON-LOAD BEARING STUD o x¢ 90 DEGREES APART. CONNECT AT MAIN RUNNER WITH 2-0 OF C WITH FIRST NNER OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REF. SCHEDULE 2/A4.2 AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM 0 90? 90? 0 PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12'-O" O.C. WITH FIRST 3. ALL HARDWARE TO BE LEVER TYPE PER TITLE 24. REQUIREMENTS. POINT 4'-0" FROM EACH WALL. I W o B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND 3 O O R — A R ID W A R E \ OTI-S Li o CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALL WITH CLEARANCE BETWEEN p SCALE: NO SCALE SECTION A-A Q z N WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER A4.2 S O 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO AV / D 0 < 0 0 CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. ,�, \'`-1' Al) W 8" AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM 4I _' I , ,� LO 0 0 0 0 �"- RUNNERS WITH SCREWS OR BOLTS. \ s`�. 0 m C. FINISH AS PER 'LANS �.,, ;? Z 8" 3 8 . AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY AND SECTIONS • 8 L. l is�ilf!(!`r k `E.. �+ ` P O -'r'- BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS LIGHTING FIXTURES: , , - -, '‘? ....i 4 O 4'-0" 12'-0" O.C. _ 3/8" MIN. CLEAR FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLASTS AND REQUIRED MOUNTING TOP CHORD OF OPEN METAL STUD F MING , I!*viVF-.12,,S,•1`. y?.k..i,_'.%,�;,`\; �' (� MAX. CROSS RUNNER OR HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND WEB JOIST (TYP.) REFER TO NOTE AND <PLAN MAIN RUNNER FINISHES. ALL FLOURESCENT FIXTURES MOUNTED IN T BAR CEILINGS TO BE ALVANS FOR SIZ , GAUGE, L1J ( ) LiJ = _1 INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY. INSTALLATIONS AND SPACING E— IN FIRE-RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. MIN. NO. 12 GAUGE i= f = 0 < " \ / 3 5/8" OR 6" (SEE #8 SCREWS EA; SIDE OF E— 0 < 0 v./-- D. CONTRACTOR TO PROVIDE COMPRESSION STRUT ® 12-0 O.C. .s -s- PLANS) CEMO 25 GA. STUD TO TRAC (TYP.) (� �- 45? 6" '` TRACK (TYP.) UNLESS • rOVi910t• E. ALL SUSPENDED DUCTWORK AND EQUIPMENT SHALL MAINTAIN A MINIMUM 6 CLEARANCE /' NOTED OTHERWISE OWJ FROM ALL CEILING SPLAY WMRES. --- I.C.B.O. # ER-3403-P 03/03/2010 .., 8" 4'-0" O.C. 5/8" TYPE 'X' GYP. F. SHOW WIRE TIES BETWEEN ALL PERIMETER CEILING SPLINES THAT EXTEND TO WALLS TO (.s` LANDLORD FINAL _ MAX. B.D. CEILING OF SPLINES ON TWO PERPENDICULAR WALLS (IN EACH ROOM). y 4 WIRES SHALL BE ATTACHED * REVIEW COMMENTS MA PREVENT SPREADING 0 { ) -� TO SUSPENSION MEMBERS i Oil 111111111101111 ® 03/25/2010 = 3/8" MIN. CLEAR--1 THE OPPOSITE ENDS OF SPLINES WILL BE RIVETED TO THE EDGE CHANNEL M _ y WMTH A MINIMUM OF THREE TURNS DOB COMMENTS cp ON THE OPPOSITE WALLS. zo � FASTENER ATTACHMENT CONCRETE SLAT. z w G. SEE ATTACHED CUT SHEETS OF CEILING RECESSED LIGHT FIXTURES, SHOWING HOW THE TWO-WAY SPLAY WIRES C� 4'-0" O.C. FLOOR w °a 1 1 ® 24 o.c. checked by: �' LIGHT FIXTURES ARE POSITIVELY ATTACHED TO THE SUSPENDED CEILING GRID SYSTEM. _ INISH• -j CREW ATTACHMENT Cn 4 d 4 _ aQ• • ' d Q• 4 , Z � EACH SIDE *awn _ ° . a .177 nIA. HILT1 '+�WDER DEFLECTION TRACK STAFF•`L . • • • ° • :a 4. ; a • . I e ACTUATED FAS NER w/ I REF. SCHEDULE 2/A4.2 ,�{a 1 ° $ a d • 3/4' EMBEDME T AT 24" 02/11/2010 . ..a ® • • ' • • NON-LOAD BEARING STUD • • . • O.C. ICBO #ER ■ 88 REF. SCHEDULE 2/A4.2 sheet no ELEVATION — = TAIL 4 FLOOR TRACK DETAIL 6 CO SJSPE \ �E� CEILI \ G �IAGRA � S ATTAC M _�1T aE N \ ECTION DETAILS A412 I SCALE: NO SCALE SCALE: 3"=1'-0" A4.2 SCALE: NO SCALE ( 2- 4 2 SCALE: NO SCALE A4.2 A4.2 arch project= A (E) METAL 'SHIM OR BLOCK DECK ... — TIGHT TO PREVENT BRIDGE FROM MOVING ..,-=-. 1, .,..,„...., ......,---,- .. i 3x3x12GA. CLIP (E) OWJ w/ (3) #10 SCREWS - 'N■-.„.„. -WIRE HANGER SECTION A-A w/ (3) WRAPS MIN. 362S162-43 BRIDGE SPANNING BETWEEN -1 A JOISTS + + + ENGINEER OF RECORD ---------IZ:2?::7v-7ZZ:r— r, ,,...._,.., #10 SCREW / / _____,-3x3x12GA. CLIP EACH END w/ (3) #10 SCREWS (TO LOCK BRIDGE INTO \ A \ PLACE) ._.------" N SPLAY OR HANGER WIRE (E) OWJ w/ (3) WRAPS MIN. Hr— L!"i NOTE: DO NOT DAMAGE EXISTING JOIST. 1/V1 RS1Y CONSULTANTS GRAVITY WIRES ON BOTH SIDES Project Management * Design AND SPLAY WIRES ON ONE SIDE 1721 1 Eagle Hollow TI-150 AND WITH MIN. TYP. San Antonio, TX 78248 SPACING REF. TI-100 ARCHITECT OF RECORD ,-'1W pj) GYP. BOARD SUSPENSION FRAMING (il T-BEAMS OR CHANNELS \ l SYSTEM () REF. TI-100 i . .... ' IN•••■•■•.-:':.:::.::-.i..'::!:::.z.'s.:::', `,1::::".:::*:::.s.:fi.e.:::...i*::':.:.::::).:;.:::: cNI ____---- zw . GYP. 8" MAX, semsons vi. BOARD / / ACT -.. v5.7-tjt W ACT SUSPENSION 1,.. 1: cn • — < „,,- Lu m FRAMING ' ce cp Li_ SYSTEM '',-:-:'' REF. 11-150 sessamo UCNIZ , 1 CO \ \ ECTIO \ DETAILS A4.3 SCALE: N.T.S. LL.1 z < 0 11) D 0 < rr) LO (I) (-_ 0 00 0 M Z ,....; L.....) H- 0 L.} Z Z < Li C..) - ____I 1-1-1 ch 1 1— C.) 0 (f) ch < 1---- 0 ..°< n° Pji Cl) revisions * A 03/25/2010 DOB COMMENTS , * ' ,,, - -----/ * i , --",” c-) / en i,-, checked by l'...; C..." / 4.) J I NI MY/1::/. P OWE R 0 (--) drawn by: -- -.1 . . STAFF )-- . ...--3 UN'VE'Pcl.:.; : ,'''Tr:Xi's S • date: . 02/11/2010 sheet nco A4. 3 arch.project: I. t , 0 (�.--- - --- -- ---- -- --- --- -- ---- --- -- --- -...- --- ----- .._--- -- ----ail _._ --- GRAPHIC - 1 FRAMES CC 1 O oFX 8C : :: EE IX FX 80 CC \Mr V (FX8.0) G 1 06)0 -- ....,,� FRAMES HANING E (Fx_8o) // \\ /\ / Ak V/ r - I ENGINEER OF RECORD � 1F X- S.0A 9 - . I E ; \ 4 /� \ 5 - \ C�r C O R R I D O R - \ � / HANGING--�� __ __ __ ___ ___ 0 X-9.0>r `-' ) 1 c:ij I FX-3.0 1----) % F -3.0 \ FX-8.0 FRAMES (,MARQUEE 1 1 L____ J � 6 -9.0` ( ) L J V 4X-8.0 FX-8.0 ' `/i 10 _ (FX-10.1)C -100A) - L- KF -9O) 1. ( 8 _ @5_1 1 GRAPHIC j RS! CONSULTANTS J i 6 ) \�+� - FRAMES O F.D. _ == 0 0 - - - - -- J I r Project Management '� Design - .... ( 7 ) _ L 17211 Eagle Hollow C 13 > San Antonio, TX 78248 ct 0 .it 0 K 14 flXTJRI/F R \ I S \ GS PLA\ ARCHITECT OF RECORD SCALE: 1/4" = 1'-0" 0 flXLRi/HP \ 5 - \ C5 PAN \ 0115: ,i cy) O FIXTURES SHOWN FOR INTENT OF DESIGN ONLY. T.G.C. TO COORDINATE WITH OWNER 6. 12"X 36" X 3/4" F.R.T. PLYWOOD ( 3 ) SHELF WITH SURFACE MOUNTED Z c2, (c) FOR EXACT PLACEMENT OF FIXTURES. A.D.A. CLEARANCES SHALL BE MAINTAINED. SLOTTED WALL STANDARDS SHELF BRACKETS AND HOLD CLIPS SUPPLIED BY (..3 o J Z CL T.G.C., INSTALLED BY T.G.C. BOT. SHELF AT 4'-8" A.F.F. PAINT SHELF PT-2. ' "J - V) 1. CASH WRAP - COORDINATE WITH ELECTRIC SUPPLY. T.G.C. TO COORDINATE w ELECTRIC WORK AND FIELD CUTTING (IF REQUIRED) WITH CASH WRAP 7. MOUNT TWO HOOKS INTO F.R.T. BLOCKING AT 12" 0.0. BOT. OF HOOKS o z U, SUPPLIERS. SEE CASH WRAP WIRING DIAGRAM ON El AT 6'-0" A.F.F. THE ACTUAL MOUNTING LOCATION IN PLAN, HOOK MOUNTING �' (' w lc HEIGHT AND CONFIGURATION SHALL BE COORDINATED WITH THE STORE (1) . 2. FOR LOOSE FIXTURE DESIGNATIONS, SEE FIXTURE SCHEDULE. MANAGER, PRIOR TO INSTALLATION BY G.C. COORDINATE INSTALLATION OF o BLOCKING W/ LOCATION OF HOOKS. Q d° o 3. SECURE ALL F1.1, 1.2 AND 1.3 PERIMETER WALL FIXTURES TO THE SLATWALL. ` ' CD N = COORDINATE LOCATION WITH STORE DESIGN. 8. T.G.C. TO SECURE A 12"X 48"X 3/4" SECTION OF F.R.T. PLYWOOD TO THE WALL BEHIND EACH SHELF 6" DOWN FROM THE TOP OF THE SHELF FOR 4. FIRE EXTINGUISHER LOCATION, RETAIL AREA - MOUNT AS DIRECTED BY FIRE ATTACHMENT TO WALL. ATTACH F.R.T. PLYWOOD TO METAL STUDS WITHIN WALL MARSHAL. AT FOUR LOCATIONS MINIMUM. ATTACH SHELF TO BLOCKING W/ SCREWS AND 5. T.G.C. TO SECURE A 12"X 18" X 3/4" SECTION OF F.R.T. PLYWOOD TO THE BRACKETS AT FOUR LOCATIONS MINIMUM. WALL BEHIND LOCKER, 6" DOWN FROM TOP OF LOCKER FOR ATTACHMENT TO WALL. ATTACH F.R.T. PLYWOOD TO METAL STUDS WITHIN WALL AT FOUR LOCATIONS, MIN. ATTACH LOCKER TO BLOCKING W/ SCREWS AT FOUR LOCATIONS. I- X J - /H \ S \ CS SC - D _ - ITEM NO. DESCRIPTION / SIZE COUNT SUPPLIED INSTALLED COLOR / REMARKS illa BY BY FX-1.0 NESTED TABLES FIXTURE ( ROUND ) 1 T. T.G.0 --------- - --------- FX-2.0 NESTED TABLES FIXTURE ( REC ) = T. T.G.C. Z FX-3.0 SUNGLASSES FIXTURE 2 < Q FX-3.1 SMALL PANEL FIXTURE 4 T. T.G.0 Ln �) 0 < FX-4.0 SALES TABLE - T. T.G.C. INn O I L. FX-5.0A CLAIRE'S PROTOTYPE CASHWRAP 1 T. T.G.0 CY_ FX-6.0 BACKWRAP - T. T.G.C. CO 0 nn FX-7.0 COUNTER SPINNERS - T. T.G.0 Z FX-8.0 FIXED SQUARE TOWER 7 T. T.G.C. FX-9.0 EARRING TREE 5 T. T.G.0 /, ( V FX-10.0A CLAIRE'S PROTOTYPE EAR PIERCING STATION 1 T. T.G.C. _ ' , �-------------- FX-10.1 EAR PIERCING CHAIR 1 T. T.G.C. 11 I -I I I I FX-11.0 PRECIOUS METAL FIXTURE - T. T.G.C. I 1- U FX-12.0 REAL BODY JEWELRY FIXTURE 1 T. T.G.C. 0 (/) Q - - - - - - - -- - - - I 0 < ° °-- HANGING MARQUEE FRAMES 2 T. T.G.C. Up S 0_ (l) 1 COAT HOOKS BRACKET ( 1 T.G.C. T.G.C. "BOBRICK" #B-232 x 24" - - - -- # - - - - revisions: 2 SCANNER BRACKETS ON CASHWRAP 1 T. T.G.C. ( 1 PAIR BRACKETS ) SEE CASHWRAP ELEVATION DETAIL ON DWG. El 3 FIRE EXTINGUISHER 2 T.G.C. T.G.C. COORDINATE LOCATION W/ LOCAL OFFICIAL ---- --- - ----------- ------------------- -- - - -- - - --- 4 STEREO SHELF 1 T. T.G.C. 5 EMPLOYEE LOCKER 1 T. T.G.C. SEE NOTE NO. 5 6 COAT HOOK WITH BUMPER 1 T.G.C. T.G.C. SEE SHEET SP2, DIV. 10800 7 PAPER TOWEL ROLL HOLDER 1 T.G.C. T.G.C. MOUNTING HEIGHT - BOT. AT 40" A.F.F. ------------- 8 SUPPLY SHELVES 1 T.G.C. T.G.C. SEE NOTE NO. 6 11 9 STEREO RECEIVER 1 T. T.G.C. WIRES PROVIDED W/ SPEAKERS p " checked by 10 LADDER HOOKS 2 T.G.C. T.G.C. "CRAWFORD" #SS11-50 ( 2 PER LADDER ), SEE NOTE 7 ��, ,,- !0 �'?�, 11 SECURITY DOME w/ L.E.D. LIGHT 1 T. T.G.C. THE L..E.D. LIGHT IS BATTERY POWERED ( NO ELECTRICAL HOOK-UP REQUIRED.) , y drawn by: STAFF 12 SECURITY CAMERA (FAUX) 1 T. T.G.C. WALL MOUNTED (NO ELECTRICAL HOOK-UP REQUIRED.) /kV ,, ----- » » » --- -- -- -- ---- --- ----- - --- '+l',II•.,^ r ,:,,.._�;C` L 1 date 13 OPEN WIRE GRID SHELVES 2 T. T.G.C. 48 x 15 x 7'-0 H. SHELF UNIT, 5 SHELVES/ UNIT; SEE NOTE 8 � `�If'"''ii "' L_ ' 02/11/2010 14 BOTTLED WATER DISPENSER 1 T. T.G.C. WHERE REQUIRED BY CODE U ,,, ,._r,t-.. ,".i..,,, .l.._, ��5 sheet no J F 1 arch. project: 00700 GENERAL CONDITIONS: GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE F. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE 08210 WOOD DOORS: PART 2 - PREPARATION / EXECUTION AS INDICATED IN THE AID DOCUMENT #A201 "GENERAL CONDITIONS OF THE CONTRACT SUPPLIER, ACCORDING TO THE TERMS AND CONDITIONS IMPOSED BY THE MALL LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL ALL INTERIOR WOOD DOORS SHALL BE SOLID LUMBER CORE (COORDINATE WITH DOOR A. AT TIME OF COMPLETION DELIVER TWO PACKAGES OF ACOUSTICAL PANELS TO FOR CONSTRUCTION" 1987 EDITION. DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL PROCEDURES. SCHEDULE) FLUSH CONSTRUCTION, OF THE DIMENSIONS SHOWN, AND SHALL MEET OR THE TENANT OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. CONTRACTOR. EXCEED THE ANSI/NWSA INDUSTRY STANDARD I.S./SERIES AND AWI QUALITY STANDARD 00800 SUPPLEMENTARY CONDITIONS: GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED 3. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FOR ARCHITECTURAL FLUSH DOORS. B. COMPLY WITH ASTM C 635 FOR INTERMEDIATE - DUTY CLASS SYSTEM. SIZE 00810 MODIFICATIONS TO GENERAL CONDITIONS: ITEMS THAT TENANT SUPPLIES AND GENERAL CONTRACTOR INSTALLS. HE WILL OBTAIN FORMS OF WARNING AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN PUTTING THEMSELVES IN THE WAY OF INJURY. DOORSKIN FOR PAINTED AND VINYL COVERED SURFACES SHALL BE OF PAINT GRADE. BE GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE-STRETCHED, ARTICLE 4 HIS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT OVERALL THICKNESS OF DOORSKIN SHALL BE 1/8" AND SHOULD BE BELT SANDED FOR 12 GA MINIMUM. 4.4.1 ADD THE FOLLOWING: UTILITIES SHALL INCLUDE A JOB TELEPHONE TO BE SHORTAGE/DAMAGED GOODS POLICY INCLUDED IN BID INSTRUCTIONS FROM TENANT. 4. MECHANICAL, ELECTRICAL, AND PLUMBING PAINT FINISH. FINAL SANDING BY FIELD FINISHER. WHEN REQUIRED BY CODE, FIRE C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING INSTALLED WITHIN FIVE (5) WORKING DAYS AFTER COMMENCEMENT OF THE WORK, DOORS SHOULD HAVE THE REQUIRED FIRE RATING. REGULATIONS, FIRE-RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY COORDINATE WITH TENANT UTILITY MANAGER 0 (954) 433.3435. 0710 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES: A. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND STANDARDS APPLICABLE TO THE WORK. EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE THOSETO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. WOOD FRAMES: 4.10.1 ADD THE FOLLOWING: CONTRACTOR SHALL SUPPLY CLAIRE'S WITH A COMPLETE PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS WORK, SO THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS LIST OF ALL SUB-CONTRACTORS INVOLVED WITH THE WORK, (NAME, ADDRESS AND HAVE BEEN INSTALLED AS REQUIRED FOR PROPER HANGING OF CORRESPONDING DOORS. THAN 6" FROM EACH END AND SPACE 4'-0" ALONG EACH CARRYING TELEPHONE NUMBER)WITH SECOND APPLICATION FOR PAYMENT . SEND TWO COPIES TO CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, NOT LESS ALIGN AND FIT THE DOORS IN THE FRAMES WITH THE FOLLOWING UNIFORM CLEARANCES THE HOME OFFICE, EGULATIONS, ANTI-POLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, CHANNEL OR DIRECT-HUNG RUNNER. SECURE WIRE HANGERS BY LOOPING Al AI ILNTION STORE PLANNING. HVAC AND H.W. HEATER INFORMATION B. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUT AND CAP OR PLUG TO AND BEVELS. TRIM STILES AND RAILS ONLY TO THE EXTENT PERMITTED BY LABELING MUST BE NOTED. REFER TO TENANT FORM. MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT PREVENT ESCAPE OF GAS, LIQUID, ETC.. BEHIND THE BACK OF THE FINISH AGENCY. AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE-SCREWS, EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIAL. OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. . 01010 SUMMARY OF WORK: DEBRIS FROM JOBSITE, ON A DAILY BASIS. FOR NON-RATED DOORS, PROVIDE CLEARANCES OF 1/8" LING AREA AND AT WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO T 8" AT JAMBS AND HEADS, AND E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING HE CONTRACT, GENERAL / CONDITIONS, SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE PROTECTION C. REPAIR, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH 1/8" FROM THE BOTTOM OF THE DOOR TO THE TOP OF THE FINISH OR COVERING. LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. : DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. OCCURS AS A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL BE TO CSI, THE ARCHITECT OR THE LANDLORD. THESE LANDLORD. THESE F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION FREE OF DAMAGE AT THE TIME OF ACCEPTANCE BY THE TENANT. REPAIRSSHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION FOR FIRE-RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE-RATED EDGES CONCEALED BY SUPPORT OF SUSPENSION ,MEMBERS, SCRIBE AND CUT WITH OTHER WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. COMPLETION: AND SHALLCOORDINATED WITH LANDLORD AND LANDLORD'S ROOFING FRAMES IN ACCORDANCE WITH REQUIREMENTS OF NFPA NO. 80 PANELS TO FIT ACCURATELY AT BORDERS AND PENETRATIONS. STORE TO BE READY FOR OCCUPANCY - ALL SURFACES CLEAN. CONTRACTOR. CONTRACTOR RESPONSIBILITY: EXISTING DOORS: G. INSTALL HOLD-DOWN CLIPS IF REQUIRED BY CODE. GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, 01700 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES WHEN EXISTING DOOR IS TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT AND UTILITIES REQUIRED 03010 CONCRETE: 3/8" FROM EXISTING FLOOR TO PROVIDE FOR DOOR CLEARANCE IF OVER NEW CARPET. H. GWB CEILINGS AND SOFFITS TO BE GIVEN A FLAT AND SMOOTH FINISH TO FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PART 1 - GENERAL WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH ACCEPT PAINT FINISH. REFER TO SECTION 09250 "GYPSUM BOARD SYSTEMS". PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN A. FINAL CLEANING AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE CONCRETE 08341 OVERHEAD ROLLING GRILLES & SIDE FOLDING: ENGINEER OF RECORD AN EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT 1. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLAB GRILLES: 09200 FRESCO PLASTER: TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORD'S STORE FRONT GRILLE(S) WILL BE SUPPLIED BY TENANT AND INSTALLED BY THE GRILLE UTILITY MANAGER 0 (954) 433.3435. B. ADJUSTING DIRECTIONS AND SPECIFIATIONS. CONTRACTOR. GRILLES ARE TO BE SELF-SUPPORTING BUT ARE ATTACHED TO THE PART 1 GENERAL 1. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE MALL STRUCTURE ABOVE FOR LATERAL SUPPORT ONLY. GENERAL CONTRACTOR IS TO 1.01 SUMMARY TURN-OVER. 03015 FLOOR SLAB MODIFICATIONS: COORDINATE THESE CONNECTIONS WITH APPLICABLE LANDLORD CRITERIA AND/OR C. SPARE PARTS AND MAINTENANCE PRODUCTS GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE APPROVALS. A. SECTION INCLUDES: FRESCO PLASTER CONSTRUCTION, INCLUDING THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR GENERAL CONTRACTOR IS TO ACCURATELY A. OUT" THE STOREFRONT(S) FOR THE SUBSTRATES AND TWO COAT FRESCO PLASTER APPLICATION. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, 1. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS GRILLE CONTRACTOR, SHOWING GRILLE EEYTERLINES) AND SUPPORT LOCATIONS. NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK, AND AS APPLICABLE AT SMOOTH AND UNHINDERED OPERATION. FOR GRILLE SUPPORT. B. RELATED SECTIONS: Q-I THE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S D. OPERATION AND MAINTENANCE DATA ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS REQUIRED BY LOCAL AUTHORITIES AND/OR LANDLORD. 1. SUBMIT DATA BOUND IN 8-1/2x11 INCH TEXT PAGES, THREE D OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S RELEASE HANDLE COMPONENTS TO BE INSTALLED IN TENANTS' STOREFRONT BEHIND 1.PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL CLOSURE LINE IN COMPLIANCE WITH GRILLE MANUFACTURER'S SPECIFICATIONS AND 2. METAL FRAMING FRAMING 60110 REGULATORY AGENCIES: SPECIFICATION SECTIONS. REQUIREMENTS. CONSTRUCTION DOCUMENTS. 2. METAL FRAMING 09110 WMT 3. GYPSUM DRYWALL 09250 1W 1 ALL WORK PERFORMED SHALL BE IN ACCORDANCE H ALL APPLICABLE CODES, 2. PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION AND 4. PAINTING 09900 REGULATIONS AND ORDINANCES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE MAINTENANCE INSTRUCTIONS" 05010 STRUCTURAL METALS: 08710 DOOR HARDWARE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. SIDE RING BINDER WITH DURABLE PLASTIC COVERS. THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, 1.02 SUBMITTALS RSA CONSULTANTS SUPPORTS AND FRAMING REQUIRED FOR ALL STORE FRONT WORK SHALL BE THE SOLE PART 1 - GENERAL REFERENCE STANDARDS: E. WARRANTIES AND BONDS RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. Management * Design COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, 1. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY A. PRODUCT DATA: SIX COPIES OF MANUFACTURE'S CATALOG INFORMATION. Project 9 9 A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND B. SAMPLES: THREE COLOR AND TEXTURE SAMPLES, 12"x12". AWI, NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. DOCUMENTS FROM SUB-CONTRACTORS, SUPPLIERS, AND 06100 ROUGH CARPENTRY: MANUFACTURERS. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE EXTERIOR DOORS AND ROLLING GRILLES. 17211 nagle Hollow RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD REQUREMENTS. B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND 1.03 QUALITY ASSURANCE San Antonio, TX 78248 QUALITY ASSURANCE: PART 2 - PREPARATION / EXECUTION MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT FIELD. A. INSTALLER/APPLICATOR: TO ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED A. FINAL CLEANING PARTICLE BOARD SHALL BE UL CLASS 1 FIRE-RATED, SANDED AND PREPARED TO C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND ' COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR 1. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO RECEIVE PLASTIC LAMINATE OR PAINTED METAL LAMINATE. GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE) 1. AUTHORIZED AND TRAINED BY THE MANUFACTURER OF THE FRESCO PLASTER WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. SYSTEM. AT THE CONTRACTOR'S EXPENSE. SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, WOOD FRAMING MEMBERS SHALL BE NO. 1 LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR D. FURNISH OV►�IER WITH MAINTENANCE DATA, MAINTENANCE VACUUM CARPETED AND SOFT SURFACES. BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS. PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. 2. EMPLOY AND USE JOURNEYMEN MASTER PLASTERERS TRAINED IN FRESCO PLASTER APPLICATION AND WITH MINIMUM OF THREE YEARS EXPERIENCE IN THE CONTRACTOR ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION PLYWOOD SHALL BE GRADE B-D DOUGLAS FIR, SANDED AND PREPARED YO RECEIVE E. FINISHES: PER HARDWARE SCHEDULE THE CRAFTING OF PLASTERING. ARCHITECT OF RECORD SATISFACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE PLASTIC LAMINATE, METAL LAMINIATE OR PAINT. PLYWOOD BACKING PANELS FOR F. KEYING ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE AND MATERIAL BEING CLEANED. MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT 3. REQUIRED INSTALLER: : CONDITIONS OF INSTALLATION AND EXPECTED USE. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND TREATED PLYWOOD WITH GRADE DESIGNATION, APA C-D PLUGGED INT. NOT LESS THAN 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER a. NASS FRESCO FINISHES FIRE-RATED CONSTRUCTION: CONSTRUCTION FACILITIES FROM THE SITE. 3/4" THICK. KEYING WITH CONSTRUCTION MANAGER. 200 OPATRNY DRIVE GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES FOX RIVER GROVE, IL 60012 WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED FOR PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS 2. DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT PHONE 847-639-1484 ' CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES 02050 DEMOLITION: RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL END OF JOB PRIOR TO AND REPLACE FAX PHONE 8 7-639-15 {` J 'f{ WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE RESISTANCE INDEX" FOR THE UL ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. DEVICES. G.PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT "'%' MUST BE CONSIDERED PART OF THIS CONTRACT AND SHOULD BE EXECUTED IN SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON B. TEST COLOR AND TEXTURE SAMPLES TO ASSURE QUALITY OF MOVEMENT rn ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. AND DURABILITY. TEST BY BENDING SAMPLE TO A 30 DEGREE ANGLE WITHOUT 5 • 01010 SHORT / fAMAGED FRFInHT• REQUIREMENTS. ACCESSORIES, FIXTURES, AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. CRACKING THE FRESCO PLASTER. C° INIDCATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO PART 2 - PREPARATION / EXECUTION s' < -I FREIGHT: REMAIN BUT THE ARCHITECT DOES NOT CERTIFY THAT ALL DEMOLITION WORK IS z tx o -' 1. BEFORE SIGNING THE FREIGHT BILL, INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED C. MOCK UP: - VC SPECIFICALLY THE ITEM(S) DAMAGED OR BE INSPECTED BY THE GENERAL CONTRACTOR TO DETERMINE IF ANY OF THESE ITEMS 06400 ARCHITECTURAL WOODWORK: SECTIONS INVOLVING FABRICATION OF WALL r , 1r E 5 Vz MISSING i.e., ONE LIGHT FIXTURE, TWO PIECES OF SLATWALL, ETC. FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED 1. FABRICATE A MOCK UP PANEL AT THE PROJECT SITE OR SUBMIT A HARDBOARD CAN BE REUSED. AT THE END OF CONSTRUCTION, 'THE EXISTING WALLS, AREAS, ETC., o z cn 2. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S SHOULD BE LIKE-NEW CONSTRUCTION. COMPLY WITH PREMIUM GRADE WORK AS DESCRIBED IN "ARCHITECTURAL WOODWORK ITEMS. MOCK UP TO SHOW AESTHETIC EFFECTS OF APPLICATION, AS WELL AS QUALITY OF , v w ALL DEMOLISHED WORK SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY STANDARDS" B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK MATERIAL, CREATION, AND WORKMANSHIP. SIZE OF MOCK UP PANEL TO BE cn • z DRIVER ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF QUALITY STANDARDS PUBLISHED BY THE ARCHITECTURAL WOODWORD INSTITUTE. AND DIMENSIONS ARE AS INDICATED. DETERMINED ON A PER JOB BASIS. . {' I DAMAGE OR SHORT ITEMS. DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALL a TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S 2. OBTAIN ARCHITECTS APPROVAL OF MOCK UP BEFORE STARTING � N = 3. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. DEMOLITION PLAN NOTES. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH IN ORDER TO RECEIVE PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE TO PERMIT A MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING INSTRUCTIONS. INSTALLATION OF THE FRESCO PLASTER SYSTEM. FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE 1. SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS IS TO BE NOTED. WORK AS INDICATED ON THE DRAWINGS AS SPECIFIED AND AS NECESSARY TO E. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR 1.04 DELIVERY, STORAGE AND HANDLING COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, A. STORE FRESCO PLASTER BASE COAT AND FINISH COAT INSIDE AT ROOM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING 4. PHONE THE TRAFFIC DEPARTMENT IN HOFFMAN ESTATES, MITCH TODA (847) 765-4610, TEMPERATURE. PROTECT AGAINST DAMAGE FROM WEATHER, SUN, OR FREEZING. ( ) A. PROTECTION OF EXISTING WORK TO REMAIN. FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING AND ADVISE EXTENT OF DAMAGE OR SHORTNESS AND TO RECEIVE DISPOSITION SURFACES. ANCHOR WOODWORK TO ANCHORS, OR BLOCKING BUILT-IN, OR DIRECTLY OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN INSTRUCTIONS. B. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON ATTACHED TO SUBSTRATE. SECURE WITH CONCEALED FASTENERS. ACCORDANCE WITH FACTORY STANDARDS. 1.05 PROJECT CONDITIONS 5. SEND A COPY OF THE FREIGHT BILL AND A COPY OF THE ORDER PROVIDED AT START THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. ( ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR A. DO NOT INSTALL FRESCO PLASTER UNTIL BUILDING IS HEATED. OF CONSTRUCTION) ALONG WITH ANY OTHER INFORMATIN REQUESTED BY MITCH TO C. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. FINISH PAINTING AS PER DETAILS AND SCHEDULES. CLAIRE'S BOUTIQUES, INC., 2400 WEST CENTRAL RD., HOFFMAN ESTATES, IL 60195. 08800 GLASS AND GLAZING: PART 2 PRODUCTS D. REMOVAL AND CAPPING OF MECHANICAL AND ELECTRICAL PROVIDE GLASS AND GLAZING AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED 2.01 SPECIFIED MANUFACTURER 6. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS SO FIXTURES AND SERVICES. 06410 HARDWARE: EQUAL PRODUCTS BY OTHER MANUFACTURERS. COMPLY WITH RECOMMENDATIONS OF THAT, IF NECESSARY, THE ITEM(S) CAN BE REORDERED. HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL" AND "SEALANT A. SPECIFIED MANUFACTURER: E. DEBRIS REMOVAL AND DISPOSAL. MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE NASS FRESCO FINISHES- FORMERLY THE DESIGNER'S TOUCH UNLOADING FIXUTRES: F. REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING 200 OPATRNY DRIVE LLI INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. PRODUCT INDICATED. FOX RIVER GROVE, IL 60012 MATERIALS WITH THE EXCEPTION OF ITEMS FROM OUR DISTRIBUTION CENTER IN BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED PROVIDE GLASS DOORS AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PHONE 847-639-1484 Z HOFFMAN ESTATES. FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING PRODUCTS BY OTHER MANUFACTURERS. DOORS SHALL BE HGP STYLE "P" FULL WIDTH FAX 847-639-1485 <C O BEEN MADE. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED BOTTOM AND TOP RAILS. DOORS SHALL BE FACTORY ASSEMBLED AND PREPARED TO D 0 Q Lo PROTECTION OF MATERIALS / FURNITURE ON SITE: TRADES FOR COORDINATION OF THEIR WORK. ACCOMMODATE PUSH-PULLS AND LOCK CYLINDERS INSTALLED BY G.C. PUSH-PULLS 2.02 MATERIALS CI W V")G.C. IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL G. REMOVAL OF ANY EXISTING STOREFRONT, INCLUDING OVERHEAD SHALL BE HGP STYLE HB-1, 10" OR APPROVED EQUAL. ALL GLASS DOOR HARDWARE (J') 0 AFTER DELIVERY TO JOB SITE. G.C. WILL BE BACKCHARGED FOR DAMAGES ROLL-UP GRILLE. 07900 SEALANT: FINISHES SHALL BE HGP #335 BLACK ANODIZED OR APPROVED EQUAL A. FRESCO PLASTER SYSTEMS: TWO COAT SYSTEM CONSISTING OF A BASE m AND MISSING ITEMS. COAT FOR FOUNDATION AND STRENGTH AND A FINISH COAT FOR VARIEGATION 00 z 01500 EXISTING CONDITIONS: 2. GENERAL REQUIREMENTS PART 1 - GENERAL WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING AND TEXTURE. GENERAL CONTRACTOR IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS A. THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND JURISDICTION, PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH ANSI Z97.1. 0 0 fl O AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR " INCLUDES: Z TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. REMOVING OF ALL STRUCTURAL ELEMENTS. JOINTS BETWEEN DISSIMILAR MATERIALS. MIRROR SHALL COMPLY WITH F.S. DD-G-471C,TYPE 1, CLASS 1, QUALITY Q2, 1/4 Q THICK. PROVIDE SILVERING, COPPER BACKING AND PROTECTIVE COATING CONFORMING 1. FRESCO PLASTER BASE COAT 1. SILICONE SEALANTS TYPES : ASTM C920 SINGLE COMPONENT, W ° _I LLl ' EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK (TYPE TO F.S. DD-M.411. 2. FRESCO PLASTER FINISH COAT � WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY NON-SAGGING, NON-STAINING, NON-BLEEDING; FOR USE AS 3. UNITED STATES GYPSUM KEENES CEMENT O 7 I F-- UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE 4. UNITED STATES GYPSUM PORTLAND CEMENT 0 Q OF THE WORK HAVE BEEN CORRECTED. PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MANUFACTURER BY GE SILICONES OR EQUAL. AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER. 5. BENJAMIN MOORE COLORANT 1(i)---- Q 0 a. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM � �- � CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND CONTINGENCY ALLOWANCES. ROD. ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED. 2.03 MIXES raft/Wong SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE C. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED A. BASE COAT: MIX PROPORTIONS OF FRESCO PLASTER BASE COAT MATERIAL, SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. PERSONNEL. DEMOLITION AND REMOVAL OF ITS ITEMS SCAFFOLD HIGH OR PART 2 - PREPARATION / EXECUTION CEMENT PLASTER, AND COLORANT AS REQUIRED TO ACHIEVE INTEGRALLY HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR COLORED SUBSTRATE. 01510 TEMPORARY PROTECTION: (BARRICADE) DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT ( ) IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY IMPAIR ADHESION OF SEALANT. 09120 G.W.B. CEILING SUSPENSION SYSTEMS: B. FINISH COAT: MIX PROPORTIONS OF FRESCO PLASTER FINISH COAT, CEMENT . GENERAL CONTRACTOR IS RESPONSIBLE FOR THE ERECTION OF TEMPORARY PROTECTION BE CONNECTED WITH IT. PART 1 - GENERAL PLASTER, AND A COLORANT AS REQUIRED TO ACHIEVE INTEGRALLY COLORED OF THE CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD REQUIREMENTS AND B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S FRESCO PLASTER SURFACE. LOCAL FIRE CODES. THE CONTRACTOR SHALL PAINT THE STORE LOGO ON THE INSTRUCTIONS. A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION BARRICADE WALL USING GRAPHIC DRAWINGS FURNISHED BY TENANT. G.C. TO D. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING GRID, AS SHOWN ON THE DRAWINGS. decked by COORDINATE GRAPHICS AND PAINT COLORS WITH LANDLORD TENANT COORDINATOR. AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION 2.04 SYSTEM THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING , ` /7 FROM DAMAGE OR DISFIGURATION. PLAN SHEET AND RESPONSIBILITY SCHEDULE. A. SEAMLESS WITHOUT PA I ILRN, UNBROKEN ARRAY OF COLOR TONES IN A FRESCO PA r' f/ draw"b' 01610 PRODUCT HANDLING: JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED STAFF DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT INSTRUCTIONS. WHERE REQUIRED BY CODES, CEILING ASSEMBLIES ARE TO CONFORM WITH B. WASHABLE, DURABLE FINISH j da 02/11/2010 METERIALS FROM CORROSION AND DAMAGE. STORE IN A DRY VENTILATED SPACE OFF UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR FIRE RATED ASSEMBLIES. C. FLEXIBLE FINISH TO WITHSTAND CRACKING. \ \W THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT E. G.C. TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT E. INSTALL JOINT BACKING. _ �, sheet nog NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISES AND COMPLY . ,�� fi - �'� SUPPLIED MATERIAL VENDORS. WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION R N TR TIN SCHEDULES. PRA FULLY TO THE END THAT F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION '"`�" ��Vry�� '"�'`2 � A P-3 SP1 ND/0 CO S UC 0 SC EDULES COOPERATE TE TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT ' `' ''� I;`�'m � ,� CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL CANNOT BE APPLIED W111-IIN THESE TEMPERATURE RANGES. IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF Y`, k. NEW WORK. y arch.project 09250 GYPSUM DRYWALL SYSTEMS: 09300 CERAMIC TILE 09511 ACOUSTICAL LAY-IN CEILING: FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH END OF DIVISION PART 1 - GENERAL SECTION 1-PRODUCTS PROVIDE ACOUSTICAL LAY-IN CEILING AS SHOWN AND SPECIFIED THEREIN. AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH. A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH 1.1 PORCELAIN TILE SHALL BE OF STANDARD GRADE QUALITY AS MANUFACTURED BY WHERE CEILINGS ARE REQUIRED TO COMPLY WITH A FIRE HAZARD CLASSIFICATION FOR PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, CROSSVILLE CERAMICS OF TENNESSEE, AND SHALL CONFORM TO REQUIREMENTS OF FLAMESPREAD AND SMOKE DEVELOPMENT, PROVIDE TILES WHICH HAVE BEEN TESTED, CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE DIVISION 012000 - FURNISHINGS PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ANSI A137.1-1988 RATED AND LABELED BY UL FOR THE REQUIRED RATINGS. PROVIDE TILES AND WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK 1. SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. SUSPENSION SYSTEM MEETING THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION OF THIS SECTION AND LEAVE WORK IN A CLEAN, ACCEPTABLE CONDITION. BY GENERAL CONTRACTOR. TYPE: PORCELAIN TILE SHALL BE CROSS-SHEEN [UPS] ASSOCIATION 901 AND ASTM C 635, AS APPLICABLE. B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS NOTED ON SHEET A1.0 (CONSTRUCTION PLAN). RESTROOMS TO RECEIVE MOISTURE SIZE: PORCELAIN TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER PROVIDE FACTORY FINISHED UNITS OF THE COMPOSITION, PATTERN, FINISHES, SIZES, DRYWALL: END OF DIVISION RESISTANT GYPSUM BOARD. FIRING AND SHALL BE NOMINAL 12x12"x5/16" THICKNESS AND END PROFILES AS INDICATED IN THE PLANS AND THIS SPECIFICATION. PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS THICKNESS: PORCELAIN TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS OF ACRYLIC LATEX, "REGAL WALL SATIN" (FLAT). RECOMMENDATIONS. AFTER FIRING AND SHALL BE NOMINAL 8.0 MM ACOUSTICAL CEILING SYSTEMS SHALL BE EQUAL TO THAT MANUFACTURED BY WOODWORK: DIVISION 015000 - MECHANICAL . D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE COLOR: PORCELAIN TILE SHALL BE FURNISHED IN VS 13 TRAVERTINO ARMSTRONG WORLD INDUSTRIES, AS INDICATED ON THE FINISH SCHEDULE. PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) 1. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING COATS OF "REGAL AQUAGLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES TRIM: ACCORDING TO AVAILABILITY, PROVIDE MATCHING TRIM SHAPES SUCH RUNNER, CROSS RUNNERS AND EDGE MOLDINGS: EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE CALLED FOR USE MULTIPLE COATS TO PRODUCE GLASS-SMOOTH SURFACE FILM AS BULLNOSE CORNERS, COVE BASE AND BORDERS WHEN SPECIFIED IT WILL BE A DIRECT-HUNG INTERMEDIATE-DUTY SUSPENSION SYSTEM WITH EXPOSED OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORM TO NEW DESIGN. THE ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE-FINISH ALUMINUM. MOLDINGS FOR SUPPORT AT EDGES OF CEILING, AT WALLS AND COLUMNS, WITH A DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. E. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO SINGLE FLANGE OF MOLDING EXPOSED. PROVIDE UNIFORM FACTORY APPLIED FINISH ON METAL WORK: REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. DRAWINGS PREFORATED TAPE. ANSI A118. SERIES OR A136.1992 TYPE 1. EXPOSED SURFACE. COLOR TO MATCH CEILING TILE. PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S 1.3 GROUTING MATERIALS: SELECT GROUT PER ANSI A118.3, A118.5, A118.6 OR A118.8- ADEQUATE PRIMER AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING INSURANCE AGENCY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE 1992. POLYBLEND NON-SANDED GROUT. COLOR #185 NEW TAUPE. SUSPENSION SYSTEM: COLOR. PAINT INTERIOR SURFACES 0.11 DUCTS WHERE VISIBLE THROUGH REGISTERS OR AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, HANGER WIRE: GALVANIZED CARBON STEEL WIRE, ASTM A 641, SOFT TEMPER, GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. 1.4 WATERPROOFING/ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10-1993 AS PRE-STRETCHED, CLASS 1 COATING. NOT LESS THAN 12 GAUGE. THAT HAVE BEEN SHOP-PRIMED. ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING IS LOCATED. REQUIRED. ALL COST FOR REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND ENGINEER OF RECORD TILES: METAL DOORS: CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. STUDS AND FRAMING: 1.5 GROUT SEALER: CUSTOMS TILELAB OR EQUAL. RIGID BOARD OF MINERAL FIBER WET-FELTED WITH STANDARD DENSITY PANELS, ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM C-645, FABRICATED OF MINIMUM 10 LBS. PER CU. FT. PATTERN SIMILAR TO ARMSTRONG WORLD INDUSTRIES, PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN 1 1/4" OF THE SIZES SECTION 2-INSTALLATION INC. "FISSURED", 24" X 24" X 5/8", MANUFACTURER'S STANDARD WASHABLE WHITE OF SATIN FINISH ENAMEL AS SCHEDULED. AND GAUGES SHOWN. PAINTED FINISH. ALL 24" X 24" TILE SHALL HAVE TEGULAR EDGE, UNLESS NOTED END OF DIVISION 2.1 ACCEPTABILITY OF SURFACES PLASTER: OTHERWISE ON REFLECTED CEILING PLAN. PRIME PLASTER SURFACES WITH AN APPROVED ALKALI-RESISTANT PRIMER AND APPLY METAL FURRING CHANNELS: HAT SHAPED, 7/8" HIGH, 25 GAUGE GALVANIZED. A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW: TWO (2) COATS OF ACRYLIC LATEX (FLAT) AS SCHEDULED. BACKER PLATES: 20 GAUGE GALVANIZED. 09650 RESILIENT FLOORING AND BASE: DIVISION 016000 - ELECTRICAL WALLS FLOORS 09985 SLATWALL: 1. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. LIZ I HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH PROVIDE TILE UNITS OF THE COLOR, SIZE AND MANUFACTURER SHOWN. PRIOR TO MATERIAL PROVIDED BY CLAIRE'S. CONTRACTOR TO PLACE ORDER WITH PROJECT ASTM C-754. 1/8" IN 8' 1/8" IN 10' LAYING FLOORING, SUBFLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND MANAGER AT CLAIRE'S BOUTIQUES. INSTALL SO GROOVES RUN HORIZONTALLY. OR OR DEPRESSIONS FILLED. USE THE PRIMER AND ADHESIVE RECOMMENDED BY THE VERTICAL JOINTS TO BE CONTINUOUS AS SHOWN ON ELEVATIONS. BUTT JOINT MITER HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER 34" IN 8' X" IN 10' MANUFACTURER. BUTT FLOORING TIGHTLY TO VERTICAL SURFACE, THRESHOLDS AND CORNERS. DO NOT CAULK BUTT JOINTS. DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR (DEPENDING ON SUBSTRATE) (DEPENDING ON SUBSTRATE) EDGINGS. END OF DIVISION ` W/ CEILING HANGERS. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO INSTALL SW-2 IN STOCK ROOM AFTER SALES AREA HAS BEEN COMPLETED. . NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE SECURE BASES TO BASE WITH COLOR,'ADHESI ADHESIVE MANUFACTURER SHOWN. RST CONSULTANTS FURRING ANCHORAGE'S: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S REQUIREMENTS. MANUFACTURER, WITH TIGHT JOINTS, KEEPING TOP AND BOTTOM EDGES IN FIRM STANDARD WIRE-TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH ASTM CONTACT WITH ADJACENT SURFACES. INSTALL THEM IN AS LONG LENGTHS AS INSTALLATION: Project Management * Design C-754. B. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, ADHESIVE AND TRIM HEAD DRY WALL SCREWS. PLACE SCREWS GREASE, WAX, DIRT, DUST, FORM RELEASES OR OTHER SUBSTANCES THAT PRACTICAL. GENERAL CONTRACTOR WILL SUPPLY AND INSTALL TILE GUARD STRIP. FASTEN WITH PANEL ADHESI,� EVERY 4TH GROOVE AND 16" O.C. INTO METAL STUDS. PAINT SCREW HEADS TO MATCH 17211 Eagle Hollow METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "S" OR S-12, PAN HEAD. WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS GROOVE COLOR. INSTALL STRIP INSERTS. San Antonio, TX 78248 INSTALLED BY THE THIN-SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 10430 ILLUMINATED SIGNS AND CEILING ELEMENTS: ADHESIVES: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. 99680 CARPET: 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR TRIM ACCESSORIES: AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLED UNTIL WET TRADES ARE COMPLETE IN THE SAME AREA. SUB-FLOOR SHALL COORDINATE INSTALLATION TO ASSURE PROPER COMPLIANCE WITH CONSTRUCTION PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED AND PROTRUDING DOCUMENTS AND LANDLORD CRITERIA. SHOWN SPECIFIED, FABRICATED FROM GALVANIZED STEEL, AND OF THE FOLLOWING FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED. TYPE: APPROPRIATE SIZE TROWEL, COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE 10440 INTERIOR SIGNAGE: OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR THE MORTAR RI DGES. OBTAIN AS NEAR AS 100 % COVERAGE AS POSSIBLE OF MORTAR TO TILE. AFTER INSTALLATION OF CARPET, GENERAL CONTRACTOR SHALL PROTECT CARPETING SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR AS PER MANUFACTURER'S RI AGAINST DAMAGE OF EVERY KIND AND ESPECTIALLY IN THOSE ZONES WHERE TRAFFIC INSTRUCTIONS. REFER TO DRAWINGS FOR TYPE AND LOCATION. ARCHITECT OF RECORD PROVIDE DRYWALL MOULDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNER BEAD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED AND CORNERS AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO OCCUR. TILES TO ASSURE PROPER BOND COVERAGE CONSISTENT WITH INDUSTRY 10800 TOILET ACCESSORIES: 1�` '?` KNURLED FLANGES. CONCEAL FLANGES WITH AT LEAST 2 COATS OF JOINT COMPOUND Y{ . " SPECIFICATIONS. PROVIDE PRODUCTS AS SHOWN. FURNISH INSERTS AND ANCHORING DEVICES FOR THE ,$ <, FEATHERED OUT APPROXIMATELY 9" ON BOTH SIDES OF THE EXPOSED METAL. >, , TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONCEALED 2.3 GROUT JOINT WIDTH = 1/8". 09900 PAINTING: FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE 2.4 EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL FASTENERS FINISHED TO MATCH THE ACCESSORIES. r< ,s OPAQUE OR NATURAL, PRIME, INTERMEDIATE OR FINISH COATS OF FIELD APPLIED EDGE SEMI-FINISHING CASING BEAD (NO JOINT COMPOUND TREATMENT NECESSARY). PER CURRENT TCA DETAIL EJ171. PREFABRICATED EXPANSION JOINT STRIPS CAN COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE SCHEDULES: ,,'.,.;, ALSO BE USED WHEN SUITABLE. APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL THE FOLLOWING ITEMS ARE BASED UPON PRODUCTS MANUFACTURED BY BOBRICK EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS MAY INC.ASHROOM EQUIPMENT,TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS APPROXIMATELY FOUR 2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND BEING APPLIED. ,, '- COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF BE SUBSTITUTED WITH TENANT'S APPROVAL. co (4) INCHES WIDE. THIS IS TO BE IN THE NORMAL THREE-COAT PROCESS, ALLOWING PROVIDE TOP-OF-THE-LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE i GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE AND %', :,,. . > < J 24 HOURS DRYING TIME BETWEEN COATS. ALL NAILS, SCREWS, HEADS OR DIMPLES RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. FOLLOWING MANUFACTURERS: ALL DESCRIPTIONS BASED ON SHERWMN-WILLIAMS: ITEM MANUFACTURER MTG. HEIGHT z oo J gwassom SHALL ALSO RECEIVE A THREE-COAT FINISH USING THE SAME MATERIAL AND MANNER TOILET TISSUE HOLDER BOBRICK #B-685 BOT. AT 19" A.F.F. J v' AS THAT FOR THE JOINTS. 2.6 CLEANING AND PROTECTION BENJAMIN MOORE, PPG INDUSTRIES, COAT HOOK & BUMPER BOBRICK #8-212 BOT AT 72" A.F.F. jk`, w < SHERWIN-WILLIAMS, PRATT & LAMBERT, j,SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE GLIDDEN, NAPCO, BUTE 24" X 36" BOBRICK #B-293-2436 BOT. AT 40" A.F.F. o z A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED ' ° W WALL FINISH. VERIFY THAT THE EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND OR OTHERWISE DEFECTIVE TILE WORK. MIRROR (TILT-FRAMED) z SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED. <'i w • B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR SOAP DISPENSER BOBRICK #X-XXX BOT. AT 36" A.F.F. o u_ GYPSUM BOARD: ~ ` OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING v N o suassaini 5/8" THICK UNLESS NOTED OTHERWISE. OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND GRAB BARS TO MEET CODE REQUIREMENTS OR GYPSUM BOARD �► FRESCO FINISH: BELOW ENTRY SOFFIT THREE (3) DAYS AFTER GROUTING. ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS HARDWARE, BOBRICK #B-6106 X 36" ( ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. BOBRICK #B-6106 X 48" HEIGHT ): 5/8" GP "TOUGHROCK" OR REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. UNISEX/HANDICAP MOHAWK #200A BOT. AT 48" A.F.F. 5/8" USG "FIBERROCK" TOILET ROOM SIGN FORMAT D ASTM C36, TAPERED EDGES. PROVIDE "TYPE X" (FIRE RETARDANT) WHERE SHOWN AND C. TENANT WILL PROVIDE CERAMIC TILES. GENERAL CONTRACTOR SHALL UNCRATE AND 60"AT DEMISING WALLS. INSPECT ALL TILES FOR COLOR VARIATION AND SHALL INSTALL TO ACHIEVE EVEN PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME, GREASE, COAT HOOK BOBRICK #B-212 BOT. AT 60 A.F.F. GRADATION OF COLOR SHOULD RANGE VARY. DO NOT USE TILE UNITS WITH CHIPS, DIRT, CHALK, DUST, LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE PAPER TOWEL HOLDER RUBBERMAID #X-XXX CENTER AT 48" A.F.F. WATER RESISTANT GYPSUM BOARD (GREENBOARD) ASTM C-630 TYPE "W". PROVIDE CRACKS, VOIDS, STAINS OR OTHER DEFECTS WHICH MAY BE VISIBLE IN THE FINISHED WMTH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY FOR WET WALLS IN TOILETS. USE "DURLOCK" BEHIND ALL CERAMIC TILE AND MARBLE WORK. BETWEEN EACH SUCCEEDING COAT OF PAINT. MISCELLANEOUS NOTES: ON WALLS. 1. THE RECEIPT AND USE OF THESE DOCUMENTS CONSTITUTES AGREEMENT THAT EXISTING D. LEAVE FINISHED INSTALLATION CLEAN AND FREE OF DEFECTIVE TILES AND ANY PROJECT CONDITIONS, INCLUDING THE PRESENCE OF ASBESTOS OR ASBESTOS GYPSUM DRYWALL SYSTEMS / TRIM ACCESSORIES: FOREIGN MATERIAL. CONTAINING MATERIALS, ARE AND REMAIN ISSUES OUTSIDE THE SCOPE ADDRESSED BY THESE DOCUMENTS AND THAT THE ARCHITECT PREPARING THESE DOCUMENTS SHALL REVEALS AT FRESCO FINISH COLOR TRANSITION / ACCEPTABLE MATERIALS: E. ALL UNUSED TILE SHALL BE REPACKED, BOXED AND LABELED THEN LEFT IN NOT, IN ANY WAY, BE LIABLE FOR THE PRESENCE, DISCOVERY, REMOVAL OR HANDLING FRY REGLET DRMV 25 - 1/4" x 1/4" 'V' MOULDING STOCKROOM. OF SUCH MATERIALS. OR, 2. ANY WORK NOTED ON DRAWINGS AS BY TENANT SHALL BE THE RESPONSIBILTY OF THE TRIM-TEX 093V - HIDEAWAY EXPANSION MARBLE AND/OR TILE INSTALLATION ON WALLS: CONTRACTED GENERAL CONTRACTOR. W AS REQUIRED, IF SHOWN ON PLANS. REVEALS AT LANDLORD SEPARATION: AS REQUIRED BY LANDLORD AND SHOWN ON DRAWINGS. MARBLE AND/OR TILE SHALL BE INSTALLED AS PER TILE COUNCIL OF AMERICA'S 3. THESE SPECIFICATIONS MAY INCLUDE SECTIONS WHICH ARE NOT INCLUDED IN THE << 0 < METHOD OF INSTALLATION W244-90. CONTRACTOR TO PROVIDE A GLASS MESH SCOPE OF WORK. REINFORCED MORTAR TYPE CEMENT BACKING WALLBOARD. "DUROCK" AS LC) 0 W V-) MANUFACTURED BY UNITED STATES GYPSUM OR APPROVED EQUAL. THIS WALLBOARD U) O 0 SHALL BE SECURELY ATTACHED TO METAL STUDS AS PER MANUFACTURER'S END OF DIVISION L0 0 CID REQUIREMENTS. MARBLE/TILE SHALL BE ADHERED TO WALL BOARD WITH LATEX 00 7- PORTLAND CEMENT AS PER ANSI 118.6 AND A108.10. CONTRACTOR TO "BACK BUTTER" ,...,* - ■ ALL TILES PRIOR TO INSTALLATION. DIVISION 011000 - EQUIPMENT F- 0 USE THE ADEQUATE MATERIALS FOR THIN SETTING TILES ON THE WALLS AND SOFFITS, SPREAD SOLID WITH NOTCHED TROWEL. GROUT AS INDICATED IN FINISH SCHEDULE. 011001 - EQUIPMENT CD Z Q W ACCURATELY FORM INTERSECTIONS AND RETURNS, CAREFULLY CUT EDGES OF TILES W __J ABUTTING TRIM AND POLISH ALL EXPOSED EDGES. LAY TILE IN GRID PATTERN, ALIGN PART 1 - GENERAL 1 7 = (- JOINTS ON ALL SURFACES. A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND 0 Q PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE E-- U < 0 O ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF (f) CL (f) EQUIPMENT. 09390 CEMENTITIOUS FIBER BOARD B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING r° 0 1/2" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED BUILDING CODES AND LOCAL CODES. EQUAL FRAMING MEMBERS SHOULD BE STRAIGHT, TRUE, INIFORM DIMENSIONS AND C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH DUROCK IS UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE DOCUMENTS. PANEL TO BE FLECKED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. JOINT REINFORCEMENT: PART 2 - PREPARATION / EXECUTION DUROCK TYPE "P" TAPE. A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL : j checked by. ^ CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. � l ty B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY \ r WO ,e, drawn by SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. FASTENERS: OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. 1, ,.- W C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL (.1 JIMMY 1='r ' f ,S r date METAL STUDS MUST BE 20 GA. OR HEAVIER 0 NO MORE THAN 16" O.C.. USE 1 1/4" HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL L"' U,' ? 02/11/2010 S-12 FLAT WASHER HEAD SCREWS WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH. WORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST. °-p '" ' ' ' 0 l.,i C' I E r S CiTY Y TEXAS e sheet no ALL SCREWS MAY BE PLACED A MAX. OF 8" APART. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED T , OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. ,<, Y,0 F Okl-\''' ,,..., arch project cc °o WI 0 ICING 46 45 W GENERAL cia FIRE SPRINKLER NOTES Washington Square Portland, Oregon 4 m I. CONTRACTOR SHALL PROVIDE DRAWINGS AND HYDRAULIC 1012SQUARE FEET CALCULATIONS OF THE ENTIRE SYSTEM SIGNED AND ----- '�" Z e• CONDITIONS SEALED BY THE FIRE SPRINKLER ENGINEER OF RECORD ASHRAE DESIGN CONDI_ ___ w �cn (SPRINKLER CONTRACTOR ENGINEER). COOLING OA DB 90 COOLING OA WB 67 0.4 r COOLING IA DB 75 COOLING IA WB 63 2. THE ENTIRE SPACE SHALL BE FIRE SPRI NKLERED IN HEATING OA 27 HEATING IA 68 - - - - - - - - r,_j„_ _, ,,_, �., Z F-X tr" ACCORDANCE WITH NFPA, LOCAL AND STATE BUILDING _ �- - - - -'_+ - - - -'_� '�-'� - - - -F+ - - - - Z 1••co* ROOF U-FACTOR 0.100 LTS-RECESSED 2578 T -'II' CODES AND BUILDING OWNER'S INSURANCE UNDERWRITERS. LIGHT DIVERS** 1.1 %LTS-RECESSED 70 I I Z~ d ' {S LTS-SURFACE 1176 SQ FT/PERSON 1005 I I W-1 i-z°�y 3. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL ft = co s!' FIRE MAINS AND SPRINKLER HEADS WITH OTHER TRADES. %LTS-SURFACE 100 NO OF PEOPLE 13 O 1 T - T T o I O W^`r WALL AREA 0 WALL U-FACTOR 0.20 1 SDI 5L�I 1 OD 4. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH %ROOF TO SPACE 70 Q 1.1 ° I e 300 ( 0 I z n 300 n z 1T 2 Z Z 4 PEOPLE SENS HEAT 250 PEOPLE LATENT 250 Z Z OTHER TRADES AND FIELD CONDITIONS. w�� __�___ QL I I ih =a-- 5. A FIRE SPRINKLER SYSTEM MAY EXIST IN THE SPACE. COOLING LOAD SUMMARY p EO I`--I 0 ® ' O∎0 CONTRACTOR SHALL REUSE, RE-WORK OR ADD TO THE - ------ ______ _-__ _____--- 1 a, EXISTING SYSTEM AS NECESSARY TO COORDINATE WITH NEW SENSIBLE HEAT GAIN LATENT HEAT GAIN U I RG-1 REFLECTED CEILING PLAN AND NOTE 2. 120 PEOPLE 3373 PEOPLE _ 3373 T� �\ TI b. SPRINKLER HEADS SHALL BE: (AS APPROVED BY VENTILATION 0 VENTILATION 0 I RG-1 7 LANDLORD AND LOCAL FIRE MARSHALL.) ROOF LOAD 6234 70% TO SPACE 1 \ I LTS-SURFACE 4415 100%o TO SPACE 7 lJ „� aiJ I A. TOTALLY CONGEALED TYPE FOR FINISHED AREAS, COLOR LTS-RECESSED 6775 70% TO SPACE $ = I `' ENGINEER OF RECORD OF COVER PLATE TO BE SELECTED BY ARCHITECT. MISC LOAD 3413 I - 1 i O 1 WALL LOAD 0 11 C - T B. CHROME PLATED WITH CHROME PLATED ESCUTCHEON TOTAL SENSIBLE 24210 TOTAL LATENT 3373 I „� X. 14"x16"i y INSTALL DSO THW/-�T TOP O ESCUTCHEON PLATEL I S BE ---- - ------ -�-� ç -1 I 4 lr _" AV . MINIMUM b" BELOW FINISHED CEILING. TOTAL COOLING LOAD 27584BTUH C 0 i� R I O O R I =9 SENS/TOTAL RATIO 88% I - I II - ! O - a I G 0 . BRASS PENDANT FOR UNFINISHED AREAS. NOMINAL CFM(15 DEG F DIFF) 1467CFM / - SUPPLY AIR TEMP 60 DEG F I Tj ,,/ 0 TI TEMPERATURE DIFFERENCE 15 DEG F _ I / I 1. PROV I DE A PERMANENTLY ATTACHED NAME TAG STATING ______ ____�_ _________ _ I 1 _ _ _ THE REQUIRED DESIGN CRITERIA FOR EACH _____--------- ___-_-_ 4 DH-1 �� I I _� _ _ _ HYDRAUL I GALLY DESIGNED SPRINKLER SYSTEM. HEATING LOAD SUMMARY RG 2 I ►�1) SP 00 C►�1' 00 I 8. PROVIDE FIRE EXTINGUISHERS PER NFPA #I0 A5 SENSIBLE HEAT GAIN LATENT HEAT GAIN APPROVED BY LANDLORD AND LOCAL FIRE MARSHALL. 1 V 5D-I I o ' SD-I n 1T 5 .._...0_, - 4_ VENTILATION 0 VENTILATION 0 ©' T- ® I � _ _ 300 . � � 3°O $ o I ROOF LOAD 4149 • _�I I 8"� I O WALL LOAD 0 1 ...-r'" 5D-I ► - _ ____--- ------_ -----__ _ L 1------ El 100 I 1 2 VAV-! 1 TOTAL SENSIBLE 4149 TOTAL LATENT 0 J W KG - - - - - - - I GENERAL HVAC NOTES --------------- ------- p ()Nil _ - - - -�, - - - -=4 - - - - - - - I I. GENERAL: TOTAL HEATING LOAD 4149BTUH Q A. SUBMIT MANUF'S. DATA AND SHOP DRAWINGS ON ALL HVAG NOMINAL KW ELEC HEAT 1 KW - i,-, MINIMUM KW ELEC HEAT 1 KW f EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. (BASED ON 20 DEG F RISE @ VAV MIN AIR) pi B. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH e - MANUFAGTURER'S RECOMMENDATIONS AND LANDLORD'S TYPICAL 0 DETAIL AND MINIMUM SPECIFICATIONS. 0 J G. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS Os MUST BE VERIFIED AT THE JOB SITE. D. CONTRACTOR SHALL GOORD I HATE ALL THEIR WORK WITH NOTE: THE DUCTWORK 15 EXISTING AND SHALL REMAIN. T.G.G. AND M.G. SHALL VERIFY THAT OTHER TRADES AND FIELD CONDITIONS. � THERE 15 ADEQUATE AIR FLOW AND AIR IN THE EVENT THAT ANY MODIFICATION 15 NECESSARY M EC - A � I C A� H . �. A. C. S YS T=N P�A N TO THE EXISTING SYSTEM T.G.G. SHALL NOTIFY THE ARCHITECT AND ENGINEER E. CONTRACTOR, PRIOR TO SUBMITTING THEIR BID PRICE, SHALL MECHANICAL LEGEND REPRESENTATIVE IMMEDIATELY. ARCHITECT OF RECORD VISIT THE SITE, FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS, AND SHALL OBTAIN ALL REQUIRED INFORMATION GENERAL SCALE: 1/4" = I'-O" NECESSARY TO COMPLETE THE JOB. ANY DISCREPANCIES ,. BETWEEN WHAT 15 SHOWN ON THE DRAWINGS AND ACTUAL WORK 5D-? 't-'TYPE DIFFUSER DESIGNATION ' ES1 GNATI ON <, REQUIRED TO COMPLETE THE JOB SHALL BE TAKEN INTO XXX --*-GFM 4 ACCOUNT IN THE BID PRICE. V L_ MANUAL VOLUME ELECTRIC DUCT HEATER SCHEDULE A a , 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING DAMPER 45 CODES AND STANDARDS: MECHANICAL CODED NOTES DUCT DIMS. wk=`MARK MANUFACTURER MODEL KW VOLT/PHASE MOGP A. ALL APPLICABLE BUILDING GODES. TV "r W H N B. NFPA-410A AIR CONDITIONING AND VENTILATION. �re TURNING VANE ' 1 MECHANICAL CONTRACTOR TO PROVIDE NEW EXHAUST FAN: BROAN #68OFL FAN/LIGHT ES C. NFPA-qI BLOWER AND EXHAUST SYSTEMS. , COMBO (WITH #3677H HOUSING AND INSTALL BACK DRAFT DAMPER), 100 CFM, 12OV., I PH. DH-I MAC 208-3-HF-3 3 14 lb 208/3 20 ` co D. ASHRAE GUIDE - EQUIPMENT, SYSTEM AND APPLICATIONS. CONNECT TO EXISTING 10"x4" EXHAUST DUCT. FIELD VERIFY EXACT LOCATION OF MAIN. - - lti€, .. fx„ °¢ J E. SMACNA - LOW VELOCITY DUCT CONSTRUCTION. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL VOLUME DAMPER FOR BALANCING z .° -' F. NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDINGS. Q THERMOSTAT AT TIE-IN TO LANDLORD'S MAIN EXHAUST DUCT. J w� 3. MATERIALS: CI SMOKE DETECTOR MECHANICAL CONTRACTOR TO FURNISH AND INSTALL LIGHTSTAT #TME-AVU. !ie* 1, 1.,.., cr < A. DUCTWORK: 2, THERMOSTAT. MOUNT THERMOSTAT AT 48" AFF. PROVIDE PLENUM RATED CONTROL WIRE NEW VAV UNIT SCHEDULE o 0 z in w I. ALL DUCTWORK SHALL BE GALVANIZED SHEET AND MAKE SYSTEM FULLY FUNCTIONAL. MECHANICAL CONTRACTOR IS TO CONTACT THE v Q METAL (NO FIBERGLASS DUCTWORK 15 PERMI 1 I ED). t t NEIN DUCTWORK BY HVAG OPERATOR AT L I GHTSTAT AT EXTENSION '0' FOR INFORMATION, PRICING, AND DELIVERY 4} w M 2. DUCTWORK TO BE EXTERNALLY INSULATED WITH 2" THICK, I CONTRACTOR AT I-800-2q2-2444, TO ACQUIRE THE THERMOSTAT DIRECTLY. COORDINATE NIGHT LIGHT MARK MANUFACTURER MODEL SIZE INLET MIN. CFM MAX. GFM GFM VOLT/PHASE i-:'` a ° o POUND DENSITY FIBERGLASS INSULATION WITH EXTERIOR FOIL TO BE 0 LEAST 10 FEET FROM THERMOSTAT. Emma= v N z FACE VAPOR BARRIER FASTEN WITH FLARE TYPE STAPLES __ EXISTING DUCTWORK VAV-I TITU5 DTOP 5 10"0 450 3000 1300 120/1 ON I" ON CENTER ALONG OVERLAP. SEAL ALL JOINTS, - TO REMAIN. - STAPLE HEADS AND SEAMS WITH APPROVED FIRE RESISTANT 3 NEW VARI ABLE AIR VOLUME TERMINAL W/ ELECTRIC HEATER. 1300 CFM TOTAL. r MASTIC (R=6 MIN.). " S.A. SUPPLY AIR T.G.C. SHALL PROVIDE 4 INSTALL LL COMPATIBLE CONTROLS. VERIFY PRIOR TO 3. PROVIDE AIR EXTRACTORS IN ALL RECTANGULAR 4 NEW ELECTRIC DUCT HEATER AS SCHEDULED. ORDERING. BRANCH TAPS. R.A. RETURN AIR LANDLORD TO PROVIDE MORNING WARM UP 4. ROUND BRANCH TAPS SHALL BE MADE WITH "SPIN-IN" TYPE COLLARS WITH VOLUME DAMPER AND ADAPTER FOR 5 UNDERCUT TOILET ROOM DOOR I" FOR TRANSFER AIR. CONNECTION TO DUCT. O.A. OUTSIDE AIR 5. DUCTWORK INSTALLATION AND FABRICATION SHALL BE DUCT TRANSITION OR . DONE IN ACCORDANCE WITH SMAGNA STANDARDS. TAKEOFF AIR DISTRIBUTION DEVICE SCHEDULE b. FLEXIBLE DUCTS: DUCT SHALL BE LIGHTWEIGHT CONSTRUCTED WITH CORROSION RESISTANT CORE AND REINFORCED WITH (E) EXISTING _ BONDED HELIX. DUCT TO BE INSULATED WITH 2" THICK, 1 Imo.,SYMBOL KEY - 5.DAMPERS SHALL BE OPERABLE FROM FAGS POUND FIBERGLASS BLANKET INSULATION WITH ALUMINUM FILM (R) RELOCATE FIRE PROTECTION PLAN LEGEND FIRST LETTER: s-SUPPLY R-RETURN E-EXHAUST "A" OPPOSED BLADE #AG-35. VAPOR BARRIER. DUCT SHALL BE LISTED CLASS I, U.L. SECOND LETTER: 0-DIFFUSER R-REGISTER 0-GRILLE "B" RADIAL OPPOSED BLADE #D-15. STANDARD 181. MAXIMUM FLEXIBLE DUCT LENGTH TO BE 5'-O". "C" RUSKIN CFO OR GFDR FIRE DAMPER 1N/VOLUME CONTROL. t 2 COLD WATER LINE RECESSED SPRINKLER FIRE PROTECTION SPRINKLER 2.GATALOG NUMBERS REFER TO TITUS AIR DEVICES. " " '1. WHERE DUCTWORK 15 SPECIFICALLY NOTED AS MEDIUM e D YOUNG'S REGULATOR,DPR MODEL #5020-CC LLJ PRESSURE, IT SHALL BE CONSTRUCTED IN HEAD WITH WHITE HEAD LOCATIONS ADDED TO 3.PROVIDE #DB DIRECTIONAL BLOW FOR OTHER 6. BORDER STYLE- ACCORDANCE WITH SMAGNA STANDARDS FOR A POP-OFF CAP CEILING PLAN. THE LOCATIONS THAN 4-WAY. " " Z t t HOT WATER LINE A SURFACE MOUNTED PRESSURE RATING OF 4 INCHES WATER COLUMN RECESSED SPRINKLER SHOWN ARE APPROX. 4. FINISH- "B" LAY-IN,PROVIDE WITH TITUS MODEL #XY-13363 FRAME MINIMUM OR GREATER AS REQUIRED BY LANDLORD. •O LOCATIONS TO BE FIELD "A" TITUS STANDARD WHITE FINISH.. FOR DRYWALL CEILING MOUNTING, O HEAD CHROME FINISH VERIFIED. A SEPERATE PERMIT "G" LAY-IN FRAME FOR T-BAR CEILING. U' `,C 8. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE t t SANITARY LINE WI IL BE OBTAINED BY THE 0 (� I`� LATEST EDITION OF SMAGNA STANDARDS FOR MEDIUM PENDANT SPRINKLER SP I NKLER CONTRACTOR. CATALOG SIZE MOUNTING MATERIAL BORDER (n O PRESSURE DUCT AND LANDLORD'S CRITERIA. `�' HEAD CHROME FINISH SYMBOL NUMBER FINISH DPR. REMARKS L.O q. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE t--- - - -,Z VENT LINE MOD. NECK CLG. OTHER STEEL ALUM. STYLE CO O Ca DUCTWORK SHALL BE MADE WITH "LO-LOSS" SADDLE TEE Z TAPS BY UNITED MGGILL CORP., OR AS OTHERWISE 5D-I DAT 24"x24" IO"4) • • A G LAY-IN • REQUIRED BY THE LANDLORD. POINT OF CONNECTION O O rc O 10. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION RG-I 25 RL 24"x24" 22"x22" • • A G LAY-1N Z (� 7' 7 SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED RG-2 25 RL 12"x12" I O"x!O" •• •• A C AY-I N CD / Q j INSULATION, NOT LINED. L W CL 7 Z U 4. INSULATION: O A. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS (--;) U Q O a.ABOVE THE CEILING. PLUMBING FUTURE SCHEDULE g OE CI) 5. HANGERS - 4" AND SMALLER GRINELL #I15. MARK FIXTURE MANUFACTURER CW HW WASTE TRAP REMARKS revision 6. EQUIPMENT AS SPECIFIED ON SCHEDULE. AND MODEL NO. _ VAV NOTES BUILDING MANAGEMENT SYSTEM 7. PROVIDE TURNING VANES IN ALL ELBOWS (EXCEPT ON WC WATER AMERICAN STANDARD 1/2" - 4" - INTEGRAL HANDICAP TANK TYPE, ELONGATED WATER GREASEDUGTS), AIR EXTRACTORS OR ADJUSTABLE TURNING DESIGN 15 BASED ON L.L. PROVIDING 56 IF APPLICABLE, TENANT MUST CONNECT TO THE CLOSET NO. 2!08.408 SAVER CADET, CHURCH NO. 534.OIb OPEN FRONT SEAT, VANES AT ALL BRANCH TAKEOFFS AND ALL REQUIRED DEGREE 365 DAYS PER YEAR. MALL'S EXISTING ENERGY MANAGEMENT SYSTEM. 3/8" G.P. SUPPLY WITH LOOSE KEY STOP. Lb GPH DAMPERS TO PROPERLY BALANCE THE SYSTEM. IN THE PROCESS OF TENANT RENOVATION, THE FLUSH - 18" MTG. HT. TO BOWL. (A.D.A. COMPLIANT) T.G.G. SHALL MAINTAIN ALL L.L. RETURN AIR SYSTEM MUST BE UPGRADED TO MEET CURRENT 8. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL DIFFUSERS, OPEN I NGS (IN/F I RE DAMPERS IF RIGID) IN CRITERIA AT TENANT'S EXPENSE. TENANT MUST - GRILLES AND REGISTERS WITH INTERIOR DESIGNER'S DRAWINGS. DEMISING WALLS TO ENSURE OPERATION OF CONTACT LANDLORD'S DESIGNATED LAV LAVATORY AMERICAN STANDARD 1/2" 1/2" 1 1/2" 1 1/2" WALL MOUNTED DECLYN VITREOUS CHINA WITH 4" checked by L.L.'S CENTRAL VAV SYSTEM. CONTRACTOR FOR THE PURCHASE AND NO. 0321-015 CENTERS, ANSI 111.1 APPROVED GERAMIX FAUCET # �p PROP q. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS INSTALLATION OF THE NECESSARY CONTROLS 2000.110-002 WITH I-1/4" TAIL PIECE, 17 &A. "P" TRAP, �ss/0 .awn by: AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CONNECTION TO THE MAIN CONTROL PANEL. PROVIDE ANGLE STOPS AND 3/8" SUPPLIES , INSULATE g,;:',(c;',1‘.%8G.113.` 'L STAFF AND CEILINGS AS AS REQUIRED BY CODE. NOTE: DRAIN AND SUPPLY LINES WITH TRUEBRO PROTECTIVE PE t'' VERIFY MAXIMUM SET POINT OF VAV'S. DUCT MOUNTED SMOKE DETECTORS ARE `ate: 10. A COPY OF THE CERTIFIED AIR BALANCE REPORT SHALL BE REBALANCE SYSTEM AS NECESSARY. PIPE COVER SYSTEM # 103 WITH A WHITE FINISH. �,�► 02/08/2010 REQUIRED AND MUST BE CONNECTED TO THE SUBM I I I ED TO THE OWNER AND LANDLORD. COORDINATE ANY MODIFIED AIR FLOWS WITH MAIN FIRE ALARM PANEL, IF APPLICABLE. EACH FD FLOOR JOSAM I/2' - 3" 1/2" 3" WITH N I KALOY STRAINER. 4 OREGON sheet no: LANDLORD PRIOR TO ADJUSTMENT. DUCT SMOKE DETECTOR MUST HAVE A REMOTE II. ALL WORK INSIDE THIS SPACE SHALL COMPLY WITH LANDLORD'S KEY OPERATED RESET/TEST DEVICE MOUNTED DRAIN NO. 30003-5A-50-Y O4 O1/21 Iv e4/ PUBLISHED SPECIFICATIONS. ELECTRICAL CONTRACTOR SHALL BE NOTE: '94 p S M 1 RESPONSIBLE TO OBTAIN A COPY OF THE LANDLORD'S VERIFY LOCATION AND SIZE OF MALL WITHIN THE TENANT SPACE AND AN WC.O WALL CLEAN JOSAM - - - 58780 SERIES ROUND STAINLESS STEEL WALL ACCESS JAMS ADDRESSABLE RELAY MODULE. USE '(' NO. 58780 COVER WITH CENTER SCREW, COATED CAST IRON SPECIFICATIONS FROM THE LANDLORD'S TENANT COORDINATOR, OR OPENINGS. MAINTAIN ANY OPENINGS FOR LANDLORD'S DE51 GNATED CONTRACTOR FOR OTHER AUTHIROZED LANDLORD REPRESENTATIVE. LANDLORD SYSTEM OPERATION. CONNECTION TO THE MAIN FIRE ALARM LOOP. CLEANOUT TEE WITH NO-HUB CONNECTION AND RECESSED BRONZED TAPPED PLUG. arch,pr- : cc 0 W 0 W Z �rola 3m � Z Nc^s W 4 to CL oIC v. % 1 Z ~Wing' Z— DAN°° ZJa, -AI I CO Cu s r■ i ODc4g=4 CI 00a.u. TOP-BEAM C-CLAMP CEN LOCATED AT JOIST IMMO PANEL POINTS BALANCING DAMPER WITH SHEET METAL LOCKING QUADRANT WITH ..�- ROUND SPIRAL DUCT ROOF DECK STAND-OFF FOR INSULATION % SEE PLANS FOR SIZES AND CONTINUOUS ROD FOR Ate. ENGINEER OF RECORD — EI DUCT OVER 12*-, BALANCING DAMPER WITH LOCKING QUADRANT WITH JOIST SUPPLEMENTAL ANGLE IRON 3/8" ROD STAND-OFF FOR INSULATION �, BRIDGING AS REQUIRED ROUND SPIRAL DUCT AND CONTINUOUS ROD FOR SEE PLANS FOR SIZES L DUCT OVER 12"0 ,; P. _1L CADDY CLAMP SHEET METAL DUCT 0 1"X 1/8*STRAPPING--\ WITH 1" RETURN _I_ -1--) _,,. BEND ON BOTTOM = 45' LATERAL DUCT FITTING AS MANUFACTURED BY SUSPENDED CEILING " UNITED SHEETMETAL, SEMCO, OR APPROVED EQUAL. MINIMUM 8 FITTING SHALL BE FABRICATED OF A MINIMUM OF 24 (SEE ARCH. DRAWINGS) TO BOTTOM GAUGE SHEETMETAL. 02 RECTANGULAR DUCT HANGER DETAIL 04 TYPICAL ROUND BRANCH FITTING SCALE NTS SCALE NTS ARCHITECT OF RECORD • f4 iljjj��j�i . Y ,, i n e, A / rf , r O z cc — J (I, O ~ F y:, I__ W (n U W Jd- O ESEMIZEI (.) N = 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. \ \\\\\ \ RIGID RAND METAL DUCT EXTERNALLY INSULATED RIND ROUND DUCT ELBOW EXTERNALLY IL INSULATED BAR JOIST ROOF DECK „ OD ,:. DOUBLE HEX NUT AND WASHER ROOF FRAMING //-SUPPLEMENTAL ANGLE IRON INSULATED FLEXIBLE DUCT MAX. LENGTH 5'-0". 3/8" BOLT 0 PANEL P• •^ HEX NUT SPIN-IN FITTING WITH �1 2" THREADED P, -� BALANCING DAMPER AND 45 METAL SUPPLY DUCT / D VOLUME DAMPER (FOR � : DEC. EXTRACTOR (DAMPER EXTERNALLY INSULATED HEX NUT _ 1" X 1/8" HA GER BAND W FINAL BALANCE ;S USED FOR ROUGH - C Z ,BALANCING) < O 1 DUCT D 0 Q 0 rr) DIFFUSER TRIM FRAME DIFFUSER CHUNG (WHERE In W 0 APPUCABIE) m. ,) 00 z O o � n o 01 DIFFUSER MOUNTING DETAIL 43 ROUND DUCT HANGER DETAIL z C) 7 z W c.L F- U SCALE NTS SCALE NTS 0 Cf O < 0 Qo I— U � � a_ CL revieione ��EpPRQp 4 G`I N 9 �c ,' checked by ct' 188'=PE pp// t� (v drawn by. tea...- O OREGON i date: a4:007/2P10176- ,,,� Or/21 t91 Q6' 02/08/2010 • l p JAMS-9 sheet no: Exp. DEC 3 1 701 arch project cro 46 45 W taco . W Z >,!- _ 40 P-24,26 0 1 %.1, z he El- .-*It r w 40 411 \ Al_ 1 Z �"ioao It -1 —1 Z d .o i 0 \� W= �ZiN \\,‘ I a s , �•a tO CWN�\ 0) Z Z 4a0 \\ P-2 00 OCCZ4 O �\ co m00.0 Nkt, u �� --A / A q": / I IRO \ I • h- r - Is M I k ::: I --E-3-- -)! -' Ell ENGINEER OF RECORD 14 I © c / I t .. / I CORRIDOR S — I � ■ \\ / ■ o 0 , z:��: I I 16 NEW 4 u _ z:.i = — I VAV_I I I Ii I I I I 1 \ © II 8 I I I ( 41► ' U IS � jp-ii,iq I I _ P-20 P22 -J P-28 - , O 8 I I �► I a (y as- P-12 L GFI 13 0 I' 12 . U � ; P-14,16 POWER PLAN SCALE: I/4" = I'-O" ARCHITECT OF RECORD S,`v POWER CODED NOTES :,,�� ELECTRICAL SYMBOL LEGEND c 4Yv . rs R• ECEPTACLE MOUNTED ON CEILING L I NG FOR SHOW WINDOW A5 REQUIRED SYM®OL DESCRPT10N CN I . a o BY N.E.G. 4) DOUBLE POLE TOGGLE SWITCH, 20 A. - 125 / 2T1 + 48" s?y co [2.- G• ONTRAGTOR TO TRENCH SLAB AND INSTALL CONDUITS AS SHOWN. $3 THREE-WAY TOGGLE SWITCH, 20 A. - 125 / 211 + 48" 1 }��xK c o PATCH TRENCH TO MATCH EXISTING FINISH. SWITCH WITH PILOT LIGHT, + 48" ? cri $P �¢ (0 S M MANUAL STARTING SWITCH r ra. w r-i- D• UPLEX RECEPTACLE MOUNTED AT 5'-6" AFF FOR STEREO SYSTEM. rik 0 z 0 VERIFY EXACT LOCATION IN FIELD. ': CEILING MOUNTED DUPLEX RECEPTACLE OUTLET, 15 A., 125 V., 3 WIRE v w 1/2" 0 DUPLEX RECEPTACLE OUTLET, 20 A. - 125 V., 3 WIRE, + 18" cn • Q 4 RUN 1/2 DIA. CONDUIT FOR SPEAKER WIRE FROM GABLE OUTLET < i.,� (05'-6" AFF) 6" INTO SALES, 12" TO 15 ABOVE CEILING. 0 -UNCTION BOX Q o F-5---- *I& DEDICATED DUPLEX RECEPTACLE (ORANGE) W/ ISOL. CND., 15 A., 125 V. c—'.� c�v z L• P-20,22 (4 #12 .4 I #12 (IG) - 3/4" C). TO SERVE PASS AND SEYMOUR CO FLOOR OUTLET BOX, COMBINATION DUPLEX RECEPTACLE 4 TELEPHONE OUTLETS. 5EE NOTE 1 BELOW. ® FLOOR TELEPHONE OUTLET F 6 (2) 3/4" G. TO TELEPHONE BOARD. 4 TELEPHONE WALL OUTLET, WALL MOUNTED, + 18" I ' DEDICATED FOURPLEX CONVENIENCE OUTLET IN/ ISOLATED GROUND ;;: QUAD. RECEPTACLE OUTLET, 20 A., 125 V., 3 W MOUNTED IN GASH/ WRAP COUNTER. NOTE: THE GASH - WRAP © FLOOR MOUNTED -UNCTION BOX COMES WITH J-BOX AND RECEPTACLE. THE G.G NEEDS TO MAKE 0 MOTOR, SIZED AS INDICATED THE FINAL CONNECTION AT THE PRE-DETERMINED LOCATION IN THE BASE OF THE CABINET. REFER TO SHOP DRAWINGS AS MOTOR STARTER OR CONTROLLER REQUIRED. PHONE / COMPUTER JACK IN GASH / WRAP. TELCO TO MAKE FINAL XX = INDICATES AMP RATING. YP = Y INDICATES S NOO OF POLES CONNECTIONS G.G TO PROVIDE CONDUIT W/ PULLS-TIRING. rij NON-FUSED NF : INDICATES NON-FUSIBLE 18 ANY/ ALL EXISTING RECEPTACLES NOT BEING REUSED TO BE XX/YP/NF/VP DISCONNECT 5W. HP : INDICATES WEATHER PROOF REMOVED. FINAL ELECTRICAL LAYOUT TO BE AS SHOWN ON PLAN. _ X : INDICATES DISCONNECT AMP RATING icTi FUSED DISCONNECT 511. Y = INDICATES FUSE SIZE E• LECTRICAL CONTRACTOR TO FURNISH AND INSTALL 3/4" CONDUIT W/ 2P HP WP : INDICATES WEATHER PROOF PULL WIRE FROM TELEPHONE BOARD TO DESIGNATED TELEPHONE 2P-2 = INDICATDES NUMBER OF POLES LOCATION AT GASHWRAP. PHONE COMPANY TO PROVIDE ■ LIGHTING OR GENERAL PANELBOARD W CONDUCTORS AND FINAL CONNECTIONS. THE TELEPHONE COMPANY � INSTALLS THE CONDUCTORS, JACKS, AND MAKES THE FINAL TELEPHONE TERMINAL BOARD OR CABINET < 8 CONNECTIONS. CONTRACTOR TO FIELD VERIFY EXACT REQUIREMENTS AND FIELD LOCATIONS. CONDUIT RUN CONCEALED IN WALL OR CEILING Lo D O Q [i3 ACCESS PANEL MOUNTED IN BOTTOM OF GASHWRAP COUNTER. CONDUIT RUN UNDERGROUND, IN OR BELOW FLOOR SLAB W CONDUIT RUN EXPOSED in u) ch O 1^F) DENOTES "WEATHERPROOF " EQUIPMENT 00 0 m [TilN• OT USED � f—I NL NIGHT LIGHT FIXTURE F-2-1 E• .G. TO PROVIDE SW W ITCHED JUNCTION BOX FOR ATER ///,, Nt.1EM NIGHT LIGHT / EMERGENCY FIXTURE O f— n 0 HEATER CONNECTION 208 V. I PHASE, 4160 W. ® DENOTES SPEAKER, ON I 7. V., � � � LIGHTING PLAN Z (_'� Z G• FI RECEPTACLE TO BE MOUNTED AT 48" A.F.F. O PUSH-BUTTON, FOR Fl PCTRIC BELL Z Q W Fri W © TRANSFORMER, FOR ELECTRIC 13F1 1 (5) f 7 I I— C) 14 BELL I' x I' x 314" TELEPHONE BOARD BLOCK (OR, FIELD VERIFY, B ELECTRIC BE 0 Q RELOCATE EXISTING) CIRCUIT AS SHOWN. ELECTRICAL POWER DISTRIBUTION LOCATION FOR STORE. SEE "PANEL 5D SMOKE DETECTOR Cl) j Q_ U) 15 SCHEDULE" AND "POWER RISER" FOR FURTHER INFORMATION. FIELD (R) RELOCATED VERIFY EXACT LOCATION AND REQUIREMENTS. (E) EXISTING fr61 NEW VARIABLE AIR VOLUME TERMINAL AS SHOWN IN APPROXIMATE LOCATION. [Fi N• OT USED f(E,p PROpee checked by 18 FURNISH AND INSTALL A DELIVERY DOOR-BELL SYSTEM AS SHOWN ON NOTE: ��', 4�GI N fiq a,0, DRAWINGS. PROVIDE EDWARDS #1786-B PUSH-BUTTON AT 48" A.F.F., #5q0 TENANT'S G.G. TO VERIFY THE ACTUAL EXISTING ELECTRICAL SERVICE • SERIES TRANSFORMER AND #662 DOOR-BELL WITH LOUVERED PROV I DED BY THE LANDLORD, I NGLUD I NG THE SIZE OF EXISTING MAIN _ PE c)dawn COVERPLATE AND TRANSFORMER MOUNTING PLATE. THE ELECTRICAL DISCONNECT SWITCH IMMEDIATELY FOLLOWING THE AWARD OF �""':! II f CONTRACTOR SHALL PROVIDE ALL NECESSARY JUNCTION BOXES, CONDUIT CONTRACT. TENANT'S G.G. TO SHALL NOTIFY CLAIRE'S P.M. OF ANY It" date: AND WIRE TO COMPLETELY INSTALL THE DELIVERY DOOR-BELL SYSTEM. DESCREPANG I ES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. p OREGON ,`�2 02/08/2010 REFER TO "DELIVERY DOOR-BELL SCHEMATIC" ON SHEET El I FOR 4q O7/21,11 q'� sheet no: ADDITIONAL INFORMATION. 4p JAMBS E 1 ►. ;r !I 2n1p arch.project= cC °o W 0 W 41 r Zoo Li fig I-1 NEWPANELP W a or MOW` � _ Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted r- -L °o Mai s: 100 Amp Main Cir uit B -ake 100 otal Watts: 17808 NEMA 1 (.5 °"X S�, C y RF e r)FSCRIPTION WATT' WIRF RKR A : • RKR WIRF DFSCRIPTION WATT CK REM Z CO Panel r- STOREFRONT LIGHTS •s. 1 .1 i SHW.WIN. RECEPT. i I, z 1 or-NI r A . W1Ir:LII *i *ui•1:1**14∎1i:I s :1iF/ +M ■ 111111 1 :11u � J W o O L- --'J 111mmig*,L•]:A*I• ku1� • ::IIII'�II/1V■■/�I■fl4iJ l:\��4��7.,1KM� •'i I � I z 44 © 107147414:71*1IV1►1 MINI ►AIUMi:■■1117 i •.i Ell 0. ,r jr, . Mail assreinr;1 011111111111111 .:IBM 11071«1■E■WM MI 1--uA ovinowall= ZVI W tile; 20.00" ,,I, lei SIGNAGE s s,1iPI1101■■I Ifr S UFI RR GFI RECEPT. MIIMP11 Z Z 0•0 �c I:mweimp[ ••�iNIII IN111 i s i:iN 0 0 �< •X ""' �_m■�.■ 2/25 12 INSTA-HOT WTR HTR i:�, co cg Z d • ENCLOSURE IS I I ■■E ii/ - D m O.ti 5-3/4" DEEP iE.� . �i I NEW DH-1 i a S is■■EfrIo1� A ► I i►71i1 El 100�, 1/20 STOCK RM RECEPT. 181 IIM •STRIP LIGHTS s ■i� I� CASH REGISTER .�:� B I ES E L C IR I A \ EL -: � � ■■�� .�. CAL P FA C 1.1 SCALE: N.T.S. WM in iaAi Ia 7 i 111 117M■N ■� + ��►V�LZ• IITJ�� E 1. THE DISTRIBUTION PANELBOARD 15 SUPPLIED BY THE TOTAL LOAD PHASE 'A' 7276 OWNER AND INSTALLED BY THE EG. REMARKS TOTAL LOAD PHASE 'B' 5246 ENGINEER OF RECORD 1 (TC)TIME CLOCK CONTROLLED TOTAL LOAD PHASE 'C' 5286 2. INFORMATION REGARDING THIS EQUIPMENT MAY BE OBTAINED 2 (a)VIA CONTACTOR FROM BEN FACTOR AT WR CONTROLS / WESGO 0 3 (LD)LOCK-ON DEVICE TOTAL LOAD ALL PHASES 17808 WATTS PH: 1-5OO-411-1543 4 (IG)ISOLATED GROUND 49.47 AMPS 5 (G)DEDICATED GROUND 3. THE PANELBOARD IS A WALL MOUNTED UNIT. THE CONTRACTOR 15 6 (HR)HACR RATED CB RESPONSIBLE TO MAKE ALL FINAL TERMINATIONS. 4. THE TIME CLOCK 15 FACTORY INSTALLED rl WIRED TO THE APPROPRIATE LIGHTING ZONE. THE EG 15 RESPONSIBLE FOR ALL TIME GLOGK PROGRAMMING. ELECTRICAL LOAD SUMMARY 5. A 24-HOUR NOTICE WILL BE GIVEN PRIOR TO DELIVERY. 120/208 3 PH -4W_ LOAD DESCRIPTION CONNECTED LOAD DEMAND DEMAND LOAD DEMAND LOAD 6. THE ELECTRICAL CONTRACTOR SHALL COMPLETE THE INITIAL (WATTS) FACTOR (WATTS) (AMPS) TIME GLOGK SET-UP, PRIOR TO LEAVING THE JOB; LIGHTING 3908.0 1.25 4885.0 13.6 COORDINATE HOURS OF OPERATION, INCLUDING SEASONAL RECEPTACLES 5340.0 NOTE#1 5340.0 14.8 TIME CHANGES AND HOLIDAY SCHEDULES, WITH THE TENANT'S WATER HEATERS 4160.0 1.25 5200.0 14.4 STORE MANAGER AND/OR DISTRICT SALES MANAGER. TIME SIGNAGE 1200.0 1.25 1500.0 4.2 GLOGK 15 INTERMATIG 4tET-102I5G AND 15 GEG TITLE 24 MISC. 100.0 1.00 100.0 0.3 COMPLIANT W/ ANNUNG I AT I ON $ OVERI DES. HVAC 3100.0 NOTE#2, 3287.5 9.1 1. THE ELECTRICAL SERVICE TYPE AND SIZE MUST BE APPROVED , BY THE LANDLORD'S DIRECTOR OF CONSTRUCTION BEFOREHAND. TOTAL 17808.0 20312.5 56.4 S. SHIPPING WEIGHTS: 2OSV IFS PANEL = 130 LBS. NOTES: 1. 100%OF FIRST 10,000 WATTS, PLUS 50%OF REMAINING LOAD. ci. NOTIFY ENGINEER IMMEDIATELY IF FIELD CONDITIONS DIFFER 2. 100%OF NC LOAD, PLUS 25%OF HIGHEST LOAD. FROM PLAN LAYOUT. 10. INTEGRATED FACILITY SYSTEMS (IFS) PANEL TO BE PROVIDED BY ARCHITECT OF RECORD W.R. CONTROLS / W ESGO. THIS ITEM 15 PROVIDED BY THE TENANT AND INSTALLED BY THE CG'S ELECTRICAL CONTRACTOR. THE CG'S '( fk? ELECTRICAL CONTRACTOR 15 TO CONTACT MR. BEN FACTOR AT (SOO) 411-1543 TO COORDINATE DELIVERY. ADDITIONAL ` < ' INFORMATION ABOUT THE IFS CAN BE FOUND AT INININ.WRGONTROLS.GOM. , „ N o) r' O . CO Q J z ce v e,0.t..0' - (n , W Q p 4 OzV) i I-U w Q 'r- Q Co a J d- O C..) N = 3O/3P/NF/1NP (3) #12$ -i (I) #S GND VAV-I LANDLORD TENANT IN 3/4"C '-4 :7 CEILING r 1 < 0 I Lc) : 0 < SPLICE BOX ji(4) #I $ (I) GND #_ REFER TO IFS PANEL GENERAL NOTES 00 Z #6 I- --I IN I-I/2"G (4) I (I) #6 GND FOR ADDITIONAL INFORMATION ON IN I-I/2"G.�" 'U Q TIMEGLOGK 0 . H"' 0 0 (E)OVERGURRENT - 1- -1 Z 0 7 PROTECTION N/ IFS ENCLOSURE, CD � Q W 100.0 C r REFER TO IFS W = J U TG DETAIL FOR ACTUAL 7 0 DIMENSIONS AND kJ (I) l'-' <EXISTING PANEL LAYOUT. 15; > o Ph- tip„ (E) LANDLORD DISTRIBUTION PANEL 120/208 V T l& & 3p, 41N N revision I I t--(E) PER N.E.G. GRD. L J ^- REAR DOOR PUSH-BUTTON I I 4) • 0 • • I -� FLOOR 120V iOY B B checked br _I_ EG TO FIELD VERIFY AND IF NOT = 'AEG TO FIELD VERIFY AND IF F NOT PRI. SEG. "SALES" DOOR-BELL AT EO PROF - EXISTING PROVIDE #S GRD TO BUILDING EXISTING PROVIDE #S GRID TO BUILDING GASH WRAP �� Gi1N *34'94:s'�0 c6-awn br STEEL OR COPPER WATER LINE. STEEL OR COPPER WATER L I NE FOR N o • • ,; 9 y ISOLATED GROUND. "STOCKROOM" DOOR-BELL AT j:•:- - STOCKROOM REAR DOOR dada' _ ••,_ y it 02/08/2010 i-PD DE LIVERY DOOR- BELL SC -� =MATIC o OREGON z sheet^ESCALE: N.T.S. �44 ,t,211rj1 �� p JAMES POWER RISER DIAGRAIV �1E� �olo Ell PITS arch.project ce °o W w W Z >-3 46 45 C, $m Zhtr W 4CO (5 Q1(0 riven Z Z CC/4'14f f 0 N ZHN. - - - - -i - - 6 — - -ti- - - - ; — — =i -tr -1 HW� it I X11 CO Wes; O 1' T T T �I �- I Z z �p I o n o I UU � N iT DUmtoau. rii47)v I NL 1 ; }.� - o N 114 I'"7 P_3 }� 1 0 O (TIE-IN) CD v I R 1 WO .T (TYP.) .-q Ti 1 (of-( /'; P G G P-7 N ENGINEER OF RECORD 1 I ik F � �■ (TIE-I V) © M 1 STOREFRONT F 0 N % 4) 0 A I'T 51GNAE 5 t © �► w■z s' 3 I 41 �1 CORRIDOR P-5 Ilk F © i©NOT L SED .—.II SCALE: N.T.S. EM P-q P-5 Tl 0 E: iii:2 JUNCTION BOX '_"� I • (SUPPORT FROM CONDUIT ,��■ � NL N CEILING GRID) I o N ,4 0 I IPI■ 0 C0 ACOUSTIC J STEM _ � 1 N iT CEILING U © B 1 �_ ' �� I CEILING ' F F F N CANOPY �111r I Cat G giviv 11111 ► ,p 1 LIGHTING FIXTURE Q rial.-. 46,,c ... - - - - ....4 "I 1,", • • • — ,-I I- • —7r• • ...1 iliptilip • -1.- MOUNT FLUSH TO -- B/MOD.SOFFIT (lL tY P-13 P-5 O 0 �.�♦�.�♦�♦� ARCHITECT OF RECORD �♦�♦�♦�♦�♦�♦�♦�♦�. MOD.SOFFIT t' it. CEILING LIGHTING PLAN PRE FORMED HOLE BY MODULAR SOFFIT MANUFACTURE: CENTER 1 r. LIGHT FIXTURE IN PRE-GUT HOLE SGAL F: 1/4" = I'-0" ,sr�.�as,t�r 2 RECESSED LIG — T IvTG. DIL. (TYPE Al } E2 SCALE: N.T.S. '� N A. co ; .r�txeo • O J ce ICING BY CLAIRE'S LIGHTING FIXTURE SCHEDULE Z vi i. Wad SYMBOL TYPE 01Y. DESCRIPTION MANUFACTURER GATALOG # LAMPS VOLTAGE WATTS COMMENTS `4 o z �- II" RECESSED DOWNLIGHT AMERLUX VLFL1OM MHG70N/M/3K `� w �, 0 �` HALITE) PHILLIPS 120 78 CENTER SALES GENERAL ILLUMINATION ; ti' w Q CEILING OR WALL 15" LIGHTING CODED NOTES Q o t: 120 VOLT , i 8 ROUND, 15 HIGH, CYLINDER, SPECTRUM SPC0812-I GI NG MHC70/U/M/3K 120 78 SUSPEND FROM J-BOX THRU SOFFIT, BOTTOM OF GYLINDER HILL BE ; ,' LI d- o POWER LINES �1 .��1 :� Al 4 WHITE, CANOPY MT., REMOTE PHILIPS FLUSH WITH BOTTOM OF MODULAR SOFFIT. REFER TO DETAIL 2/E2 I 120V., 20 AMP CIRCUIT 8 J-BOX (OR REUSE EXISTING) FOR STOREFRONT N WIRES * 1 BLST. �� SHORT SCREW SIGN. VERIFY EXACT LOCATION IN FIELD. FURNISH DISCONNECT MEANS • : i1 PER N.E.G. REQUIREMENTS. SEE SHEET 'A2' ARCHITECTURAL DRAWING FOR �� lb o B O 6 SQUARE DEEP FIXTURE SPECTRUM SGD65QMH-ED17- METAL HALIDE 120 44 PROVIDE WITH CLEAR ALZAK REFLECTOR FURTHER INFORMATION. - ...! 35/3q-EX EDI1-35/39 GROOVED 120 VOLT �� _ - ANY/ALL EXISTING LIGHT FIXTURES TO BE REMOVED. FINAL ELECTRICAL TRANSFORMER pi'� ��. HOLDER MRI6 CRYSTAL BEDAZZLED, TECH 700FJGBDZG Q50MRIbEXN/ 120/12 50 J-BOX ABOVE MODULAR SOFFIT, SUSPEND CANOPY WITH LONE 2 LAYOUT TO BE AS SHOWN ON PLAN. WIRES O D O CHROME FINISH USHIO #1000368 BOLTS,CANOPY 15 FLUSH TO BOTTOM OF MODULAR SOFFIT, 7'-3" FIXTURE ARM AFF. REFER TO DETAIL I/E2 rs- rw REFER TO ARCHITECTURAL SHEET A2.I FOR SECTIONAL DETAIL ON ami LP1: ~ GONE GLASS CASHWRAP LIGHTING. SEE DETAIL ON AREA LIGHTING INSTALLATION LONG SCREW SHIELD EM 2 6' RECESSED EMERGENCY LIGHT LUXNET RDOISE 7W INC. 120 8 SALES FLOOR EMERGENCY LIGHTING, RECESSED CRITERIA. TRANSFORMER ��i CANOPY ■ 12 VOLT �i4 WIRES - F4- LOCATE 4' FLUOR. STRIP LIGHTS SO THEY ARE NOT VISIBLE AT PERIMETER. TRANSFORMER * UNIVERSAL -..- EXC I EXIT, LED, ACRYLIC EDGE LIT, ASTRALITE ELCIRWGEM LEDs INC. 120 2 EXIT, FRONT ENTRANCE, RECESSED INTO CEILING BEHIND SOFFIT WIRES **1 GR:055BAR -.10... CEILING RECESSED L`lEt EXM 2 EXIT AND EMERGENCY LIGHT COMBO UNIT CEILING MOUNTED ASTRALITE EEU-U-R-W-EM LED/2-6W 120 16 EXIT AND EMERGENCY LGHT COMBO, CEILING MOUNTED, STOCKRM. . LKC-ITING GENERAL NOTES: W / GOOSENECK, TORPEDO, SATIN TECH TORPEDO 36" ICING Q5OMRI6EXW 120/12 50 MT J-BOX ON WALL 50 TOP OF BOX 15 FLUSH WITH TOP OF 30 / 3 0 0 0 S E N E C 'K L I G — T M T G. D T L. T Y P E a a F q NIGKLE, J-BOX WALL MOUNT USHIO #10003'18 DEGREE SLOPPED MIRROR, ADJUST BACK TOWARD SLATWALL. I. ALL FLUORESCENT LUMINAIRES SHALL HAVE ENERGY SAVING BALLASTS z F <REFER TO DETAIL 3/E2 SIMILAR TO ADVANCE MARK III. 0 E 2 SCALE: N.T.S. - SURFACE MOUNT IN STOCK ROOM, MOUNT 4 ON TOP OF 2. CONTRACTOR TO COORDINATE CEILING TYPE PRIOR TO ORDERS IN Ln D 0 Q G 7 4' DUAL LAMP STRIP MERCURY P232BI1 2-F32T8/735 120 b4 MODULAR SOFFIT, IN DIAMOND CONFIGURATION FOR EVEN ORDER TO PROVIDE PROPER CEILING HANGERS. I`r) 0 W V) LIGHT 131 FFD 3. RED LETTERS WITH STENCIL BACKGROUND, ARROWS AND NUMBER OF Lc) rz 0 4' LINEAR T5 1-LAMP FLUORESCENT FACES, AS INDICATED ON THE DRAWINGS. 00 0 m - - ._ -I H 2b MINIATURE PROFILE STRIP MERGLY MB-128-T5--ELB-120V I-LINEAR T5 120 28 WALL MOOTED BEHIND CORNICE MOULDING 4. SUBMIT ALL LIGHT FIXTURES AS SCHEDULED. ENGINEER RESERVES RIGHT Z TO DETERMINE "QUALITY" IF ANY SUBSTITUTION FROM THIS SCHEDULED. 0 o n 0 CLAIRE'S LIGHTING FIXTURE NOTES: 0. - - HI 0 3' LINEAR T5 I-LAMP FLUORESCENT MERCURY MB-121-T5-ELB-120Y I-LINEAR T5 120 21 WALL MOOTED BEHIND CORNICE MOULDING 5. BAI IERY PACKS FOR EXIT AND EMERGENCY LIGHTS MUST BE REMOTE Z 0 7 Z MINIATURE PROFILE STRIP I. VOLTAGE: VOLTAGE FOR ALL FIXTURES 15 OR RECESSED. PAINT EXPOSED SURFACES TO MATCH ADJACENT FINISH. 0 Q F— --4 H2 MINIATURE LINEAR T5 PROFILE FLUORESCEIN'''. MB-114-TS-ELB-120V I-LINEAR T5 120 14 WALL MOOTED BEHIND CORNICE MOULDING 6. INSTALL CIRCUIT LIGHT TRACK HALO #L6IO SERIES TO MATCH LENGTH W `�._.� / 0 12OV. 0 MINIATURE PROFILE STRIP MERCURY -�- U SHOWN ON DRAWINGS. INSTALL A COMPLETE SYSTEM WITH JOINERS, r 2. FIXTURES WITH EMERGENCY BATTERY PACKS, L 1 RECESSED FAN/LIGHT COMBO GROAN 679FL 52MB/GAP 120 14 BATHROOM LIGHT/FAN CONNECTORS, SUPPORT, ETC., AS REQUIRED. LIGHT FIXTURES AND LIGHT ALONG WITH EMERGENCY LIGHTS AND EXITS, i� TRACK FINISH SHALL BE WHITE. 0 I— 0 <C 0 ARE TO BE WIRED TO NIGHT LIGHT CIRCUIT. M 7 b" RECESSED DOWNLITE (5VA) AMERLUX SVAWD7oE/H MHG70/U/M/3K 120 78 STOREFRONT SOFFITS u.) 1. SELF-CONTAINED BATTERY OPERATED EXIT LIGHT. U) a_ 0 PHILIPS S. SELF-CONTAINED BA I I ERY OPERATED EMERGENCY LIGHT. revisions 3.ALL LOCAL GORES MUST BE ADHERED TO. THE T 6"x T' SEMI-RECESSED WALL WASH FIXTURE. (CAVALETTO) SET q. ALL LIGHT FIXTURES, TRACK HEADS, LIGHT TRACK AND LAMPS CONTRACTOR MUST NOTIFY THE ARCHITECT o N II 6X7 SEMI-RECESSED WALL AMERLUX GRA7C'E/W MHG70N/M/3K 120 78 FIXTURE AT 15 DEGREE ANGLE TO THE CEILING PLANE, BY DESCRIBED ON LIGHT FIXTURE SCHEDULE BELOW SHALL BE PROVIDED AND LIGHTING MANAGEMENT OF ANY LOCAL WASH FIXTURE PHILIPS TENANT'S G.G. AND DELIVERED TO JOB SITE BY CLAIRE'S STORES, INC. AND INSTALLED REQUIREMENTS, SUCH AS SEISMIC CONDITIONS, BY CONTRACTOR. EXIT COLORS, OR PLENUM RATINGS IF RECESSED SPEAKERS,SUPPLIED BY LIGHTING MANAGEMENT W/ LTG. 10.LIGHT FIXTURES TO BE PROVIDED WITH EMERGENCY BA I I±RY PACK AS DIFFERENT THEN SPECIFIED ABOVE. SP 5 2 SPEAKERS, NORMALLY 2/STORE QUAM SCIOFECO, ERRS, INSTALLATION OF SPEAKERS, SPEAKER WIRES AND RELATED NORMALLY STORES IN MARYLAND USE GREEN 5582 NONE 120 WA SPECIFIED ON DRAWINGS, EQUAL TO METALUX EL-4 SYSTEM. EXITS. CONNECTIONS ARE TO BE BY THE ELECTRICAL CONTRACTOR. FLUORESCENT LIGHT FIXTURES SHOWN SHADED (0) AS SPECIFIED ON DRAWINGS TO BE PROVIDED WITH BATTERY PACK TO OPERATE ONE decked by LAMP DURING POWER FAILURE. LIGHT FIXTURE TO BE WIRED A5 A t�c�tiD PROFESS 4.THE CONTRACTOR 15 RESPONSIBLE IN RECEIVING, HANDLING, SWITCHABLE UNIT WITH BATTERY PACK CONNECTED AHEAD OF SWITCH TO �GINEE' /o drawn by MAINTAINING PROPER INVENTORY OF AND INSTALLING THE EXC 0 EXIT, LED, ACRYLIC EDGE ATLITE 5GI6RGWH LEDs INC. 120 2 EXIT, FRONT ENTRANCE, RECESSED CEILING MAINTAIN BA I I ERY CHARGED WHILE LIGHT FIB IS TURNED OFF. � '4 STAFF LIGHTING PACKAGE UNTIL THE STORE IS TURNED OVER TO --•�. LIT, CEILING RECESSED w CLAIRE'S. ANY SPARE SHOULD BE MARKED "SPARES" AND •PE date: PLACED IN THE REAR AREA OF THE STORE. LMI 15 /= ' EMW 0 WALL MOUNTED EMERGENCY ATLITE GB--6-54-6RW25 2-25W INC. 120 50 NON-SALES EMERGEI�Y LIGHTING .,,:... ' I (� 02/08/2010 RESPONSIBLE FOR "MATERIAL" FOR ANY WARRANTY LIGHT RELATED ISSUES FOR I YEAR, THE CONTRACTOR 15 sheet no: P O TRACK FIXTURE (MURRO) ON AMERLUX MURR070E/W/GA MHCJO/U/M/3K 120 7S TRACK INSTALLATIONS, IF REUSING EXISTING TRACK, NEED O OREGON � ' RESPONSIBLE FOR THE "LABOR". �,1, 07/21121 �,� V V V , CONTEGH I CIRCUIT TRACK PHILIPS MFG. NAME USED ON STRIP STORES 4 "B"*"G" STORES ONLY .q4 5 Q E2 JAMS R 0 2"X4" PRISMATIC LAPIN, 3 MERCURY 35E332ELB 3-F32T8/135 120 84 GEN ILLUM IN GRID GIELING, USED ONLY ON DEC 3 1 Z010 arch.pry 0 LAMP T8 NON-PROTOTYPE STORES c °o W 0 W ca Z >-IS (5 415 Zbe 111% ig W 4 c (5 XS*- ZIL7 giacgl-cAT w to W—I E-��tv THE CONTRACTOR SHALL INSPECT ENTIRE PLUMBING SYSTEM Z Z <a•X AND PROVIDE SERVICE AND/OR REPAIRS AS REQUIRED TO 0 0 Seg4t ENSURE PROPER, DEPENDABLE OPERATION. THE EXISTING 0 0 to 0 a.u. FIXTURES TO BE REPLACED WITH NEW FIXTURES. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADJUSTMENTS THAT MAY BE REQUIRED TO COMPLY WITH GODE ISSUES. AMMIIMMEMMEMMIW MO a 1 ll CD ENGINEER OF RECORD I) F.D. 0 — JI, PLUMBI \ C PLAN SCALE: I/4" = 1'-0" PLUMBING FDCTURE SCHEDULE MARK FIXTURE MANUFACTURER GIN HW WASTE TRAP REMARKS ARCHITECT OF RECORD AND MODEL NO. INTEGRAL HAND I GAP TANK TYPE ELONGATED Ii‘G WATER AMERICAN STANDARD 1/2" - 4 - WATER SAVER CADET CHURCH NO. 534.016 OPEN '� CLOSET NO. 2386.014 FRONT SEAT, 3/8" G.P. SUPPLY WITH LOOSE KEY STOP. I.6 GPH FLUSH - 18" MTG. HT. TO BOWL. (A.D.A. COMPLIANT) Aa<er LAV LAVATORY AMERIGAN STANDARD 1/2" I/2" 1 1/2" 11/2" WALL MOUNTED DEGLYN VITREOUS CHINA WITH 4" .,' NO. 0321-015 CENTERS, ANSI 1111 APPROVED, GERAM I X FAUCET # f rn 2000.110-002 WITH 1-1/4" TAIL PIECE, 11 GA. "P" TRAP, st PROVIDE ANGLE STOPS AND 3/8" SUPPLIES , INSULATE o DRAIN AND SUPPLY LINES WITH TRUEBRO PROTEGTI VE ''` "}``YY' z < J PIPE COVER SYSTEM # 103 WITH A WHITE FINISH. tmzusgmm 4 vi 11:1_ WATER GHRONOMITE 1/2" - - - INSTA-FLOW WATER HEATER, 4.160 Kw., 208V, I PHASE. ff` HEATER NO. SR-20L MOUNT ON WALL UNDER LAVATORY. ' i, o z w U NOTE: TENANT'S E.G SHALL COORDINATE THE ACTUAL u) z WATER HEATER SPEC. AND MODEL NUMBER WITH FIELD tf Vic' L o 1 GONDITIONS BASED ON ACTUAL DOMESTIC HATER iY< FLOW RATE AND AVAILIBLE ELECTRIC SERVICE. (V.I.F.) Erazzamta c N= FP FLOOR JOSAM 1/2" - 3" 1/2" 3" WITH NIKALOY STRAINER. DRAIN NO. 30003-5A-50-Y OD PROpS S NCO WALL GLEAN JOSAM - - - - 58-1Q0 SERIES ROUND STAINLESS STEEL WALL ACCESS mac. �G1N k. ,s,,_s/O•L OUT NO. 58110 COVER WITH CENTER SCREW, COATED CAST IRON cc 188' PE p GLEANOUT TEE WITH NO-HUB CONNECTION AND RECESSED __ (0 BRONZED TAPPED PLUG. 00 OREGON .Z. 1r, 07/2119/ #✓ q40 JA '-'ME• ,Q GENERAL PLUMBING NOTES I. AFTER EXAMINATION OF CONTRACT DOCUMENTS AND SITE WORK, DEC 3 1 2010 THE BIDDER 15 REQU I RED, BEFORE SUBMITT ING THEIR PROPOSAL, TO Exp. VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL GOND I TI ONS THAT MAY W I N ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT 7 MATERIAL AND LABOR REQUIRED. THEREFORE, SINGE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEMS AND FAGILITIES, SPECIAL < O CONSIDERATION SHALL BE GIVEN TO THE EXAMINATION OF WORKING PLUMBING LEGEND D 0 < CONDITIONS, EXISTING FAGILITIES AND ALL BUILDING STRUCTURES r C1 W I`r) TO FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. (POC) POINT OF CONNECTION E() Q 0 SLIGHT VARIATION OF ROUTINE AND/OR CONSTRUCTION (SHOULD BE 0 m q A ANTICIPATED BY THIS CONTRACTOR) TO AVOID CONFLICTS WITH Z ,,. -I/2" GW IN 1/2" GIN IN OTHER TRADES, ARE EXPRESSLY INCLUDED AS PART OF THE WORK &V GATE VALVE • WALL {NALL WHENEVER REQU I RED AT NO ADDITIONAL COST TO THE OWNER. 0 0 c 0 rA SINK SINK ---� NEGLIGENCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY BV BALL VALVE F— P 0 RELIEVE THEM OF THE OBLIGATION AND RESPONSIBILITIES ASSUMED 7 UNDER THIS CONTRACT. UN UNION v z Q W 2. G.W. 4 H.W. PIPING SHALL BE COPPER TYPE 'L' ABOVE GRADE, --1I� W TYPE 'K' BELOW GRADE, WITH I" THICK FIBERGLASS INSULATION N WITH VAPOR BARRIER AND ASJ JACKET. G.O. GLEAN OUT • 0 = Q ----"\ ........... H.W.--,� ---G.W. EXTEND 1/2" H.W. Ir--G.W. 3. HASTE AND VENT LINES SHALL BE GA ST IR N NO-HUB ABOVE > 0 `�I' TO OTHER LAV U L S O O B BOVE GROUND, PUSH-ON JOINT WITH NEOPRENE GASKET UNDERGROUND. (VTR) VENT THRU ROOF > d- C7 INSTANTANEOUS INSTANTANEOUS : , -/-H . 4. A/C CONDENSATE SHALL BE COPPER DWV, INSULATED WITH GIN 1 revisions: WATER HEATER-- WATER HEATER-..� - I" THICK FIBERGLASS INSULATION WITH VAPOR BARRIER GOLD WATER L NE — K2 a o IQ QI o AND FRJ JACKET. , = 1a ,, J .,is J 5. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES AT EACH HW HOT WATER LINE E fb 51 PLUMBING FIXTURE WATER SUPPLY. 6. FLOOR DRAINS: SAN SANITARY LINE FG \✓�_2„ TRAP i r--Q- �-2„ .TRAP RESTROOMS: JOSAM 30003-A-50 W/ NIKALOY STRAINER AND CLEANOUT COVERS: WALL - JOSAM 5600-SS. V VENT LINE checked by: 0 0 NCO 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. b 8. ALL PLUMBING PIPING SHALL BE PRESSURE TESTED AND CHLORINATED PER (E) EXISTING dawn by L. �- GFI REGPTAGLE (BY ELEC. CONTRACTOR) �� J-BOX (BY ELEG. LANDLORD'S MANUAL. -- Q. CONTRACTOR SHALL PAY ALL FEES AND RELATED CHARGES FOR PERMITS, (R) RELOCATE date: FINISHED FLOOR FINISHED FLOOR LICENSES,ETC. REQUIRED FOR INSTALLATION OF PLUMBING WORK. 02/08/2010 10. ALL WORK INSIDE THIS SPACE SHALL COMPLY WI TH LANDLORD'S (PG) PLUMBING CONTRACTOR sheet�: ALL L PUBLISHED SPECIFICATIONS. ELECTRICAL CONTRACTOR SHALL BE (GC) GENERAL CONTRACTOR P 1 A INST. WATER HEATER D E T A I L RESPONSIBLE TO OBTA I N A COPY OF THE LANDLORD'S SPEC I F I GATT ON5 FROM THE LANDLORD'S TENANT COORDINATOR, P SCALE.NONE OR OTHER AUTHI ROZED LANDLORD REPRESENTATIVE. (V13) VACUUM BREAKER arch.project: