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9510 SW WASHINGTON SQUARE ROAD STE H-1 r 71- JW t 166umr C7eIte L Landlord (Landlord Contractor) L - Landlord (Landlord Contractor) tr INDEX ..►`Specifications T e Tenant (Regis C4,tiporatiom) Specification8 !� T ■ Tenant (Regis Corpor&Mon) � , ,;�tiut p - C Contractor (Tenant Contractor) C ■ Contractor (Tremont Contractor) , it=;n0III 1� 40-1 bt'MICA ICATKJIdQ� AND RAI•. NC'EO 01. GENERAL RE UIREM TS 11. FIXTURES CONT. A-i PLC 01111 K AK 1R19". 'RD CNIL114M PLAN Permitson n mu n oom�_ occor nce w o o�w ns_ es• _ _ Jaz n® ccs on le w4 wamor - - - m r s-r o e ureal m n e cu Mures. - 4-2 EI IIMATIA41k 2• P�'� +^a ��--._.-_ to submit performance and lobar and motorial bonds to Re��or to_ca_nstnuction. 4 required P o i t ►�ona�.��--__ b )_i7. Permanent ShshAng _ • _ f 3 x 7 -6 'White Nslornine stomp room sheadnq II fixtures. __ 3. inspections ff- -t ntractor to schedule all n-_ !Lien In. )eetions and be ALAu a!I ir�ecuonQ No _exee tions. - 12A. Permanent Shelving 3 x T_'!i'^"�Miite Melamine tiara ra�rm ehaNf II fixtures. KD unit requires fie1G adjustment contractor. A-3 MAII_,b - -- -� --- -.__ -- Z )13. U Shelving O 4'wkie x 38'hl h x 12'0�p-"White' Moi:::^'�wl upper • IvIna by Mvcul. flodures. 4. Temporary i t necessary, include Ire bid_price. - - - -- �_.__ � �_._.- _ S A-4 bTCSl�'fd'JNT !'iETAll� -� - rnece*so trrclude In bid price. -_- 14. Retail D1spkk rq Units __ _ _ _� 5. Terrporcary - �._- A. Bullet Rack Round lasx dl w Maple finished c I.- and finished bass supplied J.R. Jones fixture cu. usar bled contractor. -� 2-1 !�l_tC11RfGAt P'L�M:,LtdIITIi� PLAN - 6. T_em -- neenw mall rs9uire menta. Include In -price. _ ------- 9 _�°� _�_ ---- -- ., _7. Clean U on to be cleaned contractor before Regis coordinator arrive*. No Eire ons __ i I- B.- Oval Class Ol I Oval dis�la�r w Ma fe ttniuhid�oets flrri Cher�fi fished hose supplied Jones fixture co. assembled by contractor. --_- e __ -. -- -'�-- -- -f� - --- - 'it-1 HVAC I"I Fl..1/"'li!MNG P'LIW ____ -p iw_- - - I ) C. Ural Wire Grid Die • Oval wire and dim f w Chrome finish w Che finis base cup lied J.R. Jones fixture ca. S. Inrurona. brmft certificates to R�s�rtor to construction. No_t:xce-_ptlon�. - --- --. -- -- - �_-.f?ate`, � .�_-� 11 ... - _-1--------- -- --- T)_'- -�f 'dPlay Pro-Finished Gla le swired unft by J.R. Jones fixture ca. Installs contractor. it 0 P'Luf'7>DMat N�`6d'1®9 Sim WORK - _ -�-_-- --, -�!_. -- 1, Decmoiltion elrn ow nn_os -n co o: - n- c r ma s vi oor�a�v:ns, or o _nQ�� I ) Promo �tra��t V Pre-Finished-Prornota.al dlm�a�r w ma had ar►d Chsny finished booi_b-3r J.R. Janes f!xture co. Assembled by contractor_- o e AL S�ors ret_- - --- -- - --- -------� - _ _- -- I ) F. Free Stands Display - Pro-Finished Fres standing display w Mo ie finiet w seitwFies by J.R. Jon" fixture co. Assembled by caotractor. _ - 8- Intrr- ons Shaded walls Indicate existing to remain. _ - - _ _ � _ Stor�oin _Advert.- Pro-Finished stand up advertising dispi w maple lint posts and Cherry baa bar J.R. Jona fixture co. Assembled by contractor. •. 0 Al H. Wire � 0 b Pro•-Finished die a w mo le finished and tinished bow J.R. Jones fixture co. Asoembisd contractor. - _ C. Cell O �,-3C F1rs. _ _ As noted shown on�IarN. -__- -- --,- ___-._- - - -'- ---------- - -� - _�Y_�-P_ -.�°sts C ,._.- �---_-_.-- -- __-.._ -_. GENERAL NOTES (W ABLY) - - - �i FURNISHINGS _ -•- __ -2. Exist E _ oriel: __- To be removed and_o aoe�d_of ar volva03. CONCH b�controctor. -_- _------- --'- - - r - -- -- ___ n�_Vic+ro corn _ req c o r w se _ _ : -� n_.. 1. Contract documents to be utilized for the pur;ooes of this - - c - x we__ aro o -- _ -_ _- ) 2.-Stns Chairs • ~Dscoro 5H-G78 Shames chair with gas piston, airlift UPH: Doug. Ind. "CronberrY. " _ r 4 ist. 1. Concreb St �- _ _- - t-) 3. r Chairs • RC-074 choir w block 3 Int baa no swivel block nylon glide*, UPH: Dc Ind t19 Crani a �+ ' project will he AIA Documents A101, standard form of - _ Soli mons ors r aired Lc�.ndbrd• --- r 1-----P°- �--Q--� Doug. Ind �--�--�-- -- 0 � ogrmotent between owner and contractor and A201, general ��' A. _ F pd - n9 °q--- ---- -- -`--- )_4._ Desk Chair O _Select Seatin 4156 w 3-way cont%f mini Peart tae chair, (Black base UPH: Dou . Ind. 89 Croi 4- condNione of the contract far construcifnn. Int. B. Va Hier 8 mil. _- -_-_ _- - --- - 5. Reception Chairs RC-074 r chair w block 5-point baa no swivel black nylon lidos. UPH: Do Ind. N 'Cronbz 0 C. ridx Patching- Am required and/or shown in the playa includin all caro drilling. �rO -L - --�I---Q- ---�-- 2. General contractor yhull pr�ovldr on-site oonstructlon hone. - - _ A. Stashed Woeher�Myer • • Purchased locally 4y Re41s Cu-p Elrctric Gas - - --.------------ 13. .-- ---_--- •---- One half of total cast to be paid by tenant; one haft by -13. SPECIAL CONSTRU ------ G.C. Tenont's ooet shall rot exceed 6150.00. - - -- - - 14• e 3. Each contractor is responsible for obtalnsng all necessary - 1. tool _ _- �- ___ _- _ _- ---_- _- -METALS i3.ot MECHANICAL 0 f� a exposed or al rapper a nw s o ce ons .en. NoE=6 page.). building irsrrilts, licenoss and cortflcates of occupancy. - 2. Metal - -- - _ -_- met_ n -A _ Mechanical mu rn catalogue n rm on on un o_ m a Copies of permits are to be posted prior to commencing Wet. A. e d _ ---_- _ __-- - -- let. A. Electric --_ O See E_1 O MP-1. _^-�- --- work. One approved eat of drawings shall be kept on the B. I rlpr Sic *front 3 5,/e' - -- - _ - - - prsrrless at all times. _- --_ - B. Coe _ -- _-.- ----- --------- ----- --- -- - _ _ 3_ Furl C enrols _ __ _--_ _- � -- C. Condenser 4. Each contractor Is responsible for the contunts of the Lease - A. , CoiliRo O Ceilin sus- neton and 5 S firecode gypsum bocrd. 2�_ Font Agreement between ties Landlord and Tenant, rs It relates _ B. I -_ _ 1 1 2 if as aired . _ _ - _-- - let.- A. General Exhaust Penn_ Zs model 25-r, or ap)roved a ^� with back * damper. P.C. to verify cond»lon. -to the construction and insurance requirements. AV 4. Roofto ming HVAC _ Angle iron nu its_ w Lon dt oral_ ulremenb._ see MP B. Dryer Moos4er • Knnatflakt K-6-M booster fan, 150 CFM. 1 20 H.P_3 S.P., 2�d0 RPM. i 2OV 1 phase. -_--- - _ 5. Glazir em mark Co. '1Nallm_alar'- w 21 Br-brushed stainlip finish. clecy dlico a abs both elder O on soffit. 3. Ductwork • Smocna Standards. AA ductwork to be sheet metal -- - - 5. AN lnetulkitfans shall comply witl. oN local and notional coda 8. Glozln 1 s • Stainless Steel Glory ctl lded�b rr J.R. Jove* Fixture Co.. _ --�- ist_ A Insulation ---_ _ Se* MP-1• _- _and with the reWirements of the Landlord and Tenant. NI worts - 7. Trim er ---- • mark trim malusr 1 2 x 1-1 _2 410443 boa and 310213 end ca _�-_ Ist. B. Heating --- _ _ M shown on_plan. shall include the cmi plctlon of such astaila not mentioned or --_ _ I--_ - - - W--o Chown which nye necswary for the successful o!�cro+len c+f oil 8. Crown�rmp O Bnwhed Stainless Stssl Stylrtsark Trim Maker 218 110214 2 / 2 x 4 Crown Molding�up�lled by J.R. Jones Fixture Cry. _--- ist. D. Extractors --_ W shown on pion._Not to excesct 5-0 in length. - -- - let. D.�xtroctoro Wherry shown for-oro r air flow. - ----------- - sy:?ems shown. - - E. Seconds UntTro Mount r detail 7/A3. 1. Roug_h _ _ wood mom req. oc r� s n� moor_-cam or flee r _en � 1 - Secondary p_ • _.t -_� -- -------- 6. Contractor or subcontroctom v1shing to substitute materials A S+ rant Froml _ As Indicated in Detail 1,A-4. 2 A-_�, �A-4. and 4 A-4. __ _ _- �-- _ 4. _Grilles, Registers, Diff. must submit two setA of *h orr,wirige or spectfcationa to B. Station Mackin 2 x 8 softwood. To be ran-caro-b fire treated. saet0 A-3. A Exhaust Register - 6 x 6 Titus, 4-F5W AG-35, off white, or _equal. __- Regis Corporation. (No Exceptions). -- no•_-' �T -_- -T - B. Exhaust Grilles Aluminum core Titus 5F-ML.R, off white o�ual. See -1 for size._ - - - - 2.-Finish r�sntry _..- - _ - - - -- - __ A. rant. -_ _ � C. Linear Diffusers � Titus ML-37 linear 1 2 slat, 3--w slot 4`0 IonQ su I diffuser with Titus MP-37 plenum. 7. AN work to be guaranteed for one year or according !a 1. column • Pro-fab. Pro-Finished column w Cherry staln w Stainless Steel strop._ 8_y J.R. Jones fixture ',.o•• 1 A-4� _ _ D. Supply Diffusere O 24 x 2- 4 Titus-TMS 4�e 3 frame oN white, or equal. - -- _ ml.::�ufocturrr A quaronter, whichever is longer, except I y'_• ti - _ unit eompreeeor which shall be guaranteed fora minimum _ 2• Light Co • _ P'rw-'fob light cove w/ showcase Ihts fainted rk Ruby finish by J.R. Jones Flxtt�%,Co.��see 2 i►-4.i- -` _ - E. Return Grilles - - Tit Q9 crate', off white. or e�uala See MP-1 mtze. of five yearo. -__5_ Plumbing No ex PVC or exposed car allarred- by Regim Co Na Exceptions See Gen. Nate 11 this page). -_ Q ------------- --- - 1._ Mem Roofing-- an Insulation an req,1 _ , _ ---- 1st. A. Water Una _ Co er with_1 insulation in walls and above ceilin - 8. All Sub-Contractors aro to rvroeive full o�kln�r :ruwings from 2. Roo! isErarton _ Twork and materials Landlord roofer at Tenant contructor s expense. Include in Bid rice. _ - B. Woeb and VentO I P• Z-"wn on plan. Contractor to oupply and install waoI vent and finish materials up to Regis supplied fixtures.- the General Contractor for Bidd6ig and Const Motion. let. A. W to Vent _ 3 diameter through roof. See Plumbinglar, MP-1.- _ C. -To-tsr T See MP-1. _ -�- �- -- _ D. Floor Drain M 3 Josam 30803-A on rode or 30003-A above a with dee seal tro . and F-4 funnel. Must be flush w finished flooring. E. Wall Box • • G -G CO. - 6M-T15�01;�. B. Dr,#r Vent 4 diameter through roof. Sse mechanical plop MP�1. _ -_ -�--'� Q--�- -�MECHANICAL t ist_ - C. Su-� Ser mechanical melon IdP�1. --�- - -. _-_ -- - I IriH,QN IAA.. NOTES S ((F ASL Y) D. -R rn IUs _ Sas mechanical Ian MP-i. - -- _ -_ _--_ -F. Hair Interceptors •O - 1-1 2Catchall J-trop by Reflex Plastics. -- On all she sinks. _ _E. uet Vent See mechanical plan MP'-1. -- -_ _ --� - - - - 6. Plumbing Fixtures - - - - -- -'�-�--- - A. Sham_ oho_Sink-__ • Install on bulkhead furnished by R is. See Oetaii 1 A- .T91ac��r_. enamel finish. _ 9. Fire Camper all ducts passing i rough gypsurr, board walls or _�: non Home • e. tet, B. Water Closet American 5tcndard Cadet Elo ted water yowl,- toilet. 1 hi h bow! H.C. Color to be�'VMhii�-w Olsonits95 open front seat less cover. fired rated structural ceiling. st 1. Servi -_ - x -' re e o war roqulr nen _ tree or' to it sta new uminum t d __- _ _ - _ n9a� - - l - -- --- 2• Stockreo per _ z U-S'so cora lain sliced Ash door w/ Maple stain finish undercut 1-. Sup ed by J.R. Jonss fixture Co.. - wt.--- C. Lavatory�- American Standard Lucer- e �M}lite w 5'W2.172H wrist blade handles and poP"uP gnats i+.C. equal,. WInP Pi ip ng under sink- AN'I A117.1. 10, AN duct worts to be shoat metal and meet the SMACNA `- Hat-- -- p Push/pull ate finish: dull chrome Ives 1-1 2 !r - 4 x 4 him es, KI,.k ale- ul! chrome 110050. closer Sa ant Mf . Co. _ �_ lltl'II sink nbs lass laundrysink w Isvw stylet hot and cold wate handles. - _ _ standards. (No duct board allowed.) - _- - �_ -- -_- - ��_ - - - - -- -- _ _ Hardware finish: Dull Chrome. 7.� Water Heater Electric • Commercial Grade See MP-1 for capaci . _ O 11. Provide chrome traps and stops on all hot and cold water to - 3. Toilet If m Door 3'--0� x 6_-8 Soil cors Plain sliced Ash door w Maple stain finish_underc�tit `-Sup Ear J.R. ne* fixture Co. S. Sprinkler System Submit atop drawings to Landlord. include in bid_ rice;• nnect to existing piping, veru r location. each plumb!nq fixture. Na exposed pvc or exposed copper. - Hardw�1% - 1-1 2 air 4 x- Hingom. D8'71-620 Satin Nickel indicator doodbolt 2--3 4 Bockeat. lack Fa n, 407 i✓om sx door ato�la�r Ives. - _-9. The_rr,ostat _ Soo MP-1 for sequence of operation. - 12 HVAC cant _ S. Parker SL8160N26D HD Passa_Lee_oat. Finish: Satin Nickel. - _ _ -_ _ 10. Gas Una Instal! to meter location. Verify distance and routing with Landlord. _ •4 (\ actor s l Identify rooftop equipment with Tenant's - r-Q--y D -- _- c•-f Home aria room number by means of point. tog, or engraved _ 4. motet Door_ 1 tr - i -8 x 6-8 ful louvered Plain sliced Ash doors w Made stain finish and scut 1 . 5 fed_ b J.R. Jones fixture Co._ 16. ELECTRICAL - _ --- plastic tag. Ho"w re� 8160N dead bolt b�Schwaq�.1_1 2 it 3-1 2 x 3-1 2 Fifnges. S._Niiiker 4iL81 60 H Dummy roller latch-chrome & chrome head pin on - _ -- _ - - _ _-- -1 _ - - - -- + - - See E-1. From Elec. Distribution room to 'Tenantspace, mainin conduit b contractor. _ Q 13. Rooftop equipment to be bolted down and capable of with- ro lot. A Conduit - - - -._ - - ------- 5. Stormfe�Doo - - _-_ ---- � -' _ - _ �- _ ist. B. Conductors Se's E-1. Service voltage: 480'1!, 3PH, 4W- See Gen. Note 14. this _Qe Clf� standing wind load requirements of the city and state. 1 - •tch s do CD-1 push u!1 hardware S Dior ist. C. Wain sco-•nne See E_-1. -- - - � - - � E- Z OpenI for rooftop equipment *hall be supported by moons A._ Quo Doors Frora.oss �2 glass tem entrance doors w � haMwaro 51.1 h Tock 317_t�l._ h flon� �a��-� _- -- -Y - -of angle Iron supports. (See Landlord support requirements). r_ st {�S_�,B_„P sale with center housing), 1 3/4 x 6 h9h (s) square cont. baa and h►.ald_open I'll Release to comp!y with U.B.C. A h . let. 2• Motor Socket for meter or check meter. See E--1 8. Glazi � 3. Panels __ _ f- -- fished tem mord clear glass. Set in S mark Ca. wollmor irystar►i.�aes d 3 A-4. _- ' -- A, See E-1 and sere General Nate 15_ this e . Now Directory cordo must be typed. No Exceptions. EL CTRICAL NOTES OF AFIMLY) 7. Miry 1 4 Machine Factory polished edge. Install with mastic and brushed Aluminum'mold top orI and a bead of _ _ 1st. B. 'L' -_ • See E-1 and see General Note 15 this s . New Dirwctory cards be tied. No Exceptions. E.C. to F �C I all new breakers In panel. --- clear itlieons O bottom on of � mirrors see detail 1� - - 4._- -- XX KVA d type 150 rias 48OV to 120/209v. 3-Phan 4W, 14. /191 vim mhall be r Insulated for 600 volts. Minimum wire _ -- _tee _- 3. Switches_ size shah be 12. NI wiring ohosl be «ncfoesd In conduit in _ 1. u B.aand __ ibl.____A. _Single Pole Hubbell CS1221-ivory with stainless steel cover. accordance w tfws latest notbnal ar►d {coal electrtcat codes. 1 A ice- s� _ rpe- -- seal air fig up deck oil demising wails. Skim aoa cut. patch ce reQuirAd to prepare walls or new nis_he*- _ _ M. 2 Pole _ Hubbell CS1223- with stainless steel cover. -- - _• NI 'oondult shall be concealed within the building construction - -- 6. Du x 4- ex Outlets See General Nnte 17. with the excaupten of orator and equipment aomnsctlora. No _-B• I or 5� 1-hour rated. _- - -- _ --� - �� i -- cording shall be run exposed without the approval l s. N r 2. To amd Spackling Use proffer earner beads throughout this project.- - -- ___ _A. Wall _ Hubbell CR5362-Ivo with stuin`sa,_nteel cover. _ "'"""^"""'"' d) n Corporation. -3. Acoustical I C_p - _ -- - - B. 4-Plax Floor _ _ Walker - Walicerduct 523D 4--Plex flocs box, brushed Alym. finloh. Supplied Cttili hts. 0- r -t-- �_ _-�- A. II TNe 244" x 24 z 3 4 Beveled-_Togubr edge '1911 utttma whfte by Armstrong. Cbse A flame agreed_ U.L rated. _ _ 7. Uyht Fixtures_ All 11gSmt f[xturoe supplied-�1 CitfliQhts 15. P'arefm to be surfooe mounted with hinged and latched door. B._ 1 Qfid 15/16 Prelude Matte Whits U.L fire rated map grid system by Armstrong. _ A. Fluorescent _- x -- tyF+d directa7r cards. 10.000 AIC SYtttl koro orad be equal C, Tile 24 _x 46' x 5 4 Arm T�ular add 704 CorG��a-�_yytiReot,ovMnstmng. Class A-flom�spread .L rated. -- 1. 8 Downl ht • 8 horizontal fluorescent starlight. Juno CH8-226Q-850G-MIH w 2 F28DBX SPX354P LAMP. -__ _ to Sauer+ 'D brae NQOO #VI 2 and 3 pole breokero shall be 4• R 2 Floari - --- 2. 80 Em envy • 8�r hoHzontal fluorescent down ht. Jura CHR-226Q-BSOC'-!MH ?Z ems en ballast. w 2 F26D8X 1--93514P U1MP. -- --_ common vip, Breakero to bolt--on type. - �__.. _._--T---r--- - - - c �. es -- -T� A. fneoot the • 4 1/4 x 4 1 4 IC-114 Almond w041 tlx 79 S.F. w bull pcs and base 80 - I.C. Brites. FumishoI bb r Kate_Lo. _ _ 3._Shoes Case L�hts +4R Garc�r_ 071 lamp. w,r Ballast. Su lied _J� . Jones fixture co. - -- 16. No e.ondUft shah be run through HVAC ducts. Mil ssl:inq - out: -- ''e 551 . ow its lateac modified wall rout. 1 i 8 flush Joints. �T_- B. Track____ _,__ - - __- -- _- -- 15(P compound Ahad be applied to the threads of all couplings. _ _ � ^-- -- --- -_ r - 11@ SP. )M.- •rt Porcelain •' ' 1 4 x 11 3 4 Plemrn rag Astrl AlWria matte . tib. - --__- �- 1. Una Volt s Track Juno line voftag 'VVtrfte iHYYFi Delta 200 fixture - 5l)watt r30 lam . #-- 6-01 E]ectrtoal equWnent ttiratl tae U,L apprnwd and commercial - - al �• ?.. Low Volt Track Juno Flex-12 track em w Juno low voltage 11 SL Flex Delta 200 Pendant w 11 stem alt 1 T528 12v 50 watt MR16 lom�- grade, k�condesrrent s.Wl►b fixture w!rr shall las m e rated. __-- G _ romsnt 373 obs Pour1 non-sanded rout w roment kAox Conbactor_ 16 --_---___ --- °Se --- [� -4- -w -- S5 PC6X. In life floors • 1i" x 24 it Alabostm Nose matt.c po_ra. file 517 E�ieois x - 137 Square F�i� - ----- -_ _- _ Transformers by Regis, ase E-1. --- --- _ _ 17. oW duplex outlets to be 18' to center of outlet from finish - -_-- - roment 321 'Summer Whoa vanded' rout w romont Lat=. 1 frush nts: st K tiles s shown. C. Incandescent -- - - Moa ex opt as nated un electrical pilon. S10ock room as noted. --- 0-- -- ---- - °��---f----- �- -= _--__ _ -�_-� 1. Nall Mount • Soo Gull 8004 _fished Chrome 24r X 4-1 2 fixture w 4 40w max, lamps. See detail 2/A-3 for nmunOng heigh s - - --- '" _ Juno IC21 247C-WH Shallow housing- recessed 1 wt h 1 75 wett-par 30 lamp. ri 18. Tenant electrical contractor to provide etc service _ 1 Wood Dasa • 4 shined wood base w/matchM�3/4 quarter round w Maele firdsh furnished b,►_J.R. Jones �ixtur� . -_ _ - --_--____ 2._ Recesseu S • - - cp grounding jumper wire at water Tatar, Installed per N.E.C. 2 I Z H 3umm -'Stone 8O 4" vi wale 5u led J.k. Joss fixture CO. 3. _Downlialit !ab Ca. H7-426 +.rlth 30 Watt Por 30 G.E. Halogen Perfarm,ance Plus Narrow flood la_m Facial Room Unl�► - Q __3}_Gbtin _ 5'tyAmnrtc Co. wallmaker� 8 hl�h hose- 218 -Brushed Stainless Supplied J.R. tixtu I Co.- ---__ - D. Exit _ _ • Ca ter C�EDG-I-R-SP-CR-UA-i C-WH. With Battoryrback--uR�CeiIinQ mount 120 volt . f�1,; mer us 2 finish coats to all nted areas. - E. Time Clock • 24-hour Timeclock. Toric model or approved_e�ual. -_^--- - - _ -` it c� GODS NCO --- - - _--- /� Martin serwur 44-3 Shadow". _ _ - _ 8. Telephone Outlet-- -- B. • ® ' ��_2- T- _- _ - ---�. - - -_--_-__ ___ A. Hoar -! �' Walker - Wolkerduct 501 Al door Shona box. bn»hod Alm• finish. Supplied by Citil�h C. T Martin Senour 101-3 -n�-oli bale semhgloss. T� Wrl Wall Outlet with stainless steel cover. 1� -6. T Ing _ _ _ OFFICE �_OP r`� t CP�I►JBTIrii%TIC7N T`!'1 IL-E'! _ D. mer ShI ON pu mer meahr cn all fainted and walicovered surfaces. _ _-_ - - ,------ - 4�. Y ''L�4N LOAD, ^q 1 ohm) �� O�lZY.. A. Nhvlkcverfn� Komaml studtoe---Evans O Brown Nebula N421-41 _ rry� 11 21 oz. 54 wide furnished i t le ret l31JIL[�!1•ie*sr 2DiO3 f DL U�y)l�Ca(�l AM NTfr 7. SoNd urfocae klzew Wlearmmt Gibraltar wild surface 1573-S1 White'. AAEA OF 11RAt s C T i'�7 i+TI�►�I@ M ECA4ANIr..AL 2dW5 UI W,nO�N AP'71tiND NTb _ ELECTRICAL, 2d"b NEL. W AP19CO IENTB --- - n rs to q--oo e. eoe _ I'1Al_L= _ i �s1.I�''r!lf13Cs+ 2�OS u -A. • 3 -�acrison letters rade Secret• la�o. Supplied !moi J.R. Jones fixture cow-bar-Contractor. Mount O 24� " a.f.f. to bottom of Gv chic M,C�04 MANY �2.-ToW Aoosse win - -- ----- -- --- _ W.4F�i'.1MTC7N 8112"RE i115f1 � i PIPE$ 20M llea - A. - e Bobrick B-26x0 surfocaaanointed disQsrasir._ 21112 AC,.CEWSILITYs CHP. 11 OF i.p;C�. UV __ towel Su lad k is fixture se* 2 A3 SA A M NI Custom hardwood from w mirror pro-iristolled fixture so. (am 2/A.3) _ -__- BANTA iy1C00111V CAS ef2A4C'"i sillim ..:.. ., Pi1!!�-R'sAl!= 2"3 HT-- �-�"6'S CSE j-� - _ RC -rxrn 13-6' hook u by strip. Mounted lndde of room-*--5T--'II A.F.F., See an foc• s. - I-01RI dT �E iNAT01� aver sa w�san sAe.�e'srs Iffy � LU LtJILDMCe PEPARTT"1!'.'rIT ElIC3'-F39-4f11 -LC. 1x3 AI�00 Ceramic tow paper holder bar Kabs-L . to 'rdl. �fstde side _2 A3-'f� -- t ORfNA E8C.0©EFt�d _ t- �_- rr Hondd _Grob Bars to _ w_fth ail Stats and Loom ADA oodep. FX: 310-95121 , `"�'r'''" t s _Se* -3. 1 } ';,. 91AAVETIO 0 LAR* shell w rhe--Z-2T�ln7b Tem e a textured iomiligN.. lnataNed cofibuctor. detol A3. See n for location. ` -�-' -- Cabinet w Nsvrsar -x-2f limber Tern_pero textured ktralsob Coontroata to mount to ce1N 5e*_2/A- 61 3Y1'1 f301.. KEY _ Lamkatsd Ham w Nevamar -2-_?T"Umber Tem_�era�iomtrabs., by Mycull Fixtures. --_ _-- --_ _-._ WON z --�• ___-_ WdI mounted O 5-6 A F.F., _b�`_Re _Fhdws Ccs, See flan far boottons. Su�ll _ ham.r J.R. Ja s tfixturti CO.--- - - T7=TaIIT 4.-P1o __- --_ r _) A. 22 r x n _Fla r cleat to be mounted 4�6 abaft fhxlsltsd floor. n_Mebeai MtWt by T.C. Moldln1. Se* el"i6iw for locotbxa, _-__ . REGIS CORP. rhsrmetal Stairdsm fisc) finished_ flyp�iss wj kwwts to be 1 Will on t�xtureel arovWed boo J•R Jcnee fixture Co. __- M2m1 METRO IdL. MK 5543% 8. Fire _ lfrlb. AibC fireMsh_er- Corrtror�o haw oertttled�b► - �- p1�.�Ji` MANAGER:- ELEVATION AtR= r TI{ • 11. FIXT11111111110 IlR4! s t --.M•�T tatR!!IRLn _ w R-Wits Oots J.R* clones flxtvre m _ � Y �3 FXc 4602 - 882-'91� ti _ppm �--la� -- _ fF�aNch.od ex+d • - _2-21 'y'jmber rern�ery Farninaibro O H--il1AOs Sia-Oats„ ce firtieh bq�MycuN Flaaturos. 7 Huish er absAalees pkft suricxai Fil-MACS _____ matt. nnl.h «rx*nt Sip`_ILd�b J.R. Jones nxturo co. a L)ETAIL, _ "_ w eaBd surfroe -- HI-MAKS Daus matte ftish countwtap. Sued y J.R. .Jo��Co_ - T Ma�l�1t - -moi +x _all _ � • +os�t r -�onele .0 OL Copper YeNasrc,frame and Picture see Interior�ievatflor» for ixr�rout 1_� By �m Nsvumar -2-2T 'Urm -? l�mmN,ats.- -A flxturve• ---IM�c C�►TWEiCJR1r _ _ Fasten all unF1I. _ -._ __ _ e bP Gt�i TiON ~1-Pa cart Caen 1 1 , 17000. contractor 10 as..rmb,.. b,► 11pia. __-- _ _ (L,�i111E '' LEVEL) V--. finish w Jags Photon Co., hreE.aNsd poratr,oat4r. Se* 1 A-i and sheet A-2 TRADESECRET- Space ff�.h . tJ.r�. nith . Co., t�»� . Tenant Names Number K01 Square Feet13�11y� s.. 1 A-i and sFmsit A--2-J0; �r,traW. ---- 1 �a�■rr��rir ''k' 9197'R7ti!.Wt7�11CM1Yb16N^l�it... .. ...... ,. r,e.,,_-..��N,.IR-'-....,.y �{.w..m...,a+,....•...�I�•.-.ww-.r�wrw ....-..-,. . -- ., ._-....-_ ........ ....,_.,... _.-„�.._.._.�.....-._.-, ....wlll�►.•._._..,......._..............-....._....-- ..... .1,... ver n, - v t a. A 1•; Y I ...., �� e 1 ,., ...f,.a•..- ...,, ."44 ,. �. ,,-, r STI a. 1 € I�.EOIEILI3X M:k d a IC3 1 1 t 1� 14 Ib I� t I '� 2 V 2 ... ,.,1 .an..6r k+.Lw -s Y . .,., .r... �> i ,r.,44. .. (._.: ,. .,•.. 1 ,�,k:.� r.,,,+'. ?,.: ,.. ,,, , ';"•,. �:.:'- 'f'j, IQMIB►I l;UI 28 27 2S 3r] ,. :s;r: , ..;n ,. ..;-'•. r :;,,Sel. t ,. ;'...<v -:....., } .,., .;,,„f,e , �. t,;. r � r�.`�' t •,k.,i' t ppa S l u y F" y` ,..,. .., ... ,.. «, 't. ,..., ', ... 1 A � z i ,..a.. !., ^�! 'rl•r.,r:. y'� Ai .,!. M' 0. i ..:y.,, 'Vr?lleypµe.-.+ .:. }. t�.'..,x�� t � i�n k. ,�'� �,��';,r '�V�' fi rF�' � R %' ,r>� ,�ti.��,t- V?;, f ,',.1 a ip(:s''r.'; 1'•: i ,v �Y ,.•.r 1 -. .. .... ., . � r.. B r F" MEW - C!�9 X18.3 Isms pate SEE LIGHTING PLAN ON SHEET � E-i FOR LIGHT FIXTURE PLACEMENT AND ADDITIONAL IW-ORMAT1Ot1 I LEASE L INE a. Q �(� tT HE 1IGHT _ _. m GE IL INCs NOT �7 i" �( PTO'IM ASP. - --- - - C -- - -- -- - * CENTER TRACK LI sNt+ OVER TAIL UNITS AS SHOWSF. DO NOT SCALE OFF CPLAN° ` -- ---- - -- ' i � NCS Riw m DO NOT ALTER :-t" x 24' CEILING GRIDS FROM DiMENSICINS 8+•k>04IGCENTERED * # LIGHT FIXN TURES /. ✓ 5PRI14KLER HEADS ARE TO DE CEN ERE`D a - — __— � I t 24" CEILING TILES. o 0 I INC W/ COLOR "A". SEE PLAN FOR PAINT - ---- ° * PAINT TOILET ROG''1 Gl P ice. GEL ( 4 DOLOR FINISHES ON RETAIL ARE SOFFIT6 At•'D COVES. 5L/ — — Q — _ e ilu 2' x 2' LAY-IN } " CEILING HT. + - - - — - --- --- — AFF. 1- I = a — V -- o ' d cD ¢� o - o oo I r r GENERAL NOTES � - --- - � ;. w 2' x 2' LAY-IN ! # CONTRACTOR TO DEMO EXISTING STOREFRONT, FIXTURES, FLOORING, LIGHTING, L ' -� CEILING NT. � ^EXI$TIN3 --- _ --f- /•! I "� i CtYP. Bo c* Wo ':. 1[1 _— -- -- --- -I~ ! 11'-(d" AFF. -- // SEE DETAIL (3/A-I) CEILING ANL INTERIOR WALLS AS REUJIFED 'f0 BRI" , SPACE BACK TO EMPTY SHELL. HT. • 9'_0AJrf. FOR ENTRY SOFFIT PAINT,GULOR '�Ar.~:, .' ,., o 0 0 DETAILS # G1 IaO.rUl`I BOARf> ON DEMISING WALLS TO REMAIN. (VERIFY CACINDITIONS) SKIM COAT, �• - \J _ CUT, PATCI•I, AND FILL AIR TIGHT TO DECK ABOVE AS REQUIRED PER CODE AND A4 TO ",""'; :.;.°• i __ PREPARE. WALLS FOR NEW FINISHES. ^T•:.. '''.''' : ,:� ; I -- --- _- -- CENTER 24" CEILING Z4 (2 n w 11- � 1 # PROVIDE 2" X &" NON-COMBUSTIBLE WOOD SACKING IN ALL WALLS WHICH ARE .,•' '.: ` —_ _ I TILE ON 4'-m" GYP. — C'E8IGNATED TO HAVE STYLING STATIONS, CONTRACTOR TO FASTEN TO WALL WITH f — —__ — _J_— O Cin. CEILING AREA. CONSTRUCTION ADWE61VE 4 FASTENERS EVERY H" O.C. (NO EXCEPTIONS) (SEE DET. 10,A-3). —GYP. BD. SOf�17 � � �. � � • 8'-0" AFF. � ,.. # PAINT C PROVIDE 2" X 6" NON-CM5USTI5LE WGYOD @SACKING IN ALL WALLS WHICH ARE ----- --- _--� — 1 COLOR H O DEBIGNATED TO HAVE 8HAMPOO UPPER CABINETS. CONTRACTOR TO FASTEN TO WALL WITH 2'' x 2' LAY-IN - - - - —� CEILING HT. • 0 CON8TRUCTICA ADPEVVE I FASTENERS EVERY 6" O.G. (NO EXCEPTIONS) (SEE DET IC/A-3). 10'-0" AFF. -� do # PAINT ALL STOCK ROOM WALL$ GOLc R "A" I -— —^- Y -- — —_— _ O o -- - ' i - I _ # CONTRACTOR TO APPLY 5WIELDZ PR.IMEF' ON ALL WALLS TO RECEIVE WALLCOVE'21NG. WALLCOvER ALL ALAS. l DO NOT CUT AROUND FIXTURES). ------ -- _ — - - - - - -� - �- - - =^ a� :• - J ' # STOCK ROOM TO HAVE VIN' SASE. (SUPPLIED B7 JR JONES FIXTURES) ` f� L " IV" AFF fl t 90'R ,` _�.;,..,, !!►AWT.COL01�."A►. # CONTRACTOR 10 FJRNISH AND INSTALL HANDICAP GRAD BAR°$ IN TOILET ROOM. - -- GYP. BD. SOF'cIT MOUNT PEK LOCAL HANDICAP CODES. • II'-0" AFF. PAN COLOR "A" # NO EXPOSED P.V.0 PIPING OR EXPOSED COPPER PIPING ALLOWED. NMI ro (BOTH SIDES). # CONTRACTOR 70 INSULATE ALL NOT AND GOLD WATER COPPER PIPING, INGLUDIN�'e WATER HEATER LL FLUOR°GENT fLJ f�✓ * ALL TILE SUPPi-IED 19Y REGIS FIXTURE CO, CONTRACTOR TO F;ELJ GUT AND F^OLISsa Lu1,IT FIXTURES TO BE � �o- 24" 241n 4n LEASE 7"t'P. 24°' 24" 24" LINE ALL EXPOSED EDGES AS REQUIRED. CENTERED ON CEILING TILES AS SHOWN. STARTING POINT FOR * FIELD MEASURE SHAMPOO MIRROR` ON SITE. DO NOT CUT MIRRORS FROM THEE � STARTING POINT FORLAY-IN CEILING GRID. DIMENSIONS ON PLAN. (FIXTURES MAY vARY IN SIZE). LAY-IN CEILING GRID. FROM FRONT TO BACK- FROM AC FROM FRONT TO BACK K .. # C�CINTRACTOR TO F 4 1 GLAZING 1 GLASS DOORS AND OVERSEE CORRECT LOCATION. T Aw I lirI INCA FLAN t/4" . t'-®" * DRYER UNITS ARE 'FREE STAND IIdra" CONTINUE WALL FINISHES BEHIND DRYERS. �'lr•EV D C DO NOT INSTALL WOOD BASE ON DRYER UNITS AND DO NOT NOTCH DRYER END PANELS. to w * CONTRACTOR 18 RESPON61BLE FOR APPLYII,Yl (J.R. JONES FIXTURES SUPPLIED) LOGO DECAL ON STOREFRONT GLASS. (6EE A-2 ELEVATION 644EET FOR LOCATION). �g �S 3 tu * ANY MAfERiAL.B OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY REGIS PROJECT MANAGER WILL RESULT IN REPLACEMENT WITH THE CORRECT MATERIALS OR EQUIPMENT O ~ " I � AS &PECIFIED, AT THE SOLE COOT T<' GENERAL CONTRACTOR 149°-8" * CON'iAtACTOR TO t° ANT ALL UPPER SHELVING UNITS WITH ACCESS POLES • time 11 , ,1 -t u — 11 �,� —r " TCP F�'R OTEREO "YSTEM. CONTRACTOR TO FIELD VERIFY SIZE LOCATION OF ALL STRUCTURAL �'-'S" Z1" 24" 30" 241' 3'-3"�JTI 3'-10t" 8'-P3" 4'-m" 3'-m" 3'-rd" 3'-m" 4'-m" AND L --- z COLUMNS WITHIN TENANT SPACE. REFER TO DETAIL 4/A N J w 11 1, � S�EGTIQN�EFROi•1T PLAN 12 11 11 I I 10 T0 - _ a 54 i loo 1 0 Al FLOORING NOTES LINE OF ;10i-fIT ABOVE-;;I, L_u -_ 12 -1 1 I 11 1 L. S ALL ROOM6 TO i4AYt PORCELAIN TILE FLOORS. UM AND f•,eEMON/E SPACEiR°a 'f1 I WHEN iNSTALLNG TILE FLOORING, SEE FLOOR SPEC. (1'i" GROUT JONT9) I ' # CONTRACTORS 16 RESP°ON" ISLE FOR ALL FLOOR P4CEPARATION TO ASbU1RE THAT THE NEW FLOOR 5/4" CHERRY TRIM FIN16HES ARID LEVEL AND ARE COS'tMETED iN A F"OFESSIONAL 1LIORKMANSHIP MANNER � 1) BD. ON BOTH SIDE fa � 1 t # CONTRACTOR TO IgIRN16H At!ry 4P'}"LY PCJ!®CELAIN TILE GROUT RELEASE PRODUCT TO TILER �y i 'TI fa TO iM1NATE THE CHANCE W/C WALL Ao -4� (6) -� - _ I I I BEFORE c's1�c7UTIING.F(XLOW MA"JFACrURERS D RLE. Orr L C"F GROUT 6TANING THE NEW TILE. 1 I 0 11 11 I I I ii °P T 10 WA dE HY DWrMNT LATEX ADD.TIVE. �v ALL Grew ALL GROUT, LATEX ADDITIVE AND THIN SET FURNISHED BY CONTRACTOR. 1 I FRAME WiGYP BD. ANG FRAME 1!J/GYP BD. AND * CONTRACTOR 16 RESPONSIBLE FOR FUIW15HNG AND INSTALLING M�'.LL FLOOR FINISHES UP TO 11 Lr, - _ 1 W.C. 147BA E INSTALL W.C. (CS/6A) 1 L SID _ SALON FLOCAINCa. COORrINATE WITH MALL MANAGEMENT TO ESTABLISH LOCATION. -1� 1 WOOD BASE ALL SIDES. W'?OD BASE ALL SIDES. 0 0 1 1 q eQ eQ 1 1 --\ �•_ * "6TAGGl?R" TILE TO CREATE "BRICK PATTER?4" AS S1'•IOILN ON FLOL-R PLAN. co ;t I_ e EXISTING - 1� * PC"GELAN TILE MUST BE INSTALLED UNDER ALL FIXTURES 4 EQUIPMENT J.10 EXCEPTION), a� .a ELECTRICAL. /x �\ _4_ �-- h Ec�UIPMEN - SEE DETAIL 2/A-3 FOR TOILET ROOM42 I i t _ I I - KNI°vHIEB• „ 1 ---G.G. TO - 1 161LE - I MATCH i I MALL 1N4;1 a rKlil _ + , 1 -P TTE I ' FINISPES 11 e, 11 � i 11 )SEE DETAILS � 12 13 - I � -.___' _j 6/A-3, AND 1/A-3 lZ FOR ADDITIONAL NEW TILE. FAINT ALL I 1 WALL LECGENO DS ISPENSARY R-OOM ® ( WALLS/90EL ANG-DETAIL DOLOR "A" 4 INSTALL A 1 J I s 1 \WW VINYL BALE w L - -- - -- --- - - ---- _. - - - _ - - --- - - --- - - -- -_ _ -- _ I +l SHADED WALLS ARE EX16TM a � Ex� -------- _---,__•__ --_-___-- Lu. '� -- - 1 _----------,� TO REMAN — -- - OF TYPICAL PARTITION WALLS TO ..._ TER"TNATE 63 A!lOvtc FINI13WED CEILW.* KD(NON- RATED). 11 1'i 11 ' • KNOCK nOlf14 UNIT TO BE FIELD C� MEASURED, CUT AND INSTALLED HALF WALL ( DrvT. 12/A-3) ON SITE LSY CONTRACTOR 3•"o" 41-011 ,3'-�" 3°�®" 3'-ON 4"-01e 4'-12" 3fd11 •----- ...�__._..__ In on 4�'—Q 11 51 411 1311 SO. FT. Ishost COPMD0R WALL TO BE (2) F?UIn RATRO, CC " IDL_ETEO QY TENANT G.G. PER MALL WO, w DETAIL 01-1..000aP, PLAN " ,Ft'ViM gWwwgra. ,xf9AY. .'MMC. _...,.,.,.,..,,:.,w-L•-.,.... _. ...-....,...w...,..•...,•-....,. .,.....�.,.---...,..,+nv►-,._._„. ,A.,•.c; ^r, ...._ _ _.. ......._._.._...:_..-.._...,_,.._—... ,....,-... _.._... ._.,,,.,, .. ,,........ _••,"•.....-."w, INO ` ��t . t I I i t ( t ti III ( a 1f t. ( i II 1 � � 1 III t II I h IIIc Illyilli IIIIIiII!IIIll�ill !II-I�-IIII1'aI-lil�iill i 10LEMOLT8TRr_. 10 11 12 1is 17 1is 2 E 26 27 2A 310mm.1 t-'m ,I w. e u" Ali:,;. „a- . ltJ. r • ... . .:_. - ^: , -r"..a..._wwe...,....w•.wii..._..r:v.mer....e:—...e�.,o,.n:....��.wlr..:n,....."'..:>y_.au......... .a,....__".-.......:�...,.,.. -._-..,.:,;Y:,..,,..._..._...,�,.:... „. .. ,11 .� .+►.__ - �_ .. .-. .�,...,.. . ."_.� l:P 1 ! 7 r a }R k� P P!q, :L': G�C.ie,>4ti.:, , _ ,_ ., .__..........-....._...<...,_,.....,.w.,.::....._.....,.._ .....-.._. ._ ..-.,.-_..-. . ., . .<.,......yY.. ...,..,:........,."..«........�a.+.;.a..'.;:rw�li 'i�.+��a.k�ww.,.._•...• _:`..,.,.:arriiiY1si.l11W -tifilYi.YwM:.Yw.:..+...y.r+ar+i.:...::,....., ....a:.neln'.,.a. n:,., ., ,.,»n. ...... ..,_..•.:.....w--...u........:rwarwrS"di4..ww.r•w:'.::..u:.,w4-.j.r.-a....-n. ..:.a+L.Y...w,w....w.r.,..,.:..,^:wi,u.,.,».Y::.ar4..•W�w.k.+....+w....Jw.....n...c.w1ti...v+..a:.-..,..w.+w.w.r4....n<.,...-.+.......:.✓.•..,w..ax,:4..ww._. Issues Data 5IGN D IMEN51�ON LENGTH: 9'-i1" --•-~----i NE IG-IT: 12" d� ��► CONTRACTOR TO FIELD CUT AND CENTER ALL GL.AS5 SHELVES FOR 11/8 FIXTURE � O NSA � %/JZET PRODU.:T I.D. SIGN l UD/5) AT ALL Fi1RNISNEG. BY J R JUNES FIXTURE GO. ��`` 'KD UNITS. GONTRAc:IOR TO FIELD CUT CzLA85 SHELVES AT ALS "KU" UNITS TO FIT. ---LINE CFD CXIBTMCs _ HE:+L'ER t9f=HIND L"dNpy.OULKNEAD OFd� d I LEASE D ® GL:AZINLa. PAINT 50FfITS "DEEP "GUfi'RT" 4 V LINE E - LEASE c:OLOF: A ® tL _ LINE fL/ c OL - - -- L = - 7 -------- a 7 '0 ® 1Is 0 _ — -- — _ _ - — -- -- - ----- - f7F 71 b 00F7T ot% IDOPA R OIT RE FREE STANDING. MIN 411 tf�tDM= e111 / // I N T I AND WOOD BASE ,a T 1\ BE 11ND UNITS. _ Ilk 1k gob WINDOW GRAPHICS O'ROVIDED (I ' I I I t it 11 11 11 Q o o 11 I5Y REGIS AND APPLIED BY WINDOW G I'�f-�FT 4 1� CONTRACTOR D LETTER WEIGHT 3" ------- LENGTH: 2'-43" L'+1�t --�'s" CHERRY STAINED TOTAL HEIGHT: "11/2" CX>4TRACTOR 15 RE5PON5!BLE TRIM BOARD — SIDES.COLOR "C" BOTH TO REPAIR ANY DAMAGED MALL SUPPLIED 5Y 51D.5. T�f-cwr TILE, NEUTRAL PIERS: ETC. !.R, JONES &M.M A'- ELEVATION V4" • V-0" Axx ELEVATION VW � V-0" STYLMAW. FLUUSSH AND EVEN 5TAINLE55 STEEL i� — ALLT'IIN— I "J" \ W/ UPPER CABINET MIR,--7P. E ~\ MOW MIRRC,?. -- 1 MIR/ ` 7 CONTRACTOR TO FIELD CUT AND CENTER ALL i'sLASS SHELVES FOR fl/8 F'xTURE POLISHED / ----Y--- SHAMPOO y PRODUCT I.D. SIGN (1@/5) AT ALL FUP•t113HED. BY iR JONES Fli!naRE CO. .41 MIF- EDGE I BULKHEAD STYLING '�" UNITS. ►CONTRACTOR OR TO FIELD L"!TS '10CL SSIT. ¢Q0 [:EAB OF11 CLEAT' SILICAA " % EXISTWA "RIJE�" LANDLORD AT eO t?OM OF \ �� "CURRY `` /� "DEEP 'WHi7E 0 YJ � RUBY" SHGGC�W" MIRROR -Ci K/ r \ r LEASE NOTE: ® __LlFr� \ 1 ----—— Lie --� RIJN OW48 TILE CONTRACTOR TO PAINT � LINE NEADER- FROM TOP OFCE \ I I SOFFIT AD A ITSHOW J. LOWER SOFFIT COLOR "B" M LU %J1 Itj uj III W \14 \� \\ ~ I ' I I \\ 11 I W I I` 1 Ii ~ w ® z �! up T I _ � ICTI REVEALS ( \\ -�' I uW/ 1,S 1.EALS 0 '- W I 1 I I If ' . (� I •I , , LA I I II I I t I (TYP.) I 11 Nil ,� I I �., � FN 1�1 � � _ -- ' D P� S COATRACTOR 15 REe=:)NSIBLE I -3-." GHEF4;P' STAINED "O REPAIR ANY DAMA>'- ErL SUPPLIED B ''ILE, NEUTRAL PIERS E'C. JR JONES 1149 wV-00 ELEVATION V4' • �'-0' _ ELEVATION 4' WOOD BASE W/1•'IATCH W2 .- 1/4. 61UARTER ROINO W/ MAPLE CONTRACTOR TO FIELD CUT AND CENTER \ T ID. SIGN (10/5) AT ALL , \ FINIBN. RUN BA8E TO TRIM AND t "KU" UNITS / r-WA FER TO MATrN TOP AND Q00� r i MITER QUARTER ROUSID BACK 1 Q Q I TO EDCsE OF <_••.HAPFER RJB " t XJ" GHEPWY STAINED +GJRQY� "CU�2Y' "CURRY' \r� / TRIM BOARD. INSTALL / /� D XN TO T4-W FLOORL 1� o `� ( •.....SS/ �' ---- 1"INI$H ExF'09ED ENCS / \ I / TRno�MCI" 1 I "DEEP' ECS• t� P��Y- ( ..s.�' _„__� C... - RUBY' ►- — 7 __- �� bol- TO v - I TO _' TO 1 c 11 WAIL A J • - C A � � � I - I I it � � � ! I i --- � w Ilk � yr `• >� it 11 CHrER ; STAKED D TRIM BOARD. 1NOTALL DOW TO TWE FLOOR �s--�--4" 0XV BASE W"ATCHMG P"1RE-ROI•,[MD r•lARL11.1E PANEL 1 / 14" (.xL4jmR RIOL D W/MAPLE: PAINT DOLOR "C" pCTN DRYER UNITS ARf: FREE STANDING W1 TRADE tllE�T LO00 SLPIrLIED / FINISH. RUN BAN TO TRIM AND !aY Rib CORP. -^ \--- � B,q� GZiT 4y r,J,�ES SIDES. GOt,!TR TO RUN W.G- AND WOOD BASE �; EiEHIND WITS. 2 w r FINISH ExPOWD END '� L" !( - V4" . I'-W ELEVATION V4" 911-0' _ E!._E'VAT 10N V4a . if-on of 4 ELEVATIONKy ' ..-,-„iw-._...-.., stpn;.gym-'tF•.t:n..m.:y��.wr,- '---- .. ,1 . �7k� ,. .w•.'-A~wom,rtl' AFA moo”; MfrYM:_[. • r�^.W .. •�- .,..... i �' � rAaA .._ _ Cm( t .. i � ' I � III!! uIlIIII! i!I►I!II!i!Ilylul Ilillllr uulnll ul;�l1, 1 � u nlllnll I i I ts,j ; d � 11 +� u+ • s, i 111il1ll Illflll Iilllil 111iiil III�IIUIlpffil � �STS IIf) 1�1 i�ft 13 14 IE I 19 Iii 2I0 21 22 3�3 24 25 2E 27 28 2'g 3010 f4m.I fit ti n 1 yF�s , }� +k � Ni n •.e 7 , pY d n�J; : ':, ;. :. :... ,� :.. ,.--.._ .:::„,..,,:,. ...:..;::,,..._._::-_:,.:w„__..e>a .::..> '-u::_ .,,.:.w,,.-e,n.a..,e.,a.w w.r.,;,>wxa,..,,......,w..,:+',::...+,ww„4,e.,_r:l,:..w,..a._.,.,,:r...N .,,.,...w.,,:,..,.•....,....»............:.. .. ...,.:.......,,.,,k.w_.,...x..w..W.wwu....r,rw.rai•+. YJW� 714M"iJ�. , _. •i.1wOWi+k+i6t.•,wrr r fsa„ww�:r w..r..-.,.,_:...,._ ,.. ..., __._._ ' NOT)r: ��.vED�Rg _ iLI • x Ica. - bT�uT Isbus rata CONTRACTOR TO Ai°iPLY CLEAR 15FACJ SHAMPOO SED -- FSE' Ga"IT SLEEVE NOTCHES 3'-Q�" (KTA ) OF SILICONE • BOTTOM OF MIRROR MODEL "31tt� � WALI.GOVERiriG (�/f:A)ON ALL HANDICAP GRA[`3R SPLAY 'fit s (�AER�'f (W Z/41) ALL WAILS AP50VE WAINSCOT 15ARS ARE 142" DIA. TYP ld�1DER811� OF bTRt1CTU1�. -- - -HiPNG MUST BE ;N WALL C ®� �J1 (NOTES IS GZA AE, Mli p� CANNOT RUN IN CABiNIET �- ?`• x W NGN- f!•` tL _ - I-VERTICAL 6TWT FOR V — COMB. WOOD I - -- - - BACKltCj EAGN I44 bQ�-?. _-__--- / - - 6TU:J �j,4 SPLAY BRACE WIRE — -` - �_ , (IN THE D"RECTION OF GI ID r✓ VENT \ 1ll+MR ATTAC�L�) i I I n --- \ I I ' MAIN RU44ER +181 �^ � W,, .J" MOLG 4 ! q • TVP ONLY. I i _ / ® iO Q -- NO ECCE TRIM �" I JA ------_---- MIRROR TO BE I FLUSH WITH EDGE Or- CA51NE15 �t EX. - - = �s - - - �\ \ �� W.C. ALL AREAS � '' U � '^ 3 - _.JEL HIND FiXTURE5 D U CABINET 15 -- i as _ Ex. �- -= DO NOT CUT W.C. "�� r r^� o '_ FIXTURES i MOUNT 5TATiON5 AROUND FI Ui E 0% 4. Ilk � � WITH L.AG SCREWS c' 15" 3„ �-PLUMBING ACCESe - STUB END Or 'Ic � WASTE 4 HOG LL THRAJ TOI:rEL CABINET 13�►U" WASTE PIPE BY MINIMU?"I C FOUR -- UNSCREW SIDE PANEL. :- ONTI'.AGTOR 1_Ex16TiW_s DCX.�11"RAME } ELEVATION SECTION PAINT COLOR "C". � � (J�(� JTAT I ON. L ,4�,L i.1ANCsE}Q 'SPLAY WIRF_6 TQ WAVE A !'11tJIMl1"i OP 3 TUI�Ib M iii" OF RLL I leg i• 2. 3 OM11 SION OLVICE63 412 GA QALVANIZED STEEL HANCsER WIRES 4'-0" O.G.MAX ALONG MAIN RUNNERb • ' � Toilet let 'aC�iT'1 Elevation t i C��''i PROVIDE E�ouR wAr 0n c>.a s�at.VANI� eT�.. �• SPLAYED nRAcrN� wlRgb -- d_ Shampoo ul4c��a d meta I ► A_3 TO THE TEE CrRID SYSTEM (AT 12'-Cu 0�.. IN BOTH DIRECTIONS WITH THE FIRST POINT WITWIN 4'-D" OF EAGN !HALL). PRI000E "2 GA.GiALVANiND 6TR-L SAFETY B�.xKIhiG WIRED te' ,':AC.I; MIi�OMM MAIN OR CRO" RUNNER TEE b" MAX FW 'I THE TO I."O VOLT 4°ER'PIETER h E4� THE ENTIRE SU6PEN61CJN SYSTEM SHALi. MST ALL SEISMIC CONTFc iPUWER P1111"Pl l RE(2ji1�TlT6 OF THE UJS�. SEE E-I - -- - 3. .Af SOARTITION ADD 2 X12 GA WIAES DIAGONAL TO THE PARTITION AT THE MAIN - 1 GRID AT 4'-C" OAC, SPLAYED 46* TO THE 6TRWGTU"E ABOVE. • ` - 1•J" CONDUIT UP TRAN5FOR!'1ER -- - LAPIN TILE CEILING -- LAYIN TILE I GE.' .NG Com, ` I TO ".I" (B IN ( __ _ _-_�- - r w � GLC. w A-3 Cei i ink 5uspens ion VySt� N,TJ6� CEILING rE3Y I I - CLG • „ AFF. v I C N. RA ELECT. ■ II'-m" AFF� � li -m I ; CONTRACTOR). I I n F=OR REFERENCE ONLY - {G,✓ I . G� REFER TO FLOOR PLAN ON 3HELVIN6 - r 1,0'-6" A.F.F. ____ SHEET A-I FOR ACTUAL UNIT _ 7_9 NUI-tE'+ER OF UNITS AND • ° ) SOFFIT - - SOFFIT^� LOCATION. q6" 36" ■ 5/19" GYP. BD. ID'-O" AFF. I UA'-m" AFF. __- n - J BOX I 35" WHERE TRACK. -- I -.__-__. _�__-, , - �; -^ C•�R _._J "GURF2Y" I s _ I --GLUE AND SCREW � EE06 OC • AS REQUIRED D U WALLCOVEER,IG _ �n 4 TRIM BOARD W ----_--___._.. __--_ ._-__-_.-____.._ _ ■ CH>=fit ' STAIN AGJl.97ABLE SHELVES -_ __-_- --- - �C� F --- ---� - - - A� R�-C�UTRED 4L - - ■ SLI E OUT Iu (�• - --SH VIOU F --ADJUSTABLE UNIT KD (KNOCK MIRROR ---"--_--- _ FIELD J ■ MODIDOUOINFICATION FOR LLEENGTk. PREFABRICATED "WHITE" MELAMINE SHELVING UNITS ALL 90FFIT ,(aND COVE ALL SOFFIT AND COVE SUPPLIED BY MYCULL FIXTURE Cr. CONTRACTOR TO SURFACES TO BE PAINTED SURFACES TO BE PAINTED INSTALL. _ HI-MACS 4G3'3 "5EA OATS" z 05/5A COLOR "A„ ©S/SA COLOR "A" - - - I� O .. MATTE FINISEI COUNTERTOP 3 4DetailN.TJ6� Permanent 5helvin �'•f'-�' i" �' � � � � � -�- KTJ� hof f it and Cove Section A-3 A-� 5of f it/Cave Section Detail I ,�-� I: _j _ TRANSFORMER LOCATION � I � � �� FOR LOW VOLT 6E TRACK UPPER 9HE:LVING PROVIDED BY MYCIIk-L FIXTWkE C WHERE OC�CI1;18 AT ELEC. v (� TO INSTALL. USE PROPER BACKING. _ - --- METAL B�•R STOCK SUPPLIED CONTRACTOR � FEEDS - 1ct SEE (�€TIERAL NOTES FOR MOIF>= INFORMATION BY J.R. JONES INSTALLED BY i !� 1 { - -_ _, ..-.- ---- GC>r1TRACTOR. (HOLDS GRAPHICS - _ IN PLACE:. - - I I = I IMAR 0 ?007 z D�.C�C:KINs M1' _24"-_--_-- _--24" � SEE JR. J0►!E9 FIXTURE CO. SHOP BY - DRAWM:ab rJR COMPLETE D111ENSIrJNb, 'l.%I1 Y ur I lUti.K�.1 J INSTALLATION, 4ND INFCURMATION. CONTR. . c;1wf Tr- T)T T 1 I BocKING N n n CHERRY WOOD I ► BY 7L STAIN CONTR. O s I �j All � tr 2111 ■ Ell >d 21" 31-0n f L'-1 0H (_-ONTR TO APPLYVA 4 xN DEAD OF W HTE PAINT COLOR CAULK AL01JG+ TOI-' �,i ■ -___ "B" --.—_--- STAINLESS STEEL a g EDGE -__ ___ GRAPHICS REAr' GRAr'HIGS F1�tA1'iE ■A 27 __-- LIVE AREA . 21"x 45" — 0,WV o r 4" PREFINI5HED - M O - � �-- BASE GI-!FOUND IN U AF L C4 —— ■ LAG 1..__ _ .�,' �^ '�' eta t i ori Section ' it CHERRY WOO'r7 SIW1�ELvE9 I 11 I Q-3 . MTC) WALL STAIN STUDS 1-601 1 Manager Area n PANTED BACK ---� _�----� r ,a,-g ■ j J CONTRACTOR of �' ADE SECRET � ■ PANEL AND INSTALL ----_-NO W DEG TJRN6 IN Dwy lip - �, Ip - SALON DUCT ALLOWED. (441' MAX.) CLASS J --_— ■ _ L! 1 i � ( ROWED T??/',DE SEC-RET PAINTED -- ' AIL6 NO bC#lEUlb N.LOl1 D M ` p D JR_ JONES NOTC OGYAILG ARE FOR MFC C►1LY DRYER DUCT r DIJt;.T • 1 �� AFR 1 Al FCR Gdil4lECT PLACEMENT. WRAP ONLY), i' 'a - - 'AME 7-ir GRAPHICS CEL _ --- ■ Nia"i'll!AL MAPLE 1/4"x s/4" MLT ■�. 1 STAIN -- -- - - ANGLES 1 �t A DRYER " VENT. { � +� --- � REVEALS GRAPWIC9 S14011,'LIED BY RGCsl.9 AND FRAME SUPPLIED DY \ ` f I ■ J.R JONES FIXTURES 1 / ■ -FLEX DUCT .��I: I TRiM F30ARD - - s W -"�" �-� — / - ■` �i /lam » _ W/ CHERRT- FMI%4 _ n- -- ■ ' ■ � ' TO CASE OPENIWsS 261/4" r -_ --- ... - INTO SALON AREA - T- 2 PIECE: MAPLE STAM D BASE -- i� 5TAINLE58 STEEL � SOI.ID . JWACE COUNTER TOP STAGC — -�- FURNIOWED >'l'I' REGIS FIXTURE Co. 2 PIECE MAPLE STAINED BASE UNIT *� GEMETAL INLAY v-- 3 G� iOI'>f FURNI"__D BY Rf:Gi4 FIXTURE CO. INSTALLED COMPLETF-L't- -- CONTRIiACTOR TO FIELD CUT GLASS SHELVES AT KC WITS AS RlEG111111 D DY J.R. JONES FI?<T1IR2E� I I 1 I EIJI C ... -- ----- - GEAR SHELVES!4,l4ANle"M JR JOR•Es PIXTURE CO. panel Wa I l DCta t i N ■ r-o" of Stack UJacher / Dr er � 3 _011 o1sElav unit �" ■ �'.�' his la L411t � . "-'n" A 3 " A-3 3 A-'3 - — r 11 1 of 1 ",i li!i;iiII Lil 1111 1!II ;Milli) III111111'li '' '1111111 !Il! 1111 1111 11 1 Illi Ilfill# 111. II I, 1111 IHI 1111 11 !i'!'1'I 11 111 1 i If I ill i; 1 11 IIII I11 1111 I i 1 I 11 1 i s1'IR1�► �m I I ! I I i': � i � I1I � „� I u�y I ■MSI&M " f i0 I i 2 13 i4 18 1"' i8 19 20 21 22 43 94 95 28 2.7 ?_$ 29 30 8 r X" t ;y r r` t }} trill - , 'I 3 i + , ryry iL i� s. r,: . ..t. Y� :',., Ph1 :. f , l .. ,R a•F ..... ,. ,• , ,.�:. ,�..:.-.. J....0,. . ,.. ,. '. .: 5 1 . . .. ... , , r. . .. ......... ..: . do., .• .::.. ,' ,•, ,,iYi ..., •` r_.:da I.,.. .. e aN ?�Sv4-"GNs ,.n,:•& ,,:r �'� a+• -rf.-a d�•, a ,,.: .,1;. I, v�I a r •w mIc "f v 4nn. y J'+1 :'i'Y:4.n".ul::`vni�. ��:.•..:1_' .u"+�l'Stl`bFty"4::�-.,•.•'�'�CW:L�r�r�'�ar•l:iva4§�IuiuG ,;a.'.t:d.'e?r.r:7F8rt+4 ixNl,FYt `h'�C.kw�. .:wmF-,.�_,ky't n w':^:�r:�,�f^{L,7dd•.rS4'�w�Piu�Y.rlu, i2'.�'- ..•w�� Y' �¢ Imo leaus Dater i` NOTM ,,y"X+/4" DLACIC MET-'L sal.-VEAL ----- bTOfiEFftONT NOT TO BE j I-$-2�1 FUfrd•LIS+4ED AND m(bTALLEu `:Y � / bUPFAMD BY LANDLORD � CONTRACTOR ARC LkC '=i OR.EFRCCT \ L5ULK14EAD. / -- - LANOLOFtOb gULk:HEAG - STY LMARK TRIM --- __..--____- --3" A 3" STL. TUGE '4"x'4" BLACK METAL. MAKER • 110214 _ °--`u COLUMN FOR GRILLE REVEAL PROVIDED .V40 BRUSHED STAINLESS - 5�SUPPOF�BIRACE ABOVEOFOR INSTALLED BY GONr,ZAGTOF�� _ -_ �_i �_� FINISH 5U Pl_ BY"IED I-AI ERAL_ SUPPORT ONL't' REG15 rI.�TUR>c GO _ -.-__—`��- � ANC•►IOIti TO CLGGKING O F 4 I t 57 BOOR GONTR rM1 O O O O - s L FIRE-RETARDANT - TREATED WOOD BLOCKI 29 o 46. • O O O Q fl • Q — ---- -- - ----- -- "� 8 Nv r ALL CXNNECTION6 0 o TYP. UNLESS NOTED t _� ___ -.-- -. CONTRACTOR TO OT14ERWISE. Wil-5CIJAR7( 1519-9L--- ----"-- APPLY CLEAR SILICONE - — - -- - -- - "FROSTY U24ITE" ALOtXx METAL HEADER � E SOLID 5URFA•E MAT (BOTH SIDES) LAMINATED TO GYP- 5D. •' � _ -- -- :',E LIGHTS �, 5TY LMARK 9110483---1 ( - �! GAWy 5Hour- A -_- HEADER L'FSJSNED S o •8(1)l1 lU/ I" DIA. LAMP BAL.lST o _ 8Uf"PLIED By M;615 GORF'. -- a •- STAINI_EyS FINISH LAY'-IN TILE .D ei o Q 1/4" x i/4" GROO`/- -_--- - AFF. BY!I' Q'" RUBLSEIQ. GASKETS -( Y00 FOR LIGHT LENS BY JR- JONES. - - CK SINTRA / VERIFY HEIGHT LA B ON CEILING PLAN LETTERS MOI.NIED :l?1 _. s TO TOP OF LIGI T103OX 1_ CONTR. 1 - --- ---_ .__ -- --- o CONTBG`TO MOUNT 0 --- UJ __--- LIGHTX W/HARDWARE C TRACTOR TO ALLOW FOR A 2" A PROVIDED TBACK AT ENTRY SOFFIT TO ALLOW fo e ----- -------- — li e _ f LAZING TO RL1N CCXJTINUdJS. r ll1 r (� EH!ND 51GF4/1-I6HT-50X. 1 ' I ®II � LKaHT BOX �VIDED i _ _L_---• '' NOTEs B7 J.R JONES FI/TURE CO. , C,04T ;' � CONTRACTOR 'f0 OFFSET FRAMING 1" \ " TO RECEIVE LIGHT BOX SUPPLIED � ! L b BY J R •)C!NE5. r. PAINT SOFFIT �. ' NOTEI RUBBER GA5KET5 3 5/8"- 18 GA. J015TS s Ib" O.G. ' COLOR "15" - .�., •s• E�ECTRIGAI. CONTRACTOR TO CONNECT ATTAC..HEp TO BEAM IjJ/ (2)- I �y SHOW CASE __-.__ E t .1R JONES. LIGr1T FIXTURE f0 i20 -- �; -- 8" I;IGE1 6Y b" DEEP NO, 10-11) 5GREW5 MIN TYP. POWER FEED SEE E-ISOFFIT COVE TO RUNCONTINUOUS AROUND INSIDE FACE Cr ENTRY S LL MA!afC •110481 N - O - - SOFFIT BRUSHED STAINLESS FINISH Q (� O -- CONTRACTOR TO MOUNT LIGHTf9OX TO Aw BULKHEAD. FADE ANCHOR TO STUDS SETTING I 2 BLOCK ----- • 16+' O.C. I I i o o — 0 0 0� - CONTRACTOR TO FAINT ____--- ' 8" FACE DOLOR "B" Q O O Q ZAP O O •• STrLMARK •IIQ�358--- -._-- � ANCHOR \ DD. 5OFFIT ' HEIGHT ADJUSTMENT •? t FOR COLUMN 70 BE x - >. ... -- - "e,`.;..•: i ^, t• - • r 9'•0" AFF. FIN TO FLOOR �► '� /�► DONE AT BASE VERIFY NEIGH IL/ . _ --- ----- - 5/8" TYM "X• GYP B::). 1/4" QUIRK PAINTED COLOR "13" ON CE{LING FLAN Ul PORCELAIN TILE 015/4C COLIM BASE bu X11+-- VARIES PROVIDED 87 JA. JONES --- FIXTURE CO. F 1-V1�•1'-a 1�• 3 Window ,erect I on !'•t' � � . Storefront Section Detail I A-4 Storefront Head Section A-4 -� ---- ---- _.__._-.-_---- -------- -Y LINE OF DISPLAY' _ -_.--_— LINE OF C'15!=L.A7 /-_- -'- FIXTURE FIXTURE NA# / \ ---- ----- ------.__---- - 1 \ FRAME W/t37P ESD. AND / \ ( W-C. (09/6A) 1 INSTALL IZ" NOTE., WOOD BASE ALL SIDES. CONTRACTOR TO r t 1 GLAZING AND DOOR \\ \\ � INSTALLATION WITH SUB-CONTRACTOR, \\ \\ di - // PAID FOR BY CONTRACTOR F I / / EXISTING STRUCTURAL I � POST COLUMN (TYP 2) I \ \ LINE OF DROP Tk !,L / \ \ AND tQ LINE Of DROP1� AND // // �K O.i - -- HEADER TERBOVE- I \ \ I �iT ABO'vC - / � _ � \ \ 3" X 3" STEEL TUBE COLUMN (� \ N\ FOR ROLLING GRILLE WPI�ORT, I \' //all // ' 411 \ �! \ RlIB4I!3HED AND INSTALLED BY DOOR CONTRACTOR o o r O — I I I _— I I /� i K/ TENANT FINl5 4rm- TRMANT ' I IEA LO THE tOITNE6I �^r LEASE I I L R,E----- a I I �• I '� E! I {�r I � � I • CONTRACTOR TO MITEP I 40 ✓� (�Q �\ JOINT ST I LMARK BASE AT I / �� + �t'� `" Lu \ (TYP'. BOTH SIDES.) -`- Ira4TRACTOR TO MITER -- LINE OF STYL.MARK WALL MAKER REVEALS -- _-__.- _ _-- -- _ F^.LLOW9 LEASE L".IE ---. HEAD 9T7LMA1�'!C BASE AND _ - _ -_ ----LME OF LiGNTCG�VE u.;` ----- ABOVE OMNINGI I/rl-9n " 24t1 t2 WIN 29" / I —011 � '� •7� C7R TO vERR� ?IMEN81CJN0 P ANY D �81PENC ES !� - f�'1 CCN IStE I A FOI�lD NOTIFY PROJECT MANAGER MMEDIATELI`. Storefront Plan Sanction �4 •° " ! �$�' _ _ -_ ...-.. _. __._ ._-._._._..,.._..... .-_... -. .... ....._. ._ ,..—.-.w.Ti+wlp--•'---^!Tp•^ ...^.or 1 .__-... ..._.._..^..M..•....,,-..,, ... vc •p;.`;r °r• - a , n q .; �n6o '#�Aw`aro�,. �f111t`.• 'r.. _ Y*= •rt�„,w�,,.,,., ..,...... :. .....--,. _..w.nn-...,._,oywrrrve•.• .,.. .+,_.....................««+nwwAlw^. .A�IM•MM"•.-.. .,,� , � -,. ) A :i tL". -`+ lJwVsr.d..w.1�+.inW««+r..A,ir.w.wuYwwi-,..Vro r.Mal.w' •WMY..aW�llrl•B!MI 1�I m ! hWMr;ai,..I.,.eWK•Griii•I•+Y"Ylf�I "ii- � I .'. III2I 13ILII Ili2!4TUI 11211 SIII !-!I2'!I 9i ll;!,2!! ' I2l �, i 2!I 9I II!I I3l'Il 0IQ 11 ld 13 14 19 17 !s 19 22 MIR el RJR iO4pini qIi ,a k, tt ,' „r ,r� ,_t ,;' ' •, `..., ,.ti�;•., '.' i a kt ) 'r:. ,,r r -. 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TC c " VISE 1 t L&4TINCa CIRCUITS 302/0 CAJ I 1 L-13. I 1 I6 u 1 ,� t,1,�� t I DA11 TIMEGiOCK - I I i . - __4_ - _� TOW P10(>EI_ W�100 _ - ------ - — 1 a,eN3e �� DR E(�tJAL. 1 I i I EXI$"flNlcb METER--1--� � I __-- .-.- ____---_ _ __---- --------__._--- --- --- ---------- ----- I 4 BABE (VERIFY) L-4 _ - _ -L-2 --- ---�--� o 0 0 0 0 " r I _ _ EXISTING PANEL "L" I I i I 10 EXI871NCs 200A 3Pr �_I� I - __ _-. l;'0/208V. SPH. 401--� I DI$�-. 5l14TCN I -- I - - T 300- - b'-0" - - ^b'-®'' - T 6� - _ O pRfGON� Q.. n, i T-A CY \ ° s 42 POLE I I I (VERIFY) ( : I 1 I - _ _ !_ --4 4- -- - Z Z ISO -_ I,y/frN 1 .o L _ __ J ( TENON I Ems. TO I TENANT SPACE T I PROVIDE 100x1► 1 1 I I - -- - - - - - -- _.____ 3 0 — --•--- �- - - -- -- - -- - FUSE$ FOR TENANT I L__J I — SERVICE L_ _ - _- - - _ J I 5 8 EXi$TING i20/2(D8, 3 PHASE I _ -- - - -- - - --- - - ---- - - - - .-_ .� G cr LANDLORD DISTRIBUTION PANEL 150- 3 w r z (,� -- ------ ____- - - - -- --- - --- -- L-5 16 = ° �' I y W N ELEGTRI GAL 5ER'�I GE RISER D i AGRAM L-g - - -- -- - ---- ----t �c - Nov NO i+GALE _ - NEW TOILET EXHAUST - - -- I I (TYP. OF 13) 9 u E CL Q N(aTE: ELECTRICAL CONTRACTOR TO VISIT SITE PRIOR TO BID AND FIELD VERFIY FAN 1/20 HP 1412 W. - - -__.-.-- _ --.- -- - - - 3 0 v o v XIAIING CONDITIONS, NOTIFY ENGINEER OF ANY DISCREPANCIES. 12OV, IPH. CONTROLLED _ I --�- -- E I ` iG � �, -� BY LI&HT 5WITGH. 5 VERIFY LOCATION WITH , I _--- _ -•_-_ ___ __ - ----._..__ - _-_--- -- v � c-� __ O �c/T V1 2 MECHANICAL.. N 300 I T 1 -- - — - - - ---- - -- -- LICvWTNG FIXTURE S�IEDI�E (CENTER FIxrJRE __-_ - -- -- 6 ABOVE LAVATORY � 4 _-_-1 - - 10-� 7 NL.I FIG -`" L N T MIRROR) -- FIXTURE V C H 1 LCTTElR rUTURE 0 A E CONTROL MEDIA MANUFATURER'S —.-- _--- _-- _ ----- --- TYPE 'CTPF VOLT R N R MOUNTw (ANP (LENS.L0Ln".ETC) CATAU)G NULOM �►WtKS —_-- -- I – X00 C MPAr_T 00 x 1111MMD (27A&W GLAD. CS.EAR AL1AK .u+o Cie- 94TALLRV Wr cWr4eR F,__ —_�__�___— ___ w PLUM 4 PON nAO-Soar_-r►+ COMM (2)26 W GLAD. &"AS F 1XRM'!+' PA"S M DY 04iR lA2 �x"ACT tw x " D 4 NTN C J AR ALZAK siT'T" �L�. ver =m t6 I S'-0'I �\ ❑ I ETI R T -!J ____ - — - ------ 1 I- ----- NL AZ 600 80j"D eavew C.IAFnTAL RrlsisAaCD e►r oui+eR �1 T>� cw x TRACK W100240✓u OR CLEAR MMINNl►TTC � .R,,r,,,l I wTALIAD By (TYP. OF 5) " --- ( 5 5 _PROv1I0E DISCONNECT 11 A u LOW u"_ Tree a SL=.CAINMN3'-4J Long voLT✓euE _ _ __�__ �_ SWITCH IN CONCEALED Ttq eTraT TSD C001"O w rrOe r 0 ww r.A* �LR oe�lR 1D ~ - - - - - - - - - - - - - - - - - - - LOCATION ABOVE —..._- AwrTa_ man L- _ - - �0 Ts�eelD r4e:Rase° I'f71rAR w " WALL.EZ e. t T1-P. OF 3) STOREFRONT FOR Q Ta s� x I �•��M I T 30iD TREMOTE 600 CONNECTION TO j�Q�l�/OL �E AGK LIG'H1'�Pl(z NQ 5: ---- - - K%VN WM err arele - 1 a -m - — _ --_ .8'-0"� ---- - STOREFRONT BALLAST TO R4eTlCr sTIT r�auIT fbIu MG�Lp�r -- - _1 L-8- �=F, L-1,3- gTOREFRONT SIGN I. EVERY (2) 8'-0" SECTION OF TRACK RF_GtUiRES � � •--"-` — - -PROVIDE CONNECTION (i) b00 SERIES TRANSFORMER WITH DUAL _ DRYER D11GT 5005TER FAN TO 3TC?REFRONT SIGN OUT'P'UT SERVICING EACH 8'-O" END. V2p Hf' 19201. i20V. IPH, FIELD. VERIFY Flx?LAKE 2. A 51N&LE 8 -O 'SECTION OR LESS OF TRACK NOTE: IT 15 IMPERATIVE THAT THE ELECTRICAL CONTP-ACTOR FOLLOW ALL TNF `71REGTIONS ON THE LCI�1 I6 CONTROLLED BY' C,13 OFNLY t6 WITH S NG2UIREMEhNTS _ ! LI 5S THAN THREE I_AMP5 VERIFY LOCATION WITH 182 WITH SIGN R -OUIRES (1) 300 SERIES TRANSFORMER. VOLTAGE LIGHTING IN5TAL.LATION. THE TRACK WILL NOT WORK IF THERE ARE 1Ai 3. THERE CAN BE NO MORE THAN 5 ',d�.K EVER-`' A' OF TRACK AND NO MORE THAN 6 TRACK HEADS PER V OF TRACK. Tf4E EXACT AMOUNT OF (TYP OF 26) MECHANIC'AL. (TYP.OF 321 MANUFACTURER HEADS AND NO LE-55 THAN 3 TRACK HEA05 TRANSFORMERS AND SIZE OF TRANSFORMERS MUST BE ADHERED TO EXACTLY. THE TRACK HEADS MUST - _ -ROOF MOUNTED 6ENERAL PER 4' SECTION OF TRACK. BE SEATED PROPERLY OR THE TRACK WILL NOT WORK_ IF THE TRANSFORMERS ARE RESET ('�1, A EXHAUST FAN 1/4 HP b96W. CONTINUOUS BASIS TNEI' WILL EVENTUALLY NOT WORK PLEASE GAIL DUNHAMS A55CC�.A.TES IF YOU NAVE 12OV. IPH. CONTROLLED 13Y 4. LOW VOLTAGE TRANSFORMER TO BE LOCATED G.B. ONLY VERIFY LOCATION ABOVE ACCESSIBLE GEILIN(5. ANY =E5TION5,1952Z20-2-117 --- - WITH MECHANICAL. - ------- -_' � .� 2�L. h t i n e P I a n — __ --_ __ _ — --- --- _ - __ _ Z E-I I g --- --- _------------- _ -� Oz - INSTALL �- - - J-BOX iN CEILING SPACE 4q 4,8.1 Panel: L EXISTiNG) VOIte e: 1201208V, Ph, 401 DROP 1!^" CONDUIT IN WALL 4 STU3 TELEPHONE OUTLET .L ode ode ad. Amp Amp Cods Cods Coes Coto Cale OUT BEHIND AREA OF 5TYL.iWx LEDGE FOURPLEX OUTLET 7 4 A L-VA C-VA R-VA M-VA E-VA No, Ph No. bl, L-VA C•VA R•VA M VA E-VA LEAVING 24" TAIL FOR DIRECT �- FLOOR, LINT: 8 1200 STOREFRONT SIGN 20/1 1 -A. 2 2011 TRACK LIGHTING 600 CONNECTION T,? 4 PLEX OUTLET 1200 TOREFR T LIGHTING 2011 3 -8_ 4 2011 TRACK LIGHTI. 300 (TYPICAL). REFER TO 10/A3 FOR 676 _ GENERAL LIGHTING 2011 5 C- 6 2011 TRACK LIGHTING 1M HEIGHT DIMENSION (APF'ROX 30" AFF). 524 192 EAIERG/WWLT FAN 2011 7 -A_ 6 2011 TRACK LIGHTING 300 _ 200 m EXHAUST FANS)GEN LTG 2011 9 -8- 10 2011 TRACK LIGH(!NG 300 n _ SPARE 2011 11 -C-. 12 2011 SPARE_ �� ....JJ v 630 CLOTHES WASHER 2011 13 •A• 14 2011 STYLING STATION 1240 7500 CLOTHES DR;'E_R 301 15 •8- 16 2011 STYLING STATION 1240 L-14,16,1!3---�^ 2500 CLOTHES DRYER 2 17 •C- 16 2011 STYLING STATION 1240 - ___-- - -_--r—_- ---- --- --- -- _ _--- — �p CASHWRAP 2011 19 _A• 20 35 WATER HEATER - 3000 - -- `- -- 330 CONVENIENCE RECEPTACLES 2011 21 -8 22 1 WATER HEATER 3� —7- -_- 6 _ STEEL AB/O�Vc� 900 CONVENIENCE RECEPTACLES 2011 23 _C• 24 3 WATER HEJI 3000 � I�� I � � ° _---� -_- - �--.��-��-- -� FLOOR Bi. XE 6 990 HMA,DIRYER 2011 25 -A_ 26 20 VAV WI(H EAT - 900 26. T SPARE - _ 2011 27 -8• 26 1 VAV Wf o - HEAT 600 2633 = - SPARE 2011 29 •C. 30 3 VAV WITH HEAT 600 -2033 -- SPACE 31 -A, 32 -SPACE IInI I _ SPACE 3" •8• 34 SPACE i► I i r SPACE 35 -C :f6 SPACE 3/4"-'� 010 TO L-15,11 4 I SPACE 37 -A, 38 SPACE -- 2 $12 10 L-13 - - O r rM 39 -8. 40 SPACE t 42 J 1 1 mom -A. None w I I ! 6313 20013 i{rsRker 8 Meed L.o9 None I I I I I '000 Y400 0 w gyp„ None A j 1 40 '� Ws KVA Made Dmd Conn IA"� �_ $ l Tow L-25 CannecWd KVA Telels L Z5, O� omrelTleTTcs (i so _ ' .oda 3 5 3 \. KT9 • 1 . __- R*OWU cMs Non Carveniec yao))`-Code RR 1.0 1.0 18 I I I I I (J 9 ----- mews_Codi M 4.4 _ 3.6 1 -' _-" HTNk ode E 22.5 22.5 00 r i 3• SPARE a SPARE CIRCUIT WREAKER MISTNIM it,PANEL BY CONTRACTOR. - Total KVA 40.6 311.5 cl 00 FOR FUTU+F _ 01L KVA 0 ---------- - _ _ ANR Aftftl KVA + WAN) 41 I C��,`tJ/58-25 KVAJ 113 i�ew+-3.ra4t rsMr�__-___ - rk,►nea�� t4+rTTe: _ _._ _. Fw Neva:xx AM Raft of so Delle: _ I I NOTES: 40?IW- 25 TRADE SEUL ET-PORTLAND,OREGON 251..X1 S eIN6eM► -- ---- O i EXISTING PANEL 'L' ---- 96 I � 68 IELECTRICALE 0 1 45 I I I CONTRACTOR TO LL _ I I I - ,-/ f / REFER TO 2/A-1 FOR Lu ! MOUNT OUTLET FLUSH 45„ {8" 1 1 \ _ ACTUAL L iGHT ' WITH BACK PANEL 45" ( - I / 1h 43---- I�: OF L1NELvING UNIT. - 'I _ _ _ _ -- _ 14 A - I / / - NSA . '� .� Ta- �- - DIMENSIONS• I < ► 8-ECTRICAL RI�L'R DIAd RAM 15 FOR SC44LMATit% / / 9 - 1 ASS ONLY AND �p W FIMD VMFIED -L-23 13,11 1 1 * ANY MATERIALS OR BY C.0NTRAGT0fk ANp ALSO �uLD MEET ALL a' I " I I i EQUIPMENT 5Uk33TITUTiONS GLEARAW,ft AS DIREGTM BY N.E..G. - -_ __1 L-26,2!3,30 / I _ — _ _-_-- -.-- -- _ WITHOUT PRIOR APPROVAL f PANEL VIRlGTORY CARDS SHALL BE T"rW. NO 3/4"C - 3 090 ' l l BY PROJECT MANAGER � HAND LA MINS AAA.0vep. - - -- - - i Ln --EXISTIW3 3OA/3P 1')P DISC: - WILL RESULT IN T Te15 5HALL Ele _- _ __ _ _.- — — REPLACEMENT WITH ¢ ALL (x�0ry" NNP 5Y'll CNH C�O'V!'.!!!"L'A 301 W/2fdA FidR3E5 ._ _ ._.-- — STAIN4-M-1S STIML. — - - - _____ CORRECT ►y!ATERIALS -- ELECTRICAL CONTRACTOF AND/OR EcuIPMENT A5 TtlNANT'S EC,. I�i�Sinx FOR C41""LETE EXISTING VAV-i, INSTALL 3CA. 120120Bv. /'� 20eV, 34, 9 KW------ TO ROUTE 3/4" G WiTH A SPECiFIcO AT THE 50LE A�1-Q9LY OP L^i"1R4�!M'Y LkW HO S'fSTr-M 1/3 14P 2"V, 3• INC.LUR71Nd� BUT NOT L1MtITEL� TO MrIRINb, -1JNGTtOW DRIER 4 DUhLEX �,/ NEW WATER HEATER L-i9�1- MINIMUM OF 4 FAIR-'L`I'FE , c (_ T SEE MECHANICAL Rk:GEP'T. NEXT TO GUY - GAT 5E TELEPHONE WIRE �-O�T TO THE GENERAL ` BOXES, t Tt!'-�T GEIS. FOR EXACT LOCATION CRAY UNIT. ---� 3/4"C 3 010 ICK.-20,Z2,Z4 BACK TO TELEPHONE of t SERVICE IN BACK R)"'I CONTRACTOR. T INST SLLED IN CZWTER OF - -.__ _ _ E-1 1 ALL FIXTiAlES O � --BY ELECTRICAL PANEL. GCA AI 14091'-V Bf I I EleGtr*ical Plan M�ww,�.M:�s! __.—...-.__..--...,.•.•...,.- ..,,.-,...._.,,..._.._,_.......«..........».•...■ !� wsLw.+w ' .ter.:w. '.wa..r,e.,.n, �_.,�,.,.rlwwuY ►wt,awarw.da «,ewurdYa w+a"tuu�Hcabi�t�Y�WetJ14w+ M .,91.,FA 1.0111.,,1,°x.!nef,kN a+Ka..., ,,,,. ..., ...:... ,.y-...ww.,.y -' . , t , •" 'T I , - , .. tkws,r„+ tM f .iMP► 1bM^b!�'a" ^LT+r.-rtT}�n. r*- :r I I I I. I I I 1 1 r111111111v ( 111111111111111111 ti l; irl .I J! !I,II I, I!I, !I,I IIi+ III! II,I (IIi (III ill! III 1111 ANI III! 111Ili! (III 1111 (III 1►IL!1i!liIII I I 1 ilii ill! Ilii !!!! 1111 Ili till Ili! 1111 iNI (IiI �111,111ilt (ill I 111111111 I 11 1 111 1111 i 11111 , m , SII { 11 � 11 � � I � I IItiI � IIIi1I1I III Ii N :. .. .. '. R�r1 2'9 ?� ; - 10 11 12 !3 I4 INS t is 19 20 21 ?_.2 23 201 201 28 21 213 30 � i „� y , . , 'I II I a Y I a...... 1w-_li.... .r..•.:...- ...r...... ..r-.......r rr..ru..r..wM_sauu ..u. ,..•., ..ulYsr,w.xr:...w:.M...a_..a...uWa..a...r.v a... -.... ... ...:. -. .. .... 9�^ sfi+� iw A a_ ':... ., ,.. .. . .' :ti.4tiw.tira9YiA3ri+YwRelrA6iJ.a.•Jti:X+#' ::'.w skYW:s. r 'iW..slbKv.u-Aw�,.�e4Yh.Y+:l#awii4�w.ui :.:,,.,e.,,Ra ,..v_..4v..av.,..:..rh a.yc:4,.,,.,. s,W.._ .:.,..-. .<._,y;:. ._,:. .. ..:. ru_:..: .. .::, .. L,.t„ �.- .a.., F�-!? �� "rL�FYkrlM nti,rf"6f+lrwr+43sr'�Xd6arr.- w.-..•ws:....au.xY.xwrl._+_ ,...... ...ur....._..a,_a. EXI5TIN�a GENERAL EXk4UeT FAN 5CHEDULE (EF- 1) Coq �48.� 186us Cato UNIT 5�. 12-21-06 �7 /� t^� I ' ^ ,� G --h - � IIC. ^ NO. 11ANUF. MODEL CFM IN. WC. RPM NP DRIVC VOLTAGE CONTRFOL NOTES T14EWOSTAT 15 Q�B P 5FACE L��i..� ri,QLCUL��I�./N� �XIJ7N6 V.H.V. BOX 5GPED LE � lr/f-!1r/- 1� EF-I GREENHECK GB-100 °o 05 t4•i0 1/4 EXIST SEE ELECT. SEE ELECT S- - - SEE NOTE 2 ,g r?E P. ------ -- - -- NOTES: VERr LZ NDiTION OF THE EXISTING GENERAL EXHAUST FAN. PERFORM GENERAL. I �� t n 1 #1 � - DESIGN TEMPS mc:;R_ 4 MODEL XI rING vAV..BOX W/ i?"e INLET TO REM�I�YE F1' ,�ANQ MAiNTENAW-E TO F4:N 4 VERIFY OPERATION OF 15ACKDRAFT DAMPER. IF EXHAUST FAN IS NOT 8 10 9lJP`1f'1Eri WINTER 1'I_Q l . IN FIELD. IN 64--POD WORKING CONDITION, NOTIFY" `ENAN 1 S PROJECT MANAGER FOR REPLACEMENT. Zr 4X 4 RETURN GRILLE 4 pE �r � IL OADB. -u T- 0AIDA5 1 ..v -- -- --- - _-- __-- _- --------- ------_- - ---------- -- - - _ OAJiJJ3 Fs®`F_ ---W- !ADS' -��y'F _ MAX. PRIMARY AIR C:RI • !✓5 F 1680_ OCCUPIED MIN. PRIMARY AIR C 1 600 _ _ - - --- _ _ -_- _- i �C 7 ��ee `�� E � - - gl,iPF'L-Y AIR FAN GFT1 � 58 F 19'15 .- -- _ -r _� _ __ NOL•�'P � IA.D.B. 15' _ - t - -- SECONDARY AIR CFM MIN. =�g5 UNOCCUPIED MIP1. F'RIMAIQY AIF2 GR"I 0 0 0 0 ! z IA�U$ --615'1" - - I I -- - - - - - - - - - - - - - - o t TOTAL Cif'A�V TOTAL 1EAT , - -.----t- -- cr NOTE: 5EE ""EC�IdICAL MOr, _lEQSA�L21T1S�lBLS I�CTOR I - - ROOF LOAD _ W088 _ --10313 _ g��pr. � �ILITIES. - _- Ex. Ex. 24x24x10 SUPPLY DIFFUSER 15 ; _ D �� 355 GFM - TYP OF 5 `aQ ' o N � GLAe6 LOAD -0• -0- WSJ Ex. l I o cD --- ---- _ - , 1 WAIL LOAD •m- _ -�- ly) x. � s�CL4NQt1g IF _----- "" -- --' �g I Ex.� '� LIGHTS _ 238016 SPRINKLER HEADS TO REMAIN - VERIFY G ' � N HAIR DRYERS 1392 QUANTITY R LOC. IN FIELD - °SEE NOTE 5 I - -[ ---- -- - �- --- Eli v w o WOW 5TATION6 3r14 — HEGHAN I GAL LEGEND _ _ — _ I ____ -�- FLEXyUCT, T`,'P, EXTEND WITH RIGID h a � J NO. PEOPLE 22 _ 1 !12 EXHAUST DST pal TQ24x24 _ 15 _/ ( - - - - E a Q DUCT WHERE FLEx REACHES 5'-©" . C� 4 MAX LENuTH - (BY LANDLORD) GRILLE - _ - I - ` y o i r v c E a PEOPLE (SENS) 5 PEOPLE (LAT) 44mlli SIJf''LY C7lFFUSEfo I - - -- O _- O -_ - _ v AM R I IN- VENTILATION lvAv) I I �- -�-��-N v - Q N in z c U i 2 12 - 1b - TAKE-OFF - TYF - lBY LANDLORD) VENT. (BENS) _ -0- VENT NEAT LOSS ✓ RETURN bRILLE - Ex. i I Ex- O ^ -� -----_-__-- - BT'JN Ex. ROOF MOUNTED GENERAL EXHAUST FAN - -- -� -_-- VENT.(LAT) -m- m- - - - - - -- (EF-I) W/ ALL ASSOCIATED DUCTWORK TO �Q _ EXI-IAU5T &RILLE REMAIN - REBALANr'E TO - SEE /14 - o TOTAL SEMS. LOAD 49519 5TUW TOTAL HEAT LOSS MECHANICAL REMODEL NOTE 3 FOR _ ID- TOTAL LOAD 54319 STUN 10313 STUN TA_I ADDITIONAL CONTRACTOR RESPONSIBILITIES z •Ex. _ - G THERMCS. O Y : °,l"� 1869 Q • ® 5PRINKLER HEAV15 EX.I E-1W I I - - - - -- SUPPL CRI -- -- Ex.® CR 1/SGIJR 136 Ex. EXI5TIN6 TO REMAIN Q0Q- - 6x6" TOILET EXHAUST REG15TER � G` ® -- - -- --- - -- _ _- ,,� 4 EX. ,:S Ex. Ex. MCGhANICAL REMODEL NOTES I — _ _ ° __ __ __- °_ ._. EX. I _ 0 ® (5) Ex. CONCEALED TYPE SPRINKLER ' HEADS TO REMAIN �• VERIFY' QUANTITY 1. EXISTING VAV BOX TO REMAIN. VERIFY CONDITIONS AND PERIFORM GENERAL MAINTENANCE ON VAv lI E.: PROPER 12X24 RETURN GRILLE -- 15 , IE r I ,1 EX. AV I - __ 4 LOC. IN FIELD - SEE NOTE 5 OPER-kTiON OF PRIMARr -,!!R DAMI�DER/VALVE 4 CONTROLS). ;F ANY REPLACEMENT OR EXTENSIVE WORK iS NEEDED, NOTIFY - '� J • r - - - - J EX. 4 I _ _ _ REGIS PROJECT MANAGER IMP',EDIA"uLY. - - - L .- _ - - - =E--- - h 2. r GCx�TBiQL (3) EX. CHROME PENDENT ,SPRINKLER HEADS TO I - TENANTS CONTRACTOR TO REI•o._ EXISTING T14ERMOSTAT AND TO VERIFY THERMOSTAT 15 IN PROPER WORKING CONDITION REMAIN - VERIFY QUANTITY 4 LOC. IN FIELD - -- - - - RELOCATE AS SHOWN ON PLAt,. SEE NOTE 5 ------ --- - - -- - _ - - - 24x24x8 SUPPLY DIFFUSER B 1 CONN DRYER FLEX DUCT TO 4"e RIGID DUCT, RUN RIGS DUCT UP 3. VERIFY ^,ONDITIONS OF THE EXIS'•-ING ROOF MOUNTED GENERAL EXHAUST. PERFORM GENERAL MAINTENANCE TO FAN AND � I ALONG WALL TO LANDLORD F'RC.'r'IDED 4"e SHEETMETAL CLOTHES VERIFY FROPER C0'ERATION OF BACKDRAFT DAMPER AND CLEAN BIRDSCREENS. IF THE GENERAL EXHAUST FAN IS NOT IN - 2� CRS \� DRYER STUB-IN UP THRU ROOF 10 VENT CAP - (BY TENANT) GOOD WORKING C.0 ADITION, NOTIFY OLNER IMMEDIATELY (BID ACCORDINGLY), XISTIP VAy BOX W/ 85 KW 4. SUBMIT A TEST AND 15ALANCE REPORT TO MALL OPERATIONS DIRECTOR AND TFNAN r FOR APFROvAL PRIOR TO OCCUPANCY. ELECTRIC HEAT AND CONTROLS TO REMAIN - SEE NOTE I 5. EXISTING 5F'RINKLER SYSTEM 4 HEADS TO BE REUSED. RELOCATE EXISTING SPRINKLER HEADS AS RECAJIRED FOR NEW 1 CcILING 4 LIGHTING LAYOUT. "ARM-OVER" WITH P PIPING AND VERIFY EXISTING CONDITIONS ON SITE - ALL SPRINKLER HEADS �C 12"e Imo€ ARE TO 15E CENTERED IN CEILING TILES. a Q H\l AG Plan _ — __ ' �' I-� w -_— ---- -- z Oz 4q 8.3) 0 00 � Q F IFING MATERIAL F✓LUMBING LE-GENG� DRAB UMM M frig, A1S0%1 GRAD: NO•M!D CAST IRON -- COLD WATER 1� UMTARY SYSTEM OR SCWUlED HOT WATER GALVANIZED PIPE 4AT14 CAST IRON v DRANAGE FITTINGS.PVC PIPW-i --V-- - VENT PIPE 3/4"CONNEW ERI CW TO EXIST MIN � ALLaAW UTH ADMINISTRATIVE � I i/2"W 4 _V, 3/4"_H 4 c:W TO 5HAMP00 15 ly 3!4" GW - VERIFY LOG 4 ROUTING AUTNOWTY APPROVAL. ABOVE GROUND __--SANITARY MOW SINK W/ HAIR TRAP AND INTEGRAL 5f MOW GRADE: NO-WO CAST IRON VACUUM BLEAKER - SEE I/A3 FOE. _--- ,46MTARI' SYSTEM OR MR✓10E WEKs11T �.� �..� BELOW GROUND STUB-OUT WEIGHTS o o — o°o _ -.� i ,.�-----�[ KD CAbT IRON 141 APC) SP*0T UI/ _ -_ NF01°RFPE:GASKET. UNITARY \ � ,• � POINT OF CONN - MIAMAMTER a�w�� (— l ABOVE GRADE: TYPE V WAFA.) �N+- AA TerER C 7MMER TU ME,WITN WROIIG1•IT COFfE1R FITTNGS.UBE OPLY 95,43t-- LM-F11W SOL DER IN PMA MILE MATER PIP 4GL FROVVE DI�G'R�IC UNIONS AT FvSRY JkCTION C'F T1JO 1 DISSA•11LAR I•ETAL FR°E MATE'RI/,L9. I -- M&OW GRADE: TYF°E K' w" TtleF'1FER Cx*r R TUI1 . C_a4N NEW 3" W, I I/2'' y, 3/4" H 4 CW TO EX. PIPING SERVING EX. TOILET R"'1 FIxTUREvS-1\ F�LU1�fBIN�z REMODEL NOTES - VERIFY SIZE, LOC, ROUTING 4 INVERT �`f oo I. ALL PIPNJG FOR WATER HEATER C'LO'THES ♦ --_ -- -_ _ - - --- - -_ -_- __ _. __ UIJASHER AND TOILET ROOM PLUN�•1 MI - FIXTURES TO REMAIN UNCHANGED. VERS' EXI9TIidG TOILET_l � - VERIFY GG�IDIT1 ♦ -__ - Cla Vl`I ION OF EXISTING PLUM''iDIPks OF EXISTING PLUMBING FIXTUI�S (WATER ♦ I - -- FIXTURES AND NOTIFY REGIS PROJECT CLOSET 4 LAVATORY) AND REPAIR / MANAGER FOR REPAIR OR REPLAC-M�.:.i t'. REPLACE FIXTURES IN POOR CONDITION VERIFY EXISTING CONDITIONS IN FIELD � 2. NO EXPOSED PVC OR C:GV"'ER, PIPING PRIOR: TO E31D - PLACE 2 FD W/ NCW 3 (E X W I� _ r � ALLOWED AT SWAM WOO 61MCS OR LAV& FD - SEE PLUMBING REMODEL NOTE$ � -�► EX. W I L*_J 1 I I 3. I" PSIME NSULAT!ON ON ALL 1•EW AND EXIOTNG HOT AND COLD WATER FIIPNG, F l W LUDNG 11°IPM6 IISELCAU CEIL.1140 TO WAVER HEATER EXIST MIM 4" W ROUJTING 4 INVERT I 4. VERIFY!' MALL All") CODE RECUIREMENTS I�OlR NSTALLATtON OP ,.17%1 FIXAMMI& AND NEW EQUIPI"RNT. " -- -� uj 5. CLEAN OUT ALL WASTE PIS sjWA PAST 714M F'VMT OF CCMIECTIC I TO MAIN WASTE LIP$ - - - - --_ H � _ Ln BEPOPM INSTALL_WA NEW FIXTURES. (NO b. R� AND CAP ALL VISGOPNECTED ELEC WATER HEATER AO SMITH DRE-W, w Ig ATO 11/2"V 4 3/4" H 4 CW �I� � - IgPONG 4 v �Cs� / -I 74 WAS. HER WALL BOX yE RATED T 0 P RELIEF VA PIPED TO FD FUNNEL, AT 3VI4" AFF. 1, ALL EXIOTHS FLOC GRAMS AND UNION 4 15ALL VA ON 3/4" CW CONN- WATER CLEANWO A14ALL gg FLtj&4 WITI4 M-W TILE HEATER SUPPLIED BY TENANT AND INSTALLED 3"111 4 1 1/2"V TO 3" FD W/ ly PLOOlRMb. #AD,JUST A& RIESUIRE1 BY TENANT'S CONTRACTOR FUNNEL 4 TRAP PRIMER RDS _----- ---- _. --_---�--`-�- PIF-� SICALM, %4001'-V of -1 Plumbing Flan - - '•.,.; ,.iXl't171k... G !18...,-, ,., .- _ - _..--^•--••---"--..,..n..• -.—•.*res."nnrrlr..-,.,,.. . .».r+..ww.,.w-.,... `..:,. 11 h1 .' I-;; ,.••.... ..,.. .. „i _:....,.....w ..... _.,...,..o-..........u..wMW.Wr aia.., �a.4 ' '-, i!1 Ill'uil !;rl' ::I 1V!! (III ill! illi iUi Ilii (III II!I !11111111 ILII 1111 !Ulf Illi iill IIII'illl Ilil i!I!'llll 1111 fl I ,li! (III illi ,!II (III (III 1 II I I}1 H 1! , ►1 I III' cm I I� i I Ij N I I I 1 I I I I i 1 I ( I I ( I I I i IO 1I 12 13 14 IID 17 s® Isis 20 21 22 23 24 29 29 27 2p! 2ii 30 , rr :. l i ( kft 1i 11111�11 8 W'f ..x : 1 r .. _. .. ,. ., .w�...waw,.,...a.;c,.::�.....a...�ar�Y►._ lesue Daus glue �11-2�fv Q 1�78in �9 U O Q1 N O ; SHAMFQQLAK O °RE°°N 0 INTEGR:,L VACUUf1 9< � r' �yev L BREAKER ��/ '_ �.P� ;HO QD CL LjAadd � C,OrlNEGT NEW 3/4" N 4 GW EXISTINt CW SUPPLY LINES - VERIFY TAP LOCATIONS, SIZE,c3 WCONN NEW CW TO EXIST S%" zf v o w N AND ROUTING IN FIELD 517-E GW - VERIFY l_OG, v E & 6 Q SIZNGE 4 ROUTI /. kivo v 0 a 2 .0 0E y U ._ O JN V) 2 44- f n i >00,0, Tn BALL VAL `- / UNION, TYP 4 1 p A$MERATED Tt TRAP PRIMER VALVE - EXTEND RELIEF VA PIPED WATER AND CONNECT 1/2" TRAP 'RIMER TO FD FUNNEL NEATE PIPING TO FLOOR DRAIN WITH TRAP PRIMER CONNECTION - COORDINATE ROUTING - TYP OF 2 d IL. J � d LU z AZA h d lb A ZZ - d / I / I N GL �/1 / �QO SINK ��lAJLi INTERCEPTOIQ CONNECT NEW 1 1/2" V TO EXISTING VENT - VERIFY TAP LOCATION, L 1p SIZE, AND ROUTING IN FIELD 40.4 tt1 AN 0 _ S o j 100^1 G: RR/KR-25 LXj.0 T WA TO REMAIN - 'VERIFY SIZE AND ROUTMG IN FIELD � 1 CONNECT NEW 3- W TO EXISTNG a - ARIFYP 'LOCAT SIZE, AND ROUTMI IN FIELD ® ld ir° !F!? IlleLU l 3 ` ""T e� 3" Cie u %3" FD W/ BktAL !TRAE lL9Ef3 L`L-- Mp"2 mechanical Schadule5 Plumbin RisersAll - -aft A"A 409 LEQIBtI.f'C'Y STR 10 13 14'ti's f r nM.i pn zI 22 23 ze 7 29 3�1' 4y ; Ir —27 d9 r; w� ...• ry - a ��?� � �� 4 y .y 1.7i c' S��.`�t�-r,4 ni,;,'�`• ��,,...- : i .rfiv. ,. �.__ �.—•_�..� �.a:��•.,IrJf��-.—a .—•.•:.—ya%2C!'efM`1�—•.u:mrie.rn,.arn..e..its•=+vi.f:.9.tlt3•M4M+••rM_illsLa:�'.+J.S�MR: wn...ra..�'.��:]4�.Iss-n uiYleli.:.'.id�.'y,.:,�._�.°.xekk:Y,YC�F.'Lie:AUC:..a.3!'l.f�::iEN�.�,w.yeeA�'�ifS�IwwY��f.._aur s,w"�%- ",�s�• ,"'.---.:"maam�.- --�;ywCty�u.'. _-- _ �.urs��:�.du.��.�,�c.mi .. A' 6": 1 51 I," �� f� 5k,-,.: , fr_�......11�,�,e J�11 I - N �q I. ,,; ,' 4 ", : �, &, 1 r, ., 1.= 5t„ s , . },T I or }n 7, ... `� �I 1" I I , I I 1 I :- .. '.:. .,wa.av'-u,�:.rYfr.,..Wc+,.<+ww,:a.rn:.:�e.,,:,:c.a..�.iw'�_..urinti•�,uu�.r.;8.;..w:.i..:�:w..v�w-.w+,e...ew'w....:u�.......y,�.. .�...,...w......��.-_...-.,.�.,...,a...�......, ....._..,w...A.,a.weo..ire.. . .".-. 1. '. .. see.a..o»...w,;,.we..a.wmw,rr:....�.�..m+wc.tww.,.u.It.a,.:,a�,,:r�:a:w...�,w.wwa::a��:J.ix�s..a'�s+� .. -.. . , .. ,.. ... i I. iF1E CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SiZE SAH7;1Y THE FOILt]>AIIN1G I. �r i -- i DETAILS AND DWkSjW OF rUNSFRUCTNlN SHALL. BE VERIFIED AT THE SITE BY THE -rY ]HIS SECTION A1'PUE.S TU THE STRUCTURAL POWIDNS OF THE PROJECT RVIIARNG CoNwA[roR AND ANY DOCRREPANCY BETWEEN THE PUNS AND THE INTENT OF THE STANDARD NOTES AND DETAIL'S F��_11 Date REQUIREMENTS A14E NOT INTENDED TO BE A COMPLETE LJW. BUT ARE ADDITIONAL SPECIAL. INSKCTION. THE SPEWL INSPECIOR'S DUiIES ARE AS DESCRIBED IN CERTIFICATION LESION TESTING OR VEIVICAT1ON REDUIREO PROJEI t SHALL RE PROMPTLY WFORTEO 10 THE EWGNEER BEFORE CONSTRUCTION OR S I.1 - - STANDARD MOTES AND DETAILS SAF•ETG REOuMtEM4ENtS FOR THE OONTRACIDR. OBSMATION VISITS TO THE STYE BY IDC CIWIER 17 OF Fm - FAYRICA;ION BEGINS. 30 NOT SCAI.E DRAWW". THE S1RUICiURAL. D "NEER SHALL NOT INCLUDE INSN' CTION OF THE. IYMIDWNINC ITEMS. pJnE-1 AND RES I.iLLITKS OF THE SKCIAL bkjCTOF,; &C CHAPTER TIMOR TO DURING LONSTRUCRON _ 21 CONISTRUCTION ----- 2.ALL (:LAS, DESIGNS, AJRRANKEMENTS AND PLANS INOICATED OR REPRESENTED BY THIS 51.2 STANDARD CO,ICt�£�E NOTES .AND WAILS h 2. THE STRUCTURE SHOWN IN YHESE DRAWINGS 15 31RUCTURALLY BOUND ONLY N ITS o) THE SPECIAL. INSPECTOR SHALL BE A QUALIFIED PERSONS WHO SHALL I'm ZONES I'm SEI51AFC DRWWG ARE OWNED BY AID THE PROPDNTY OF BRAD YOLINO A ASSOCIATES, INC, (BPA), I lD L1 r DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL D.1.2. ALL ZONES - COMPIETE FORM.. THE UESK;y( ADEQUACY AND SAFETY DR ERECTION BRACING. SHOWN" AND VERT L'REATITJ. EVOLVED ANO OEIIFLDPED FOR 115E DN AND IN CONNECTIIIN WI1H TEMPORARY SUPPORTS. EiC. IS THE SOLE RESPONSMITY OF THE CONTRACTOR. AND ANO THE ENCINEER OF RECORD FOR i4PFLTHON OF THE PARTICULAR TYPE VALUES SEISMIC 3 it 4 THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS. USIONS, ARRA O &PIIS OR PLANS TAMING PLAN HAS WIT BEEN COON ' ED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR F5 OF CONSIRUL'TON OR OPERATIONS REQUIRING SPECAL iNSPfx.TIO IS. ZONES CYU> 1500 PSI I SHALL. BE USED 9Y OR DOUDBED TO ANY PERSON, H1RM OR CORPORATION FOR ANY RESPON518LE FOR ir., jTABIUTY OF THE STRUCTURE PRIM TO THE APPLICATIDN OF b) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR 3 k 4 PUM30 E WHAISOWVER WITHOUT THE WRITTEN PERMISSION OF RYA. FILING: THE5L S2.1 - -- FXISTING ROOF FRAMING PLAN Ali. WAL S AND ROOF A FLOOR SHEATHING. HE SHALL PROVIDE THE NECESSARY CONFORWINCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. CMAs 1500 P9 DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REU:: . BRACING TU PRCTVE STAET IN PRIOR TO THE APPLICATION OF THE AFORE- t) COBS OF TEST RESULTS AND FINAL REPORTS SHALL BE 4ANISHED TO - � � 3 PRSYS, EA 3 PRISM- EA. REPROOLIGTiON OR PUBULATION aW ANY METHOD IN WHOLE OR IN PART IS PRCHOTEU. DETAILS HADNIIONED MATERIALS. THIS ENCNEER N ADDITION TO OTHER NORMAL- DISIRRUiiONS WITHIN �Irj_r,c ," FULL 5 PRISMS 5,DOO S0. FT. `3,000 SQ. FT. [] ❑ ■ TiTLE TO THESE PUNS REMAINS WiTH THE BRAD YOUNG M ASSOILUTES. INC. AND VISLML ~�"� J. AN ERE-%.IJN PLAN IS REQUIRED FDR W051 OOMSTRUCYFO'N PHASkS. CONIRAI•lOR ONE WEEK OF TILE TEST OR NSPECTKk1. DTEESSTIIN+G. STRESS - OF �4 OF VALE' CONTACT WITH THEM CONSTITUTES PRIMA FACIE 'k1DENLE: OF THE ACCEPTAN^E. OF 53.1 FRAWING DL_1AILS SHAH UiTERV.•NE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS d) ALL DISCREPANCIES SHALL BE HROuGH7 TO YHE IMMEDIATE ATTENTION OF IBC CHAPTr ,i - LEnER OF 3 FRS, Ek THESE W,STRICTKJNS. ACCor»'Wt: TO Ail APPUCAaLE SAFETY REGULATIONS- A CERTIFIED COPY OF SUCH THE CONTRAGTLR roR CORRECTION- THEN IF UNCORRik'FEO TO THE ;µLF 3 PFtiSY9� 3.ALL WORK SHALL COMPLY WITH T14E F.'EQuWEYENTS OF LOCAL, COUNTY, STATE OR CERmcJ►TION s,000 5Q. FT. MCCT10N %W5 SHALL RG" ON THE CONSTRUCTION SITE AT ALL TIMES. ENGINEER OF RECORD 11ND TO THE BUIL"N;c OFFICA4L. :.TRESS OF WALL' FEDERAL gjLrTCls WWANG AJiCS01OF C STEL YOUNG M PROPER INCNC- ASSIAHE ND 4. IEII'ORA4Y LOADING DURING CONSTRUCTION SITYALl. NOT OVERLOAD DESMON YAUMES. e) THE SPECIAL NSPEMOR SHALL SUBMIT A FINAL SONED REPORT STATING ---i RESF'ONSNBLLfTY FOR SUI'ERVISIOM OF CONSTRUCTION OR PROPER EXECUfIUN OF THE 1 ,z(;r_'vF_D CONTRACTUR IS RESI'01NSIBLE F709 NOTIFYING All TRADES OF SUCH DESIGN VALUES. WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST D 2 F PPROVED 30 3 PRISMS, EA 3 PRISMS, EA. WORK SHOWN ON THESE DRAWINGS SAFETY METHOOS AND TECHMIOUES ARE THE SOLE TME. LOSE OF AN TYPE MATERNAL HANDLING EQUIPMENT IS PROMO ED FROM IJSE DF THE NSPtCMR'S KNOWLEDGE. IN CONFORMANCE WITH THE APPRINED RY PRISM PRISM 5.D00 50. Fi• 5,000 SU. FT. ❑ ❑ ■ RESPONSIBM-fTY OF THE CONTRACTOR. AM' DEiMTIONS (1R .)NWTHORI_ED CHANGES TO DM WOOD ROOFS AND ELEVATED FLOORS. PLANS AND WECFWIONS AND THE APPLIWOU NOWMANNSH IP PROVISIONS TE:'IiNU. 4CM TRESS RECORD OF WALL' OF MILLI THESE DRAINS ARE NOI THE RESPONSIBILITY OF BRAD YOUNG t ASSOCIATES, INC. - ❑ n ;1 -F DF THE IBC (30 PRISMS), APPROVED 30 LEAN OF 3 PRISM% EA. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED N WRITING PRIOR TO ---1----- ��A13 �U 2`j01 5- THE COFNTRACTTiit SHALL PROVIDE ATTACHED VISIBLE PLATES INOICMATINC THE DESIGN IBC CHAPTER 21 HALF I CONSTRUJCTIOW Il 15 THE CONTAIhMOR'S RESPONSOLITY TO M:,iIrY THE ENGINEER 2. ALL TEST AND INSPECTIONS SHAM. FIE PERFORMED BY AN NDEPIENWO TESTING AND PRiSM CERTIFICATION 5,000 SQ. FT. ❑ ❑ ■ OF THE PROGRESS OF THE PROJECT 10 FACIU19E OUR M,-SIZE WSITS TO ANSWER 1 SCTURAL DRAWINGS INDEX CITYUFTILjAHb ED" IN ALL SPACES lS REQURED BY 4PPUCABLE SAFETY RECUAA11ONLS. THE INSPECT"% AGENCY EMP DYED BY TINE OMNER OR ARCHITECT ANO NOT Tit STkESS RECDRO' OF MALI` QUESTIONS AND VIEW THE PROGRESS AND W40Y OF N." IF REQUIRED. ---- ------ - -------��_ �t� .- OCCUPANT OF THE BUILDING SHALL BE RESPQNSIRIIC FOR KEEPIMNa THE ACTUAL CtkN11L►'TOR PER IBC CHAPTER 17 JCB SI1T VISITS 8Y THE ENCINCER OF - ------- sQ1VISIC)N LOAD BQDW THE ALLOWABLE UNITS. R 3 UNITS 3 UNITS a 3 UNITS A 4.THE CONTRACTOR SHALL NOTIFY OUR OFFiCE 48 HOURS PRIOR TO THE FO;LUMNS )3VIVA.AI^ RECORD DOES NOT CONSTITUTE A SPECIAL NSPEC41k1_ III 3 frN. OR OR l t 0 �tlj!1 PHASES OF CON51Rl1CTKIN •ONLY F THESE P.AlAlS OR ANY OTHER 1JIHtOR1TY A B ANCHOR BOLT ELFV ELEVATION NO. or / NUMBER O. CONTRACTOR SHAI1 DETERMINE IF A CALOSJA PEW IS REQUIRE4, IF SO. 11 SHALL UNIT STRENGTH Full tea`' BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT, 3• THE OOHiRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION METHOD S1RES5 3 PRISMA FA P .,N E:/1. ❑ ❑ ■ SpECIFIULIY REWARiS THE ENGINEER OF R£L11<t0 TO MARE A JOU IIS:-ECTIWL ADJ ADJU5TA8l� EOR ENGINEER OF R�ORD O.L. ON CENTER FIRM WITH A SCHEDULE '10 FACILITATE THE PROPER COORDINATION OF IWO.FtI(. BC CHAPTER 11 5,000 SQ. FT 5,000 SQ. FT. [NCR- ENGINEER OPNG, OPENING 7. THE LACK OF A HIGH G11AR`ARAL Al BUILDING PARAPETS FLOOR OPENING A ROOF 4. PORTICINS OF- WDRIi REQUANG SF-COAL INSPECTION: > > o) FOUNDATION POURS' A.C:1 AMERI OF WAIL __ OF ,1.0 I. AMERICAN EQ EQUAL OPO. OUTS"E OPENINCS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE YES NO N A b) AFTER THE FAN OF OF THE SUPERSTRU(TUkE AND PRIOR A) FOLINTIATICM / LETTER OF NONE 3 UNITS � ill C OSeNG-N Oi ANY PHASE CK'kNCRE'IL" EQUY) F.Ql11PM1ENT O.O. OUTSIZE DIA. THiS CNOPAIR RECOMMENDS Tit USE OF GUARDRAIS Al STATED LOCATIONS. INSTITUTE IF GLO"AILS ARE NOT USEO THE OWNERS SMALL AG,'EPT FULL RESr1MBRJTY. a) COMPACTED FiLL, GRADING AND EXCNATIONS PER IBC -. . -. .❑ ❑ ■ CERTIFICATION' GROUT 1MN. a EDGE SIDE DR PL PLATE EXCEPT SEISMIC 3 PRISM EA S, THE GfOIEftAI L'ONTW►C10R SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.LS.C. AYLTIIGW EACH SIDE PENNY(d) NAL! (v IN ADDITION, TiE CONTRACTOR SHALL PROVIDE CI EARLY L',n LE SIGNS A7 THESE b) CU9INUOUS WAUTiON OF Pili DRIVING AND / OR DRILLING NICE ZONE 3,4, I'm 5,000 SU. FT. ALL DIMENSK)NS. OWES. AND OTHER W)NDFTIONS. AND SHAM CORRUATC 9 INSTITUTE OF EDuST (E.) EXISTING PLYWD. PLYWOOD IOCATiONS STATING °CALlODN NO GLMRDRAIL'. OF CAJS9DNS ..... ............... ..... .. ,. .❑ Cl ■ N ❑ ❑ ■ PS.F POL:NDS PER T STRESS CMU>I600 PSI OF WALL THE JOB SITE ALL SUCH DRYS. f;ENERAI CONTkAGTOR SWILL RERORT ANY STEEL CONSTR. EXP EXPANSION L All- TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARORAA_ SWILL BE B) CONCRETE s uNrts b DHSCREPANOES TO THE ENGINEER FOR CLAW C•ITION AND CORRECTIONS PRIOR TO AS T,M. AMERICAN 50C m FiN. FINISH SQUARE FDO 0 k)EQUTATELY COVERED AND D MGNED TO RESIST CONSTRUCTION TRAi riC LOADS. a) COA'TINLFOUS NSKC11ON AND TESL CYLINDERS FOR ALL CONCRETE GROUTS WIN DEOINNINC ANI WORK. P.S.I. POUNDS PER FOR IESTYNG F.N. FIELD NAP-NO M WWTH COMPRISSIVE STRENGTH EXCEEDING 2.500 PSI SHALL HE I ___ oR 5 P!h� _ I. All STRUCTURAL MLMKRS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR nNAL A MATERIALS N FACE MOUNT SQUARE WC ,Q B. CONTRACTOR SHALL VERA' THAT AL1. WIJOWS ARE DESIGNED TO WITH STAND INSPECTED FIC AN APPROVED TESTING AGENCY IN ACCORDANCC I LOCATION. BRAD YOUNG A ASSOCIATES, INC. HAS NOT PERFORMED OL.�NSTRUC,no APA AMFRKM PLYWOW ", FLOOR PRESS. PRESSURE THE: LOADS SPECIFIED IN THE UNIFORM BUILDING CODE. WITH THE IBC CHAPTER 17. SUBMIT INSPECTOR I I. A LETTEP. OF CEPTFiCATKIN IS REQUIRLD IN ACCORDANCE WITH IBC EKKERINC (SHORING L ALL ATIO NS) OR ENGINEERING NECESSARY TO PLACE aNY ASSOCIATION Fir FLOOR TO FLOUR R. RADIUS 10. IT SMA1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE Nl EItJS11NG UT1t1TES OU1JFICATICINS IN ACCORDANCE WITH '9C CHAP'TER 21 FOR UNITS AND IBC CHAPTER 21 OR STRUCTIf.UL MEMBERS IN THIEP FINAL LOCATION (ERECTION CALCULATION$). M. FOOiINC REINF. RENFOR::ING ffl WHETi ER BROWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE AND REPDRTS TO DHE DEVELOPMENT DEFARTMeNT BUILDING FOR l3ROl1T• A*S AMERICAN WELDING RW REQUIRED 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICAL!.Y SHOWN FUN. FtaIINDAl10N -__ L'ONTRACTOR SHALL BEAR 411 EXPENSE OF REPAIR OR REPLACEMENT IN AND SAFETY SERNCES DI S" (OR ANkWABLE LOCAL 2 GROAT MIDST ACHIEVE A MINIMUM COMPREESSNE SiRENGTH AT 28 DAYS A411 AYFRK.NN WEIDINNG rPMG FRMNNG RM ROOM CONJUNCTION WiTH THE D(ECUr1ON OF THIS WOR►:, DEPAR1lNOM... .... ... ❑ ❑ ■ DTHERE AS SHOWNDETAILOF CONSTRUCTION NOT FULLY SHOWN SHALL BE LIG THE SAME � CHIEDULE ... ................................ OF 2000 PSI. THE BIMDINO UFFICUL MAY ftECU1RE A FIELD •'a-�Y SCH[U S WQt1RE AS SHORAN FOR SIMILAR CONDITIONS. TYPICAL D'.:TAIL.S ARE AT + � 'KALE. GA. GAUGE 11. WATERAL USED IN THIS DESIGN IAAY BR HAZARDOUS TO ONES HEALTH. THE b) C(ONT1Nll0US INSF'ECIiON FOR SiJAB-ON-GRADE CONCRETE COMPRF_aSNE STRENGTH TM OF THE GROUT BE MADE IN ACCORDANCE BD. BOARD GALVANIZED SHTG SHEATHING CONTRACTOR AND OWNER SHILL ACCEPT A._ RESPONSIBIUiY AND SWKl POST WITH IBC STANDARDS. L DO NOT spMALE SiPuCTURAL DRAWINGS. k DIIIF.NSn4S OR OCTAL ARE MIT CLEJAR, OR 9F. BRACED FRAME GAIN GOOD OR SMT. SHEET (THAT IS NOT ALREADY REOUERED TO HAVE SPECIAL ❑ ❑ ■ 3 PR" TESTING w Ac�OROANCE WITH IBC CHAPTER 21 DISCREPANCIES EXIST ON THE DRAWINCS OR SPECIFICA IDNS. CONTACT THE ENGINEER. BLK BLOCK SIM. SIMILAR SUCH WARMINC DI-l•zING OON�"NJCTION. INSPECTION BY ITEM o) . ............ GL.-B GLUE IAM BEAM BLKC, BLOCKING SLV SHORT LEG 12, THE CONTRA'T'JP 'UMNG L- .,TRU CTION AND THE OWNER, OURMFG 0CLUPANCY, 4. PRISM TESTING IN ACCOIRDAWE *Tit IBC CHAPTER 21 9. SEE MEe'MNICAL, ELECTRICAL, AND/OR ARCHITECTURAL D!%AWING5 FOR LOCATION AND GRD. GRACE VERTICAL SHALL ASSUME A,, RfSPONS!BI.EFY FOR II O ER ROOF MAINTENANCE TO INSURE c) TEST CYIINDERS FOR SLAB-DN-GRADE CONCRETE WE OF PIPES, CONDUITS. FLOOR DRAINS, VENT'S, DUGS, DRAIN LEAOEF:S AND B07 BOTTOM H D HO DOwei SPEC, SPECIFICATION (THAT K NOT ALREADY REQUIRED TO WAVE SPECIAL 131OG. BI11lTXNG STGR• STAGGER PROPER ROOF DF::.INNACE GI 0 ■ STALER SIMILAR OPENINGS NOT INDICATED ON THE 511RUCT11RAl DRAWINGS. HDR. HEADER INSPECTION BY ITEM a) . . ....-•••••--•--•--••-•••••-'•''•- 5. IBC GIAPTEk 'tl REQUIRED A IfTTDt Of CkffTEl(:ATKNN FROM � �� SEAM HDR. HEADER C.M. STANDARD 13. THE OUNTRACTCR C' RE'_SPONSI�F FOR ALL CONSTRUCTION IiNCUJOING BUILDING ERECTION I THE RESPONSIBLE PARTY WHD VUWED THE Ern IN A:COUDANCE WITH 10. SEE MECHANICAL, ELCCTRICAL AND/OR MCMTECTUJRAL DRAWINOS FOR EMBEDMENT 0" B,N. BOUNDARY NAUJG SAFETt. THE COK!RACTOR IS RESNON:SIBLE FOR FOLLOWING ALL FREC'ION LAOIS AND C) REINFORCING SMEL: I HT. HEIGHT SiL. STEEL GUIDEUHES. IF TIX CONTRACTOR FaIS THAT THE ERECTION OF THE STRUCTURE a) PLACING OF REINFORCING (CONCRETE W/ SPEVAL NSPMT1ON)... .❑ ❑ ■ IBC CHAPTER S FOR MN/I.50ATE F'RI5Y LEST BOLTS, ANCHORS AND OVER MISCELLANEOUS EMBEDDED 17E)1` NOF SHK)WN 0!1 C CNWNFL RECORD) TO ASSURE THE MATERIAL USED N THE CONSTRUCTION OF STRUCTURAL DRAWINGS. CIG. CEIUN4 HOW. HORIZONTAL STIFF. STIFFENER i REPRESENTED IN THESE PIANS WILL NOT WET THOSE LAWS A GUIDELINES. THE b SAMPLING AND TESTING OF STT"EL MILL REPORTS AND I THE PROJECT ARE REPRESENTATIVE-, OF THF. M+TERALS USED TO CLR. CLEAR HSB. �iGH ST.RENMH STRuCT. STRUCTURAL CONTRACTOR MUaT NOTIFY THE ENGINEER BEFORE CON.`ARUCIION AND FABRICMtTION DEW. ) INNTiF1CATION OF STEEL) . ........... ... ......... ....... -❑ ❑ ■ I O NSTRUICT THE PRISMS PRIOR 10 CONSTRUCTION. 11. SEE PLUMBING Jt ARCHITECTURAL PLANS FOR KUUIRED SLAB WORK FOR FLUOR DRAINS CIX.. COLUMN BOLT S0. SOUARE £ I *'A �/ 0) BOLTING: 5. PRISM TESTING N ACCORDANCE WITH IBC CHAPTER 21 12. THE DESICN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALI ACCEPTED LOCAL C-M,U CONCRETE MkSOWRY H.S. HIGH SIDE SYM. SYMMETRICAL O 8 AD�m�tlW/"1L SA "�T1 NOTES a) HIGH STRENGTH BOLT A325SC R A490SC (TGROUE VERIFICATION). .❑ ❑ ■ OOVERNMt, CODES Ili THE PARTICULAR AREA UNDER CONSTRICTION. UNIT LN. INCH TF -TOP FLWGE o 7. UNIT TESTING: IN ACCORDANCE WITH IBC CHAFFER 21 AND C.J. CONSTRUCTION I-D INSIDE DAMETER TRK, THICK 13. THE DULY Of THE ENGINEER TO CONDI C1 CONST RUCDON REVIEW OF THE CONTRACTOR'S CAh )I S b HIGH STRENGTH BOLT A325N A N49ON (TORQUE VERIFICATION) -.. .❑ ❑ ■ GROUT TESTM; DR VERIFICATION IN ACCORDANCE WITH IBC CHAPTER 21 JOINT IM INiERi[lk T5 TUBE STEEL tk PERFORMANCE. IF REQUIRED, S NOT INTENDED TO INCLUDE REVIEIR OF THE ADEQUACY L THE EXCEPTION N BC CHAPTER 21 ALLOWS FRNSM OF THE CONTRACTOR'S SAFETY MEASURES N, pN, OR NEAR THE CONSTRUCTION SITE: CONC CONCRETE JST. ,JOIST U.F.C. UNIFORM N c) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY. ... .■ ❑ ❑ TESTING TO BE PERFORMED IN LIEU OF UNITS TESTING AND GROUT CONN. CONNECTION K or OM 1000 �a BULDING COD 1�- SHOP DRAWINGS ARE REQU11Rm FOR THE FOL.LCIINIX: ffDdS. SUBMIT AT LEAST (IF THEY ARE RiOLNRED BY THESE PIANS OR REQUIRED TEST C OR Vp,T�T�. 14, ANY SUPPORT SERVICES PIONFORNMEO BY THE ENGINEER FIELD REPRLSENTATIVFS DURING CONSTR. CONSTRUC11ON LAN LAMINATED U.N.O UNLESS NOTE - I 1) SIT OF PRIITS FOR ENGINEERS RECORDS (I) SET OF SEPAS TO BE CHECKED DURING ppySlRl1C11�1) l-- - CONSTRUCTION SHALL BE pISTiNGWSHED FROM fOKRNtJ01JS AND DETAILED INSPECTION Vii. CONTINUOUS LD w LBS. POUNDS OTHERWISE ENGINEER THEN REPRODUCED BY THE CON R YOR AND CALCULATHONS SERVICES WHICH ARE FURNISHED BY OTHERS. THESE. SUPPORT SERVICES PERFORMED DA DOUBLE ANGIE LS. LOW 510E VERT. VEP,TICAL F APPLICABLE) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. d) ANCHOR BOTS AT CONCRETE WALLS AND BRACED FK%*!;, ❑ ❑ ■ H) STRUCTURAL STEEL' BY THE ENGINEER WHETHER PERFORANED PRIOR SO, OURNG, OR AFTER COMPLETION OF W. WIDTH (BOLT INSTALLATION AND CONCRETE PUACEYENT) ..-.. I DEMO. DEMOLISH Ll. WT. uCHT WEIGHT o CONCRETE RDNFORCNC BARS 0) MiLL REPORT AND IDENTIFICATION OF STEEL CONSTRUCTION ARE PERFORMED SOLELY FOR THE PUN OSE OF A5313TINC IN QLIAUTY DET DETAIL LLV LONG LEG VERTICAL - WEICIIT E) INSULATING CONCRETE FILL: (AJTIDAVn OF COMPLANCQ . ....... ...... ..... ...... .0 0 ❑ CONTROL AND IN A041EMNG CONFORMANCE WITH CONTRACT DRAVINM AND SPECIFICA- DAO. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE 0 b) CDNCRE.TE NIX OF90N a) TEST cYU NDERS AND INSPECTIONS . . ....._..... .... .. ... ❑ ❑ ■ b) SAMPLING AND TESTING OF SPECIMENS .... .. ....... ........ . .❑ ❑ ■ T1ON5, BUT THEY DO NUT SION r NgRUC ION. PERFORMANCE AND STALL NOT DM (0) DIA MMR WAS. MASONRY FABRIC c) STRUCTURAL STEEL BE CONSTP,IJED AS SUPEH7V151ON OF CONNSTRUCTION. 113 APA SHEATHING DNPHRAGY WITH SPECIAL HEAVY ZONE NAILING 1) WELDING; DIN. O UEIL AIN MAX, MAXIMUM w-w NI. WELDED WIRE d) GROUT MIX DESIGN a) INSPEC'TIO14 GW SHEATHING, NAIL DIAMETER A LENGTH, "LAG o ALL. WELDING INCLUDING, DFCKINC A WELDED STUDS SHALL BE 15. ALL WORK SHALL GOND AN TO THE OE`R ENTALAdLE CONSTRUCTION SAFETY REOuIRE.- DBL. DOUBLE WI METALMOMEFRAME MESH a)ALL, MEATS OF 0.5.kA MDU ANY OCHER GOVERNMENTAL ENTITY HAVING JURISDICTION PWG. DRNWWG 1411. METAL WF. WIDE NUANCE e) iVMSONRY REINFORCING BARS LINES, NAIL SPACING. AND FRAMINO WIDTH AT ADJOINING PANEL INSPECT© BY AN APPROVED TESTING ACFNCY IN ACCORDANCE 40WEVER iT IS THE EA. WH ON, MINIMUN W/ WITH Z f) QWED-LAWNATE0 TINDER MEMi9ERS EDGES. VERIFY ADA STAMP. ....................... ...........❑ ❑ ■ WITH THE 1130 CHAPTER 17 SUBMIT 16. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY CiSllPlkl£. E_N. MCI NAI NG N.T.S. NOT TO SCALE INSPECTOR CIUALIFICATION IN ACCORDANCE WITH IBC P,ESPONSDI.ITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS W5 W000 SCREW g) ROOF A FLOOR TRLASES - DEFERRED SUBMITTAL C) MASONRY: AND RUVRFS TO THE DEVELOPMENT NECESSARY TO RENDER THE WORK COMPLLIE., AS IS THE INTENT OF THESE DRAWINGS. h) STEEL STAIR DRAWINGS THAT ARE BY OTHERS a) SPECIAL INSPECTION . ............. ....................... .❑ EJ ■ DEPARTMENT BULD000 AND SAFETY SEWVICE.S DIVISION (OR EITHER SHOWN OR INFERRED HEREIN. THROUGH PROPER C51ABUSHED CONSTRUCTION 2 ABBREWA TIONS v 11 i) H�ELICAL PIERS -- DEFERRED SUBMITTAL r)ALL FULLY :,ROUTEED OPEN-END HIOU,OW-UNIT ObNCRETC WASOMNRY SHALL APPLICABLE LOCAL DEPARTMENn. ..... .................... . .. .■ ❑ ❑ PRACTICES. TLT-UP PANEL 'LFT / ERECTION (REINFORCING STEEL' DRAWING'~ Flt CALCULATIONS RE:COVE PERIODIC SPECIAL INSPECTION N ACCORDANCE WITH SC. CHAPTER b) ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS 17.T{IE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND .NE COOFOILATION I -- _- CNG03 Q, I) 17 R 21 WITH THE WPROVAL OF THE BUILDING OWNER AT MOMENT FRAME'S, BRACED FRAMES, AND FIELD WELD`'. .. .......❑ ❑ ■ OF ALL TIRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR k) CURTAIN WALL CALCULATIONS N11 PLANES AND CiTY BUILDING OFFICIAL. OTHERWISE PROIADE FULL TiME 2, ALLOW TEN (10) WORKING DAYS FPR SHOP DRAWINGS REVIEW! COMMENCING THE SPECIAL INSPECTION. c) S1RlJCTI1RAL LIOKT GAGE METAL FRAME WELDING . ............. .❑ ❑ sINDMNN LIR INFERRED ON THESE PLANS. r�,r NEXT WORIONC• DAY AFTEP. RECEIPT. PLEASE PIAN YOUR SCHEDULE E CING TH_Y. b) pIJALITY ASSURANCE d) RONFORC14n STEEL WEIDING PER IBC CHAPTER 17........ ......❑ ❑ ■ IDE ALL MCETRIAL AND WORK PEWOMMM sHAll F_DMFDRM wiTH THE REQUIREMENTS OF �11.��' -STEEL _ -NATIVE SOIL SHE UNFORY BUILDING COME OR OTHER GOVERNING CODES AND BuIDING ORDINANCES. 1) TEST BLM UMTS PRIOR TO CONSTRUCTION AND DURNC CONSTRUCTION 5. APPRDVED FASR&ATOPLS: (MUJST SUBMIT CERTiFICATE OF COMPUANCE) ALL REFERENCE TO THE INFORM BUIDINGi CODE SHALL BE THE LATEST ADOPTED EDITION. S. NO PART OF THE CONTRACT DOCUJFNNTS ARF. TD BE REPRODUCED AS PAR. Of c IN ACCORDANCE TO IBC CHAPTER 21 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTUJRAL STEEL, 19. THE CONTRACT OPARINGS AND SPEUFWiONS REPRESENT THE FINISHED STRUIC1URE AND E `MASONRY -ENGINELRED FILL THE SHOP DRAWING,;. SHDP DRATNNZ CONTAINING DETAILS. SECTIONS OR PLANS 2) A LETTER OF CERTIFICATION FROM THE SUPPLER OF THE MATERIALS TO THE JOB .■ ❑ ClPHOTO COPED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. SITE SWU_L BE PROVIDED TO THE DEVELOPMENT DEPARTMENT AND THE GI U-LANK PRECAST CONCRETE. ETI: . .... .. .. ................... ON NDit ►INDICATE THE NE D SH 1X 3E SOLELY THE BLE FOR STRU SUPERVISE 1. BEFORE $UBMITTINC A SHOP DRAWING OR ANT' RELA3Ei1 MATERIAL 10 1h15 ENGINEER. ENGINEER OF RECORD PRIOR TG? DELIVERY OF THE MATERIALS TO 11 6. STRUICTJFLIAL- OBSERVATION REQUIRED ..... ........................ .❑ ■ ❑ AND DIRECT THE MDRIK AND SHALL BE SOl0.Y RESPONSIBLE FOR CONSTRlICT1UN NE�MNS 11.1E RE SL WrTI 6NN1 RENEW EACH SUCH ' RELATSkw FOR CONFORMANCE WITH ENGINEER O MATERIALS MEET }E STRENGTH'S NOTA ON THESE PIANS. WHEN REQUIRED BY THIS ENGINEER OR THE BULLING DEPARTMENT, THE METHODS, TM4NQUJE.S, SEIDUEN10ES, AND PROCEDURES. INCWDING, BUT NOT UNITED -AGGREGATE �!�� -GROUT ff• THE MEANS, METMUOS, TECHNIQUES, SEQUENCES. AND OPEFLAH10N5 OF OONSTR.:,TK>N, OWNER SHALL DJPLOY AN ENCKi:R APPROWD BY BRAD YOUNG AND 70 BRACING AND SHOE 74 OBSERVATION N VISITS TO THE SITE rK) S DF RFPRESO1ECTFVFS r- It. '1 ]) THE SPECIAL INSPECTOR MU5f SUBMIT A LETTER OF INTENDED SPECIAL ASSOCIATES TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN OF THE dRCMIIECT OR ;YDBEER SHALL NOT INCLUDE INSPEC►IONS OF TH4" PROlEC1MIE INSPECTION SERVICES AND METHODS ro THE CiTY BUILDING DEPARINENT WITH YFISURES OR THE CONSTRUCnM PROCEDURES. ANY SUPPORT SERVICES IfRFORMED �` -WOOD BLOCK � M � AND SAFETY PRECAUTIONS AND PRO(IFtAMfS Ii(:DFMAL THERETO. All DF WH'IC`t ARE IBC. �---� � � 1 -CON�rtETE THE SOLE RMPONSOUTY OF THE CONTRACTOR; AND APPROVE EACH SUCH A LINTER FROM THE ENCINEER 0} RECORD OKWC THE SPECIAL ILSPECTOR'a BY THE ARCHITECT OR EMMIN ER DURING THE CONSTRUCTION 9*1 BE DISTINGUISHM My � � SUBMISSION BEFORE SUBMIITINC IF. THE CONTRACTOR 5 ILLY RESPONSIBLE FOR ANY LEM.16 PROPOSAL. a) NOTES: �_ FROM OONNtINIHOIJS AND DETAILl17 WSPECTIUk SERVICES WHICH ARE R+RNISHkO BY �_"�� CHANGES OR DELAYS CAUSED BY PREMATURELY SUBYFiTING SHOP W MtIMNGS. THIS 4)THE THRC- QUALITY ASSURANCE METHODS BELCMF AK ALL ACCEPiA&f PER - OTHERS: THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, l�� Ir -J ENGINEERS SHOP DRAWINGS REVIEW AND STAMP ODES NOT ALLEIAATE THE CONTRACTORS IBC RECIAREMENTS. IF MORE THAN ONE METHOD HAS A YES' BOX SELECTED WHETHER OF MAIII IAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN OLIAUTY -COi IINL,.7LJ5 WOOD MEMBER w N W:SPON1WWTY TO REVIEW THE SAYE SHOP DRAWINGS. THIS ENGINEER SHALL THE CONTRACTOR BUILDING OWNER MAY Gi OOSE 2E OF THE METHODS TO -- CONTROL AND N .ACHIEVING COWDRMANCE WITH CONTRACT DO CUMENtS DO NOT I Z ASSUME THAT Nu 5HOF DRAWING OR RELATED SIJBMfRAL OOINPRTSES AN INTENTIONAL BE USED FOR -HE ENTIRE CONSTRUCTION PROCESS. ONCE A METHOD HAS _�,_. -_ GUARANTEE OX)N,AACTOR'S PERF•UIRMwC.E AND SHALL NOT K CONSTRUED AS VARIATION UNES5 CI MTPJ0OR ATMSES THIS ENGINEER OTHERWISE IN WRITING BEEN LOOSEN AND CONSTRUCTION HAS BFBAN THAT METHOD MUST BE USED Sl1PERU4SON OF L'ONSTRUCTiON () I-- WMCH IS THEN ACKNOWLEDGED B1' THIS D)NGINEER IN WRITING. FDR THE ENTIRE PROECT. -- 20.*HEREA SECTION OR TYACAL DETAIL IS SHOWN FOR ONE CONOYON, IT SHALL APPLY DETAIL - I- U (1 �, FOR ALL URE OR S1MIiAR CONDITIONS UNLESS OTHERWISE NOTA. - DETAIL I- ,g DIM WINGS SPECIAL INSPECTION NOTES _ _ _ � k 21.17 51W1 BE TIN[ GENERAL CONTRA[:TOK. RESPONSIBILITY FOR THE ,,UPERN�JION OF SHEET' DRAWN ON � Z Q 5 THE WORK tM P009K1LE OMISSIONS SHOWN OR INFERRED ON THOF MANS. e GNf105 .w;I 22.CONNECTIONS OF ALL ITEMS SUPF'::iu, ui THE STRUCTURAL AR[ THE RESPONSOUTY DETAIL, CLOT I. THESE GENERAL INDIES SUPPLEMENT THE PROJECT SPECIFICATIONS,. OF THE MSCIPLJNES WHO ARE MM(ING THESE ATTACHMDNTS. THESE ATTACHMENTS \,I.j REFERENCE __4 ` a 4 REFER TO PROJECT SPECIFICATIONS, FOR ADDITIONAL REQUIREMENTS. SHALL BE OESIGNL73 10 RESIST ALL GRAVITY, WIND. SDSMIC, THERMAL LOADS, ETC LILISPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER NFPA-13 SUSPENDED 1. THIS CiLJILOINC WAS BEEN DESIGNED TO SUSTAIN, WITHIN TILE LIMITATIONS � (- 2- STRUCTLRAL DRAWINGS ARE INTENDED 10 BE USED WITH ARCHITECTUJRAL, SPECIFIED IN THE 2153 NTERNNATIbNAL BLKIDNC CODE (19C), ALL DEAD CEILING SYSTEMS OF MAUSTFCAL 711.E OR LAY-IN PANELS SHALL BE SUPPORTED --_j - SECTION CUT W- !f n PLUMBING. ELECTRICAL„ CML AND MECHANICAL DRAWINGS. THE CONTRACTGP AND RACED PER UBC STANW..D 25-2 (ASTM GJ35 JI CIM) -- L IS RESPONSIRLE FOR COORDINNTNG SUCH REQUIREMENTS INTO THEIR SHOP LOADS AND OTHER APPLICABLE LOADS SPECIFIED IN CHAPTYR 18 OR 23-GEWRAL CONTRACTOR SHALL Nn,,Y ENGINEER MIO ARCHITECT IMMEDIATELY OF ANY X REFERENCE Q 9 0 OWINGS AND WORK. ELSEWHERE IN THE ;3C. D�REP�ES FOUND WITS THE CONTRACT DOCUMENTS 3. NO OPENING SHALL BE MAADE N AIRY STRUCTURAL MEMBER WITHOUT THE 3. ALL ALLOWABLE STRMES ANO SOFT-BEARING VALUES SPECIFIED IN THE IBC FOR 24,00NCRETE SUB-04-GRADE HAS NOT BEEN DESIGNED FOR COMTRUCTION LOADS OR XX - FOOTING AE COLUiFIN a WRITTEN APPROVAL OF THE ENGINEER OF RECORD. WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CANSIERINC SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENOiNEM. XX - SCHEDULE ITEM WIND DR EARTHQUAKE (W .5 EITHER ACTiNG ALONE OR MIEN COMBINED WITH ?5,Vk-MTK1iNAL EFFECTS OF MECWJNICAL EQUIPMENT HAVE NOT BEEN CONSIDERED FTY THIS L- ___1 4. NO CHANCE N SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE VERTICAL LOAM. NO NrREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTNC ENCINEER SHE,GRWALL MADE WITHOUT THE WRITTEN A"PROYVAL OF THE ENGINEER OF RECORD. ALONE. (SEE NOTE 6 FOR SPECIAL CONORONS) 26.NOTES AND DETAILS ON DRAWINGS SHM.L TAKE PRECEDENCE OVER THEA rENERAL HOTES � - SCHEDULE ITEM 5• OPENINGS V-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN 3. EACH COMPONENT HAS BEDN DESIGNED TD RESIST THE HOST CRITICAL EFFECT 27.CONSTRUCTION AND MATERIAL SIiALL rAWPLY W1TA AND BE NWALLED IN ALCORGANCE ON THE I TRUCTURJAL DRAWNGS. REFER TO ARCHITECTUFW AND RESULTING FROM ALL APPUCABLE LOAD COMBINATIONS REQUIRED BY THE USC WITH ALL. THE REQUIREMENTS OF AIA LEGALLY CONLTTTUTFO PUBLIC AUTHORITIES +HEIGHT _ ELEVATION MECHANICAL DRIAWINGS FOR SUCH OPENINGS. 4. GRAVITY LOADS: ((TiHF1ESE ARE THE GENERAL. DESIGN LOADS. THEY MAY LE ORDERAkMG AJRI!'DIE STA INCLUDING ALL COUNTY AND •SCAN ORDINANCES, AND THE 51`ETM ll Dt(FF3tENT IN LOCALIZED ARE1,S.) ORDERS IX THE STALE INOILSTRIAL ACCIDENT C0INYIS310N, DS►A. (SECTIONS tk PLANS) k THE CONTRACTOR 15 RF,SPrMSIBLE FOR LIMiTiNC THE AMOUNT OF o) DEAD LfiADS: 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPP.DYAL N THESE DOCUMENTS SHALL tM L_ 01 CONSiftllCTtON LOAD 11;P05ED UPON STRUCTURAL FRAMING. BE HERE DEFINED t0 MAN GENERAL ACCEPTANNCF 'A REVIEW AND SWILL NOT RFLfVE r v)) CONSTRUCTION LOADS ^SHALL NOT EXCEED THE DESIGN CAPACITY OF ROOF DEAD LOAD - N/A THE CONTRACTOR AND OR HIS SUBCONTRACTOR. OF ANY LIABILITY IN FURNISHING �_- 4 THE FRAMUIC AT THE T04E THE LOADS ARE IMPOSED. �� - N/A 111E REQUIEM MATERIALS OR LABOR SPECEIED. x INDI�'A1'ES NEW BUILDING p TL 0 �i r r: MANSARD LCAD: 29.CONSTRUCT THOSE FEATURES OF THE PROTECT, W}NCH MAY NUT BE FULLY SHOWN, IN GRID LINE. NJ -- r- 7. THE STRUCTURE IS DESIGNED 110 FUNCT!JN AS A UNIT UPON COMPLJ_T1ON. FLOOR IOW LOAD - N/A A MANNER SIMILAR TO THAT USED FOR SIMILAR FWUREB. 3 r THE CONTRRACMR IS RESPONS11LE FOR FURNISHNG ALL TEMPORARY METAL. STUD WALL D.L. - N/A 30.SEE ALSO SK"ICADCINS, WHERE AVNIABLF.. - _ INDICATES EXISTING BUILDING 0A T1 BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF WOOD STUD WALL - N/A 31.THE ENGINEER ASSUMES NO RESPOI_:A LRY FOR THE SUPERVISION OF EHE WORK OR � GRID LINE, ' D THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE, THE PROPER EXECUTION OF SAME. 0 (y - 6, DU NOi SCALE THESE URAtYINGS, 115E DIMENSIONS. b) LINE 10AD5L(YID . N/A 32 (ONTP/GC10R 1S TO VERIFY ALL DIMENSIONS PRIOR ll7 BEGIHMiNG fJF CONSTRUCTION -- INDICATES A MOMENT U r �OF LVE ANY DXSCRUiANCIES MUST BE R[POR'TED 1'0 TINE ENGINEER BEFORE. RIOCEEDINC VMT►1 �- CONNECTION 0 1) Q " 9. CONTRACTOR'S CONSTRUCI'ON AND / OR ERECTION SEQUENCES ROOF POPt1P / WORK. COORDINATE STRUCTURAL OIIENSIONNS WITH ARCHTE'CTURAI FLOG.'M PINK. SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMANAL MANSARD ENE LJ)AO: - N/A ELEVATIONS, SEITFWF4 DETAILS Ell".. & MOISTURE CHANGES TM 7 WLL RESULT IN MMMENTS OF FLOOR OFFICE. - N/A 33.THE STRUCi-LML SYSTEMS FWIE BEEP CF3NGNED TO GREY THE SUPENuAPOSED LVE SYMBOLS m STRUCTURAL ELEMENTS DURING THE CONSTWXTION PERIOD. FLOOR. EXT. - N/A LOADS, AS PRESCW-D BY THE BLA,DNO CODE AND IN ACCORDANCE WiTH STANDARD � -- 10. THE CO1NiRACMR SHALL INFORM THE ENGINEER OF RECORD N WRITING F'� LIGHT STORAGE - N/A ENGINEERING PRACTICES WITH NO SPECIAL PROVISIONS FOR CARKYNC, CONCENTRATED ��-� (rll,T. V/ `N OF AWY virmeoN FROM THF. CONTRACT DOCUMENTS. THE CONTRACTOR FLOOR HEAVY STr.WAGF-' - N/A LOADS FA(WJ STORAGE AND HANOIINC OF CANSTRl1CTI0N MATERIALS Ok FROM OPERATION Q� T- Y SNAIL NOl DE RELIEVED OF THE RE4PONSIBi_ITY OF SUCH 7EVIATKON FLOOR RENDENTIAU_ BASK OF CONSTRUCTION EOINPMENT, THE CONTRACTOR SPAIN PROVIDE Al SCAFFOLDING, BY TILE ENCNEER OF RECORD, REVIEW OF SHOT DRAWINGS, EVIATIPRODCT DECKS, & STORAGE - N/A BRW,RIC. AND SHORING SYSTE✓'., AS NL.Z. WEL)FOR INVALLATKIN, STABILITY AND SAF[1Y aek ETC., UNLESS THE CONTRACTOR HAS SPCCEiCALLY INFORMED THE FLOOR RESIDENTIAL CF NEW WORK AND NW_L PROTECTION MES A5 QIIIREG FOR THIS 'FRITTS' OF` PEDESTRIANS EXTERIOR BALCONIES - N/A AND JOB SiTE PER90NiNEL Q ALL 11MIE5, THE Ctri:1�MCTOR SHALL BE SOLELY AND ENGNEER OF RECORD OF SUCH DEVIATION AT H?4E TiME OF COMF�IETEIY RESPONSIBLE 'DO THF: CONDITIONS OF THE. .:'_T4 errr r,Nr•„In0fiZ SAFETY I SUBWSSIC'I, AND THE ENGINEER OF RECORJ HAS CNEN WRITTEN 0 SNOW LOADS! OF PETtSONS AND PROPER-,Y. AND EXISTING CONSTRUCTION AND MAT'EAWS FROM ADVERSE APPROVAL 71) THE SPECIFIC DEVIATION. ROOF PF - ,7 x Ce :t Ct z Pp - N/A CONDITIONS AND Alf: COF'TRACTOR SHAII. PROJECT NEW DAMAGE. 11, n1E CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED Ce - i MAT IS THE: RESPONSIBLE, Of THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND 6fY OTHERS) ROOF A FLOOR FRAMING 15 DESIGNED i0 FRESIST UPLIFT - I GTTHERS DESIGMIERS OF THE: BIALDIN(IS HEATING. COOLING. NR VFTATAFION SYSTEM TO LOADS DURING Nt AFTER CONSTRUCTION. ENSURE THAT 111E STRUCTURE DETALS IN THESE MJWS WILL NOT BE EXPOSED TO I Pq - 35 PSF (GROUND SNOW LOAD) HARMFUA. (TO THE STRUCTURE AFM) / OR ITS OCCUPANTS) ACCUMIUTATK)N OF woGn1R'E L(,"Q11ING J;,ONSTRICTION hg= A OTHER HARMFUL SUBSTANCE'S THAT COULD LEAD TO HARRMFUIL / DESTRUCTIVE VOID, 5. WIND LOAM: MINDEiV, CQRROSK)N, ETC, BUi.D IIP ON STRUCTURAL M ENAl9ERS. uj 12. WORK SHOWN IS NEW UNLESS NDKATED AS EXIsnw. a) EXPIO!URE 'C' 13. THE COHvTR/ TOR SFi41_L FIELD VERIFY ALL f.XtrST1NG J09 CONDITK)NS, b ADAI5TMENT FACTOR FOR BUILDING HEIGHT 3 EXPOSUPI; (A) - N/A 35.THESE DRAWINGS SMALL K COMNSDERED SUBS AMWIY COMPLETE. HOWEVER, IT IS THE. RESPONSIBILITY OF THE GENERA_ CONTRACTOR T`a PROVIDE ALL LABOR AND MATERIAIS REVIEW ALL DRAWINGS AND VERIFY DIMEN`SIONNS, ELEVATION, AND MEMBER c SIVP'LIFED DESIGN WIND PRESSURE. P030 - N/A STRUCTURE Pnet30 - NECESSARY TO RENDER THE WORK COMPLETE, AS 19 THE NT'EW OF THESE ORAWINCS SIZES PRIOR TL1 CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR N A COMPONENTS R CLADDING EITHER SHOWM OR INFER AERN, TWWIGJGH PROPER ANO SSWILISHIM COWNSTRUCTMM SMALL NOnFY PIE ENGINEER OF RECORD IN WR FTING OF All d�IMPORUNCE FACTOR, h - 1 PRAC11C0. DISCREPANCI S AND EXCEPTiON!5 BEFORE PRWEEDING WITH THE WORK. 3B,N THESE PLANS THERE IS NO DISTINCTION IL-WEEN P0S15 A COL. M NS WAD ON B, SEISMIC LOAD: OSHA DEFINITIONS. THE CON7RACTOR IS RESPONSIBLE FOR OETERNIMM'UG THE 14. THE REMOVAL. CU71N0 DRLLIKI, EIC: OF EXISTING CONSTRUCnON SHALL a) SEISMIC ZONE FACTOR, Z - NIA CLASSMTiON OF D" 'VERFICA'L" MEMBER MID FOLLOWINC THE RMURED 0614A °� BE PERFORMED WITH GREAT CARE N ORDER MOF TO J'EOPARDiZE THE b) SrIrAdC CIEFFiCI`NT, Ca -� N/A ERECTION GIIKEIJNES, SE(. M071 13 ON ADDITIONAL SAFETY NOTES FOR MORE IN10. STRLr..TLXM INTTeCRf1Y OF THE BUILDING STRUCTURAL SYSTEM. F c SF_ISHMC Cr FFFNE:ENT, C• - N/A STRUCTURAL MEMBERS OR MECMANICMAL.. ELECTRICAL. OR ARR'CHHgTCTURAL ) / 37.LTN E SMI`+ OF SPECIFIC 11ETMON THE ASCS, AR INDICATE THE TTI NT OF FEATURES NOT INDICATED F-DR REMOVAL INTERFERE W1Ti THE NEW WORK, AFAR-SOURCE Fi..TDR, Na - N/A 1FE. STRUICRIRAL DE51f:HN AMCD .N HOST IASIS, A1RE TYPICAL CONDITIONS OR THE ENGINEER OF RECORD SHALL BE IMMCDIATELY NOTIFIED AND PRIOR •) NEAR FACTOR, Wv - N/A VERY SIMILAR TO OTHER DETNL5. TYPICAL CONDTWNS NQr NECESSARK_Y 1� STRUCTURAL, SMIEWS, R - N/A A.- N/A NOTED AS TYPICAL SHALL 9E G`UNSIDEREn AS TYPICdI. FOR OTHER �j G1 t- - E' WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MOOIFICA'TIOFN L`tHNDF110N5. OF MEMBERS. 4 IMPORTANCE FACTOR, I - 1, Ip - F 36.DUTY OF CDOPERATiDN: ISSUANCE DF THESE STRUCTURAL DOCUMENTS C� �s 1112J/f 'p LL 1S. THE CONTVAC10R SHALL PROMPTLY REPAIR DAMAGE TO ExmnNG F11AIING 7. FROST LIE DEPTH - N/A (DRAWING AND SPECI'HCATIONS) CONTEMPLATES FURTHER COOPERATION AMONG cct. twommimin CAUSED DURING CONSTRLC71 ON WITH SIMILAR MATERIALS AND WORKMAANSHP. ALL PARTIES INVOLVED. DES04 AND CC") IXIVN ARE Cf RIFLE(, AND V) CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR B. THE GOVERNING BUILDING COOS IS THE 21103 INTERhYtX%k & H THE DESIGN SERVICES HAVE BEEN PERFORM A'ITH DUE'. CARE AND UTA, BUILDING CODE (IBC) DILiOENCE, PERFEC719N CANNOT BE OUARANTEED. COMMUNGTION IS ie MMOLItIm SHOW 1M. D. BY I%_ UNG A MJILDING PERMINT, THE GOVERNING BUILDING DEPAtTMENT NECE;rARTY AND ANY STRUCTURAL DTSM.PAW-Y SHALL BE IWP)Rii?T FOR THIS PROJECT IS APPROMNG ALL ROADS AND LOAD FACTORS IMMEDIATELY TO THE ENGINEER WHOSE' P47ERPRETATION SHALL f9E FINAL 16. THE CONTRACTOR IS SOLELY RESPONSBLE FOR DHE MEANS. AND MEMOS TAE ENOINEER'S ATTENTIDN DURING TIE OF ALL DEMOLITWN WORK AND FOR PROWANG ALL NECESSARRY TEMPOPARY LISTED N RENS Ab, 4c, 9, 8, A 7, 910D EPANC TH NOT SECT I TGSHORING, BRACING AND K=CTIC(I AS NECISSARY FOR SAFETY, b'TAGLITY 10. N/A INDICATL-5 THAT TEAS ITEM LS NOT APPLICABLE TO TMS PROJECT. BIDDHRND OF DANE PROJECT MAIL BE DEEMED TQ MANE BEEN f3U N THE MNORE rLwL I AND PRITIECTTON OF ALL FASTING ELEF�NTS AND STTi11CTURE TO FIE'". '"` ` I I TEMPORARY SHORING AND BRAGIW; SHALL BE ADEQUATE TO RESIST ALL f"'�EB C�A CaEiVERAL NOD S APPUED LOADS INCLUDING DEAD LOUD. LIVE I CLADS, S NOW LOADS AND ✓ i--_ EXPIRATION DJATE: 6-'10-W CONSTRUCTION LOADS. TO PROVIDE STABLITY. AND TD PROVDE FOR - - _______�_,,,,- •_® RESWANCE TID WIND PAD SEISMIC FORCES UNnI. ANY RREQUIRED - N G ' ' aiu►o_ YouMa a i1iloclATe�, LNG. `�Y►eCt MOCNWAIIONS TO THE STPW.TURE ARE COMPLETED. v ,N4 �_•U r T V R A 1L S II O I N E R R I IY O 61�I MISCELLANEOUS 1]� � ,,�,n M,F cr 7 -- �N ___�_ --- - .......�,... . .� ,._LL,. ...: .. . I `.1 a I ,'. J�P s,nv�i..i9 at PLLvb ., .:,.._« ._:1......wraw..�w,A NN+ur�,a.wra.,w. J.':; 1L�w #I n �rsl Ill it du•N J4,;w ;,{: x: �� C%111811,E1EIUIIIIIInIIILoIIliIIIIIIIIIIIIIIIIIn1u111111;IIIIIII111,I111IIIi�IIIIIIIIIi11{IFu1pull;11111111 ull�1111� 11ijo1111111111 I,41111�unI11 H I f11l1 I , 1111III I111 ,( ili t, ,fir 11 !►Ifl! I L, X HD l ! fl,! Dif,II'Ii O' I') '' H L.EGNP .ITY STIW �b T II • 10 I L L 9 (3 14 I 10 17 19 19 20 21 2'2 2 3 2 4 2 S I_ 2. 219 af9 3 0 `I 1. ,,'. I O AN/II 1 rOr µ .11 y;r . 'I R,t '0- .1.. �1.. , y� 11 !G., 4'� "Ell 4 l.,l -0 r a.a� t w.... . IdN: ., .. 11-1 . L. - , r �. ' ,� :' ..:.:w ..... ...:. ... 4 '. ..y.,. H � �I 1„:0Iii,Ii, J a; ,. _ 1. m- ". q „ .,. N 1, I •F.�R .ti • rtin ' :"" .:.... .�--__.:i.wwi:x•:ywrrwis.Yu..rlsl.iwur.ur.+aur..�-:::.:,'-.wrtw:wdr, vur.7r7ebwt,taun„c�,...wwFa:+Yd4w.e s,.tTw,�:.. _ �.,...:.aws.'w.i'�r.w..iiwr..•1�..ww..,,...:::wwF:„..x.wBa.::Glu'...iu.,.,.o...t.m�:.,,i".w......,'.L.w.......m.....,.._a _..wr...... . ..,«H.�w.a..:,,,.,. ..wa,alwiiwa:.. _ 1. ALL BUFT WELDS SHALL BE CDMPLEIE PENETRATION WELDS- 3/4' SNxI► LEE SWESS I/�iNER ETES ARE .4 III% THE MINIMUM SI SIZE it FILLET Lpaw SHALL BE s►NoWX N Mlle TABLE 37.4 hIN1MA)M WELD 9¢E Ns DE!•71DEwT uF'OrN THE 2 ALL WELDING OF :ARAM=TUBAL STEEL NEY4ErtS SHAH Bf DONE �' CI;RREMLY �BBUG' pace 12 14CIER Of TiIO PARTS JGWEU EX(;�PT THAT rHE WflU SIZE NEED NOT EXCEED LIK69ED WELL"$ AND DONE IN CONfORMANGf WiTH TME AI.SC AND A.wS. IAL STUD .--. 111 0 :/i' e0i}i Sf�9 t/2. 3/4 THE THICKNESS DF THE 14MNER PARTS FOR THIS EXCEPTION, PARTKXUILAR DARE SPECIFICAIIDNS. ALL WELDING SMALL Elf. ACCOMPLISHED USM THE "- ELD 1 b .1/4' �4. USO 11/2' ■ I SHALL K TAi�N TO PROWIDE SUM)ENT PREHEAT FOR SOUI�INESS Of n# MELD. ►tE'Pi. ARC MELDING PROCESS (SHAW WI EI-XX ELECTRODES DF TME (21 MA 1+13 p1 3/4 1/2' r IS GA CLP WELD SIZES LARGER THAN THE 7416NER PART JIM ARE PERMITTED F RE]aN*m SUBMERGED NEC WELDING PNOCESS (SAN) WiTH ElX-EXXX ELECTRODES OR YhE ANGLE 1/4' LES! IN CALCULATED STRENGTH IN THE AS-WUD CONOITIM THE DISTANCE BETWEEN FLUX-CORGI Alt: WELDING PROCESS (FUS WITH E71T-NE ELECTRODES (E701-4 ` 6LL iRACA �• '. LEMDIH THAN SCUD ELEL'rR M ALLOWED FOR WV WELDING ONLY) LOW MYL11 VfN ELECTRODES THE EDGE OF THE SASE ANETAL AND THE TOE; OF IHE WELD KAY BE LESS Tt•IAN `T \ K7A S7A10 w is 6+ic 1,/16' (w) PROVIDE ME MELD SIZE CLWIY I&RiWBL E. S►MLL BE USED ANO KEPT DRY AND PARENT METALS SHAD BE PREr#ATED w �. ____AS *1100% AI'MROANE'E WITH AWS STAN[AU NO WaL NC PERL4iTTED ON METIERS slop u eR�,wc 11008 OR "HIP OF /� ` r�-�� aI IY16 E.S. 1`511 51QCs StRbE tnND+t ` (r10rn ocs oo/ `ABLE J2.4 SUPPDRFING LOADS, ,,/ 1`111 4 d Tl[ AD PORTION + N5C NLNu1uM OF flllfT wElns 3. WHERE THE CONTRACTOR REQUESTS WiLDW(T TO BE USED IN LIEU OF STILTED /��`�' / A s`■ m°'� OF THE MALL _ SUCH MELDiAIO 5tML1 BE DORS ONLY 1YIM THE CNCINEfRS PRION NV 1 CEgl.',�! BFIDOM DETAL W W O.G. YATMAL TNiCKNESS OF TiCEKER W1KWUY SIZE Of F1Llt7 WALL I�TLIO TO (VF3TTICAL) MAX. REOLWED IF PART 4#40 (IN) MELD' (IN) 4 HOLES PLAN N 7 Glt DIWANG. IN ES FO SMALL BE AS FK 1,11 �lML RG NOTED QTNESNMISE ON IHE URAWANC. HOLES FON LruLTS SWNL EE 1/16 URGER THAN L THA+�KATTACt T THE NOMINAL DM►IETER OF THE WX7 WHERE CONNECTION IS OF SHEAR iYPE. AwN A.IAtt�W THM IS NOT BHEATF�71 � 3/16" IARNER WHERE CONNECTION IS OF REARM TYPE ON CONCRETE OR I "C0PINISCTDM YIl1Lr�OAMe!?df10M _ TO 1/4 MK.LUSNE _ 1/6 IiFJMF-LIl1RX j& F uN47CAFHW POSTOM Dr A 11.! OF TFE ITTUb FOR THE RAAL MASON WY --CANER 1/4 TO t/2 3/16 5 ALL STRLKTURAI STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP IS c',tMl THAN 1'-0• IN Ht"T, ATOMS Al W-ONW. ^' LEN01H CIF 7�01 W COAT OF RED OXIDE ON ZINC CHROMATE OR APPROVED EQUAL BASE. META', SM `81 IuAL�clm 0100 1/2 TU 3/4 1/4 6 ALL STRUrYURAL • MISCELLANEOUS STEEL SHALL CONFORM iL IHE FOLLOWWO Noor - - ---- YrANUARGS: OYER 3/4 3/16 a) WOE FLANU MEMBERS AOCORD ,, WI1M D HP SHAPES) ARE TO BE ASTM ADO? <rIp •LEG DIdEWSK)k DF FILLET WELDS. SINGLE - PASS Mf LOS MUST BE USED c ,�- METAL SALAD pm AIDES b)CHANNELS. ANOLEy, TEES. AND b115CEllANEOUS AMSC STEEL SHAPES ARE • 12. 0L: Es - _ TO BE ASTM A16. Fy-36 KSI MM. LINO ) Ar 1/4 PPM. 1 1• 1 ?Mu'4I r,UO /� �L T WELDS -- c) HIGH STReNGTH BOLTS., ASTW AJMN 1/2' TO I" NAMETER STAGGERED (5' DA: ll)TAL L LET r kDEMIL _ INCLUSNE FY-D2 KSI, 1 1/6' TO 1 I/2" OLAMETER WCL1151VE 1 1/5'CLIC. IG G. IIETM IIIACK �- c + FY-91 KSI NV 11r1Q 1`r -FL,�bR OR 11]a OF SULLY SIIEATFiED ~ SYS• ta' LIC Et �- I• ` [)'ASil1 1"-301 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. - ." (err+ slurs nr f slu0) '' I yETA1 TiMCt STRUMRAL PSE SHALL CONFORM 10 AS.T.M A-53 GRADE 'B• Fr 35 KSI. RN, 0 DR'IION OI THE WALL /METAL TIAPM (� 41RUCTURAL TUBING SMAL1 CONFORM TO A.S.T.M. A-500 WASHER SCHEDULE GUT #NGLs 0/ IIEAGX AW BOND MCD \ NCH LTS. O TM M NIESIL nulls 1 I � rT10 /ry sCRtws m mJO. OR Fl►iu �CiNIGi DETAIL • 12' O.C. /r sMs N.s � o!ANCHOR BOLTS: ArvTM A307 TYPICAL Q 1 W/ i/I" Fur . 3' (EADCK wEe TD ►A BOLT Sl_Et, PILATF MALLEABLE IRON_ STANDARD STEEL 1 s7110 wEe.) (VB'W.AL) MAX. REOUIRED IF 9'110 1 11 3 4 \ i II)HEADED STUDS: ASTM AIDS- (4) 112 WS 1`1101- THERE 16 NOT SHEATFiNO M ` � Q WELDW; ELECTRODES: E70XX SIZE SQUARE . - ROUND CIRCULAR 314AQ1I" TO am. TMP. � t • `� 1 2'I T• ■ 1/46 2 1/2" . 1 '4" 1 1 IB' r 7 B4" ( OF 7 E SnO FOR THE FULL 1� A� PLATES, II SC. SHAPES, AND STRUCTURAL �HAPE5 ((NSC, Glc.) USED �� 1-L-- ��. AS PARi OF A CONECTKIN, DOUBLER PLATE,. CDNNTMIITY PLATES, ETC. WALL OOIfRr10 GYP. �� I" DA1L) r 15 GIA (III►L) 3M#P (COILED LF71�}� �'T� qT"� .• � IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL 5 "► 2 1 r r 1 4' 2 3 4" ■ 5 15 ! 5/1 B' r ?Z64" SOW LIR STRAPS ARE WT ALLOYED. THC STRAFci*_iq (IMTERIAL� / - �+ PROPERTES. GRADE. NIELO STRENGiH, ETC) AS IHE WAIN STRUCrURA4IML AAS7EN5N0 6 ►23 4'S J . 5/16 3 ■ 3 8 1 15 32 ■ 517 ML57 K siouaMr k KMO FK0 OUA�DO!>NiCT1AN N000001D110111 �!)�O 71tJ11 NEMEHFRS BEING CONNECTED. rYP. 711'1►_ 3 I/2' r 5/8' 3 1/2" ■ 7/16" 1 3/4' r 11/64" 6" 4' 0., (mm.)_ 6" O.C. 6' e' 6' O.C. 6" O.C. 6' 6' 6' O.C. i . .� 7 LK.HT GAUGE COLD-F'ORYED STRUCTURAL STEEL SHALL CON►-CRN TO THE 1b 3 3/4' r 7/•16` 4" r 1/2- 2' r 11/M' �CUIERWO (Gyp Bow U.N.O. 14N III M1�L NM. SPECIRCATIONS OF THE CURRENT A.I.S.G, MANUAL. 1lcmm f& EDGE SCREWS LI � U% U.N.O. U N.O. NOT USED 1 1/TI'S 4' X 'ilir 4 1/2" X 9/16" Z 1/4' It 3/1 B' ) (IF APPLIGMLI) �e EIIOE EDGE ITC EMS 9 UGHT C.AUGE STRUCTLWIAL STEEL SHAI1 BE SHAPED AS SHOWN IN THE A.ISC -- �' It 959 F1lbY DESIGN 1ANUAL, UNLESS SPECIFICAuY OTHERWISE CALLED IDR. 1 1/2 0 4 1/4 r 1/2' 5" r 5/B' 3 X ] I6" SI#AT►1010 IIO�I. TY*. �1= !Ms •1Z' D.C.. TYP. + Co 9 ALL END5 OF EXPOSED STR,JCTURAL SHAPES AND TUBE STEEL_ MEMBERS SMA,L t- t t t t to t t d t it 14AVE 1/4• GP PLATE. WITH WELDS GF1ND SM0f1TH. 9 SCHEDULE _ - 14- mm sm� - -- /a SYS w 12" D.C. --- /a 1N5 12' 10. THE CONTRACTOR IS RESPCNS18t� FOR WY AND ALL TEMPORARY SUPPORTS 0 S N004 + -- NW. 1'YD. + - wN. TYP. _ `� REQL7GiED FOR ERECTION. IF EREf.TK)N BRACONG IS REQUIRED IT IS TO !!E PREPARED BY A LMNSED ENGINEER. � �' • -/9 SNS • 1 t" O.0 LLNLISS LARGER SIZES ARE SHOWN, THE MINNIUAI SIZE OF nUET MELDS SHALL PIECE d 1NACK 4r i?W B1DGX1M0 i° MIN. TYp, 11. ALL MATERAI_ AND WORKMANSHIP SFW1. BE IN ACCORDANCE WITH THE LATEST � Bi SHOWN N THE TABIL JZ 4 MINIMUM WELD SIZE IS DEPENDENT UPON THE SAME GAUC1 As gum BLOCKING � SPUCL IM S1RW (WWX REO'D. i ' RENISEO EDmON OF THE kSC MANUAL OF STEEL CONSTRUCTl(M1, WHICH INCLUDES THICKER OF TWO PARTS .M.)IED EXCEPT TINT TME WELD WE NEED NOT EXCCED A[I EACH EMO Or WALLS, tOA:Dff f IN* sTINP 1 _.._ t c1` Ci u o � THE SPE.CIF'ICATION% FOR S-TRuCTuRAL STEEL EIUILrNNCS, THE COOS OF STANDARD a 11# nNICKNESS OF 111E THINNER PARTS, FOR 11115 EXCEPTION. PARTICULAR CARE 1ti OPEHINDs AND a'-D' OC HIOCKIw1 PIECES ' ONE /12 SMS V = Z. \ PRACTICE AND THE AMS YRUCT11RAL WELGNG CODE. SHALL BE TNCE�N TO PIROVIUE SUFTiCIENT PREHEAT FOR SOUNDNESS OF THE WCLO. DMX• BETYIIEII 10 EACH STi10 FIANCE IVB POUR � i HH_TiX-OIK (.145 4) �p D � � \\ - *FLO SIZFS LARDER TWIN THE THINNER PART JOWD ARE PERMITIiD IF if.OLIRED J ►0 &&CH AtAo IG PC1 a �le AL1 1/4' EMBED (MIN.), t } 12. GROUTING Of COLUMN_BASE PLATES: BASE PLATES SMALL BE DRYPACKED OR BY CALCULATED STRENGTH. IN THE AS-NE10 CONDi110N, THE DISTANCE BETWEEN CENTER OF BLOCK- .o TYP. CROUTED WMi 1 1/2' NON-SHRINK GROUT OR EQUAL MNIYUM COMPRESSNE THF. EOGs. OF THF: USE METAL AND THE TOE OF THE NEW AMY BE LIAR THAN -,WNCTH S►•1ALl BE 4DOO PSI AT 29 EIAYS• ALL SURFA. SHALL BE PROPERLY 1/16" (IN) PRONDE THE WELD Slat CLEARLY VERIFIABLE. _ '�7--U- �"�"�'�U CLEANED OF FDREIOh MATERIAL PRIOR TO THE GROUTING OPERATAN U l � (LIN)SHEATHED C � ATM�p pg�npN OF 13 "` r 1] FULL PENETRATION WELDED CONNECTIONS (100%) AT MOMMT FRAMES. BRACED TABLE J2.4 SNSF[5-.nN , DR O FULL W'.TPJSEC D3.D WELDS s►MLL MAvf ULTRASONIC DF m THIS DETAIL i'QlIREO WHERE MALL COWpXINO lfrYP. BDARG OR PL.YYIY,4) GOES NOT CICCIIE D� A�. O` D D.a�I SHEATHED W�'i''S lESTllq FDR COLt1PUANCE WI;H SEC, AIDS, OF THE INFORM Bu1LD1►NO CODE. ASC MNIMIIUM OF FILLET WELDS ON BOTH SiDES OF THE STUDS •'Wt A 379IL'Ti RAI BE/IRINO/SNFJV1Mll_ FAM !WALLS WITH WILL ULTRASONIC TESTIC. SHALL BE PERFORMED BY AN INDEPENDENT TESTING - - CMINNIO ON BOM WDES THERE MUST BE A MN. QTAC►NILMT 10 THE STUDS OF #I! SUMS 3/a' MIr4. WHEN w 1 3/1' h AGENCY THAT HAS BEEN INSPECTED BY THE WO NAL STANDARDS. TESTII4C • 12' = RRIDOIWO DR KX049 !'/ A STRAP MUST OCCUR 0 12 O.C. (WRIHGL) 1/2' (MIN.) w eN w .. 1 5/a' INSPECTIONS SHIAL BE QUALIFIED BY ASNT BUREAU Of RECOYMENGf.D PRACTICE (� %WrERAI. THICKNESS OF THICKER MIN II UM SIZE of FILLET SEE IRNDOIMO DETAIL FDR WOE Mia ALL RACK MEMBERS SHOWN MUSF MATCH THE STEEL .ACE OF THE STUD MEIIDERS 'FEY ARE KIND FRAMM AOAWST, UPCO. SN7--TC-A1 PROVIDE PROPER SURFACE. PREP AND BACKUP PLATES AS REQUIRED z PNET JOINED (IN) WELD" (IN) W' IDTH (IV)' d/3 MAX. (3" MAX.) PER AISC AND AWS. 5F11GF. MUTE Or-.,R �,�ITEiiED - Q:___- III•+-•--�I( 1 REIa�A 2 .'dv OKIR A 14. Ail. EXPOSED WELDS '..MARDI LIE FILLED AND GROUND SMOOTH RHERE METAL COULD '1 TO 1/4 MICU/* 1/8 8 METAL STUD WALL KAMM0 / 901gINJ3 IIsm =TRA► W/ a 5115 0 _ CONE IN CONTACT WITH TME PUBLIC, L#AISS WELDS ARE PERMITTED BY TML"_ �J 6 EDrtDIED ON DME s1LD B % RIALIS IF�KAR•E PROJECT ARCHITECT. 1TNSI OVER 1/4 TO 1/2 3/16 wON-eFARM:e/l">t1AW5llf Rv- TRACK SEE PIAN '-- -- -- --- T � 1S. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED TMRU `r-.�-- �--� �# _ :-•-T+y ,� STRUCTURA_ STEEL MEMBERS BOLT MOLES SHALL CONFORM TO NSC SPECIFY ION, AND SHALL BE STANDARD• I:_. OR "RURNSO OF SPMTURAL�EEL WILL ENC PUNLESS ERMITTED WITi IT PRIOR CONSENT ISE M07ED NO CIJMNC OVER 1/2 TO 3/4 1/4 - - --- - _� - - __._ -' -BALI STUD - ted S'UO 6 REOUIRm a l iv OF INS ENGINEER, OVER 3/4 y 5/16 I bw 9w a • SNCL MLO DCCIxt CENTRED >��1 sE e / \ 16. 1104 STRENGTH DOLT'S WHERE INWAfED IN THE PLANS OR DETAILED SHALL SPLICES• K410 / 1C1WEON i Sluts OVER A asmaka TYP. C004F02M I,I A.S.T.M A-125 OR A490, AND BE PROMDED WiTH HARDENED WIASHf.RS 9►EAISk S. TYP• *LEG Us$MSK)N OF flll£T wfL05. SINGU.E - PASS MELAS MlJST BE USED. II I MFAlelli/ .'11fAR1Nlls Ypt)6151X'S/I:;, SE6 A f .. CJNfCrTMMN'r' TO A9 T.N. F430. SIIF'-L'R117GL TYPE BOLTS A3Z5-1C ON A480-SC) 'Pxi STID _ L� ►IDNReFJN511i �9vamIL3, Tyr r.41611CiIIlF n I -_ OPDON, THESHALL 9E M COMBINATION OF FIOH STRENGTH H BOLTSTROIL DOLT AAND DIY'CTTTEN 1ON LOAD 10 FILLET WEL®S -� _ 1�IL i NDFC•ATNG WASHERS CONFDRNING M ASTM F-WA ARE ACCEPTA&t SUB7RIITIONS ,No05 'TYPICAL TRACK SPLICE B-EVATION TYPICAL TRACK SPLICE PLAN { CONTACT Sl1RFACES SHALL BE CIFA4 WILL SALE OR CLASS A QUALIFIED CL`TNCS LEI Q �E•1) =IIIA L - /alter. 12' 2�OX, NLN, 17. A11 SHOP AND FIELD 801.1ID CON►ECnON�, ShLAII BE IN ACCGR(WNCE WITH rl/ 1^ ASTM A-307 USING UNFiNiS4ED AMERICAN STANDARD REGULAR Bi1LTS, JNIL3S a ry IIILLL S1UTTtINQ'r►IE11t I/PL1C+Mlf ' ��0 OTYERiWISF NOTED. - Ia. WHERE STEEL MEMBEiiS BEAR IN CONCRETE OR MASONP; WALLS, OPENINGS SHALL i1J • STU BE DRY-PACKED AFTEP. STEEL IS IN PLACE: 1� /11`sMe •iC D.C.TYP. /�---(1>111` 6Ys EN ac. TYr. FFiYl9iG`�1„ STRUCTURAL i'�F1DF'F�d - C 8T7.�.: .- 19,PROVIDE SHOP ORA4WNGS INDICATING SIZES. SPACING AND LOCATION OF .IOtSTS, �- PLO" s mm AL[Iapl R Fl 4:A41 5FIK2FT AREA r I Sr A. I 7 RY GIRDERS, CONNECTIONS, lME1DCWG, RE1Nf ORCING, ANCHORAGF9, f:Ml@EFLS, ANO O CALL MIT R EOEM •1• IDI (LBS/FT) (N ) (a I (IN ) r1M) IIN LI3AD5. INDICATE WELDING CONNECTIONS USING STANDARD ANS WELOING' SYM6OLS. F- _ r NDIGTE NET WELD IINGTHS. WDIU,TI, RECOMMENDED PFIOCETIURES FOR JOIST F J 5/e'.7tq..]I25I]7-]! ] ys' t 3/1 sa 70 oMn OM75 DTD4 1 t74 olbr D301 SCATS WiTH UNSUFFJC04T BEARING Q 3 3/9r.,gp.3023137-43 3 SA' 1 q/r' 33 10 104 •]Da a1Sa D]4 7.419 0073 Dy7 � � Z Q t1DRIZOWFLA SRA "CPWDIHRA q. w J 3/r.7NIy..]51`5137-11,41 3 3/i' 1 3//" 90 14 1.29 SA a 73 0.41 1.411 0101 0.4eo 1 STEEL NOTES _� . - Q "- f1iACK CTE 511.0 1RAKX OR STUD 6.920" 10EW162-33 a' 1 5/5• 33 30 1.17 .344 1.753 D 2292 ally 0.361 --.--- -�T-.. 11rtOga "alta-43 r" 1 6/I' 3] 1aINI7 1316 0.77 1174 0.141 54 uj TYP. 8Tt1��TflAClf CONNECTION TOA TYP.STUD�►C9C CONNECTKJN TOA F- 141 I100119t-S4 1' 1St' SP 16d logo 0.16 Lt$7 0.110 . 570 F.1 F.2 _ S'yi N1i1QKt1f-Ie 1' 1 Sit',50 14 13 S.SLi 1,1 Lteb o-t11 0.sm NOTF ALL FRAMING M THE 1111iQn I00litri-17 1• 1 S 11 50 12 4.717 I.y/A SNS Sir O.C. DACE RMjnED BY rHE app--�I-�y -------- M"r aDOC112-1I e 1 5 1 332013 1542 0,1 2.N3 0.125 CLSW PLANS /Yi-�iABL11 F NOTEr e`r MORf117--43 r 1 s e s0 t14.213 1,1 i.IJ7 0.011 SMTHS DETAIL ONLY APPLEb TO METAL STUD _"',� lKIn�r1 11" , q/1- W 10 1 3736 1.434 2617 0.114 DA31 STEEL SiIO PROPEFLTIE3 AS 1EY.111N. 10045192-1`J 10' 1 5/5' 30 19 7 a o2S 1. 1577 a1Y 41!19 DEPTH REQUIRED BY THESE FRAMM SPE.�RED IN TF'E STRUCTURAL 10.11 toocr,;IU-14 tM• 1 5/a " 1a sJ t 1. INS 0.7040!111115TFD el TiE 'STEEL STUD PLANS aM� 514.REQUIEMEN'71S' DETAIL. TYP. PLAN& WE AR L.PL�S FOR T�AL 1:'11 12WI10-14 l2° 1. 1• 90 Ii '�71� IAT 4.110 0.712METAL STW FAAMwQ INFO. RE X)FM BY mm 0 ALL STUDS REOURED 13Y THE STRUCTURAL PLAN;. MUST LINE MANUFACTURED IN THM PLAID (OR ANY OTHER TRADES), TAR'. ACCORC)ANCE r0 SSMA MINIMUM STANDARDS AKD HAVE WNNNUM SECTION � / 13 6) � � MRDPEffnES A.S LISTED N THE ABOVE TABLE. #d T:NS 4T'I' O.C. __e 1.� SI TRACK GAGE SIZE i Rj ,�- 'STEEL �"". HIST AITCH i M E f� Q�� f�(� WIDTH REQUIRED EIY 3 rEEo STUDS IN ,HE 90X STEEL STUD RE U11/ AEAY. TYP. 'T _ THESE P Am A I {- I TYP BOX _ C 5 META 371JCa WALL F�AMINCa - SES APf�LICABILJTY N07� AOW w 1- i1LV MOILS SDOG I k to Ytf N*P'PLi�ABIUTY NOTE: � � TM DETA�.. ONLY ,a��e TO MEAL FRAI►WNo sPE�-rte �a�:W � PL�,Na e� .. � ,V� ,- PLAN 9 FOR TYPICAL, METAL S„I,o►FPINFO. REOI��D BY i FER PLANS (®R AW OTHM 1AADES), TYP �. Mp,K w mei FDR AEE 2 AL3FIRAMNG INFO. � �V1L01NG STUD BLOCK TYP. • ALL -"- WALI_ f)Pf'NMNGIS. � LSTA24 STRAP W1 EH SMS 0 OPENiM CORNERS AFP OREGON Ln M1ET'AL STUD WALL ELFVATiO_N - �'�Y9 LVIR;IION DATE: 6-10-00 ISMO YOUNG & ASSOCIIATES1 INC. ��e!t ♦�j/ STRUCTiLYRAII. NP40INTRRRING 51.2 � »��m►..D w��rr•�w 1 o f `z ,v roar t .a- , 7 i�`G d L F• Y 1�r F .R s r laF � t '' •.�nu t e11 i r i '"1 �91`, o O - _...._._ -^.-,,.."..,.a•• -._.,-__. _ , . ..T�•..ro-�-_ -.,aidl.,3r»H�,.rel>�a'�9a11gEwlalMaN�lxvm�vaw:rte <''+r+Tlrp► . .., ,., T', ° ".�... .t. ,ww "H1LmttzT"^ ... 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( I I I � I 1 _ 9 — I _ 430 Ci a I �o ro I o, I � -- 4 In I I • 6T I oe 7 Ll NOTES I THE CONTRAGTOR MUST VERIFY ALL E,415riN& S-TRIICTURE IN LOCATIONS THAT ARE MIN& EfFtGTEV BY rHE TENANT IMPROVEMENT AND RZfVRT ANY DIPI''IENGE' FROM T+4M PLANS TO THE EN'61NEER CEFORV C"Tfvj)CTION OR PABRIGATION DE61NS - 2. VERIFY NEW OPENIN6 LOCA*ION5 YV/ ARGHITEGTURAj_ PLANS 4 REPORT AM CONFLICTS TO THE ENGINEER BEFORE GOIMSTRL►GTION OR - !'ABR;:ATION WoSlks S THEW PLAN' AND ANALY51S 01,LY APORE35 THE LOCALIZED ARE'A5 WIN& MIFECTED MY THP CURRENT REMODEL Ag 5HOHN IN THEW � 4 � --- i I I ►n i F''LAN5. ALL OTHER ANALY51S Ir REOUIFFAM) ARE TO EIE P!'1iPOit? IED 15Y OTHIM5. 4. SM THE 5TANDARI� DETAILS FLOR MORE INFILL INFORMATION, TYP. I I 5. rHr.KE WA9 LIMITED ACZF55151LITY TO TW5 3PAGE5 R ) F 5TRUGTt1RE, WALL FRAMINB, AN: IILDINrS GOLUNMVS DURINF� BYAS SITE V151T. 50 16'-!I" CT" 3'-10•" '�'-0" 4'-0" 5'-O" °.!'-C" 'J'-O" -0" 4'-0" 50' I STRUGTJRE/FIRAMIN6, SIZES HERE DETERMINED TO THE BEST OF CUR AF31LITY FROM WHAT WA5 VISIBL' FROM THE SROUND. IF THE �I" 4" � C.ONTRAGTOK CANNOT VM?'Y BY 3!ZF. AND DE5iONATION ALL EXI5TIN5 FRAMING SPEGIF;GALLY iN LOGATION3 THAT ARE BEIM® I=FFEGT'ED BY 3• —'-----'� n/ THE TENANT IMMWV HENT THE ENGINEER MJST BE NOTIFIED IMM.TDIATELY BEFORE CONSTRUCTION OR FAEKICAT!ON SE61N5. PARTIAL EXISTING ROOF FRAMING PLAN I SIM. 51M. , — — 13'-11 5/4" + l� xbxl/4 (2) (E) rxbxV�+ (12'4 '3/4`/! 15'-10 7/4" A.FF.) (13'4 3/40 t I5'-10 5/4" A.F.F) (� 17 ly L V-44 N WIZx I 1 M) 12xIM M1 Wl2xIdI Dx4�cl/4 FL^T u u Q -�� C4x'5.4 • 1'-Ir" O.G. D r� G4x5.4 B 6 D.G. + ,\ ry 14 , UN 1 • p 0 Lu Q A (W T'3 lax4xl/4 FLAT A � ' o C3 o 50" 7117W umi ,` _ 1 • F� Ln • I • � caEeeN �, 261- ov (E) SNF RUU9` BEAM (ABOVE) EXrIRATION DATEt M�0-ON � SKM_gglYOUM &AS/OgA�Sp SSS Sheet ML 62.1 STRUCTURAL itN�3tN1t1Mlliatd STORE FRONT' PLAN CUT 12" BELOW THE ROOF K - ___�_ _____ _ Il� MM"m ,,yv.s.:e,�okf6w,lurd•;t��+At ...i i'�+,t -�..., p.,.,.�..r!x.a+Mnn,!A�X�11n�elmwMea+sr�lkuee;...,., ..... .... .-...w"..�•..w.-...-gi►+nisrn. �"�m rtew:�lTl.�!•; iill 1111 lll. i.1! lPll 1l11 1111 li11 10 M1111i1 ilii 11±1i11111iiii m IHI 1i11 Iill ii11 IHl'l111 I!il 111—f111 tlal .., I �l ! f i � I ( 111 f I (lurfull�Il1 fn �'II�II�tlllftlll�`"I�_"iI`ifriil�rlllfrlll�nrl�nll liufirr1�1u1111.I��IIIfilI1 III II 11u I I � t I t ,� LE�3MIRITY STRIP cm y ' f $ f I a g o 1 1 i$ 13 14 I d 17 IL IQ �O 21 22 23 24 25 28 27 29 go 3�1 �pmm.t rm 09 -0 R • �Q�1 e �.oi -..� •1.�; b ,,.,.;, i�� r �..i.y! {i� 1��4,. `�ii p:;;'! +4{ V i-"J, �. � ,' �4 '�S�" i � I bf , 1a i , 1 ...- .. .eu" •'. . 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ALL 014HEIR ANALY515 (IP "OUIR ) ARL' '1'O DE FTRP`ORNeG 15Y OTHeR.S. 4 SEE TOE STAII CARD DETA,1 5 FDR MORE iNFILL INFORMATION, TYP 5. THeRE YvAS L1�'ITED AC.GP331gILITY TO THIS SPACES ROCS!"' 3TRUGTUREI, WAI..L F'RAMIN6, AND DUII-DIN& G --046 MRIN6 BYA'S SITE VISIT 30 TYP. 3TR4A:TLgR"RAI-lIN& SIZIa5 )NeRE PI!l?J MINPD TO THE DEST OF OUR ABILITY FROM WHAT WAS Vi5l5LE FROM THE &ROUW. I ' li•e M) 3 5/BIlxj6gQ t�t/$ C.4%TRAGTOR GA100T Vt:.IFiIFY BY 'SIZE AND Dt=5lepWATION AL.1 EX15TIN5 FRAMIN6 51'EGIr4A%LLY IN LOCA710145 THAT ARE BEIWiv EFFECTED BY STUV • Ib" U.G. THE 1ENAW IMPROVEMENT THE ENOINEEK MUST Bt NOTIFiLD IMMEDIATELY 6EF'ORE GONSTRLk.TION OR FABRICATION 5651145 ('-1Ax), TYF'. (r) ROOF TTtJ53 DETAIL. 5C,N-r:Y I• s I'-O" IV CONT. V <3xSx4 --_ (E) YvF GO1..UMN A5x4 DONT. 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I"19 f0 I I 12 13 14 19 (�' IA IQ 2Q 21 $2 tP3 Z4 r>!$ 6 27 280 l o lam.1 cal • yi (y' f p' 1 ;L y,djl�xL �I,,�.,;,�.< i•,,.., '' :. - t.'-°P` .'�'.Ph`tx ,j:,r,. :...:.. !...ar .:.,� - i r I. Y m sop EX15TING GENERAL EXHAUST FAN 5GHEDULE (EF- 1) 4q 48.3 � _ CL12-21 ate MA - .r �._.. ... .... __ _ UNIT S.P. , �i�l crYv o� � _..__..._-- t-� C - -- NO. MANUR MODEL CPM IN. IIX, RPM HP DRIVE VOLTAGE CONTROL NOTES _THERMOSTAT I j BUILDIN'r. CJ P-4 FE L 0,4 D G,4 L 1,U L 4 T 10NS" E X I F I NG V.A.Y. 13(,)X $C PE DU L E ( VA V- I� EF-I Gr�EEiJHECK GB-100 950 05" 1440 I/4 i:xIST SEE ELECT. SEE ELECT - _ -_- - SEE. NOTE 2 ---- _ & NOTES: VERIFY CONDITION OF THE EXISTING GENERAL EXHA,15T FAN. PERFORM GENERAL �� ' DESIG14 TEMPS IMiFGR_ MODEL �Xs&TING YAv_�O;< W/ 12"0 N 1 TO$ r�AIN_--_1/�pIF!_M,4KE AND h'sAINTENANCE TO FAN 4 VERIFY OPERATION OF BAC XDRAFT DAMPER IF EXHAUST PAN 15 NOT � � � ��a78 � �► IN GOOD WORKING CONDITION, NOTIFY TENANT'5 PROJECT MANAGER FOR REPLACEMENT. 24X24 RETURN GRILL t '7 � � t 1 SUMMER WINTER t=EL N_Q IN FIELD. --- �'-`~ 4E I O Lta E m s Q O,AD.B. 92•Fr- Q,A.W.B 1at3'F -- IAD,B. ca8•F _ MAX. PF'IM4FcY AIR CFM O 55 F I(y80 OCCUPIED MIN. PRII-IARY AIR :F1'1 12000_ -- --- - ------ ^- - ��.\�)• 1a0� 0,4 o 14 y15'F - SUPPLY AIR FAN GFM s 58 F 1915 c AD.Ej _— ..-_ 295- UNOCCUPIED MIN. PRIMARY AIR GF�"I -0 ° I I AWH 625.E SECONDARY AIR CFM MIN. - ..—.—. —) — — -- — - C1 0.0 TOTAL GAIN TOTAL HEAT r" _ - - - - -- - - — �� (BPJW) LO33 (F3TUIN) -- - --- -- -- - - ---- - -- ---- NOTE.: t-1 �HAyLGA�, Fz1rr10DEL NOTE I EOR Aj�1_1�N, ALC T C� I EX, EX. � j [4x24x10 SUPPLY DIFFUSES 15 ROOF LOAD _16080 _ 10313 —_ RFSPOy51�IL1Tl�6. _ --- • 0 - x,55 CFM - TYP 0= 5 4G •o r. 5LA58 LOAD -0- -0- I - -- - - --- --_ _ O o 0 o I --- - w IVALL LOAD 0- _ -0- _ � I LIGHTS - 23806 — _ '_— l9)EX, RECE SSED NF'�C�I'1E PENDENT --_- - -_ I SPRINKLER HEADS TO REP LAIN - VERIFY � I EX.� iI .�v 0.o WHIR 'vRYER5 1352 QUANTITY 4 LOC. IN FIELD - SEE NOTE 5 r i�lE�:�>�NIc��L LCGEND — __ - I _ �._,_.___ J I „ � aNin N WORK STATIONS 3114 _u I o E a-o Q FLEX DUCT TYP EXTEND WITH RIGID � >.o v J NO. PFOF'LE :: I /12 XHAU�T DUCT DN TO 24x24 15 - _- _ _ __ ____ � DUCT WHERE FLEX ROACHES 5 -0 -�_ PEOPLE (SENw) _ 550(c9 GRILLE - 9,M G dE � �> I _ � ' MAX LENGTH - (BY LANDLORD) �' a� w n o Q1 �71 5Uf PLY t>IPFUSER -- I L' 1J _-_�- v o'er v� in z ___ +/� VOLUME DAMP R IN SPIN IN PEOPLE (LAT) 4r4?10— �p I ti VENTILATION --OVAIV) � - 0 � 2 /I2 4 �,v 7- - \ __l-= - - TAKE-OFF - TYP •- (BY LANDLORD) \ �_--- 4 VENC. (Sf�18) -0- VENT. NF:1 T LOaS RETURN vRILL.G - I' -�'•- -- 0 - --'_ - ------- --- --- - VENT. (LAT) -m- .0_ BTUW EX. ROOF MOUNTE=D GENERAL EXHAUST FAN ------- _' --_ EX' BS� -_. — (EF-U W/ ALL A55OCIATEDDUCTWORK TO EXHAUST GRILLE REMAIN - REBALANCE TO �Q_C� - SEE 6/4141 TOTAL SENS. LOAD 4cJV5 BTUW TOTAL HEAT LOSS MEC►4ANICAL REMODEL NOTE 3 FOR TOTAL LOAD 54319 BTUW _10313 BTUH O ADDITIONAL CONTRACTOR RESPONSIBILIVEv •E -� _' - - _-_ Y THE:RM05TAT = ' ":_ __ "I - -- v - � • SPF�INK-LER HCADS �X, F-I I _0) __ ___-_ _-O _ .- 0 � ® EX® SUpF'LY CFM o 5T'P _1065 � EX. EX15TING TO REMAIN _ I 10"b CFt'I/SOI FT, 136 �_ _ °' �? l� bx6" TOILET EXHAUST LISTER 13 _ _ -- _ --14_0 d EX. EX. MECHANICAL REPIODEL NOTE5 I -- -- — ' — EX. I � 5) EX. CONCEALED TYPE SPRINKLER I -- ' 0 0 O 0 HEADS TO REMAIN - VERIFY QUANTITY T MAIN. OERIFY CONDITIONS ANp PERFOR`t GENERAL MAINTENANCE ON VAV (1.E.: PROPER 12X24 RETURN GRILLE 15 EX•1 Ex. AV I -- 4 LOC. IN FIELD` - SEE NOTE 5 I. EXISTING VAV BOX O RE --__ - AMPER/VALVE 4 CONTROLS). IF ANY REPLACEMENT OR EXTENSIVE WORK IS NEEDED, NOTIFY q \ ,! 0 $ I -- - I~x OPERATION OF PRIMARY AIR D _ _ - REGIS PRCJECT MANAGER IM!MEDI,TELY. 1 ry 2. j PAF' Ayj lrONTRUL (3) EX, CHROME PENDENT SPRINKLER HEADS TO / I u TENANTS CONTRACTOR TO REUSE EXISTING THER1'1OSTAT AND TO VERIF" THERMOSTAT lay IN PROPER WORKING CONDITION REMAIN - VERIFY QUANTITY 4 LOC. IN FIELD - - _� — - SIF �•IOTE 5 - � - � - RELOCATE AS ,SHOWN ON PLAN. - — - Lj - T EXHAUST, PERFORM GENERAL MAINTENANCE TO FAN AND 241,24x8 SUPPLY DIFFUSER 15 CONN DRYER FLEX DUCT TO R RIGID D4"41UGT RUN RIGID DUCT UPH 3. VERIFY CONDITIONS OF ,HE EXIST ING ROOF MOUNTED GENERAL E - 200 C� - 4D ALONG WALL IN LANDLORD F T PROVIDED CA 3WEEM_1FtA CLOTHES VERIFY PROPER OPERATION OF BACK:DRAFT DAMPER .4NO CLEAN BIRDSCREENS. IF THE. GENERAL EXHAUST FAN 15 NOT IN DRYER STUB-IN UP THRU ROOF TO VENA CAP -,1HY_IF ANT) GOOD WRKING CONDITION, NOTIFY OWNER IMMEDI 4T'ELY (BIL) ACCORDINGLY). --�'- 15T G V B W/ 8 K �,.s�• �` "`'`l vV �r< 4. SUBMIT A TEST AND BALANCE REPORT TO MALL OPERATIONS DIRECTOR AND TENANT FOR APPROVAL PRIOR TO OCCUPANCY. LE RSI SE D L S ATV I IV It Ir � a S T E REUSED. RELO(;ATE EXISTING SPRINKLER HE=ADS AS REQUIRED FOR NEW EX.12"4 INLET I ,,. E�cISTING SPRINKLER SYSTEM HEAD C D CEILING 4 LIGHTING LAYOUT. "ARM-OVER" WITH P PIPING AND VERIFY EXISTING CONDITIONS ON SITE - ALL SPRINKLER HEADS ARE TO BE CENTERED 1N CEILIWj TILES. � t- :2__J ✓AG _ _ —__ 41 48.3 a � n �. FIPING.:% MATERIAL ERIAL PLUME3ING LEGEND _, zz 1 < .1 .�1► M& ABOVE GRADE, NO-HUF3 CAST IRON ------ COLD WATER. 43 SANITARY 9Y4TE110R SCREWED WOT WATEf2 I GALVANIZED PME WITH CAST IRON DRAINAGE FITTM S.PVT;PIPNG -- •-�,/-- -- VENT PIPE 3/4" NEW 3/4" CW TO EXIST MINOL ALLOWED OTW ADMIN115TRATIVE ABOVE GROUND 1 1/2"W 4 V, 3/4" H 4 CW TO SHAMPOO IS IS - 3/4'' CW - VERIFY LOG 4 ROUTING _ r ---- -� AUTHORITY APPROVAL. SINK W/ HAIR TRAP AND INTEGRAL 5F BELOW Ct+RAL�E� NU-tJltf3 CAST IRON SANITARY V'ACUUP'' 13REA<ER - SEE 111.3 FOR -T-F-01 SANITARY SYSTEM OR SERVICE WEIGHT ,..�... ..�.�. BELOW GROUND STUB-OUT HEIGHTS o°o CAST IRON HUB AND OMSOT W/ ------� __ NEOPREME GAEIKET. SANITARY s !i B POINT OF CONN Cfj ADO'NL GRADE' 1 TPE 'L HARP TET'p°ER GO!'I"ER T4M .w,Tt'•1 tIJ W.:04TCom"FITTIIII Um OWY 95/5 LEAD-WE SOLDER M POTABLE I � z- WATER F�iP�Ks.PROVIDE DIELECTWC 0, .L" WIt7F19 AT EV'ER`Y AW TION OF TWO ci 01581MtL.AR.METAL PIPE MATERIALS. - i I ° OW CAA,DE I TYPE' 1K' UOFT TEM FR R TUBE. I I , I �, $ CONN NEW 3" IL1 141" V 3/4" W 4 CW TO EX. PLUMBING . '1'1CaDEl NO�� - �RIE--i 3Rz�Goc,�Rau�flN� �rllvlV��T�� • � Al 020 I_ I � '• Ft L ALL PIFII " WATER HEATER, CLOTWES WASIER AND TOILET Fc ��t"I PL.tk`1dING • ►"•,.x,_.Ar.'. . , ` ��• —_ .- `' --- ' '--' FIXTURES TO REMAIN UR'CHANGED. VERIFY FXI�TING TOILET�QOh1 - 1/EI4,IFY C�'�N._PI�L�_ — CONDITION OF EXITING PLUMBING OF EXISTING PLUMBING FIXTURES (WATER FIXTURES AND NOTIFY REGIS PROJECT CLOSET 4 LAVATORY) AND REPAIR MANAGP-R FOR REPAIR OR REPLACEMENT. REPLACE FIXTURES IN POOR CONDITIC'N - I, � I VERIFY EXISTING. CONDITIONS M FIELD � si4° I. NO I=XI'CJ9ED F'VsC OR COPPER PIPIhiG PRIOR TO BID - REFI.AG �"� W/ N�11! 3" -- E:C. N_W ALLOWED AT SI-IAMF'c`O SWO OR LAVE. FD - '3EE =I_UMBIWs REMODEL NOTE° _ - ( _ I Lj LOU 3. 1" PIPE INSULATION ON ALL NEW AND b I I X16TM 140T AND COLD WATER PIF'MG, , -��4 � �FC I E II INGLtIGI1�tCs }'tF'M�3 �LtOltl CEILING TO F!E WATER WEATER. X1E 8T MIN 4" W - VERIFY oG —— — - — �?1 I � o - 1 C�T�� OF TIGARD Approved. �.l Ad�.l &(- Ilf ROUTINCa A INVERT I � �� -� I 1 Conditionally Approved.......... 4. VEIRMR' MALL AND CODE REQUIMIEl"FAITS I taut 1NATALLATION OF NEW FIXTXMIS AND "" Attac NEW EGiUI!-"P 1ENT, II I Sex(,etta to: Follow.... ...........[ ] b. CLEAN OUT ALL WASTE PIPMG PAST THE P'rrn#Ntj`lF •..�.•. C i 1''OlINT OF C044ECTION TO MAIN WASTE LINE -..____— - - - H _._ __.---.__ _-- Add. IIIH. "TAI _INO NEW FIXTURES. (NO By:..�. �atc: 6. Wwk7 V AND CAP ALL DISCt"4ECTFD ELEC WATER HEATER -- O OMITH DRE-S0 8Q� 15"~ -- — -- 2"U1, 11/1"V 4 3/4" H 4 CW 15 PIPING. aC�SL -r: . 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