Loading...
HomeMy WebLinkAboutWeatherbee Heights 30099STATE OF FLORIDA DEPARTMENT OF Health & Rehabilitative Services (PLANS AND CONSTRUCTION SECTION) P.O BOA 210 April 8, 1981 Robert M. Shrum Architect 13205 N.E. 16th Avenue North Miami, FL 33181 RE: Port St. Lucie Convalescent Center Proposed 60 Bed/Phase II Log No. N-221 Dear Mr. Shrum: Bob GrahAM. Governor 904/359-6357 JACKSONVILLE. FLORIDA 32231 The construction documents for the above referenced facility were reviewed and are approved subject to the attached Standard Provisos and the comments enclosed herein. An immediate response to the attached comments in the form of addenda or change orders, as appropriate, is required. You are advised that approval of the construction documents does not alter or amend in any way the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conform- ance with the particular stipulations of your certificate of need. Please complete the enclosed Health Facility Form and return it to my office as soon as possible. Also, please complete and return to my office as soon as possible one copy of the Standard Provisos. Thank you for your cooperation. Sincerely, s r 'Richardd C osenvold,`kC I A Medical Facilities Architect Supervisor Office of Licensure and Certification RCR:ws cc: Hector Seiglie, P.E. Consulting Engineers Eden Park Management, Owners John E. Kane, Administrator Port St. Lucie Convalescent Center r District o Administrator Department St. Lucie County Health _ I Albert Thomas, Director „ St. Lucie County Building Department Dwight Black, A.I.A. Winter Park Field Office 1 PORT ST. LUCIE CONVALESCENT CENTER - PORT ST. LUCIE PROPOSED PHASE II/60 BED ADDITION LOG NO. N-221 ARCHITECTURAL A-1 Identify the room finishes in typical patient rooms 26 and 27. A-2 Provide fire rated access panels in the gypsumboard ceilings providing access for inspectors to observe construction of smoke partitions. Each room with an inaccessible ceiling adjacent to the smoke partition must have an access panel. Rooms include, but are not limited to bath suite 4, three typical patient toilets 12, med. prep 1 and A/C 21. A-3 Provide continuous non-combustible firestopping at the ends and over supports of the joists bearing on the concrete tie beams shown in the sections on drawing 5. A-4 Hardware for use on labeled door assemblies must bear the U.L. mark identifying the equipment as a U.L. listed material. Please verify that the series A hardware will bear the U.L. mark. A-5 Door number l to "Oxygen 22" must be a labeled assembly to protect the path of egress from pair of doors 35. The door must swing into the space. A-6 Correct the latchset number A-105 under hardware items 4 and 11. A-101 is the number designating the positive latching "Rollatch". The lockset A80PD for doors 4 and 16, hardware item 5, providing access to bath suites 1 and 2 is a storeroom lock requiring a key for entrance which restricts client use. Revisetheselection to allow client access. A-7 The 1/4" wire glass must be U.L. listed and labeled. A-8 The "Acoustic Tile" section 9D of the specifications does not conform with U.L. time/design number P-231, 1 1/2 hour rated construction. Please revise to provide the 1 1/2 hour Type II construction noted on drawing 1. MFC:DGC:jb PORT ST. LUCIE CONVALESCENT CENTER - PORT ST. LUCIE PROPOSED PHASE II/60 BED ADDITION LOG NO. N-221 MECHANICAL M-1 Provide fire dampers at all duct penetrations of mechanical room 22 walls. M-2 Nurses' toilet 3 and bath suite 19 are excessively negative requiring make-up air in excess of that which can be accomodated by the maximum door undercut. Increase supply or reduce exhaust to these spaces. M-3 Provide a firestat or smoke detector in the supply duct for AC-8 and in the return ducts prior to dilution by outside air. M-4 If the fire protection sprinkler system as installed differs from the system shown on the drawings, submit the revised installation drawings for approval (with hydraulic calculations, if used). These drawings are to be signed and sealed by the responsible engineer. M-5 All air devices in the fire -rated ceiling component of a U.L. numbered ceiling/roof assembly must be of steel construction. Revise specifications as required. MFC:ML:jb ELECTRICAL E-1 Sheet E-1: Provide exterior life safety illumination outside porch #1 and porch #2. E-2 Sheet E-2: Provide fire alarm pull station at exit door north of nurse station. E-3 Sheet E-2: Smoke damper power supplies shall be fed from the life safety branch in lieu of the critical. E-4 Sheet E-2: Exhaust fans desired on emergency power shall be fed from the equipment branch in lieu of the critical branch. E-5 General: This office recommends duty stations in all work areas. E-6 Specifications, 16-C-6.08: Toilet buttons shall be the pull cord type with the cord suspended to within 18" A.F.F. WC:RLF:jb r r STATE OF FLORIDA DEPARTMENT OF Bob Graham. Governor Health Rehabilitative ehCabi ti e ervices904/359-6357 (PLANS AND QDNZTRUCTION S=ION) P.O. BOX 210 JACKSONVILLE, FLORIDA 32231 May 29, 1981 Mr. Rd)ert M. Shrum ,}Lt� 1981 Architect n 13205 N.E. 16th Avenue North Miami., Florida 33181 ` , R0011 xpa mz_ �,,, pp,1A1AMti, fll� RE: Lucie Port St. lescent Center Proposed 60 ged/phas Log No. N-221 Dear Mr. Shrum: The plans review letter on the above referenced facility, from this office and dated April 8, 1981 is to be 'modified as follcxis Cent A-5 concerning the door to Oxygen 22 is to he deleted. Unless the quantity of oxygen in storage exams 2000 cubic feet, separation frcxn other functions is all that is ; required by the NFPA-56F`, 1974 edition, paragraph 232. The Standard Building Code requires that all partitions be one hour fire rated but there are no requirements rements for a labeled door nor is there a prohibition against a louver in the outside wall or door. Cmmmt *-5 is to be modified as follows: The air devices are to be of steel tx nstruction unless they are not used for support of the ceiling tileand the fire damper is essentially at the ceiling line. Sincerely, Prrofes icinal Ehgineer Office of Licensure and Certification RI S : deb cc: fiecta r.:Seiglie, P.E. St. Lucie County Health Demartment C misul.ting'' Engineers Albert Thcmas, Director Eden Park Matogement, Owners St. Lucie County Buildinq a >It Jobn E. Kane, Adrrd istrator Bob Sidth, Area Supervisor Port St.. A=ie CnvaleSCent Center . Dc>right Black District 9 Adhdrdstrator Ifinter Pdik field Office ■ ROBERT M. SHRUM ARCHITECT 13205 N.E 161" AVENUE - NORThi MIAW. FLORIDA 33t61 691-OP12 J une 30, 198 i Mir. Richard C. Rosenvold, A.1.A.. d Medical Facilities Architect Supervisor Office of Licensure & Certification Department of Health & Rehabilitative Services P 0. Box 210 Jacksonville, Florida 32231 RE: PORT ST. LUCIE CONVALESCENT CENTER Proposed 60 Bed/Phase II Log No. N-221 Dear Mr. Rosenvold: Sorry for the delayed answer to your letter of May 29, 1981 relative to the comments for the above referenced project. Comments are responded to wi tr numbers coinciding with your numbering system. Materials enclosed relative to the above are as follows: 1. ARCHITECTURAL: A-1 thru and including A-6. 2. MECHANICAL: M- 1 thru and includinc M-5. �. ELECTRICAL: E-1 thru and including- E-6. 4. Revised copies of the specifications in compliance to comments. 5. Copy of Mr. Smyre's letter of 5/29/81 . 6. Drawings: sheets 2, 4, 5, Ac-1, FP-1, E-2, E-4 and E-5. Copies of the completed Health Facility Form and Standard Provisos are being mailed to you by Mr. John Kane, administrator for the Stuart Convalescent Center. We hope the enclosed material will be satisfactory. If there are any questions please advise. Sincerely: Robert M. Shrum, Architect CC: Kane RMS/mf y F FORT ST. LUCIE CONVALESCENT CEN-1ER - POFT ST. LUCIE FRCPOSFD PHASE I1/e0 BED ,ADDITION , L_OG NC, N-2= 1 ARCHITECTURAL A-1 Numbers 26 & 27 refer to toilet door openings. All door number-. are enclosed with circles. Patient room numbers are indicated a- 11. (typical). Note finishes in Finish Schedule. A-2 Fire rated ceiling access panels provided. Note SECTION 10A, page 2. , paragraph 2-06 of the specifications (enclosed). Also note locations indicated on sheet no. 2. (enclosed). A-3 Continuous concrete grout included as indicated on sheet no. 5. (enclosed) . A-4 Series "A" hardware will bear U.L. mark. Note SECTION BC, page 1, paragraph 2702 of the specifications (enclosed), A-5 Oxygen door no. 2. converted tc a "B" label door to swing ir:. Not required according to enclosea copy of Robert L. Smyre's letter of May 29, 19B1 . A-6 Latcrise t number A-105, hems 4& 11 should have beer-1 A-10S . (Typing error) Doors no. 4 & 16 to Bath Suites removed from Item 5 and relocatec it Item 6 changing A80FD tc A4CS Privacy Locks. Note specification revision= on enclosed copies SECTION BC, pages 1, thru & incl 4. A-7 Note SECTION BD, paragraph 2. 2- Wi re Giass - U. L . listed and labeled. Copy of page 1 of specifications enclosed. A-6 ACOUSTIC TILE, SECTION 9D , page 1. paragraph 2.3 revised to comply with P-231 noted or drawings sheet no. 1. Copy of specification sheet 9D-1 enclosed. r PORT ST. LUCIE CONVALESCENT CENTER -PORT ST. LUCIE PROPOSED PHASE II160 BED ADDITION' LUG NC. N-221 MECHANICAL M- I Have .bhoum �. e dampmcs at as duct pere onh o f Mechan-icat Roorr, 2 2 at ttiz . h1-2 Exhaurt to To i,L'et Room.. 3 and 9 mz tzeduced. See Dwrii.ng AC-1. M-s Detectou atce pnovided on att aupp.Ey and &etutn duetz. M-4 A note or. Dnatw ng FP- I Acauiku corrpUance ai th th i - comment. M- 5 Pet, ours pnev.iouA- diseude.cor, and your f ewer, dated May 29, 7981, the dijjuA-end 6hatt be Zn,,tatted aA- dctaited on AJC D& winc,,b. E-' Pouch 1 and 2 arc outside acid a.CreadU have c ti4ht or. the Lid€ Sa�ctc Ci.kcu i t. Thc6c pokchu. anc not requtt,ed cxiv,, nor are then ,idCnt�- lea' a.! patFi-A of, ear�e.3t by exit .6/"fjI ! . E- 2 A pui-i ztat i or hah beer added a% exit door, No 2tr: c � Nu,✓zez StatiDr and b hoar. on FiA c Ak-t R u� . E Smoke dampen power, buppLiez have beer. removed J.►eon-, the emc,,c,encc1 power au4terr ontC the nonmat power..ay1,terr: - E-4 Exhacu_•t Jaw have beer, &emoved pLorr• the emerrtency powett zy,�terr onto the nonmat power, zu.3terr. E-E Spec.c'icationk have been kev"ed to .i.ncEudc btaUtemera about puU coti.dz be,i w 6 u-Apended to uii,th.ir I t " A.F.F. zzucaviaco...a�.�, rugvavU ,� )r enclosure need not be Vented to out ."` )ms "or enclosures shall be provided with oxygen supply by`iteillts yr ':36v1agu IVURZUiv11n •iuv-% apacity of . more"' than 20,000 cubic feet (NTP), includinj iected reserves' on" hand at the site, shall comply with th, krfa tnr Riillr (IXvaPn RvxtPmF0 at Consumer Sites. NFPJ 'enable from- the Compressed Gas Association, Inc., 500 ^Fifth" Avenue; w York, N.Y. 10036. L-1 4. WC-1 OCCUR. AT ALCOVE 2 OWLY. 3/4 i1 TO H 5 u 17''4" I2" 5EE SHT. P-4 Ilq FOF— C01,.1T. i L-t �2" P� T PE —LIEF LIUE i°/4"' e I 1�4" RUN TO UUT510E OF BUILDIIUG. 314- r, ��.2 C I 1Yy2'� rp1/2 1/2 WC- I 5AUl"rlZER• C O Al U E C T I O U S SEE SHT . P-4 FOR COtJT. JSK-I 5K-2ELECTRIC SOOSTER.. NEATER I/2,� r ,✓CL5K-1 (MODUTED OU a"t NOUSEKEEPIUG 5LAB) SOILED A POFR T' S-r, LUCIE CONVALESCENT RHA"--.4-E-2 ADDENDUM/! N6. -- i RECEPTA lo/3W ' EL.ECTR.I( HEA7ER SANITIZER CONNECT ION AT SOILED UTILITY ROOM I I \I ' PORT ST. LUCIE CONVALESCENT CENTER SAr SANITIZER CONNECTION AT SOILED UTILITY ROOM 2 >_o/zobv/ 145/3w C BOOSTER rW PORT ST. LUCIE CONVALESCENT CENTER PHASE- 2 ADDENDUM NO.- I SK-3 )<4'M:Tr�F' I vN`( G-AI-V. �1L5 FA�T�N 4. x 4" VeAc;rzCTYs�) GONG. �G'C�T Its! S. V90 4.7' 00" E. 1624.55' DAIS ttas�►.�r�z ST. LUClE COUNTY FORT PIERCE1 w, FIRE DISTRICT I/ �Y ,af-_._.._ • Fri;tg FIRE PREyENTION BUREAU i� ► �,_. r 0 Fire Sf0,1011i p APROE fire Wall f �� EJ SU �s ECT TU: I%U���%/D/�% ` -' I / final �� P. NFFA I O, 101 LWE "AFETY CODE. NotifyFire Prevention Bur- � � r� — > -- • \ ; �" ` . eau .D ateA)'/� J� �Phone 465-6655 Ire Marshal 3-T- 1!U' x 24; " 5P�/f.< .. _ \ �� SECOND j PHASE s4.0 Ism - Interior Finish PROTECTION EQUIPMENT _ ALL FIRE PI?'v SHALL BE APPROVED Y THE FIRE . Flee Spread Ra�sng PREVENTION BU S � AU. a,�. Ways Gass .A-...Minirnurn Exit � Oflner Areas Class ... Minimum 4IRST • / A 4 E y I - I Ot ildia e 1"'RTMENT / 450 SI r3� Q j \ _ DAT STRUCTURAL - - FLUN43ING ELECTRICAL 2'' ' t SUBJECT TO: ► - / FUTURE I. SCUTMERN STAhI;ARL � / PHASE y. "L;C / \ r 2. NATIONAL ELECTRIC COI, ... \ 1 ALL LOCAL AMII«INDNsCNT 3cclot�- i - 12' X N O' _4 AC le (4A►� G+tA1P 3 � -7— </ } S. 890 47' CrC>" E. 1822.94' Na'r>: 5tN ��� ej i-e� C =TI� v(TEPLAN eo- o„65p 1E�t�,-,�� FeO 0rn,ILL- "A 27 27 5, u19, ik 1,} FT, P �WELr"rsV ��+p &Yt?� LEGAL DESCRIPTION CONTAINING: 27.64 ACRES K SOUTH 1/2 OF LOT 3; LESS THE EAST 50 FEET; 8k THE SOUTH 1/2 OF LOTS 4, 5, a6; ALL OF LOT 8; BLOCK 3, SECTION 15, TOWNSHIP 36 SOUTH; RANGE 40 _.._2"x.;•a a► (o p`A,;,..:. EAST; MODEL LAND CO. SUBDIVISION AS RECORDED !N PLAT BOOK I,, PAGE 41; ST. LUCIE COUNTY, FLORIDA.; LESS ROAD 8k CANAL RIGHTS • OF • WAY. WALL LEGEND PATIENT AREA CALCULATIONS jI---� 8" GONG. �i..dG. W�►+i..t_xTNt7 TI-iis:�k ttaN GG1LiNG 1. a� }''!-tAS I �" GCJNG. 5L.1�.. 5M©K� Ias�t2T1 , ,O'N EX'�N�' TN�C�I..Jari•-f •�.� �r26~'•� 000 000 Gi~IL INCG Ar.It2 TiGrHTL.Y Af!:IL tT�i~ca0!~ yj(�00C0000i ► +Ii2. F►RE i�.d•��i� 3MG:KS VAiZT)TI0t'.I 1-X'rr=.4tp rHx'' w 32 L?IGC7:xMj� ' SI ^',1-'�+';,A"" = 5 � i✓"' -r.flp �'© y"i' ;►�t G > �s �:.l�r �OLiC �L`T" T'z 4 a�u RGoF �x .UcTu>�.e 4 �'r21�✓A T'N �_ 3 MTJ�. 5T �iS?5 %3 'I'YPiS X ' 9-(P* JM, ft4;PA9L-' I�'rH �II�S -r'r. TAI•. - (esG` I� t rCa,� 1 Ia 6 P75TA I L_ t2Ga.• _ J. I�AI i"171C77t wN1:: TH r�UCaH GEILIN%. c) TOTAt_ p�11G?y ISO CPue�e i + r c�& � II} EDv��.l2r: �2 "MIN. MTL. TL1t7O *.i'�" TYr� ",X" G 2. PHA--9� {P sx t�) 6LJN►2 — . __�` _ __ _ 2 I -!I?. G1 :? 'A•s' +" :Cr`.t�. i'Sl-tG.-JA`�!.._ 1=x-rF_rWD THROU&H q,)NLJ 'SII�ic� �aa'''t't.TIG>!At *i AQ5A�f6'''p►Tic??» 4"TG'i,•.VT)= 4o.-3,.� 5G2.70"T. t�I�9, —i GiLtNG P.r ic> T'LSTK T1GNLY AF�jLJT RGtOF 'Uc"U1"G'1� • SHr.�W N (1�0 ��'• • ' I STfc GT Q I<A� �aHG N � 'N 5l ..E=T"X5 "Y' _ rP plus o Fvc T6L�sJ" b�1='A�'i 1 NT` I!5AY-j6 - I F r= z 15i �f� 6�% ' 4. • MATERIAL LEGEND ONE rzoll-1N J _-r i N'z `,, \j :ATIOA. 37tN1I�is's Ail sc 3b54 5C?•t~•I" MI �� o- b�l�1A•,�. CQ✓�aLs'� ���. to to z ,!, j j_ TOTAL51 14 60 FT GLo,Ai?:5 7 'z a, as I2kASF_ T. Cgxicr-'I NG; FIRE PROTECTION G •1 t..A:, �-rc7 A� �I�owN = Iq,ar7.* *. T �� G1��:��At.. �T=s�' �»�• gl.�yrt.! _ I022.t.� � s="�", C1 . �"�� 2. F1K2rr t21�a16TAN�?~ rzA-t;rS 00i1701 PIt2E fZ�¢il5�i-.�*G1 p:RT��"?"C1Y -� �, ! ITT b) C�XT8A2,c✓ca r*Sa�+1.�:1NC� i,d J.L.S - i1 1G4 �?� i-+r .,� 12cJ ?� X !o �aG�°. �? r2G"'Zra' 1. f- i :;i I"•IT�121c�� �I�AtzlN�vr WALLS - (2 Hk.�'S.) �,' L Y r� 1, 3. X-*'>= i�rz ccsr: t;s T� t3L_p�tC � AKIp.1Gr IoJALI. '7o-V$" MIN.-r�1�I-_. PO i GLA'rr.'S+IFri+A"i";GJ?�i G•�; h�1;�TAiQsa i/�" y"3-F,GK i�Lll..l. !�� -I� i -�I;A�I �N I � �� To 3 tea, -s' �ar�•rl�ar� vSSMM. �" C'9 .; PARKING CALCULATIONS ��t t• , °✓G:1..•} 16 34 H'I'V� ZAMV L-Iw �I'>'� �^.LN1 NT ` r:' LUMP_4' ) Vv12 t 1<.:..*` L ?G% sl P't�''�I"''.A Vis?A � ."_. 4. 5P' .•ems -.rt-. • i ' I 1'�2'' FTO L_ „ ,_ „ __4rf__..._ ' -O - 1L_ fi. -2---- A.) WALL ; U� +' C✓, "� 3t''/.G SNea�:N Ya e t D _ %� &) 94pp1- Li40 s V. I \ � � I H VN(_ t�t..T'r GRL\/. a ,esY", CoAt_vL.G 5T�#SL LA"t � C"t V,4`s`''"""LANDSCAPING INFORMATION • ',-' 1 N VA Q Y' F +1'�O M 2 0' I � H•5 AV Y'- G%U T'•r GA LV. 2 „ yC C� " � z`�.�� H � CiG � •- N `t' � i �►�". i..,J Pam, ''' ' ,• C •, I,r'! I l�'+�1. k � . �sr F^,•I-�' , C C".i '?" ! �,., .> � :-s 5TF.ML HINGE t�,A �, ice•' i '► D I I I/2" s 1, - �,� NO-r AA%I L. Y-AIOG"+..J •rC� ���r�t L. } i/2." a► I' - Gr' TYPICAL DECORATIVE WOOD FENCE DETAILS NOTES. DETAIL S V I C I N I T Y � I \ s Z 0 APOt2E55: 7.300 OL-15ANP09 AVa., ;=-r I'''isz: p_ r-L.091f2A 15_05.4*.*0 1 > VICINITY M A P NO SCALE IT i f �W t0i jL P H A S E _, :w jI- iI LL� 4 , MAP, SITE FLANUjo;�� 42 4 12" -014 4', 71- T 1 17 Al: I---- -- ---- �4 - 101 fi.AN rr ag 7 C� -4T 5 oA:z Mw j SAC ('40" R -701 V, of ` il j 1A Wil A 4� I. Ac m P-1 rz� r4 -VAN ji-r - Ircz 14 AS SHOWN 5 AS SHOWN CLEAN UTILIT TOILET 3 14 OPP HAND I OPP. HAND ak LINEN PATIENT'S STORAGE UNITS 7L- F- t 6f, -4 A B C BATH SUITE I TYPICAL SHOWER ELEVATIONS BATH SUITE 2 (SIMILAR) WIN- - -Im 11,11 IN cell" c Li Az V-f 71 A 2,1 .4 TYPICAL SECTION FOR SHOW,,F-RS 14 ALCOVE 2, CLEAN UTILITY, TOILE SOILED UTILITY & JANITOR - ALCOVE I FACILITIES (SIMILAR) 7� NAI F-7 4r zK a. //7 T V,-4, taAl:2 1jep Ufa-) rZe, NURSE'S STATION 71 T, Jill., LOUNG - PANTRY =LOUNGP 2 ILL CABINET NOTES (TYPICAL) -3T z- C L UM r�'ALI a. Aii cr 0 w i LL < 0 cr 0 Ir 0 Z w w LL 0 h� _.'""� 'tee-' w. C. .,'i �"' _.. � .^.} ,, :, �s.-r� • �, h �# a f i a f� K4.✓„2"°i3 1°" .F: 7"s .• ' `� 1/ x; I ; - ; Allaw _ .9 , a i yf "7. ! to a' I w 9 4 �. �-- I/�" GYM? �t?a�. C� � z r _ _ • � �. j _ ,f � 1"X 4" �Ltt�t�f�iG► 3TU��cd FILL W &;ZOUT 01 k. r^ 36/' M"1 "X " DOO SC,H DUL OOM FINISH SCH DULE: NO. WIDTH HGT, TH. D 00 R JAMB THS. NO ROOM FLOOR BASE WALLS ...�^ LEGEND 0 � a � FILING PAINTING MATERIAL EL,E. MATERIAL DET.0 CLO. REMARKS W �M� i ,. .., i w,. v . ..-• ,«[d .yam,; �.-'r ,ram " w L � 1 �'l _. �. 4 (} J W =1 sx Q W J � m (j Z i� _� 1 LJ Z �` - l r €' } L..:.: /"i ,^'""d .r'y , r.. y ^; ,.... ✓' d i"?, r (s,. ---- - i n , (C ►- W U) Z 0 } � W Q I— U lJ W (} U 1- (� Lu 2 0 W U cl U) W (D - I 4- p SwM Aa x s ty � (} W 0 � Q � � � d � U , � � Z � J � � . => U Ot 0 d UU x W W W 0� I 0' 0 Z Z} > 0 W U x W (T. U d r U X W d 5 I.L� U 0 W tr F- I UJ w W U I�� Z I �` _ REMARKS 7 �'- ..-' _ -�, • � 1 / f' r••. �:.,-sue, t c, �, bw . Y-"^' d. ,. � �..A' I _ t' 4 � j � .. ` _ ,. r� Y•.v � } ' �� 4'?, "I— ) ,ra ,. i 3 NUf=t`-'E' S STATION MEDICINE ROOM NURSE'S T'� i LET . 1 �, j' , — , � 7 �- I ..6. i - 8A F _QUITE I a 2 ,• I _. � 0 13 '_`*_- ' — __ _' •i••- -----I--- ..—___ _._._....t. _.._.._._.. 7 PANTRY „ f ;�. . 0 ( y �i�a-• " ,,� ® CENTURY' TUF? > 'i WHFF LC,H AIR STORAGE1� T_ - I-- —�-- - — 10 HALL i t� A 17 iJ 11 12 PRIVATE (4-) Ek SEMI PRIVATE (28) PAT I E t-I '-' c TOILET (T Y P I _ ; A L ui , ) 20 I3 14 TO I I_ E..T 1,2,3, a 4IQ CLEAN UTILITY lag, LINEN I 2 1 ;"•� f.-'-� ._ •� - $I `�I „ 1V • t _ ._ ___ I�j 1 7 SOIL UTILITY I 2 ,J A N 1 T (� R I a 2 P 'OR C ! i i a 2 + 1 T`- � r` l — �-, 2 3 ` • = �� 24 25 _ ''drr , �'' , —�- f ✓. .�. f WW .... ±� y ., . ; tom+ . d y I ® LOUNGE I � s ,�- 0,i 19�.T C7 RAGE ROOMS 3 4 -. — - -- ---_ . 26 �a _" 20 HOT WATER H E ATF".R 27 _- r --__—._------ F ----j--- a . a_ _ ,,.,..,,.. ---.. °-)-_. _ _.._ 21 AIR C C� N C-) (T I rJ N I N ri (A /�.�) - o - , ! a 2 30 { 24 CORRIDOR I a 2 -- _ 4 2rJ STOFAC3E ROOMS 1,2,6,a7 : Cl 3327 .- J_ {; _ - 4 - 28 3rJ 1 r Y� ciri. — } , 29 36 —Al- 5. wa 50 37 ; 3 E3 } F ' Y. 42 43 _ - - w �tJ] 44 45 46 p s 48 r ..Ai, , `c+.' «.fig � i W G � `. A.,'C'✓ � � r - 7 � t � s+'-s P j✓°''� « ; �a,y I { _ Vall I � /"� , f.ma 1^^ � � �,r ^.1 a ,.:�' I N "T" ,. ? p_ f 47 3�� y• ... 't'._'�'-"-r•r++,.-..•,._•r-�•-•r---�-°-r----•- 1y� - �' YLL y l' .. L� m PHASE r � w ' `S Ill 'tq q d Mp V. 8k DE`fiA LS Io Q �._. ;�. >, _: .. _ . ,. — .. � fii6 r .: : ��Ci � 1 .. :, u .,. , w.,.. ,» , , � :, .. ... k i. .. '., ;. :. .... .. .. �-.. i ..r.: ..,.:. / ., 4.. 3 -e .,. . .... ... 4. a r...: ., n .. .. ..„., k .:.. s .- v.. � .. i. .,. . , .�: 7 'r r � , _. '..:r . I III, ..... 1..,: r e .r. .. :. .. ... � . �.. .,.i. ..x a -.. ...� w � . . r. .,:.. -. - ....: � r -. �, A.... .:,: 1 ........ v .. .. n... ... . .. aA .. .,. .' ,. ,... .. �.. t.. �.. .. a.. .. ,.: -.... � � 1. P.. �. ,� . � ,. .. - -w. �..s., r .r.. i .. .. u . t.. -... n.,..i f .. .. -.. `.. r, .- . '.. .. ': .. .,: .. �. .. �.... a ,�. rc:::. e..-r ,...' '::.. ...: _:.._ . :: i � .... . . -.... .. .� .. a � �. ' t .. v.:= � ..� e ' � �. !. - ,. .,. 5. , d ,* � .. . � Y ,.. .. .... ., ,...,.. � , n, v ,: F .�� i,.,. ,_ - r... �.-.. ... � e. , .. ,. , .. �.:_ .-: v e, '.r� a.' � .. a -... .. ., u, ,.. ;. . ,.. . K r .... � :.. :; ;. ., v. S ;i ,;e , .. .. ,.. . :- ......k ..... .. ...� ,,,: .... � � i ,. ., �, ..,.<. .:. „ c... .: - , . ,. r. ,. is ..k.z 9. .. ., �.... _. r r .,.. � ., ..,:,,,.. _ d r .. .` hfi >`:. v. .. ..... ...t.. .a � � i.,.. _.. --..- Y. .� .- . x ... -. -�. n r ... �.. A ... - ... .., r ..... r & 1 ..> >.. .V. ..4 .-. ... i. ._ �...:. ,n .,��. k., ,. .. r. .,... .. �:.i .:. t,.:... .. ,� ,.,. .«. . ... ..: ,.: .. ,... .,� .. t .# ... .. .. .. :F. : >. ., a ;� �• , ,.. 5 . rca .. .. `4` a ., x... :. ::,, .. w. .. ! .,. ..t .. :..z ,. f ,...,.. .. .. ., z ., ,. .., .. ,. .. ... :, 4 -... .. .. ., .. ... .. ;.;:.,, , :..P . z C� �. s < ,. ..: e -. ..... � � _ � -,: ,. .. .. a .. a ,. .v .... .. .,. e a, ..<.,. � ..,,.. . ... ...... t � �' x n... .. - ,.. a Y...... .... ., .. ,.. ,, i. d a .. i-. ": ,.. .. '.ors , ..,.. ,...,. . -. ,. s .. ,. ...- .. -. 1 �, .. . . .. + r:, '. r 2 t x v .t,� t � .:;. •.• q �:f1 w .'._... ...,. .., .: P X.`, ry ., » i, ,, ..N.L � ,:.. ... � A. 1 +. .. .. ,.. .. a T.. x. .; �.. . ,�, . .. .,.. ,.. ' � S.a., �. �, ;; �.. . r. � .� i H .. . . ..., �..:.,.c r 4 1...:... i . J�... ,n . �.4. w. t-. . s k. �, i:. ,. }". a .. ,, a .. -,_ r.. -.. ,� .... � i. �. r'. ry 6 1.. .... ,. .. , ,. .. _. _,. .. � ,. .. .a.. ] .gyp ... �. .. .. � 3 �,... _.. .,. .. ,...� .,. .. ... :,... .., n ,. _ _��:. � .. . �. �. , - r ..:, .. � n ,... . ... � t � .,, .. ,. � ,. � � a.. _,< �y� :�.. .: , .�.. ... .. .. ,. .x .: ...:, -r � � .� . 7 . �... -r; :,.. ., ,,... �, ., ..., , �.,..... .. �.. � .�i .. r... �.,. . y..... .,. ,.: 4 >,.,; ., f,..: _. ;_. ..,.. ...,, .. .. ,. ri __. + :; ,.-. � is 'r,.,. , .. ,-. ..., ,. , ... ,. ,... ., k Y .-, .._ ... , . Y � r.. �. .�, , _.. _ 3 rt� .,. � �.. r ,.. �. � . � ry _. � � � �� ,.,. �...�. , ..:� ... f ...e., ,.... ,. ,. 1 � .. .� .. ... d . t.. ....- _ } y � .�:. i a .. � .. a.... � ... ..�' ..- .�.. . ,. .. .. .: .. �. � ,. .. ,�...'<, <. �.. � w. _ ,�F.. -:... �. .. .: ::., ... .. ,- -.,. :k ';: .. > ... _�, ,:5:' 9 .. "i ., a .. -. .,.. .r. r. ,. _.- ,. ... �... ., .. _..... .. .., ,.. _. ... _. ... � .., 1 _ .. . 7 +, .�.< z..,.. .. z :. ,. ... ,. .. .: -..._ s.. -, .. Aga .. _.. .. ... ., i' ,.... n .. .. ...: ... .. .... �.... .1.. ..< �. .: .� ... _.. .... .. y _. r_. ,, .. a .,< ... _... ,. �s. �, ,.. .._. ,:,. ., ,. ,. .,.. I .,... �.. k. �.. .,. ..- u .. _. .r _. � .. .. .,, .,..:.. „„ , �. I.. ,. 2. e . u .. , a.,. >,. >� .,.. ,,. .d.. .. -t .,- � ,:. .. . ,h- ...... ..t. . _.. ... ,... _. �. .. _ .. ,. .. .,. ,, ,. _. .. .,.. r t. v. _� _. .. .��,. '� .. _ .: h. � ... :...- ,.. - ,. �, . . �.: .; .:,. ... .. n . -m- .... . �. .. .. , ,.:, _,.. -:., .. ...� � ,: .. .�.. �... .... ,. , .. s � ,.. . - ... � _ G "' , ..., .,. � � ._ .,.. .:: .� -. ,.�. _.. .. z. . . � i�. ir. � ,� ,, ,. ,. � ,. i m.: ..,_ .. .. ... ... _. � .... _>. ..�.... � . t:...� � � :, .> .. �, m., .:.,, ,.. 3 .. .. r ., ... ... ,. .... .. t ,�.,.. .. .� .....,.,. :,., � .� �,. ,. __ .. W.. .. �. .. -.. r v �.,... sv .n t r,: �.i ,.. an e.. ,. .. 1. ,_ .., n ,.� ,. t � � .i. r ,:.. ., : ... .., _ .1 ... p .. .. .:, .:. ,... , . ... .. �,,. ,... ., ,. .,.. � ...., � .. .. .t M e ..c � .. n .. ::. >ry . , .. ... ... �, .�,.: _.. W . _ �.... -,._. .. � .. a .... ..:_ ... ,._ .a � �.. w a � . � .. -,... �. ,. � .,. s �, � w � .. r x .�:... , . �,;':' :i .,.; <, .,... � �, ., .. .,, a � �. :... a .� ,,..v^. .. ... .. ,. , � _� ,.. .... .. a.,. .-,.9. ..,- _ .�,. .,. _ ,. _... 4 .. v .., , ..,..:av as ..� .....,, . ,.. -. ....� ..i �. �: a4. -, ,,-: -. _ .... .., fr! ,::�' ,.. _ .. .: � '.�. .A � :.. .�: x. � _ . ._ u. m _� a ,f :: : ., ..;- _.... .,, ,�,-.. ... .._._.. __. �. - . -, � .. t - ,. ,. .-s ,. - .. - _- _. � ,-.. . ,. ',< 7 F. . ._. _ .�._ ._ .. _... . ,.. .. --. __ ,..,. ,_ �.. ,w.. .. . . ... ..: . ,. ., ..,,- a� ann �au7k� 3 _._. ......�.., ti� � ._F.� �. _ __ s_ ...--3 .t„ _. _ .<. ,.. ..: fl. ._ _ ..... ._.� _ _„ , ......_... �- ..�. W-., � �..a .� ., - - 41� LAW �ff 114 X w 4MV to low— q,7 Q'i 1, W 'N N,,* �Zll I WNE ME z .111PRt, WRA 'r-O (Z- Co L, M- %44 'VOW ,4 N-, kl\ I V-WF�- XV 0 N C) TV- P L A, VA WAU 0 LL LL 0 w < 0 < Ir 0 z z 0 w T Ale LL wlV Z z W z U (9 Z w 0 LL w _j LL F 0 10 I IA� w U) RHASE 2 0 "I 00 0 *5C ti N� LP MO C4 1. (*.'6 t-I OP ST, PIPE COL'_ WMW LT. WT. �W;T�4 �NSV' PfLRH, OV!" Z S UCH' p P, C T I ' Clt-4 7`7 Wa lljj� W f LL o LL II d4 9 DLoCK 13126. WALL, -Z Ej. ON WELL (.OtAPACTE-Z FILL. E)('TF-VZ 10 R --------------- 7 VAP0?_ IbAPIQIISR, (G MIL VI5(j0EfN)- WELL COMPACTV;r) FILL -- LONG, BRRS CROSS BARS1 r sEc-rioN SECTION � 3 S'E CT 1 0 � STEEL JOIST-51 41 - STEEL J015T5 SHALL COMPLY W(T +4 THE kiQUIREMEWT'S OF THE ROUGH CLEAN 5 T E. I- L 3 0 1 S`T I N S T I T UTE S 7,111., N 0 A R D _5P E C I F i C A T 10 N, S" CO -KC. COL. 4?_ - SERIES "W SHNLL BE-PV- A, MINIMUM Or- �Zlll CIS ALL STEEL JOISTS 5EP IL SURFACE STEEL beAM AND 4" Mlh• ON CONC2ETE GEAM OR TIE B M - TOIP OF r-TG. 7 +1 AT 5 SAME rlo, DOWELS 45- ALL JOIST AccEsctiziES SHALL RF-r-EIVE ONE 5�HOP GoATOr- (Zeo 5 a 0, (X - M AS COL. DABS OXIDE 2INc- c4fzo"p,--rE PAIMT. 0 _J EQUIPMENT FQ0jPmNT AT RvOF WIT,+ A H4XII`l0H WEIGHT OF ?OOHDS CAN BE- PLACED OVr-rZ 5T. JT. A, JOIST PANEL POINT; Oc� P LOAD DI_'YTRI&UTF_D 5eTvveI!tJ fL JOISTS ) Sr=r- DETAIL WE.AvISR F-OVIPMeNT CAN eLACED PR I ID r_0 5 P r- C_ I A L_ 0 E.5 1 4 uj W 15 (Z E R u F-5 T I=- 0 - ga A— STEEL- JOIST-5, 130TTDH ct­kOiZ0 514 ALL Rb F-SIdNED FOrZ A _7 -k 11, , , , j- gii WiHo L)PLir T o r- P 5;= T'(P I cfqL COLUMN FOOTING 0ETkIL AOL,- __:T 1 0 N .� F&,BD%T%0 NA L 'TOP LAYER ' V: r A0 ww M T 0- uj L e L C0PACxED MIL. V 15 u 5,e M 11,_r SECTION rl.l - I \j1F1Z'TlCAL SMALAmT. FQ LLO L MP,NVr-A,C_TUP.6.!6 Spf-CS. FOR, Pv_S'pA'v_XTIot4 � kIPPLICAXioN 112 Fop'm 9oc) B 0 VA D �s ILE A, %Ca r,- w u_ COL, at wi**tiw \IF-?,Tl(_AL JOINT AT (a L' _D F_ T L-_.._ "_� F-c-TION BEAM REINFORCING PLACING DIAGRAM L MkS"Ry 4k'O- HOLLOW CONCRETE BLOCKS SHALL r_ONs:OQfA TO A_s-TH C_90 -GGT SPEC.$, 41- C0HpRF_s_%iVF_ :5T9_F_N6T4 OF MASONRY Ut4vrS 5Hfk'LL 5F_ PLOT ILS:$5L, TK ft 4 5ck 5 T_ - W­ 41,- ALL BLOCK WALLS SHALL GE LAID WITHi COMPLETS, ClDVeP_A6E_ FACIE -SHELL MORTAR- BEDDING (R0lzl-L.4 veP-T Mo r� TAR To boNZ 'BLOCK ,MA SON RY SHALL SE -T\fl'S M (,125oo PSI) FILL V=19_S,,r BLOCK CELL AD,)ACENT' 70 ArN%( OPEN IN WITR C-0Kr_QMTe- CONCRETE 15 LOC V__ W A LL5 AS 5 I4 0 W 1`4 'T `14 L) 5 = � I 1 1 ti't IN 5TR V(-Tu rz A L 0 W65• ARE &EAiZING WALI-S, 4. SHALL 5F_ lF5Rr-c-TED PRIOR- TO PLActm G coNCr_MTr_ 0 BLOCK- I WALL5 NOT S"OVJN Ott STR u6Tuj2AL_ r.)w6s. ARE. NON - ia'F-AIZIN G. , AMD 5i.IA FIE TREATED AS PARTITIONS 4 PLACED WITH THEM CONNECT NON- r31z6 WALLS TO coNc. JOLUMNS WITH DOVETAIL CO2lZVdA'TF-Q, A ' RCt4OlZS, GENERAL` N 07 S S I CONCRETE TO lAAVF_ 2)000 PSI CUM PRE 5SIVE STRENGTH (? 26 Dog qS UNLESS 074'ff_RwI5r-_ N.07ED. ALL REIN FOR C-11AG STEEL SH RLL br- De-FOR-MIE0 BARS, , ANCSHALL HAVE 4 HIM. YIELD 5TREW6TH OF- &Of000 PSI ) G P-A OM GO AND HeeT ASTH A-GIS SPECS. ALL 5TRUc-TURAL STEEL SHALL ViAvF_ A. VIINIMUH YIELD 5T12EN&7I4 Or- 310000 P5% Amt> mFe-T As7m A-S( 59F-cS. ALL OETAiLING, FA,16ZICATION #,V40 PLACIIAG OF REIN RO rzC I W 6 rb A FZ 6.. U'o. 14. HU.5-r FOLLOW THE ACM "t-lANUAL or 5TANDARD PRACTICE. FOR Dr=7,41LIN6� CONTRACTOR SVA ALL VERIlPy ALL DIMENSIONS AND CONDITIONS AT JO& 511-E GMFO9-lE STARTING WOrZ%<.. DiSc2F_PAf46F_q :514ALL BE B1ROU614T 70 THE p,,T-rF_wTioN OF klZCH. - EN6. IBEF09-IE PROCESID'ING WITH THE WOfzj<. 572u,,_*TUP_AL DW65. SHALL 13E %A/OIZY-EC> T06ETHER WITH AJZC417Ec_-TVp_AL A/C � ELECTRICAL 4 MF_CHAlH%cAL 0w6S.,) 'To LocATe- oPF9 S)'146S. oplAINS"ll 0;SLEEVE:, ) SLOPM5 ) DE P9F_ 55FED SLA155, BOL`rS., SETTING , CUIZ5-s, E__Tc ALL CONCRETE WOIZI< SMALL J3E, IN 14CCO(ZOANCE WrTH " SPE Cir-I CATIONS Poz STIZUr-TVIZAL CONCRETE 'F:I)P- &UIl_DIW65 A*C:Z- 301 SPEC5 REMOVAL OF: f:0IQ_KWOP_V_ 514ALt- IbF- 114 ACCOIZOANCE WITH PeCM - 314--7 PPIACTICE 1=012 CoNC4Zr_Tr_ FORMWORK, q Covi-MACTo(Z 54fRLL -SUBMIT 514oP Ow&S.. ForZ AizcH./r=NG- A..PppovAL 00 NOT SCALE DW6S.) DIMEKSION 5 GoveRw 0 0 w LL U) �O w o 0 z K M 0 Ft ve. S a " 0 vv Z)' M c- I I v F-4—p " K I-- r u 1-2. r- 1- - = " I ft I I- " f-4 L- T - SIZE PMOUMT OF IZEINARS PIZE PS FE-91 SCHEDULES) UNLESS CTRMYZW15E NOTED 12- Coi4Tf2F-;,,-_Tor2 514ALL OWTA-it­i L4TF__ST SET OF OW6c,.) PiCLUDING ANY REVISIONS 2) S F 0 Z V=_ 57T A IZT YN G C. 0 1`4 5 T FZ v c-,r I ct r4 3- No CjAAN6f=S OfZ 508STITV-TIOMS SkAALL 61L "AOF- WIT1400"r THE WRrr-riFl,4 APPROVAL OF THE E 14- ALL CON-STiZuc-70N SHALL MEET 'THE REQUIREMENTS OF THF_ 5,-TAt-WACC� bLD&, COC>e_. LOCAL ofZrw4A?qcr_5 THIS OFFICE DOF-5 NOT A,,Cr_C-PT AN'Y lZ5_5POH5IbkLvry Fog SHE lNTI!fZPfZlF_'TATioN LL_ I Of:-T"E5r: PLANS By OTHIGIZ5 UNLESS REQUSS7E0 IN WRITINa,AND IT IS GIVEN T44E PWTHORITY 70 CHlEr_V_ AND APPROVE SHOP DW651 p.HD TO VERIFY( TtAr-- ACTUAL PLA- OF ALL RE6A9,.S IN 7H'E FIELD "CIM6 57 R U C-7 U R R L 5TE E S S "Z - �, LL STRUCTURAL STEEL TO MEET AT-5,C- R S S P I- c__I, i S.3 - S140P COAT ALL STRUCTURAL STEEL W174 RUSTOLE-UM -I&cl RED Pf;,,IHEP-, (oP- 511i1LAIZ) EXCEPT PARTS F_NCA5C0 IN CoHCP_F_-rE ALL BOLT CONNECTIONS TO 6E. WITH A-31-5 K16H STELE K6-T9 SOLTS 5ROP * FIELD WELDING 514ALL ee MAI)e by C-ERTIFIED WELOF-F-S ArS, Pf-!P R E St Ul er_ " F-114T OF STD , C BLOCK BtkR ONCRE7E T I w RF-1 N F 0 R C I N G RX MIN I MUM CLEA, COVER FOR.tZE�RFOP-c.ING A$ FOLLCW.�5 V -T I r-k (0 5 -2 -00 S L A55 PEDESTALS = z" TO -rii BEAMS i21TO TI CGC) LUMN 5 = I12w To TIE f 5LAB ON GRADE. c 2. FIZ 0 ti Top RE I IA :OZC 1 N G SHALL bF_ HELD SlEcURSLY IN Ros)TjoN WIT#+ STAVADAP-C) DURING. PLACING OF COWC12FETS SPLICES IN lZEIt4FOIZC_IN 67 , WHERE Pr-MM)TTEI) 5kALL 15E PrS 1--OLLOW,5 11 �WELIDSD WliZE ME_SI,+ = G :_rEMlpEMptTuRe eCOLUFIN \/F_RTic_AL (A25 30 5 pk I?- ®IA FTG. [DOWELS ABO 5A2 c>iA + 2)if ALL o7tisp-_c, e>AfZ D%A SPLICE5 IN 'TOP Rr_jV4r-Or_C.ING 5 14 A LL f3F_ MAr>F- Ar-r Mio- 5PAN) SPLICE IN 230TTOM &A-R.5, 54ALL The HADE OVF-P- '5VPPDfZ.T �-)LA6 rZF_INv=or,_CINCv 54OWN T fA U,5 t?,OTTOtA fbA%:LS T = TOP 5A251 DESIGN ECG V=9 rl AN F-D A. GrIL I 1-' 14 0 U L 0 O'T H S (2, CON DITION 5 OQ HATE Rliql_5 GE eWC00NTEfZED 0-T"r:-_ E1,A61NIES9, SHALL 6E NOTIFIED 12>E.F09_F_ PROCEREOING W/THE WOrZK OF r-T6_S 15 t Or- COLS. WkLLS, 0, N. ELEVATIoN TOP of FT65. TO GE "IN, GE LOW -70P Or- SX I -S'T I N G r, R A 0 s ) U. 0. N C-OKI(-rZETE IN FOOTINGS -TO HAVE __3o 00 PST- IN 2 S 0 A'� S. k t- v r- e e A rZ WT I u N Ire `SOIL PRE PAtZATtON 514ALL. r!;,F_ P-e-C"?ffV7r# t ^k 114 P E: N 1 F_?4611NSC�fZIN4 -reL-,T(H4, CO"Pla­ /'I r4.-I; v prr 6Ft Tr r -�HALL M6Y f-U5M(T OF'Tic)tJAL Y5_Tk­_ T':> f SLAB .,ON FILL -SLAB, ON FILL TO BE 4!' CONC. REINr_otZcF0 ON WSLL COMPACTSD FILL) WIT14 IZSoo PST.. CcNCRSTF_ -FILL MATERIAL TO 13F- C-LEA14 'SAND + ROCK , AND 5"Al-L. BE COMPACTED TO 9S �0 OF VJAYIHUM DeN.51TY JK LIFTS NOT S-ACF-F-DINCC, M" DEPTH, - POUR SLABS ON C9ECVER_I&0AfZV PATTFIZV4 ) NO PANEL 1EXCeFEWNG BOr-T, or- L?_i46.TVA , OF, -150 r-T' A­QSA I 02. USE CONTROL JOINT (C.J IF SHOWN IN PLAN 4- - FILSVATiON TOP OF CONC' SLAP-, TO &e ,ZS - WALL5) COL52 %5SAt-A5, PE14E72ATlt46 SLAB Of4 FILL, SMALL be 150LATr-p %% By PIZEMOUDED JOINT FILLER Ilz T"Icy- ) U-0. W. ZG SLA(?, SHALL f6F- POURED OVEM I LAYER Or- PLASTIC_ ME 0 GIZA K F- G HtL VISQUESt4 OIZ SIMILAR �t 0004"g, SLAG SMALL 6M C-ORGO CON71NUOUSLt Foil. S DA"fs" iii 6011 CONCRETE . . . . . . . . . . . 26-ALL CONCRE-TE WORK SHALL be IN ACe-OR-DAINCE WITH PtIC-T-SOI-Gr- SPECS. 'L c� - NO SLUMP OVEV- 5" SHALL BE PlEgHl-TTED FOR ANY '5TRUC70RAL CONCRIETE 30- "P,4100m SIZE OF CONCRETE 466 RF_6ATF_ - 1411 3% - ALL SLA$S (ON FILL OQ 5TRVICTUPAL) SHALL BE cur?ao 1:Ot2L 7 DAYS 32- - NO WATER $14ALL BE ADDS® 70 CONCRETE AT J68 .SITE.. 33 - NO CONCRETE 13ATC-VA 5"ALL i3E DEPOSIT IN Foams AFTER THE MIY.11`44' TIME. is OVER ctO " IN, UTES. REmovAL OF FORMWORK. G%AAI_L (3E, IN Rex-ORDANCe WIT14 Y4c= B47-GS II Rp r - -7 4 GO PRACTICE FOR coNe_eeTS FORM - CHAPTERS '2, 2-9 z z 0 W z ,0 0 z V) w V) W 0,0 i I D LL­ 0 W. LL 10 CL W 0-0-D, 7 R U 5 5 FE S NOT 6SED T R u 55 F-5 514-A.-L L bF_ DE 51 6 N F- 0 K LIVE LOAD = 30 P S-F-f-KtA 0 F OR WIND LOADING PVS RFIFE?, 'To ARCkA- ROOF pL A/C UNITS L 01C Ia 4r, ALL WOOD TRIJISSES SHALL AT BOT14 ENDS WITH GALV. WIND STRAP ANCHORS 4 PR-O\)%OF- G A .5 �al!4_ PINE N I- No 0 PST. 6R 5IHkLA2 WOOD 514ALL 6C- SOUTH!! -rSQ K A01)ITIONAL DET AvL s� SEE I- 35 FoSECTIONS 4 r- L E V A%T 10 14 51 AkLL WOOD IN -4-0-UTACT W/mAsomj2y 0r;L COkcizerE. SHALL. St-PRESsuRe TREATED 0 MAN0F_ALT-M_Zetz TO SUBMIT SHOP OV\16S.) 114CLIJOINC-) CohNF_(_-ri0t4 VETk I L S APPROVAL. w uju)Cj w V/ w PHASE-2 C) < WELD PATTERN SHALL_ 6E I1R7E1ZME.DIATE WELDING C-) FovR STANDARD WA. >HER WELDS PeZ .SHEET AT 1NTE121Orz- SUPPORTS 6) PericlL 20 D ON EAR 71KPE WASNE25 AT EXTE210 2 SUFVOR.TS------> IKSULpEQK � ZONOLITF- LT. WT. Ii1 + 'Z12I IN5U LATING C0N E CRET j i - 2(DGR•C,ALVANiZEO tAET/AL OE L.K. (\TYP. U•0-N) I Top CHORD OF i , STEE L J 01 sT D ET Al L -A 4 L•T�P.•1 CONT. L 22x 21x'-3I61 WELD METAL DECK .lo►ST L. i all f3LDGK. _- 6fz.iDGING ANC{>:+>2 r�E- C7 W/ 3e ,1 ExP. 661-T6 WALL •�► SEE SECTION A-4 •F0 2 I-4. r�OeIT+oNr�L ?MOTES V n _- METAL Deck WIFLpED TO L - - - --------- t W-1 --t� ? •, JIL i" E.J. 5RIDGIN G Aryc"09- QEAP1 02 T. B. W/ 36"+ ExP. &oL-T. S F C-T J J-4 IN5ULPEfZPt � ZONOL►TE IN5UL-ATIt*A6 GONG. ON `4(P-6A. 6ALV^HIZ.ECO STEEL coaP-u6ATE0 DECK WELDED To .10I.ST5 -, �4 FIELD WELD )015-r To STEEL !lNGLE NI) AIL ®-4- all 13LOCK BEARING W#,Li' - CONNECT 50TTOM CHoRoS TO IL ? x2iq x31 I C Y , AFTER T H E j _OarDECIG 15 IN PLACE L 22 x,Zl x3wIt W/2_Ii� t=xP. e4Lr;, S E CT 1 ON 3 6-4- In ,,• it CO NZ'. L'Z4x �'A IE WELOED �^ TO 3 o 1ST L4I x31x, �) S1:E sEcT i o N A-4 STEEL.3015T5- - Fog AD0IT%0HAL. T•B 'NOTE 5 V ETA I LS BRIDGING ANCNoE. -11 ELOCK k5e64- WALL- 5 E. CT t 0 N- -- F- 4- I L 112.E x11,70x1Q 1 New ) WEI-of0 TYPICAL LOAD DE.TA\IL SEC-TlOi4 K-4- CONCRETE E5EAM SCHEDULE MARK S1'ZE REIVAFORCINC, REMAIRKS WIDTH 06PTH BOTT• -f0P 7UrkL EACR END Ra-I 2� 12. 24S 2*5 2- 3e5l E _2 f3 �2 0 2 '�•� s° 2 2 - `" EE •CONY. .caNT A00 I G Frf>Al ToP :Ial. . •CaNT. �. f3- 12 2 Se 2 S• Z, ! S e GI #2a3o1/G. -r & - 2 Q> I % 2 S 0��2 2 e 3GI, a/ Vc • COMT. 2 e S"0/4 E.E over? Fns_I ^I . NOTES 1- BOTTOM RE6ARS SHALL EXTEND Gt MIN. INTO ANy COL.. U.O.IJ• 2- TOP REGA9.5 S11RLL EXTEND 14. SPAr, INTO ADJACENT BEAMS 4 HOOK AT END eEA1t1S 3- ToP A 6oTTotA 5AR.5 TO &E C-ONTI N UOUS ONL`( IF " 50 CALLSO IN SEAM Sc-HOULE- 8y A MOTE OR A NE Avy QOT = • TOP 0AR5 SPLICED AT tiloot.E TKIRt7 OF T"E SPAN B07T01.1 6ArZ5 SPLICV-D OVer- COLS, SPLICE Tzef( P.RS s 30 BAR 01A. 4.- DROP 130TTOM of TIt----6EAYt 02 BEAM TO ToP OF 000P- oQ WINDOW t-AFAD 4 A9D 2-*5 BOTTOM (,ARS . EXTEND I)ROP 4 ReSAR)$ a" EAcN SIDE of OPE N I""' S- CANSE9, 'bt't. Fo r2M S 14 PEW- t O F-T- OF SPAR G- NO SLEEVE 02 PIPE (1}oR1Z, op- V ERT. ) ALLOWED IN ANC( beAM 'I U-0 •N- 1/ 11 n wa T ► �'- w- 211Y.3 I to } vI sTs C31Z ID G I Nta-- ---- S E C T I O N C— 4- SPLICE LINE - �I i 1� 3g j� STIFFNER.S -le A G cow- COL i -l_ 3 T. ccc 01 A►I .on JOIST 44� - L 4u x 31>< 1¢ x 01-8 '�' 31G 3" fAcM SIDE _.._ 2 HOLES Fn2 l0 N -- 'L-1n � ANCHOQS WELOE(0 To L 112 5" it'2 02 T.16. STEEL .JOIST IaLAN 2 10 x 3 g" x 1'- [�-3 �► ;4I6H ST1ZENG-rH BOLTS SECTION 6-4-_- 2 5 Co NT , DROP SLAG To Z S Coa`F'F.. ADDITIONAL - Top of Doot2 TO &fl(LS SNowYA--.IN PLAN OR WINDOW ___ %�i✓I` FLOCK BEARING s. }ir--40 • ADD 2►14 �� ' wAl L �� AT (b o T'Co I�l I SE N L-S�ECTIiO` -4 �O 4 NOT U S>E0 C.O L U M N SCHE 1)0 UE VERT tCAL MARK 51ZE TIES RE MA'R KS REt3ARS A 81 >< 12. 4 S 2 e g►t 8 $ xS 2e 1Z� �� A1STibll_ DWG. 5-•) Ci p ': e Fw D C". "r-�c 1 5..., f� W G� 5 - 4 D E x I'L KB S �1 v s �. D r- A 11— Dwf, s-4 --- U 12x 2-4- 4- ¢�s�� awC. S�f n�T�IL DWG 5 4 I H 5' 5�2N ax12x1� _. I- CONCRETE STREN6TN 3000 PST- Z- LAP ALL dERTI CAL REIN F. : 10 6A2 OtA . (U.O, N) 3- OFF -SET A a 8AR5 AND LAR&SR AT COL. SPLICE. 4- 40011, COL. VSRT. bRR5 AT LAST FLOOR OR 6EAM ALL CONCRETE TIE- COLS- SHALL L'>G POO2E0 114 D i2EcT CONTACT WITI-► 13LOCIc oizA2iN G WALL_ �- 5TCEL PIPE (oR Tvt3C) COL. SHALL CONF012M WITH AST11 c-,p-A0r-- B' WELDED * SEANLE5S C F,�= 3(0000 pS=),FILLEO WITH COHCP-ETE 4 VENTs Toe 4 80T70Nt '�- GOLuoiy TIE 5 ltU, O. N, TtE, COLS. M) = 4 2 TIES (tIZ" % (U. 0. N) STRUCTURAL COLS = # 3 TIE. S C # 10 BAr.ZS o(Z SMALLER) i #} 4 TIES (All EAR5 8- FOoTINC, POViELS SAfAE. SIZE AND NU"dXr OP G0LV IA ABOVE LAP = 3o f3A2 Div,-) -+- all I AL DE TAIL COL, -.l~ BETA E L D -4- 11 14 8,/s 2,A 4- ! a ry T -14 H I to L. A- x 3 x 14 W/ 2A4 ANCvia RS OF 3011,75 n u Cows. 6cAM OR TIE t3EAM n r I I 3/1, 3 + 1 -57E E L JOIST WELD METAL DECK. To PLAv CONT. L 2iZK'L�c�ib W✓`12� BOLTS C 2-0 r( STEEL J 0 1 STSIL { 3E 1321o6INc-, At`IcNn� _ __ , fu gL,; f!_ g2C 1NAL� - I., i - CT 1 0 N- 4- �/ 1 �� LONTIrIu,?� WF�v , ANGLE To' 3 8 t o ALL AF2 QND CONTII�EVOuS I SEE Sr-eTtIN 4- ' C5,1Ti WC-LD , 2-3Q WIFJ - IT A1'4(40P- I;OLTS OWC�•S-4 FttL C1 a"t4S,®rye IN \. 21 r CFt`{ �1n � 0('� ri �. r,: T I N CoLfl C. 78 IV S,Ix 8" COW, c Al- W/ 24 4 Coe4T i EXTEND WAt VER.T. GARS INTo e GONG. GAP FILL BLOCK CELLS WITH CONCRETE __.____ CONT. LI4x 1',,x j N�• S . FIELD WELD JOIST Ta St ANGLE � WELOED TO TfzvSS I � i NETAL a u t` I Diem , l� ¢ 6EAQING 'N r TIE i z2vs; an TEFL JoIsT -- II (2 6-0 % = T, "` CONNECT DoTTOM CHORDS --� To L 2' x 2,2 x 3'C �_• '4r / -- I -- - _ — — __ DE tA►L ¢ P cam" SLocl< OE.ARi>,4C-, AFTtQ fZooF DECK IS IN PLACE ; a i2 Z WALL 2-S� TK00 (30LTS 8 •-- C 21 L ti f 2 n3,b t W1 2-IZ' AB. Fail e.ELI= Wj GONG.) s� 5ECT►ON R-4 I=00TIN G SCHEDULE MARK SIZE REIN FORCIN G ._ _ REMkRKS t,Ix f o4 2-� s - G F- 2 0 2 0 K 1 0 •, _ S Go r./T• oviDeoL ANY cal afL re- # 3 e `}$4° Ar v 3 4 cro s5, GF- 24- Zq. x IZ, 3 S c-pr4T, c;.r s. pie" ` UNOr2 AN't COL. or-T.C. 2� o sa -4'-o 4• E�Qt w I 2- 6 S 6I 21- 6 x 'Z'- G x 14'` - 3 #1 - F 4 a) 0 S 3� 0 x .5 o Kloll 4. E YJ x_ 10t1 S+4 4- E,A/ tJ OT E5 4 I 1 - SIZE_ OF: CORTIN UOUS WALL FTC FIRST DInENsiOH = WIDTH SECOND 1+ = DE PT14 2- SIZE OF COLUMM FTG . W►DTN, LEN GTN o DEIPTN -3- cotrciZr<TE 5T12ENGTN IN FTC-, 3ooa PsL IN 2a OA\4S a 4-- P,LLOWAGLE SOIL (3ERRING PR>= ssu2E . 2SO ,) P S,F- I S- t of FTG - IS 01= COLS.) OE OF LOcK- CSRG. WALL 6- Co+4TINuou5 WALL FTG. 2EGARS 514ALL EX'TE► C) TMnV COLUMt4 FT65• t It II `v L22x o IU � � � 0 w I rl' f- VJ I S• L i U - � I O Q Z SEE PGAr+- v — - — Ff�Ar•,NG T►hS CHECK WITH MANUtAc--TORE(2 FGR;oimft4SroNS r4l. GU2� DETAILS - I 5 4 C L 1 f> L. -- L %,, 2}2 x 3xar1 - STEEL louT C0145T. JT WF ) tip w ° O II SEE PLAN) JL Z-34 �' P. , I L;� s v xl-(o -{ L4x3+c3z 3� w CONCRETE CO LO M K -- DETA I ! OF 900F O PEN N Ca L I2 CTION -4-- % w IL - U)� Q PHASE- y qw-WR /MNEIR .ww w z o W z w w (9y) z 0 it D W 0 z W to, 0 U) w PVA 0 U of 0P ��W � � w� w w z I U) 0W z -J C�tJ DWs. _ W U) 13 VTR. !z 0 W10 it 0 I cn 0 I �zW Q Q o° I z c� z Q w -6 ;/ VTR ow 41(9 FU) 5F=E OWLS.. NjT. NURSES S-17AMON A 5EE DWG. P- FOR JfA 77�! 5 w 7777�7� x !g Kim= N T.S. m J 77 B 7 TE I ek PAN A H SUI I FU) '3F - ................ BATH SUITE 2 (1:3 F %P" '-w MP, SEE - H 'T " , - ,,a- FOR -ON -T- PHASE -2 0 0 L w j L Iw w 1w d. 0-W U) — zj wo w U) z 0 W< 0 o o t-z w T 0I '� i 0 zo z 0 lw 5LOPED 9 1/87FT OTHfZRVVII,Sff ljo-r MP Ik. Alom 41 4�'rr FC)R C_C)NIT. SEE AL-GOVE IDIA,(MRAMS SAN17-ARY ­RLSER N.T. S. 1/2 FOR C-OWT. 5FE "M IDIAC59AM :-ZnHT. f=I T- 7 COLD AND HOT WA 7m FOR coKiT . 5E) I le -T. Sul-rF SHT 2!kg -r i E-: To musti Nic, SAK31-rARY L-Q%J V)=op C-110W-r er=E e:, A:t SLATIE 14 -T D F- s 1 C4 " A-T E-5 -T FOR COWT. SE ALCOVE I DIAGR"'s,M-15Z �' �4T- P-, , &-j TYPICAL PA:7T1E1,, �FOR-"CONJ-7: SEE lomm, BAIII SUITE 1 4- PANTRY - D1 I klC-4plAlm5 !ZHT.p-3AWM 2. mr1w," 0 0 0 0; i LL T W -i LL w D w [� w z U) Uw z j w (9 w U) z 10 w M D it oi U) 0 �- ir Z W 00, z q)we C) N- �,t IN/ NX )yx Awl" //W p -1 4, V1, Co 41 AX NX Z < rj CS) )VI C) 'ell .10 100 90 To <Act CA V, 4) qD 71� "N L C; 11 `� 4, <).yam > At N > C 4, C I � // \ N 0 T St 4D 4-/ -W\RCE- SAT H roVALL aE c-:7\\!T 1 I LU M t E N M CPS 70CE-LL r-012 Nia��T 7� ON v FITTING kN EA.C-H rCj,1-4CU1,T 7ZO'�V40-4c) / -, X1 14 R 0 S y /N N N� J Cl N A\ C�w HO To t�:� W T*5 ✓ T'�) Z N 0 F F C ► 0C oe N AID CN s- I/ X, C, , I I . . 1, "1 / , : Xy C, N V4 ♦ /T- WORK 01 L 30114T \A 115T I NC1 F--XPAN,3tON J01WT 64 X1 I NCi Q r4 X T 4) TZA < �-i S 'Em PLkDll(f=-s Qt N I RIC, G, 5. N G L AV AO I:UTURE ;:tXTUZS W1Tq Y k'"t N t EXIT 6-'AWT1w6 'Pi4oT0c.ZLL S14. To 5r-- 7-WOVSU ;kXTjRE '70 ZZmAIN L-IGH-rING FLOOR RL-AN KEY RL-AN N RHASE-2 0 0 p w .0 IL W W LL w w z U) w Z w W- 0(j) z 0LC W5; 0 Ir 01 U) [- fr Z W < 00 z 0 w U o DJ JLL w 0 t f\ V J 0 WW 10 W ­U M= me ,mitt COO�-ll INC, Wi�D FL4, 4 FLA, (17A8 W4TTt \N. R �z "T -7-7 Nx�gn' R RRM jo& Al g 03 'gi -W� 1 "T R; ;�iu ""a , W a iv G 5jO Egt� N'd T, 's"'M X A ---'i N Q "� 9 "'2'* M W§"'dg— LL W W U Rr", All PP� gn Ott vt JR� CL 4, aff$ ar lz r. i'l EMS 5R N! ...................... TF-ZW,--lj qil 0 :E < 0 z 0 N N LL w U) 0 CL �z I 10 V) Oij w W I LL, L C7 k N C,ti symboL M,(x3N7 R IV ill-\ lz lb vz C4TAL(--Ki NO, Ij (ST-� 'WMT i�L TZ C) 1: F p- �'�'L G AC i�'CJ'kz t <D4- cr_- N <�l FLUOZ CD N/ F40 CW TROFFEM W q!c-M?,--L4- zi,Z -PA Cr 4.0 4 o c-W 9")(48* X B7/14* r-LUOR, ;;t)(TL)V.P- Acm 5 00 24 1�- P& q u lzv:. W/ P2MMATIC- AcV-XLlC DIr-1 U5VZ j. W A-LL I 2 10 P 10 T VZ C-W 2Ei s A 34d 0 X -7 " EXT. i: X. - 1: 1 %A r D E \ i I N E 4.7 H P P SURF VqALL i 30 r-30TM/CWj -5 3G 'Z"y -7 b/A SYT W/A*--il'LK 1',) 4 i-c co 9 PiWVIDa do F 40 CW A8"X2�Y73/V*r=V W/N<Z'LIC DIFF. 9 0 pplovior. Q c-lizc LAVOLtslz '5w W/P cam -71 N07 \J'�5ED ao- aoA%9 p"ll" VIA-, v4poR -WAS! L 0 IZO 7 C.'/Z I F �4tCIWT UC-il4T. 000 lzr G5 I U t-�-j FLUOR, 2 40 7- ao cw 1IX4, P20'rc)N W/core k:4\L *y,:- To K 15 u R- F SLATER 17G c-Lcl -WAIL00 100A19 P0e4C%LA%t-4 LAMPW0LDG--TZ P14. ROUND zmll-c-vw' m r: VZCURY l 100 M pq k LRr% N IC.5- l34 SURF. v4po1Z 1438-AA.-IOG/D-X DROP PM0pMArkC LeS-5 CEtLINCI 110 TZWOR.. 1 2 6 T- 5 tT R C '3 4TZ mwz4o I -4— r-GT5 /C\NJ I r4<4t LF- r- ACra - K 0 M OW -;,r 10 V. C.10 XG LZ L TZ b, R- R T* u1smo WALL, S u tz F M&R<1-0 X W IZ i L 1/5 W /-\ LL SURF L ky-" e - LMr-r AZIZOW Dpvi- E m c cz - Vbf 1 -3- v? LJ Li Alr- r>A-CKACnr-- UNIT Ac- .6 u'c-1 00�'tDu' ELECTRICAL_ RISER [DIAGRAM p -lNC4N.N7DEc5c!;:-lKT LtCn"7�1,1Gu F\YTURE CF-*LtNCMZ0 CM) O"a M10"In' Ide, A 111 A WALL MTO� UG-1�4T�NC-j �=IYT- CMILING M70, LD.T FLUW�tSIC Li*-�wri Hcn 'YT7'- 4*lAwY% Ntil% Roay. CAWF) 4� LlCnIAT�NC-% r-%A'TLJtZE CONKFECTF-0 TO� CONKSCM-D 70 A c—m i r ICA L FIE i 42, I& sills A A t I -tSLUTME's Celhl.L 00mr-- L.TCA Pt\xT W ALL MT CalZEN LAMP. • I Z ro V. 3 P. I PJ4, OUPLP-X 7, PTACLrw- 118 MIMI& COMOUIT (St SL4P� (ZONCRALED lt4 WALL, r-1-95& ISO.W. 5p, IP%A. OuPLEX ZFEC, IZAFF: I I N CrZILM-Gi OrZ ji� .............. G., ANDICaNTEci NtUrr"L I.. l5P0MT5LANT5 IND. C'KT, OR BW. LS'5 coND, S LA T5 CONDUIT UNOZ�Z(:;��Z001,10 07 t-,l r�-00 rM 'TYPIC -TAC RECER F. S. -CORDIJIT ST15-OUT '4014- IRA --- ------- i;G F)DWEM O(Z Z�t'5'71ZILALJT�ON 19 ej "'a'.0"AFF -10 TOP OM MWNIMUM OF MILE, mac Saail�� 'A MaL '311 W73q won 11000 11 m-n-mmu-, M, --Ml m Wig-3 rww-A QO &M P, il r>O VOLT p10LAMtZSO OLJTLST N�— c E- T. TYPICAL.. PAT IENT ROOM v4' = 1,- 0" ® 0 LL W LL W W w z 0— zj w w U) 0 z w 0 0 u)0 zw 0 0 z o l-w w jo w I LL (b 0 I 2 5z 2 U 2 BiZ. PZIVATIG RM 2 6Q 2BQ 2@�R 2Ci1Z � o a o � U J 0� WW W W D W i1 Q: Z I �W Z .j W (� W �U) I Z W �J0 ® - �WO ZW Q Xoj z0 Z 0 N W 7 Y y a ♦ s ♦ COAT LOAD AMP,5 FED FROM. i L �► ' -� r + T O _ - C E, (5 c� T %c Azt''� 100 A. s� SE6 Y1 E= 3 , PANEL A NEUTRAL t 00 d . VOLTAGE. t20/20°cA v, MAiNs LL C-lca OtdLN( MOUNTING : FLOSV4 (AL,L. 20A., IP,,CIRCUITS EXCEPT AS 1 OT" . � QcA*TI ON TOP VA, VA V'.A. OUI CON - WIRE ►t MA I tPE `I SIT VA. VA. i VA_ 6Z/ TYP. PAT iEiiT RM� 1 � _ c T`!P PAT IE NT RM. 3wi2 ► Gd 4_ 2 s 4 8 7 Q d�►2 � 4 4 1 ` 6 4O 6 / I r 4 4Ir t C� t 1 , bd __.. Igo f dt2 12 824 -,r I ` 3A 12 '/ 2 3 2 4 e' 3 5- 7204 27 -28 SANITIZEtZ 3��° 3/d _ _ 72O d p-,; ,ti _- 2 30 4o/a,•2P 62r K _ 300© 1200 I 21t lc 3 t fE r .� i 32 Pora- LouNGE LT5 6112 y'z , -�t'v tZ y7 e m � QG �_ LT 5 w_ (ZECErTAcL IL7 ca(ZrZit)aV_ LTS 2kt►2 I(2 7G8 _, NT LOAD 4222G V,A,CONT LOAD° FEEDER J TW4J- CONNECTED LOAD, 42226 \//A, �. 117.3 t. Klpls).FED FRCO R/,,NC-_i. 0Pe2 I 42226a ' X 0.4 r- I r- 890 V, Aa A C) v, A , Z) ct� = 14 0� 24 Y, A.. ; 0t a I d 3 4 G V, A. i_ - _... __..__ _. I Ifr , i A. + u. 4 h of = t v ? o Y, , 3 <1�, - 1417 f , `/, A. �,. ccp � I � -1 ? 0 V, Aa, TY'PE -�.E, NL%0T a0LT-ON MAIN BUS i� 1 SERVICE E 3Q , 4W PANEL " �? � NEUTRAL' 2'2 5 4 . d VOLTAGE l? U j'Zv � "V' �° x `i, At S �'i(f_l , ONLY I ° ,,,>� + IMOUNTING,euR 74\�.l� ALL O A., I , OI `I -)IT X : T A O'I" 0� L CATIO Tc>R Act G CON- I I K : . 1 _ /_\( lb � V.A. V.A. V.A. DUIT II REMARKS f�i0. NO, REMARKS K ; ARE iDulT VA. V.A. Y.A. � 32 °/2 3 ii12 PRIV,'\TE Rn4M i __ 2 ; i OiZ LT5 2 b+` 1/2 57G 3 q`1_ SrOr`�,�,E ITS 2.i►2 I/2 98d gad `l2- 'tRtV, V. rC. ! 5 4 ; 0JTQoo _ 874 54o f/2 3++►2 3 REcE�T>1�L�5 � 9 � ��_ l0 2� tq if2 ��� 1 ;. 54 U 3 rzac. NuR,E15 ,T,\. I 1 -- --i l2 2 IQ i/2 5 U Q 112 12 412 ICE MIII Kr-- 13 14. c!.oc-K oUTLGT n b}2. l2 720 o00 I 4 2�cEPT�c.E�_ i �wf� t,, _ 4 000 r-o 1* 2P UiZE KER 17 18 PATIENT `��TN TyQ Zito t a ► i 9 � 8 I 1 �oU' tl2 3 +�12 3 kCCEP•f 4CLGS _ I9 I 20 1 SPt-CIAO 2c_CEPT, 2410 1200 1500 3 i?r.CEPr4CLES 22 -- _�.. 2_I 'tots-2P 13+zt"�Krr� 'li. t20U 1 500 112 2 412 EG E55 CONTROLS'1a5T, 23 2111 1 2 tr 12 180 720 ; _ 1/Z 2 tt 12 w,H, PuM_p � CONTEOL 25 # 2Go Ty EQUIPM,;NT� Roo _ t�2 It 10 50=00iZ 2K , 27 28 TV EQ0kpm hr __. 720 _ _ ISoo SP/-\Gt^ 29 1 30 5PACE 1500 315c►o ..__— 2 E ......._. — t 00 _ 33 34 ti 500 a 00 _ r.t a (� ! BUS: i 0 C3 A � _® Q I� VOLTAGE: t'.0/20 \/ MAINS AI LUC,5 OMB �" 0 COUNTING: �LLJeH (ALL O A, I P, CIRCUITS EXCEPT A NOTES � LOCATION TaP � i� ILW IL ol.lT CTA i CON - WIRE REMARKS i REMARKS WIRE A, W� W a .. �. 4. UIT 1 W V A. V.A. V! A; 1 7W. PATIt-NT RM 1 _ 2 IT*YP, P4TMNT ZM. 12 I/2 add 2 2 3 t 8 2 4 G � Z J . 7 W BGIli 13 l4 _ i lz- (9 (n P 24 117 I� F i .1._ _. Z :. I 390,41 . , t t 1.. ► k 12 f� I { i 2 0 - -1 �10 -710 I I 13 3 __. _ _ 15dO I(2 �t2 3 2Ce5PTA�LG'5 2 - ► m TM �'� .. _ _ ?2Q 4 RECEPTACLES � 29 _ .�___ 30 µ ,.� t; �; a -. � z , U _ I_ 12Uo ' 2 i f4 3 sPEc�/aL 26CERT, 3► W 32 �T-< y,rt, , � t<;5 ��� t 200 2 2o,n 2 P 13rt���l; 13 3 d c I _ I 1 IZ : 3 -: ;: w L rs 2 2 1 t 2 Q 0 0 Q I 5 0 2�I _ _ __04 , d _2 3 r��RPTAcIIs 3 5 �, i Z I ��a Ilz 2�012 AIA Di CT DAMPER 37 t i gvca sPAC 39 ¢a I o0 41 s IOC ' r T LOAL' 42564 �1 ONT LOAD: FEEDER �. # � - i'/Z"G .,. b�A � �r ry C&NNECTED LOAD 42564 V.A_ ( 1 ia. 2 1' MPS.) FED FRS"'+� ti DE;,Ai%�40 'L04II,0 + 42564 X o i f7o2G Y./� 47.3 Air 1 ' N N TYPE: C.E. �L <3OLT- ON MAIN JS- 22 a 4 z PAPNEL 4 A/C I VOLTAGE: 2o6 V NlAiNs MO NINNG; I=LUSH (ALL ..I .CIRCUITSEXCEPT° A )TEkC) LU��� P � o _� �..ATIDfV i0P _ I A A` ON- CKT I CK � r�� Y., A. aL A. V.A. Ii9Ut WIRE REMARKS I RE I,�?�`��, 1 ? ; — 1 NO. IT A 8 74 (� I28o ;' 12 I ktl0 'OA-2P 6ttEAKEZ 3 ._ __.._ d 2oA•2P F,L h E(L pia 1/2 874' 1 128a' 2 4 �-4- 7 1 r� 280 v 9 087 l28a 12 d�kl0 II I2 A4101Ill ..__. 874. 4180 i �I 14 � I _ I28o t _ I Z80. ; 2 17 - - 18 874 L 2 8 0 2 # 10 _._ I280&7d ' M_ 24 ° 7d I280l%2 � Mt© 27 _ 2 OA 2P • ; _- �_ . - 1 12� � '2 13Eo nM �atc 2 29 F � ��re.~�;� .��7dP�. o � (280 . 20 xi,•2R t3iL�/:aIgz 31 2 F-F 11• 3 ` �. `; r'2 " 1900 SP!�cE 33 - SPAc, t , _ I500 5PI1cE 35 I5 _0 4 "� : b o0 , 1 N014 CONT LOAD 4171� V,� CONT. LOAD FEEDER a 1 /o TH W - 2 c C01 ECTED LOAD' 417IG V,A. 115.9--AMPS � FED FROM; P'taNEi Di A. 13 cp = 13"t Z o V � � � 14 3 `' Co TYPE: c.E, NL�6 boa-oN AI US; 100 E VtrE" 3C �l V1, j 011 # LL VOLTAGE, t'�+�%',08V t PANEL � __ ' I AWN �',. V LINTING� SUV.F4.CE (ALA. 0A.,I ., I CUITS EXCEPT A NOTED) �.O A?1�3 ' 'Tc + � a E CKT CKi ry - t IDUIT 1 I REMAR .,� i "ELL V.A. V.A. V.A. f+ Jr NO, t�I�iT V.A. VA. ' V, A s 1 a 7 ? 1 j2 2 u I ca PST 6 ENT TO t LIST Lr5 I ! 32t.Nuc . 2 g Io pA1'iE1aT T0LSr LT,5 i 3 4 2 _ E tob4 ►(2 2 I2 NUV.15SIS c�,t1o�1LTS,ft 2 a I`2 � Suo��qTz RM, LTS ? :..�,..�..w._., # ,� �t:c G�� + � przt�°,�N 2 � i2 I/2 �2 0 �o4I BIZ 2u12NorEIZc '• t 9 --p io r2tc: ►I2 I 20' 7 ° 4_ �9l0 � �P,�,C� � I I �--'�°_.� `2 ..: C, I�i�•.: RNI r7 ;; t2' '/2 `%28 ` 14 1 �.cir 720 I _ �r 6 Co ( G 9 LL ---�--•---�---•-•- t I -- f._.. _,_._.. _..` .,fir. . -+-------_ l.L PHASE-2 N KEY PLAN NT.S. PHASE-2 i J-7 a •IL i 1 t • ri } o i x • � j W w o " w ® '., rr (�ElLlrJ T. 71 E BEAM 015T TIE BEAM, j. 1.57, BCYOND BF -AM jo 15-r, JOIST / I -BEAM R15E \CEILINIG CEILING CEILING 6X6 ER 6,0 CFM (p X (n ER PER 0 CFM CFM (DO r_FM ILET CORRIDOR I KlURSE5 TOILET COP, IDO -rCILE7 LOOR \PATIE KI`r ROOM FLOOP P,:T I E W� --T SE —ION SECT ION A%AC-4 I vSs- 7of 7" T fi 6411,2,� A ll�'� W, A "i R 4 v.9 W !,g T�. J AF, i�, 1,n �kog --- �rli,` 'N .;ids.- 5t ;0 A ': zc Al 4� L - Rt T!� AV'i. I Trt OWN A F-r, V" T� 'Q7 V, gg oi V_ _4T 11, ,4T Yl Zip, V W k, %'ro, NNegpg� R § re Al J. *C4 FILTFr ,, Now --Zpr ION: SECT off 41-T "12 C) v / I D N.T.S. L PHASE - 2 -IT A. L) 0 T 0 IL ir w j LL w D w 11 w z z W z w 2jo D 0 Ill)0 2 �_ If ZW 0I 1 0 z 0 !IS U LAT I "D hz,ki P—W-" 7774=77 21 W, N � wt N,. PAjn W IM m Ell INuO -V T ili P, WN MIn 13 U F 0 0 W• LL j LL lw D w z ow Zi wo W jr W -j o m o W C) �- T zw 1T ci z 0 PACKAGED UNIT SCHEDULE --!.II DESIG- FAN COIL COMPRESSOR ELEC. HEATER MANUFACTURER NATION C F M O/A EXT. SP HP VLTS/PH/Hz EDB EWB G S H G T H QTY SST SCT FLA.EAV/i$/Hz STEPS KW TKW V/PH/Hz a MODEL NO. AC- - 8 C,78 174,1980 c) o.- f_ Z5 w , Fo� HEATED, .................... CONDENSER UNIT SCHEDULE FANS CONDENSER CARRIER DESIGNATION EAA MODEL TYPE NO. HPEA. WPH/Hz ENT. AIR CAPACITY 4 FAN SCHEDULE TOTAL SP TIP ELECTRICAL ILG. DESIGNATION CFM IN SPEED RPM HP CHARACTERISTICS DRIVE MODEL WG. FPM W �/Hz NO Fs i 77 T::' 6,7 1/4 IIN Pow FILTER BANK SCHEDULE DIMENSION A.S.H.R.A.E, AVERAGE )ESIGNATION C. F X ATMOS. PRESUDE W X H X D DUST EFF. D vi. F - 2 5 20 yl? 0 e17 n_ �_- ELECTRICAL' DUCT HEATERS DESIGNATION NO. STE PS KW PER STEP TOTAL KW W$/Hz 2 Vu it, DESIGNATION C.F.M. COOLING OUT- HEATING ELECTRICAL CARRIER E R ROOM 0 A GTH FLA. DOOR TEMP KW F.L.A. CHARACTERISTICS MODEL NO. 7 110 -7 8.4. 2: AW�, Z09 B 3 13. '7. 9 (7, r Z A R, 1 '2,4 --- 3 18.1 S,30 N07E' Ut-417!5 70 Hk\l;= 0/A, 0 A M P p =_ -4 PosrrioN,OFIF :5Vqrrc_H A,7- "rHE: UNIT TO !;,:_E 5Y-PA,SbEO AT r-7AC-rop-� TO Pp-r=,JL-zw-r A uN)-r T=ROM UN 1-T V111-l-, APPANtGt_E0 F C R. F41tN _T 0 R. Li hA I N u o -E **o, GRAVITY VENT SCHEDULE SR THROAT 'SIGNATIONFUNCTIO C.F.M. IN AREA IN DESIGN SELECTION _WG. SQ. FT. 7 1"7AKE '7-7' .0( 1.23 EXITAIRIE RC)(-15 INTAKE -750 .06 "L EXITAIRE RCJ-15 RELIEF -t C3.85 Rc 254� 60 f3TLJH + 41000 zz 58.5 '5Q, IW - MiW. i2.F_,42Ul R-E-0, 0.3 xl4+= 12'2.4 5Q. IW, PRDVIDED , ­1 1 ­­ - - I Ism L,,, V E LOUVEP_ AA.1D, :Q < o -i IL xW w * 0 w D w z U) W Z W U) z 0 W< a2 D10 o I V) z w < ZU 0I 0 w WI wn'T w I.— I<LL ol j� \ IML $EE TYPICAL PA,—r F I F— KNI T 00" L-AAlX()t ez 0 -1 LL W W tL 7� w PIPED f7)" 'I",i Z, t,Wl, A Ji z U) OW z W z ll/ + 1 4 s e'r, -7- o!z0z j w o 0,110 - Z W 10, V.1,V3 0 /4 z �. I V4 FF-C-1- N4. SEE TYPICAL R M-T L AYOUI r. n-R- • t3EE TYPICALOiJNt ---�SEE TYPICAL_ -r- I\�LAYOUT poll I N07ES: �H I G 13. TO Y Z—�ALL Y A Wit; �J _ STATE OF y TAL AT i o Q F,0 ,A LocA io�-! 14 E,4 R E' AIU AS ',DRAW I U, 5. 3. FEC-1: 5 m E P, FIGURE Klo. 17114 TRIMLE5':-:- FIB' EXTIK1CjUI5HER CABQE-r W/ 4, i:-' I C FIGURE Q 0. 3 0 10 10 L e. FIQE Ex*rIKJGUISI-AEP-. Ec r, .aH.Z)VVG.P FOR, IN15TALLAT)ONJ DETAIL OF il`� BLOCK PARTITIOQ5. Wil - LL V) 0 O