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Home My WebLink AboutMotel 6 54320Jr <t BUILDING PLAN CHECK M ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 ll # ' JURISDICTION: St. Lucie County PLAN NUMBER Ii6098 PROJECT NAME: MOTEL 11611 BUILDING DEPT. N090-3156 CONTRACTOR: Tony Crawford construction PHONE NUMBER 214-553-0044 ARCHITECT: Craycroft Architects PHONE NUMBER 214-522-6060 TX OWNER: Motel 6 DATE RECEIVED 1-2-91 '. LOCATION: — 1-2-91 Peters Rd. -- BUILDING SIZE: --31,613 _-Q buildings NUMBER OF STORIES? OCCUPANCY TYPE: Resid n ia1 BUILDING HEIGHT CONSTRUCTION TYPE: SBCCI. VL NFPA. FIRE PROTECTION: Automatic Sprinkler Yes X No Occupancy Hazard N.F.P.A. #13 Light Hazard i_ Requirements: 1. Provide a UL design number for the floor ceiling assemblies between the first and second floors. 2. Partitions separating guest rooms shall be 5/8" Type X or C fire code drywall. See Note #3 Page S1.6 3. NFPA 101, 6-2.3.4.2 Penetration by metal or PVC (plastic) piping through rated concrete floor or wall assemblies shall be installed using an approved ifre safety material and devices. Diameter of penetrating holes shall be in accordance with Underwriter's Labor- atories system design number or other approved manufacturer's requirements for the pipe diameter. Submit the UL design number or manufacturer's specifications to this office. 4. Provide a minimum of a 4A-20BC rated fire extinguisher for the Laundry Room. Provide a 2A-10BC rated fire extinguisher for each extinguisher cabinet provided. 5. Wall mounted smoke detectors shall be mounted between 4" and 12" from the ceiling. 6. Replace the heat detectors with smoke detectors which are located in the Lobby, Vending, and Office areas. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS RF,VIEWED BY:`'' DATE+jam .. S1GNA UHE q i N0f/ chop . —� Of _ BUILDING PLAN CHECK, MOTEL 6 #6098 CONTINUED: 7. The letter from the architect designating who the architect's not been received by this office. engineer of record is has ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Address Date L)P(' , � �% , /? qi� Permit # gQ - 31.5G Road Benefit and Collection Zone 1/_ / e 1Q//7/Qi^)d The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 LAND USE TYPE # UNITS �oCy # SQ FT (1000) # PARKING SPACES # STUDENTS IMPACT FEE CALCULATIONS FEE PER TOTAL UNIT IMPACT FEE sssL' 6,4 6ao.60 /gyp (X) S6sQ = $ t/,O61 A, 106 W/ VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED V PR# ID NOT REQUIRI REQUIRED FEES y BP VALUE $ PLANS EXAMINING FEE Aa5a $_ Q250 - RADON FEE: ROAD IMPACT FEE $ 6 ROAD IMPACT DISTRICT (IL� v ROAD IMPACT ZONE__ ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $ DATE PAID:_ SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: ALTERNATIVE DEV. FEE $ NIA DATE PAID: ALT. DEV. FEE ZONE: GAS AIR CONDITIONING ELECTRIC PLUMBING ICREEN ENCL/FENCE SUB PERMITS REQUIRED ilow ZONING CHECKS LOT COVERAGE CHK# NO: `-- NOT REQUIRED 4'_EASEMENT CHK# -P SPLITS CHECK LIST PRl 90-3156 Project Name: Architect: Contractor: MOTEL 6 - FT. PIERCE - 2 STORY (3 BUILDING) MOTEL CRAYCROFT ARCHITECTS Ph:(214) 522-6060 (DALLAS) TONY CRAWFORD CONSTRUCTION Ph:(214) 553-0044 (DALLAS) Owner: MOTEL 6 OPERATING LP Ph: (214) 702-6832 (DALLAS) Address: PETERS RD. FT. PIERCE, FL Occupancy Classification: Type of Construction: ..c Height and Area: 6e4J Occupancy Requirements per Chapter IV: f !A r ��i' 3 '� o® OA-pr . toor- Construction Requirements: A. Fire Protection:f®p��gy —f B. Egress Requirements: �® Other Requirements: Ii rl�s'�" W"44040114hAYS �"�a' `1&JAJ 1"rAa1, .4 Aril � .r,►etiaerS �+1�-• 6�. Elevators pa41r64+e /'►t"%'-. .S Sprinklers 6 Standpipes 1✓°" Ccabustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plana sent to Fire Dept. - Date: Approved: Plot Plan Check Water Energy Code Sever Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit J MOTEL FT. PIERCE FLORIDA #1207 u Accepted As doted See Attached Sheet �,rurrRnrn+.,urJ+nrv/t�urrvfl+rFttJ�rr�F�t.rytFrtr+rfyrlYt�rf+tlrP7`PP.Ip, ST. LUCIE COUNTY —FT. PIERCE FIRE PREVENTIOM BUREAU REVIEWED BY JOHN-HAY EN FOR CODE COMPLIANC PR>N.:435.6655 DATES-,=- - SUBJECT TO: 1. ET V.?CI° CC -FT P!E'CE :1R PREVENTION CODE 2. i1.FP. !.lFE T;TY C0DE-1:01 3. STATE FIRE MARSHAL'S R & R Inferioi Finish Flame Spread Rating Exit Ways Class/.%..Minimum .Other Areas Crass 1.1.... Minimum IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MgY RE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. V OT R C E NOT TO BE OCCUPIED BEFORE FINAL APPROVAL BY BUILD—ING_QEPAR_._._._ Ti E T $ E ATTACKED WNDITIONS ST. LUCIE COUNTY BUILDING DIVISION F$EVI WEED FOR C M CE REVIEWED BY DATEIU 4 / CLANS AND PERMIT !9A4�uT BE, KEPT EPT ON J013 OR .,;,rui > c7C' tt9f4STF i3��y3 as i a,, GUEST ROOM NUMBER 10 h NUMBER OR TYPE OF BEDS IN ROOM OA WINDOW REFERENCE -SEE SCHEDULE SHEET A-11 O DOOR REFERENCE -SEE SCHEDULE SHEET A-11 A4, l *—ELEVATION N01INTERIOR EL. SHEET NO. 9— DETAIL REFERENCE am_a SHEET NO. j REVISION REFERENCE A/ 1 \ C AND NUMBER BINET DETAIL E=1 -C SCALE OF DETAIL SHT: WHEREDETAIL IS DRAWN IN DETAIL -------SHT. WHERE JETAIL IS REFERENCED [ P mi .� ... A.B CMU C.0 C.W ANCHOR BOLTS AIR CONDITIONER ASPHALT CONCRETE ADJACENT ALUMINUM ACCESS PANEL LAM. LAMINATED L.S. LINEN SHELF M.B. MACHINE BOLT M.C. MEDICINE CABINET 'A,D.0. MEDIUM DENSITY OVERLAY M.D.P. MAIN DISiRIBUTION PANE M.H. MANHOL M" ° M.T. METAL THRESH tea,., NOM. NCMINAITO SCALl__ CENTER LINE CHAIN LINK CONCRETE MASONRY UNIT O.C. CLEANOUT O.D. COLD WATER PNL #>*AD BOLT PAV i tSP�T P . L GI A ON CENTER (SPACING) OUTSIDE DIAMETER PANEL PAVEMENT PROPERTY LINE .- R RADIUS E.J. EXPANSION JOINT REF. REFRIGERATOR RWD. REDWOOD R.O. ROUGH OPENING F.A. FI,:= ALARM R.D. ROOF DRAIN t2HW5 tZoyNt� FIEAp WowREt� F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER S SWIIC.H CABINETS S.C. SOLID CORE F.F. FINISH FLOOR ELEVATIONS S.D. STORM DRAIN F.G. FINISH GRADE SHTG. SHEATHING a ELEVATIONS SIM. SIM:IL.4R F.H. FIRE HYDRANT S.S. SANITARY SEWER FLOW LINE S.O.V'S SHUT-OFF VALVES FURNISHED BY OWNER x F.O.S. FACE OF STUD F.W.C.O. FINISH WALL CLEAN OUT T THERMOSTAT T.C. TOP OF CURB (ELEVATION) T.C. TOP OF CONCRETE G GAS LINE (FUEL LINE) TEMP. TEMPERED G.B. GRAB BAR T.J. TOOLED JOINT .P.H. GALLONS PER HOUR T.P. TOP OF PAVEMENT ELEV. G.P.M. GALLONS PER MINUTE T.S.B. TOP SET BASE .WnB.a, GYPSUM WALLBOARD, GALVANIZE A ,` UNDERGROUND ELEC. LINE ,w 4UNLESS NOTED OTHERWISE H . D . HEAVY DUTY *v a¢ �r UP THROUGH ROOF H. HUSE BIBS" '-' , ,x'_ :w u1` HOLLOW CORE,•. HDR. HEADER' = ! VENT THROUGH ROOF ' HTR: HEATER .-VERT. GRAIN DOUGLAS FIR ami"H.W. HOT WATER ",IV' . Via. ., ,HOT WATER RETUR. _?x W WATER SUPPLY LINE WD. WOOD k - WATER HEATER WATER PROOF WATER SOFTENER WELDED WIRE MESH I K E v, m , DES IG DATA � AT. �. } �A nT �+ GOVERNING CODES 4'� i' get BUILDING CODES I�IB�?ANK7�.Rt= 6Ull.lolt�lC+t God k MECHANICAL CODE I Vb STAf40,AfFt% MEcHArIIGA�- ooGE " ~ PLUMBING CODE - l9ble; STANGARp PLLIM3iNGt 40tv-- ELECTRICAL CODE 1le71 N6L 70 ZONING GOVERNING ZONING ORDINANCE —�1• LU<-tt; oOunlT�( FLojLft3A BUILDING ZONE 1'I�FLO �C-^�aoLu�luN No• 9o'I°I�µ� L.SEISMIC E DISTRICT 5T. LUGirs Gout4-(Y FLo1;inA ZONETSEc'ftoN 3,Z,CotjoCUPANCY 4T. Lucia cOUN-r( zc�llNem o(LPn1A.t r GROUP R-RESIDENTIAL TOTAL GUES'iR00MSISO INCLUDING Co HANDICAP GUEST- 0 MS PLUS MANAGER'S APARTMENT -AND SERVIC ROOMS. AtIRIAIP fioS)B NGDESP TWO 'EToR--( V4 O FgAh11C-0 n?ve %/I ONE N4�lz �J(P-4GTtoh) W t EicTER..tolt L ON pA1�erL t�K- r7•�?AL. Laa'fHihl . QN ALL It IS LLB lNebito£ FAaE ®P ALL EXTC-PLIoPL V. ALL5 c luNG OF Lcp(L. I Two L-A-figp, or- y2itt TEE Ixr G`fi'• iv. N 6aEGoNb FLU (LING- Qoof� e=uALL $� GLAD tAi F115SFALA� gv; I SHINGIL+ ova1ZWvP =A6r41CATb I<I 'jTtUcE�_ SING CONFIGURATION CONTINUOUS ROOF BETWEEN WINGS, EXTERIOR CORRIDOR PERIMETER 'LOOP ACCESS TO ALL GUEST ROOMS PROVIDING TWO DIRECTIONS OF EXIT EGRESS. AxItY"g��Ll�tv'�t rear � �,�-�x � 2oc� fir. L _ L ATION ATTIC R-30FLOOR/CEILING R-19 ,EXT. WALL 'R-1 SLAB EDGE R-4.5 fPARTY WALL (2) R-11 , PLUMB. WALL (2) R-11 PARKING DATA PARKING SPACES REQUIRED: - 1� Spl+GES PARKING SPACES PROVIDED: 140 d5PAcEeo SIZE OF TYP. PARKING SPACE: IoIK 1&1 IJ/ 21 oVE'oRHANGq -SIZE OF HANDICAPPED PARKING SPACE:— w a l2'x l2o0' W/ 41 AI4vLa AISLE SPACE PROVIDED:' 2to' PROPERTY DATA FRONT YARD SETBACK F5-F-1 Af v SITE FLAN SIDE YARD SETBACK Pt=lz AP��v so SITE FLA*1 HEAR YARD SETBACK R APPRravep SITE 10tAt4 AREA REQUIRED ILIA AREA OF PROPERTY APPROX. AG94e= = 1453s1 �Q,P-r. FIRE PROTECTION MANUAL FIRE ALARM SYSTEM vl1Appl %1rs:p ):i12_E abf711, �L.Eg. S-(rorram LIGHTED EXIT SIGNS SHALL HAVE 3i4'X6' H:Gii GREEN LETTERS ON WHITE BACKGROUND FIRE EXTiN HERS SHALL BE 24-106C, DRY CHEMICAL IN COMGAHTMFNTS S W i MM I,N �01 4 y 20' I�` 5"112uGTUj�AL�ICh� TURE LWE P:,s oTA" 1a" 4TURE f:LooFt. .44o 2p coo K t tl tig(Y f' Y�o- F'Aio- Go12IZl W� 4f`� LG/ I Gl� PERATURE 8joFIA4E 125 2a 145 S'TA11Z too 20 Ito BODIES x aNG Ci I Y HALL: '( LUctE GoullT' At7MIKIiSTL'ATI,e lsak* AREA CODE`': )a FIT FlElp/c_ PLOi-ItzA.- 34�a2-5co52 401. " r, z 1 . PLANNING DEPT.: ST. u.1c16 M Zol 'N 4Co4 2300 V J24tN►A AV/Eh1UE F? PIECE F�LoRlta^ 3499?z- S&S)2 BUILDING DEPT.: �Jf LLJGIE couN AtaMfr�iSiPA-tt+rE SL `" ., . I o tJ A �NLIE 2 't 3 plErtaE ELoR IoA 34982- 5lo'�Z c±ttJ McpEt'Mo`Ti ENGINEERING DEPT.: ST LuctE �oUNT�( ApMiNt5TR4TI�tE �zi.ix�. 2' VI141NL , AVSNIUE 1,ZIJAFLa+RANN%C r? ft?_C-E I FLORdtVA 1�4b2-5co52 f*ciroga SEWER DEPT.: F,; Fler9ce- U-rL_l-rtEG ALITHOF-fly_ Sow SouTH ,49=L '::�fTte£T sox sIciI 4C04 - SCvc o r—r. PIED-cA *2A°t4$ 0AVIV YIELLBR.T, WATER DEPT.: FT.1'IER. a I_ITttsiTlEs AdTHor.ii-( loco xoLIT low 5-rp-ee-T � 3 Iq I 4 a4 - 5Gio_-_-) . PIE GE LOFLtcA Sq9412> Pawlt, M> LLEi-T FIRE DEPT.: h"r LLICIC- 40. FIlLe -BURAALI F o• 50"C' 3 - <,Pas6 FT,PI Et E FLo IPA 34 48 o N 4A' EN ELECTRIC CO.: FT r�II RGE LaTILITtISA; ALI'rHvFjT-( 2M co7viEE 31q I -_ r__r nej qSL & 5ALOW10 GAS CO.: �T,PIe TIL( ti4a Au7-HcgL17y 2cxo sauu-rh TP-EI. TIC I 44 - 5�oao F-(; P115F-Cl 0 atPA 3 11 ,:y I TELEPHONE CO.: O,ou-i`HeFe .. LL- Tr-.Lef'*IJE f; o. Se>( 'ISO - 260c ) 'FY 1.ALtt'E�p M �Loiz-tl<'A. 333Ip GoNIPj$j:-aiAi.. � �+°aTAt�,a,Tot� a�P r L .�, 2'i> <aPI'" Ho Ilo MPN 5C18$ UR ULTANTS STRUCTURAL ENGINEER: I, JAK SLIIZVtYOF2� cOHI:b ILTK4 EN4INEE9S IPZl opAr14E AV&NuE I11o4 W. AIIZ_RoFRT 1 �,UITa 222 1:T F115r-c i F-L o;joo. 340I;4- '$TAF P i -ra"s -1-14'l'i -rELE - (3oS) 44P4-1ICo21 ('EI.E - (Sc� 422 - I252 JAt-1t; 5 A, I -IFLsY 7= ':e)aO7 HAM SOILS ENGINEER: FrzA, EeF_ GI NEEiZ irlc� i Ti~aT1P 14 IIJC, t 35e4 INaLi�T�tAt � r� a,-1'�E'1� 2015 �.NcE�E PT f11 g E't FL4*Jtezz" Go GAfLRoLLTorI IT S '15ar1, 76LE : (407) 4ro1 • 1 5oa •TELi; 14) 4012. 31ga ALEjKAOOEF- H. S RASEf_ G oT M. :+uzi CIVIL ENGINEER ELEC-rRICAL ENGINEER: GctE~p PP=R-[r-_fz.Fr=t IiF4c-q , l 4LI16E � A 1ATae, Soy VlIt�GIrJIA AvSNLIE I6,uiT1: 15 2o15 c�48eaggs PLOILIM4, r%AgiZoL.L_Tor4 I ' �5ocrl -7ELF ISL1= = (-14) 41-Z- 31"ia J,p a ,HT�H - I�pENIrIG em-lcaT M. 'Gu10 ARCHITECT: LANDSCAPE ARCHITECT: -T'I E UP_?aAN t2E$oWRGE Gigcx.lp ING 41S1 f 1,4f-t�JTAI-- I 4r-�LiITF 1�:14o Ion A/l!r-h1LIL- t SUITE 5 i�AU-A� I AA' ''iCa v4 \/E2o 13rAGH l F'LoFUPA 3219c o T'F.L.E s (_214-� 522 - CP06(a T(1 LE % (401) 14 - f'F [c E V41 L-i..1A M WA,-00 I L L. r4 .AAh X"d?dYWINF •"tea. O SHEET DESCRIPTION 1. Z INIi>�X. �CZeiJ�G'[' tDATA CIVIL 2 3 ¢ 5 !a 1 S G1=oMi=Tic- SLTE E'i--� SITI: bATA GI�lIL bETailh GULL hETAILS-- GIV(L p�TAitS GIV) L bETAILeb CIVIL joETALS l�RAiptt4U p IN�I f lLAh _ Gl,l c1,2 G2.1 G2, s G2,3 G,Z,t}. CS, '5 C3..1 10 cs's a--r - �alTe IMPIZo,�EMCtNT� ,l -4,1 LITIL.t'rlEh FLAhi I2 G 5.1 vc- ETA-Tt oN 13 GCo.I el-rt= rSPEcl;:Ic,,,TioNS 14 C_6pl.c SWIMMING ?010L- PLA ry IIbETAIt� 15 r;; SWIMMING f'ooL "W,* OeTA(LS ARCHITECTURAL I & AI.1 F-IIZ5'r FLOOF- PLAN - V41Wq A W IN4 f 11 AI.2 5SCoNl:) FLoo(_ PLAN - WINCI A 4 WING lb 15 AI.3 t2caoP PLAN - WINGI A � WING e Iq A1,4 FIRST noOF, PLA44epFGoNb FLOo(C, FLAtJ - Wlriy G 20 AI rD F�OOP FL-AJ4 - I,,})NG c 21 A2.1 T`(P, JaA7 HRcoM PLANS ELEyA-noNS 2 AS41 M1*f4A4etZ'S oPr-ICE L1•/P4C, ENLA"Et2 IQLAN 2$ A3, 2 cc;UIl ITEtZ. Polz oPPIcE �-1 L 012,& f 24 A+, I LAuNt:)A FLSC•TiZIGAL. LINEN gwr-1 PLA.4cv t:vTAlLS 5 AS, I rxHEruLES 260 Aco.l IxaR. W 100ob.l tpETAILS A'1, I C-XTE1 oFc ELE�/ATto�S 2a EXTekjog'_ ELE\/ATIOH'�) 29 Ae.I T'i:'lca-` WALL. b AILS 3o A8.2,'MIhGELLANEOU� tTAILGi 31 A9, I TWO s'jo��' ExTEIZIor� S AIiZ yF{EET 32 Aff.2 TWO S769Z( INSET otrAliZ SHEET SS AIo-1 HA.NpgAJL 4 i,/llsa, i:; TAIL6 34 A10•2 GASEI�IURIG t�E'(AILS 3 Alo• 3 C091AtJ pETAtLS �,Ato.�- eNTiL'( PEATLiI� ^' OaEGT1�N� be-rAILS `STRUCTURAL! 3'I So•I -�iRucTLI�.L rJoTES � Fr�uNt�.TIoN t75TAl�-S 5I•I F-owWPA-rloN FLA:tJ - WIC A di WING 5 3q 61,2 eo CONb PLOOF- i:9AMIN4 FLAN - WINEa A 4 Wlt�A 6 51. S �roF- FFAMING FLAIJ - WINGS A Wild 1�, 1 51.+ FouNt� -rIoiJ PLAN - WlHr4 C, 42 51, 5 r IeCONV PLooR 9-00F: PFAMINy FLANS- W)NG c 43 b I, co $Q-,c.c lNGi PLAN - 52.I �TUro � 6LoGl�ihlr� La`(OLJT'' � $LEl/,A?lol-I5 45 53.1 st-c-°rIvNS I TYPICAL WALL FLEv*-rtoNS 44 24R1 SEcoNt� PLcaoR FiZAMtr1Ca f�ET;+rILs 4, 54 , 2 5 o L I' V �� tJla ;: �. FRAN IN r=rAlLS 4;b 55.1 900P bSr^ILG . 49 s6,2 Swr1KY I:E,o.Tu9L- 0E7AILs MECHANICALT PLUMBING MPO,1 No-7E:51 4 -(M60Lb I *Q. LIST exH0C+,6. 17 ItaN DATA 51 MPI.I r-IRh-r FLooR- iVLAJ - WING A tJING 5 MP1.1- r�coHp FLOo1Z MEcH44JIc-AL pLAW - Wl�ic A WINca P� 53 HFI-S F(R4'1 4,eCoNn FLOOR. Me4HANIC.AL pLArJS -Wll,g C, Mt'2.1 15NLARAEt) FLaog. PLANS t*-rAIL.s 55 MP3,1 eNLARAEP PLArJs Mp4.I LAUINPR'( I EL.EGTPItEAt_ I LtNLIJ 1*1. MEcW./FLuMN1 6 51 I M P5,1 plPING SiC Tloi.i� 58 MPS,, I IZI`oE12 (7lA "mov � MY�, I ptiTAlLS _ - FIRE PROTECTION 6o f+p, l P11Z-�T FLU 1-1ge- rRoTEcTloW J�ILAI-I- WINO A 41 WING 13 rol 1'p 2 6e4oNo %mr- FIRt= fKoTEGTtoW M ,°+l - WilJA A WING b 2 Fp, 3 A-mc- Pig -a rgerTeG1•IoH PLAN - WING A �-1 Wit.14 5 3 f-r. t EIkST coecotJp FLooR. FIP-E f' wrric- ioN PLAN - WlfJ. c. F p. 5 ATIc, F I RI~ PRorsc, T toN R-AtJ - �J I N4 G. ' ELECTRICAL! !�5 Eo•I NoT�S �YMI�LS LI �acHEt�uLE� (cloBo•2 1:LEGTWGAL �IT'f✓ I'L,aN 40-1 a1.1 FIIZST PLOOFz ELEcTiz.Ic^L. pLAH - WIH4 A WINGi 5 8 $t• S SEooNn t.od12 ELEe-Tk.IC-,AL., RAN WlN4 W INCH f3 eog I;I 3 P112r-.7T iI cvEc-oNi7 FLcoo- ELtrG-mieAt. i�.AN�-IWI�IGt G o E2.1 ENLAtz4tEta. ELEcT1zl�°�- R.WM PLAN 11 E3,) oF�Ici: MANA4ERts APARTMEh 12 E 4, I I•A U Nf prz`(I E LEc,`TF-!GAL , L N eN Rool�j 't3 E5.1 PANEL- �HEt�LILEs E�•'1- _ PANEL �xHEtaui-E5 -- EE.3 PANEL ScHEbuLavco -LANDSCAPING _ R L to 2 PLAN ;., 1vAPc NOTES /QL-T.aILS L 1, 4- 19V , A-rl... ^ O¢� THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE 550 DALLAS, TEXAS 75204 214/522-6060 DRAWN BY: a. t? CHECKED: b.,p MASTER NO: PAGE NO: 1 TNDEA AND PRUL;Eu DATA s, co "WWI j a 23.80, 37 5' 4 SIDE- ' 1 CURB 3 CURB 3 TYPICAL cz.1 WALK 37.5 cz.t I cz,1 v z Q I '.m STORAGE 3 � „ , ii. - CURB 2 - 3 CURB MIX STO C2•t CURB z Cf SIDE- 4 WALK c2a c2.r cz.t a 3 O ( WALK. -. 0 R35.00' i ^� /y d - CONCRETE WALK 18 Li.. SCORNER ® cz:z ' N cgs CORNER 15' 10 DECK. 9. O w _- RAILIN cz.3 5' 6' w~' 18' DECO 31 HC ?z 2 30' y. DRAIN C2.5It o J o a ViF 'DECK 9< HC - 8 z Y i a.3 3 AILING X Q ,� R WPNG _O a 3 P O 0�. -/C: o o Z I 5 W ��f, • QRAIN I� in W C 18 O LL ~ Wl N G X 42.5' % -11 . POOL 1 - ~ c22 ! w H0 z 3 SHOWER PI. z o 1 ( A o I 50.0' O FINISH FLOOR ci 12' 12' -J� n o U 9 DECK - J. U EL = 22.50' o. TYPICAL HC FINISH FLOOR C2.3 RAILING (TWO STORY) EL. = 22.50` • v PAVEMENT 1B00 ¢ TWO STORY SIDE- 4 0 DECK 9 GATE EDGE czs 3 i s w ! t25,6' ( ) WALK C2.1 GATE R41LWG cz.a cz.t WALK � ... z p VARIES - f DRINKING I SIDE- 4 ASPHALT 1 cc z 3 ASPHALT 1 2 5 FOUNTAIN MRIj WALK cz.1 PAVEMENT cz.1 t L PAVEMEN c2.1 n CONCRETE WALK 3> w '� 132.5' ... • :: CURB 2 o« F !. z ASPHALT 1A �� - v WALK c2.t w co � Q / O 4 M 0 p a n PAVEMENT Cgs f CURB 3 2 CURS((� a c) w c2a z.r WALK ' o 8 I w LAUNDRY w 18, 26' -20' 6' a u~ WING N V z i- o t 17 CHANNEL 1r1 V cz.t _ STORAGE 3 CURB � � O� a o 2 DRAIN n CHANNEL 17; 3- I p DRAIN C2: p< Q O B N 20 26' _ 18' 1 13' 3Q b L FINISH FLOOR- na LL _ 7 n GE , 3 a EL.. 22.50 4 a o IJAVEN N CURB 3 CURB 29T APARTMENT o (TWO STORY) HC HC 10• p O o .00' c21 CORNER cgs C O .n R3` a_ n X WAVE • CONCRETE WALK SITE LIGHTING TYPICAL - c132.5 ( P �p OFFICECURB m ORNEco _ S C NCRETE MAID CURB 2 cz2 10 CURBas 23.20' cz.T OSING SIDE- ALK c2.1Q o 12 w WALK 12 aDRAIN w !4TYPICAL vt"CURB URB 29 37.5' •®,CURB 6 cz.1 I !iEND cz:rORNER 2.5 CONCRETE WALK 3?.5' a�� Q CURB1CURB ,® 9 _ :O� CURB 2 O CORNER czs eta WALK DRAIN B 2 Icx , WALK cz.1 CURB I4 ASPHALT 1 N CWALK c21 C2.1 CURB o _ 09 �o PIPE GUARD 5 ® N DRAIN 2. PAVEMENT cz.1 ® N N _ W AV MENT 1:8. c2.3 -Q 4 TRANSFORMER h o III _ '. _:, EXPANSION JOINT 0 8 ED E e2s I CURB 29 CURB 4 29 z.3 PAD �m cz.I PIPE GUARD 5 O .FIRE 4 '�. cgs TYPICAL "'P CU.. cgs 29 `z GO NER CORNER ' W C2.3 zz 6 CURB cz.a :. TYPICAL c2.5 CORNER 3o / a? -END Fn ( I T3P + 10' CURB ®29 11 I CORNER czrs I YP ^ Q = a T CURB 3 9 bo ' CURB 3 W 1'0'. To = 1B PAVEMENT O _ c2a cz.t 3 OURS � ES -4 - 15. � 4 � c�p CURB 3 '- � 8 c2n 3 CURB o cgs EDGE q I I cz.1 cz.1 r.. wr o O 20.11b dl-lo ■ ■ O 33 � O a N r, z~ I' R35.O,0' ,n 50' TYP. ; . 1 WATFP MrTFR/-� RIFF I ANDRr.APIKIr 01 AN " '/t ILL LOCATION MAP 7 cA� FORT PIERCE z aZ Dz W - W ryIrZJ4� DRAWN BY: cAv ley ArP CHECKED: 9fr, ISSUE DATE: 6-1-go GEOMETRIC j SITE PLAN 34 cl . I GENERAL 'NOTES LANDSCAPING NOTES 1. PROJECT NAME: I Motel6 1. All site landscaping shall conform to Section 3.2.640 of the St. Lucie County zoning ordinance. 2. LOCATION: Peters Road & I-95 2. Landscaping requirements; 3. OWNER: Motel 61 LP a. Perimeter along Peters Road right-of-way excluding 4. ENGINEER: Culpepper & Terpening, Inc. driveways ( 200, length x 10, wide) F.�G}}. Box 1449 Fort Pierce, FL 34954-1449 Trees Required @ 1/30 if ... .. .... 7 FL P.E. Reg. 15823 Trees Provided.. .... .. ... .... 8 FL'P.E. Reg. 24276 b. Perimeter along 1-95 right-of-way excluding 5. SURVEYOR: Jam Ies A. Kirby driveways ( 291' length x 10' wide) 191,9 Orange Avenue' Ft. Pierce, FL 34950 Trees Required @'1/30 l,f ...10 Trees Provided... ..10 6. TYPE OF PROJECT: 120 Unit Motel 7. GROSS PROJECT SIZE: 3.34 Acres (145,351 SF) +/- b. Perimeter abutting property _line. excluding (Less Peters Rd. R/W) intervening buildings,', 840' length x 10' wide)' 8. BUILDING SIZE: 31,1,612 SF (Floor Area) Trees Required @ 1/50 lf....................17 Trees Provided........:.....................17 9 EXISTING GMPP LAND USE: COI+ c. Interior landscaping (1 sf/40 sf of vehicular use) 10. EXISTING ZONING: CG (Commercial General) Vehicular Use Area.. .55,555 SF 11. SITE COVERAGE: Square Percentage Landscaping Required ..................1,389 SF Acx ace Footage of site Trees Required (1 Tree/100 SF of Area) ...14 Trees Provided..... .. .19 Building (Envelope), 0.36 15,806 10.9$` Parking 1.28 55,555 38.2% 3. Ground cover will be sod and is to be placed in all open Miscl. 0.26 11,326 7.8% space areas. Total Impervious 1.90 82,687 56.9% 4. Irrigation will be provided to allow irrigation of Total Open Space 1.44 62`,664 43.1% proposed landscaping. Total Site Area 3.34 145,351 100.0% 5. Trees to beLiveOak, Laurel Oak, Crepe Myrtle, or 12. PARKING:' Cherry Laurel Required (Guest: 1.1 spokes/room) 132 spaces 6. Hedges to be Viburnum or Eugenia. Required (Resident: 2 spaces/unit) 2 spaces Total Provided 141 spaces Handicapped Spaces Required 6 spaces Handicapped Spaces Provided 6 spaces Loading Spaces Required 0 spaces Loading Spaces Provided 0 spaces- 13. DEVELOPMENT SCHEDULE: Construction to begins Upon receipt of permit Construction to be completed: 180 days LEGAL DESCRIPTION 14. UTILITY SERVICES BEING that part of the North 291.46 feet of the South 715.96 feet of the Northeast 1/4 of Section 24, Township 35 South, Water Service: For Pierce Utilities Authority Range 39 East, St. Lucie County, Florida, lying Westerly of the Sewage Treatment: Fort Pierce Utilities Authority West Limited Access right-of-way line of Interstate 95, LESS the West 25.00 feet' thereof for road right-of-way, and being more 15. SITE DRAINAGE: particularly bounded and described ;as follows; The stormwater management system will consist of on -site COMMENCE at the Southwest corner of said Northeast 1/4 of detention with outfall to Peters Road. Section 24 thence North 00 05 13 West, along the West line of said'Northeast 1/4 of Section 24 (Bearing Basis), a distance of 424.51 feet; thence South 89041137" East, along the South line 16. BUILDING HEIGHT; of the said North 291.46 feet of the South 715.96 feet of the All three (3) wings are two (2) stories (28'max.) Northeast 1/4 of Section 24, a distance ofo25.00 feet to the POINT OF BEGINNING; thence continue South 89 41 37' East, along 17. PROJECT SIGN: the said South line of the North 291.46 feet of the South 715.96 feet of the Northeast 1/4 of Section 24, a distance of 444.88 The Project sign shall be twelve feet (12)' wide and feet to the Westerly Right -of -Way line of Interstate -95 (State" fifteen feet (15), tall. (180 SF) with the bottom of the Road No. 9); thence North 20056108" East, along said Westerly sign at 35 above finished g rade: Right -of -Way line of Interstate 95, a distance of 231.76 feet; thence North 09035119" East, along said Westerly Right -of -Way 18. BUILDING SPACING FORMULA line of Interstate 95, a distance of 75.55„€eet; thence North 890; 41'37" West, along the North line of the said South 715.96 feet D = IPL + 2 (HA) of the Northeast 1/4 of Section 24, a distance of 540.71 feet to the East Right -of -Way line of Peters Road;' thence South 4 00005'13" East, along said East Right -of -Way line, parallel with and 25.00 feet East of, as measured at right angles, said West NORTH PROPERTY'LINEs line of the Northeast 1/4 of Section 24, a distance of 291.47 Required 73.38' 237.5 + 56 feet to the Point of Beginning. 4 Containing 3.3368 acres, more or less. Provided: 73.51' SOUTH PROPERTY LINE: Required: 73.38' _ 23i,5 + 56 4 Provided: 73.45' EAST PROPERTY LINE: Required: 55.41' = 1165.62 + 56 4 Provided: 127.78' i WEST PROPERTY LINE: Required: 50.13, = 14 + 5 4 Provided: 95.6' I I i REVISIONS v V V o n "C c Neq e � f 0" ` <C O Q¢c PAA DRAWN BY: CAo CHECKED: ISSUE DATE: I ,I fl cl P I { „; ie SITE DATA ACE OF BUILDING J l - 1 I / o tt � J 2" SAND BED EDGE OF SIDEWALK 5 8" -WHERE OCCURS 1 4 SIDEWALK C I. I I C2. 1 ) SCALE: 3/4"= 1 ' -0" 3 )VERT. CONC. CURB I C2 , 1 SCALE: 3/4"= i ' -0" TOOL RADIUS ALL EDGES /—FACE OF BUILDING TOOL RADIUS ALL EDGES VARIES (SEE PLAN) SLOPE 1/4"/1'-0" PAVING 1 y` ...................... 2" SAND MBED IjErjj - b" B' 2 CURB & WALK C 1,1 I C2. I SCALE: 3/4"= i ' -O U TYPE S-3 ASPHALTIC CONCRETE LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED iE STABILIZED m SUBGRAOE m iE COMPACTED 98% OF MAX. DENSITY AS PER A.A.S.H.T.O. T-I80 1 TYP. PAVING SECTION C 1. I 1 C2. !, j NOT TO SCALE GENERAL NOTES 1.) BATTER ALL CURB FACES AT 2:12 TYP. 2.) ALL EXPOSED SURFACES TO BE TROWELED 6 A LIGHT BROOM FINISH APPLIED IN DIRECTION OF SLOPE. EXPANSION JOINT (EVERY 60 FEET IN CURB) LIP OF 1 i/2"x4" EXP. JT. MAT'L LIP OF CONC. GUTTER FLOWLINE OF GUTTER WEAKENED PLANE JOINT WEAKENEp PLANE JOINT (EVERY tO FEET IN CURB) EXPANSION & 8 WEAKENED PLANE JOINT C 1.1 I C2. i j NOT TO SCALE 7 C3.1 C2.1 STOP SIGN a STOP BAR N.T.S. �6 CONC. CURB END I C2. 1 SCALE: 3/4"= 1'-0 CONC. NOSE 5 CONC. NOSING C 1. I C2 , 1 j SCALE: 1/4' = 1' - O" 5 - 5'-0" o #8 BARS WAYS j/8 BARS BOTH ro THICKNESS --I i-- I_-- 2'-0" --� OF WALL L 1 1/2" OPTIONAL KEY M6 O 6" CTRS. BOTH WAYS NOTE: CAST IRON UD TO BE U.S.F. NO. 130 IN ACCORDANCE WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES. MANHOLE TOP ( TYPE 7-T ) ( DOT 201 ) /6 BARS ALL AROUN 2-+6 ALL AROUND 1 1 /4• CL /4 BARS O 12' CTRS. BOTH WAYS PLAN CORNER FILLET 3' goo V) W /4 BARS O 9• CTRS. aD BOTH WAYS TYPE P FOR INLETS, MANHOLES AND JUNCTION BOXES ( 200—B ) 10 TYPE IIP" MANHOLE C 3. 1 C2.1 N.T. S. l ., 00 4 oo 00 Y OCR n 00 1 I3 '� 2 1/4 00 -7 � z 8 B" 00 r 00 'E' GRATES ARE CASTED VO SECTIONS DIMENSION MAX. SIZE R.C.P. B C D E 0' 3'-1' 2'-4' 3'-0' 11' 18'/24' 0' 4'-6' 3'-4' 4'-4' 1'-5" 24'/42" CEO � Ij'IFI� io C F�2• 2j r2 1/2• NOTE: (1) FOR MORE INFORMATION SEE D.O.T. �L 1984 STANDARDS INDEX NO. 232 PLAN /4' 2 ,j4^ 5 3/4' GRATE 1 1/2" 2 1/e 1 J l GRATE ` GENERAL NOTES 2^ CL #4 BARS BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" 12' O.C. FOUNDATION MATERIAL' WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IM IS ENCOUNTERED AT FLOW LINE. OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. / 11 L \— �• GRATES, CAST IRON GRATES TO BE U.S.F. NO.6208 IN ACCORDANCE WTH FLA. D.O.T. SPECS. FOR NON -TRAFFIC BEARING GRATES. T — SEE GENERAL N07E5' SECTION 9 TYPE 1ICII INLET C2.1 N.T.S. EXPANSION JT, FLOWLINE SIDEWALK AT CURB 4S_00• P.V.C. v L COMPACTED B"L 2" SAND BED NOTE: 1.) ALL DIMENSIONS ARE NOMINAL. 13 SIDEWALK PIPE DRAIN C3.1 I C2. i J SCALE: 3/4"= i'-0" NOTES 1. TOP PORTION OF FTP 25 B 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5. FTP 25 6 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 12 C1.1 C2.1 II C3.1 I C2.1 PARKING BY DISABLED .E"1Es'c• PERMIT ONLY !100 FINE 1:^ FTP re 1 PARKING BY I/P" DISABLED 6ERIE6'c• PERMIT ONLY HANDICAP PARKING SIGN N.T. S. (SD-5) TYPE 11CI1 INLET ( MOD.) $100 FINE I. I6• 1 I T FTP !6 TO SO-6 J REVISIONS 00 a� M Un Q ' z 0 F. Ca FW-� 0 N T co 0 O J um sm W U uj crm 0 um m Z o � cD W Z d Z a w w Q-io J (Y D Ld J 0 I DRA BY: CHECKED: p7 ISSUE DATE: 6-1-90 CIVIL DETAILS C2.1 I- B 17 CHANNEL DRAIN CI.I C2 2 SCALE: 3"- 1'-0' (2 I POOL DECK F.L. DRAIN PIPE SEE C COMPACTED EARTH- IC) r- fz(� P� 3"-4" SEE SIDE WALK 'L`SH'TS--7 I I-y 2 v F i .. n •.' MIN 3` PERFORATED 8 MIL. SANG BED CORRUGATED BLACK POLYETHYLENE TUBING PLASTIC OR APPROVED EQUAL 0 I GOO I t A.C. 16 COURTYARD DRAINAGE C3.1 C2.2 SCALE: 3/4"- i'-0" GRAVEL GROUND COVER A.C.' PAVING ONE PVC 14 PARKING PIPE 2• X 3' PERFORATED CORRUGATED 8 MIL. POLYETHYLENE TUBING OR APPROVED EQUAL. COMPACTED BLACK EARTH PLASTIC 15 COURTYARD DRAINAGE C 1.1 C2 2 SCALE: 3/4"- 1 ' -0" C3.1 1-3" DIA. P.VC. 7 DRAIN THRU CURB FACE ? T9P OF CONC CURB ;:} N ':+'• TOP OF PAVING 14 CURB DRAIN CIA C2.2)SCALE: 3/4"= 1'-0" C3.1 W F I 9. 6 2.3 A r--------- -. - - ----- - - - - - � I r----.- --ir - ----i 1 I I I I A I I r I I A I (2) 4 YO. TRASH BINS I i 11 D _ _ _ T4" (2)8'-0`x5'-B` C.L. t GATES ON WHEELS I W/VERT. RD. WO. SLATS 1 t � I I I z3.000 Lb. P.S.I. CONC. SLAB I W/LIGHT BROOM FINISH I � I I I t I I I 1 CONC. FILLET 11 I I 8•X8'/10xi0 W.N.M. I C C PLAN _ N.T.S. II 0D 11,1 11 S •v: _ III `r 400. ,fix:,, ,' i i rr �;;: ta�• �' IIII . 5• SECTION D i N.T.S. +3/8' LIP CONC APRON / I \ SURFACE I`1 2: 12 BATTER 5' SECTION C-C C. IJ 7 T-CDPLANT. �I I LA' FENCE POST 6 SECTION B-B FOOTER C2. N.T.S. FENCE POST SET IN MORTAR OR EPDXY I I I Imo•-3/4' CHAMFER m (3) #4 8` i c PLANT. ~ .' (4) #4 AT 12• • � m DETEN TR .. L..., , POND SECTION k-A 19 SOLID WASTE ENCLOSURE CIA C2.2 SCALE: 3/4"=1'-0" UNLESS OTHERWISE NOTED SIDEWALK 2 4'-0` 1'- 2.. �- Ui a O PREMOLDED E.J. J U1 2: i SLOPE OR /-PAINT FLATTER STRIPING SAWCUT A.C. PAVEMENT 4` THICK(MIN.) CONIC RAMP G4� FLUSH W/ A.C. PVMT. (ALL EDGES) PAINT L A.C.PAVING STRIPING 7 LA. C. PAVING 7 18 AWHEEL CHAIR RAMP PLAN C I. I 1 C2.2 JSCALE: 1/4"- 0-00" I- BEVELED OR ROUND CORNERS '^ 5 R \y n � SOD TOP VIEW - SiNGLE 'PIPE JJ S' S ]" OR 5 1/2" 4+1 ��1 DEEPEN MOUND OUTSIDE 'Q �./ C EDGE OF PIPE (OR 5 1/2' SLAB � � �_ B p -CDi:. nc'T'c I LUNNECTOn 1 � /�L PIPE SADDLE 2' NOT LE55 MBAR i1 ` THIN D NO PIPE JOINT PERMITTED B• 5' SOD UNLESS APPROVED BY 1H}E ENGINEER E 0 �-- F ( PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION ) DIMENSIONS AND QUANTITIES D A B C E F G I M N j'Sj`LA SOD) (SY 15 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4,63' 1.19' 1 0.40 23 18" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 1.21' 0.47 2S 20 MITERED END SECTION c3:I, C 2.2 j N.T.S. EXIST. R/W 18'± SOD 4.5'± 7.5' 6' 6 " LOW POINT 0.0 16.5 18.55 F BY MOTEL 6 PROP. VARIES R/W EXIST, R/W 5' 12' 18' SOD I6' 5' 7' 6- 6" 19_0 r18.75 �0.- 6 I8.FT• I 1/4 �FT� I T IA 55 11 3 MAX 3 MAX 6" STABILIZED 1" TYPE S-3 ASPHALTIC CONCRETE SHOULDER, 6" LIMEROCK BASE ., PRIMED FBV 50psi 8" `STABILIZED SUBGRADE, FBV 75psi � + COMPACTED TO A MINIMUM DENSITY OF 98% OF MAX. DENSITY AS PER A.A.S.H.T.O. T-180 PETERS ROAD 2G TYPICAL ROADWAY SECTION C3.2I C2.2 ) N.T.S. 13' 10' SOD SOD 21.5 18' 18.851 18.8 EAST R/W_, SOD 25 SECTION E-E C3.1 C2.2 SCALE: HOR: N.T.S. VER: I"=5' 1-95 R/W 19.3 17.75 Q 1 4 MAX. EXISTING GROUND 23 SECTION C-C C3.1 C2.2 SCALE: HOR: I"= 0 VER: I"= 5' 10' 13' VARIES 24 SECTION D-D C3.1 C2.2 SCALE: HOR: N.T. S. VER: I"= 5' 13' 10' 1-95 R/W 21.0 SOD KEY 1 17.75 DITCH ±16.7 17.75 4 MAX. 4 4 MAX. MAX. 22 SECTION B-B C3.1 C2.2 SCALE: HOR: I"=10 VER: 1"-5- 21 SECTION A -A C3.1 1 C2.2 SCALE: HOR VER: I"= 5' SOD ^Q 1 4 EXISTING MAX. GROUND REVISIONS CO 00 �.. M W 04Lrr"N E4 �Wz O QUO i wIc 0 mi LL in w uj a 0 LL mni Ld Z a - a z < LLI _j w hillyl4a DRAWN BY: G•k/R• CHECKED: P ISSUE DATE: 6-l-qo CIVIL DETAILS C2.2 +3/8"-0" LIP TOLERANCE (FLUSH AT SIDEWALK) CONC COLLAR ZURN Z-1460-15 C.I. CLEANOUT HOUSING OR EQUAL ZURN Z-145-8 CLEAN - OUT OR EQUAL SEWER LINE 30 DEG ISOMETRIC SKETCH TO BELL 2500 PSI CONC. OF WYE / L ---------------- - SECTION 'A' -'A' IN'V ELEV--,,, I DOUBLE WYE I+1 (FOR SINGLE I BRANCH• USE SINGLE W'YE)- I 1 A' \ 1 I INV ELEV--/' BEND 1 I III I 1 3" MIN. CLEANOUT STACK EXTEND OR PLUG AS REQUIRED 45DEG BEND (OR AS REO' D) WYE 'A' INV ELEV Z JUNCTION 81 CLEANOUT C4.1 C2.3 j SCALE: 111= 11_OI1 BACKFILL SHALL BE PLACED IN 6 MAX. LAYERS, EACH LAYER TO BE MECHANICALLY TAMPED TO A MINIMUM OF 100 % OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. DESIGN GRADE MAXIMUM TRENCH WIDTH 2 It PIPE DEPTH W p PLACE AND COMPACT ` IN 6" LIFTS �y x W - PIPE 0.0.+ 24 IN. i �' 0 _ MAX. WIDTH i a QU X J U a W W 12" t zo 0 w = MA% MAX J " p F Z W f Z•W Q Q z ERT,Py� a NAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL A TYPICAL TRENCH C4.1 C2.3 j N.T.S. s; a I ►4 AT 12` 4�-I a I I '! EA_ WAY I I Kt ' I 'T ••. I I I I 7AS C ESS OPEN GS REGL* ED I•,.I., �:. . IL � (VERIFY) a 1. } r •� 1•'k• > ��`I S 8' L O NOTE: i.) PAD DESIGN TO BE VERIFIED WITH UTILITY CO. PRIOR TO CONSTRUCTION. 2.) ALL GROUNDINGS TO BE IN ACCORDANCE WITH UTILITY CO. SPECIFICATIONS. 4 TPA SFORMER C4.I C p. 3j SCALE: 1/2'-i.-0" E� SANITARY MANHOLE 3 CONNECTION DETAIL C4.11 C2.3 I N.T.S. DIW 4 j O.O.OF PIPE Q PLUS 1'-O' B IL 0 I O H 6 I� NOTE 6 I 0 �, ! 1 O " • -1 NOTE 1 GROUND CAP OR PLUG � BEE NOTE 2 I KJ J1,0 SERVICE CONNECTION FOR DEPTHS OVER 6FT. NOTES: 1. 3M SEWER BALLS ONLY 2. MINIMUM SLOPEOF VB'FER FOOT, USE GREATER SLOPE WHEREPOSSIBLE. 3. 4"DIA. GREEN BCOTCH BRAND BALL, MARKER. SANITARY SEWER I B SERVICE CONNECTION C 3.2 C2.3 N.T.S. -- / A I NOTEEI 1. MANHOLE FRAMES COVER WITH THE WOROS 'SANITARY SEWER' CAST IN THE COVER. U.S. FOUNDRY RNA OR APPROVED EQUAL. 6. PRECAST CONCRETE PIPE CLASS = WALL '6'Cp FORMING TO ASTM 0-76 OR C-476. EXCEPT WALL THICKNESS AN SHOWN. 4'-4'"S' CONC. PAD SEE NOTE 1 POURED TO GRADE ,.,,_,•,-- ../ n• OPENING IU 3/8 'GROUTON BRICK HOLER 'LARGER THAN MIN, INSIDE AND OUTSIDE, PIRE 0PE SHRINK WITH SHRINK K GROUT 2 LAYERS RAMNEK ON ALL SECTIONS B'ENCASEMENT 1 E E NOTE 2 INFLUENT PIPE Dt Dt GROUT r 8. 1- OI ALLLL PIPES F 'SEWER GUARD• AS MANUFACTURED BY- FOSROC-PRECO INDUSTRIES LTO. O 1 4'ENCASEMENT "SEWER GUARD" DETAIL • ',- J. SEEMANHOLESCHC. REIN. STEEL BEE M.H.BMANHOLE WITH OUTSIDE DROP PIPE CIA. 'A' 'B' 'C' BOT. SLAB-T' REINF STEEL B" - 24• 4'-0-1 S' 1 70' 1 B' INO. 4 1 2- E. W 30--36' 5'-O' B' 1 84' 1 10' INO. L( 12'E.W TYPICAL MANHOLE DIMENSIONS 7 SANITARY DROP MANHOLE C3.2 C 4.1 I C2.3 N.T.S. PROPERTY LINE (WHERE OCCURS) .,... .❖•• •• e •'•••••' 1 . Z En ........ DRIBS POINTEDI WIN 0•••• ••••O.'.•••••• am Ld I.•• . •••.••• Cc w GRADE LINE AT In PROPERTY LINE 'i❖i ••ii•.�.•iii • I'.O•i ••iii' Oiii •••••• PROPER - ••iii'.•iii (0 En GALV. PIPE POST, SET IN CONC ��' I� 11 ' 1111 O,PIPE 11 .O CORNERScli AT CORNER LINE ,. RAI TRASH ENCLOSURE (W/SLATS) 2 .. .. . PERIMETER 2 .. E PERIMETER (W/SLATS) .. .. ALL POSTS ARE TO BE GALVANI ; ZED IRON PIPE. (SCH.40) REDWOOD. ALL SLATES ARE TO BE OF lv� IN G FENCE LINK Qz:2 C2 3 SCALE: 3/8"=1 ' -0 1: ROUND OFF CONC. TOP 4' DIA. GALV. STL. PI E, FILL ON RETE, a PAINT WHITE Z TOP OF PAVING N OR GRADE q.j '' ......... f� I). i�l• 12" OIA. CONC. FOOTING clu v: cJ PIPE GUARD CIA C2 3 SCALE: 3/411-i'-01, C4. I 4' 4' CONCRETE SEWER PIPE (2500 P.S.I.) ',O,' • 'o. I SEWER PIPE O ENCASEMENT DETAIL C4.1 C2.3 N.T.S. CO2,VER L/.c/E POST 4' TOP RAIL 1,--22 ` o- 0E3 I � /x2x0./25 I ST/[ 314 , x0.0 BOTi KAI 3/4 x xaa POOL DECK �. > .. 'e .. POST FOOT/A/G ;.o •A ,DOTE: PROv/DE METAL RAIL GATES k//r// "CHILD >_ ►. PROOF" SELF CLOSER P .. A ° SELF LATCglA/G ►'•''-'o• LATCH, CTO MATCH RA/L/A/GJ 9 RAILING AT POOL DECK CI.I C2.3 SCALE: 3/411=11-011 NOTES• 1. MANHOLE FRAME & COVER WITH THE WORDS 'SANITARY SEWER'CAST IN THE COVER. U.S. FOUNDRY 33A OR APPROVE D EQUAL. 2. PRECAST CONCRETE PIPE CLASS I¢ WALL 'B"CONFORMINB TO ASTM C-78 OR 0-476, EXCEPT WALL THICKNESS AS SHOWN. 4.'"4'XB' CONC. PAO (SEE NOTE 1 POURED TO GRADE J -GRADE 2'-4- ES ,3/4 nS OM L 93 M SEE NOTE 2 2 LAYERS RAMNEK ON ALL SECTIONS 2 COATS OF COAL TAR EPDXY ON INTERIOR NON -SHRINK GROUT " 1-2'-O'JOINT ALL PIPES _ASBESTOS CEMENT M.H. COUP WITH RUBBER -RING BEAL A BEE MANHOLE BCHO,' • REIN. STEEL BEE M.H. ECHO. STANDARD MANHOLE DEPTH 5--0•' AND GREATER PIPE CIA. 'A• 'B' I -C' I BOT SLAB T I REINF. STEEL 8"-24" 4'-O' B- 1 76" 1 B' IN041M 12'E.W 30'- 5'-O' B' Be, 10' No.5(� 12'E.W. TYPICAL MANHOLE DIMENSIONS 8 1 SANITARY MANHOLE C4.1 I C2.3 N.T.S. c� REVISIONS Cp rn �.. M o 7 � ¢Ww z N r 0 0 mummil LL In W V W a 0 IUL m Z o lY (7 W z a - a z W W o_ 0- J � lr I'jJr� WW Il - V DRAWN BY: CHECKED: p� ISSUE DATE: C-I"q4 CIVIL DETAILS D C2.3 VOLCON NO. VMB-3 - TRAFFIC TYPE METER BOX (24 1/40x 13 5/8') PAINT TOP BLUE 45• BEND PLUG L PEA ROCK /7-• BRICK, MJ PLUG TAPPED 2" PLAN f FINISHED GRADE 2' GATE VALVE 2' PIPE % -BRING WIRE TO BOX SECTION 3 BLOWOFF ASSEMBLY C4.1 JC2.4 j N.T.S. n� n I IL41 T nr ti TII ITIV C SOLD SLEEVE (TYP.) A J PLAN WATER METER OSBIY GATE VALVE 90° ELBOW O -► FINISHED GRADE BACKFLOW PREVENTER SECTION A -A (DOMESTIC SUPPLY PORTION) RESILIENT "VALVE-1- E SEAT GATE VALVE 900 ELBOWFINISHEDGRADE) TE S E CT 1 ON B- B (FIRE SERVICE PORTION) SPOOL /'900 / ELBOW 12"MIN 16"MAX' SPOOL 12"MIN I 16"MAX %// WATER METER/BACKFLOW Z PREVENTER ASSEMBLY C4.1 C2 4 FIRE SERVICE WITH N.T.S. C I. 1 DOMESTIC SUPPLY 8" WATER MAIN LETTERING 'WATER' ON COVER 2 - /3 CONT. CONC. PAD 16'SO. x4'- THICK IN UNPAVED AREAS ADJUSTABLE VALVE BOX & RISER (IF NECESSARY) GATE VALVE - 6 C2.4 WATER MAIN DOUBLE STRAP SADDLE GATE VALVE a VALVE BOX N.T.S. INSTALL BLUE R.P.M. ON VALVE BOX LID &0E.O.P. FINISHED GRADE CORPORATION STOP 1' POLYETHYLENE (FORD F1001 OR MUELLER) SERVICE LINE FINISHED GRADE 1' POLYETHYLENE c SERVICE UNE n CORPORATION STOP (FORD F1001 OR MUELLER) DOUBLE STRAP SADDLE (ANY APPROVED 2-STRAP) BACTERIOLOGICAL 5 SAMPLING POINT C4.1 1C2.4 N.T.S. 90" 3/4' TIE RODS ELBOW RESIDENT SEAT GATE VALVE II NON -RISING STEM I i i MECHANICAL JOINT TEE G I� VARIES — I 1/2"IRRIGATION LINE 3" DOMESTIC SERVICE LINE 4" FIRE MAIN AREAS WITHIN ARE: F.P.U.A. RESPONSIBILITIES ONLY METER ASSEMBLY DIAGRAM C4.1 C2.4 N.T.S. n I 4 GROUND OR PAVEMENT SURFACE UNDISTURBED SOIL 6' D.I.M.J. PIPE 4 1/2- PUMPER NOZZLE FACING ACCESS R/W AND (2) 2 1/2' HOSE NOZZLES \ 15'-18'— VALVE BOX (SEE DETAIL), RESILIENT SEAT 6' GATE VALVE NON -RISING STEM NOTE: 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 2. HYDRAIJT SHALL BE PAINTED CARNIVAL RED. 3. HEEL TO REST IN UNDISTURBED SOIL 4. THE ONLY HYDRANTS ACCEPTABLE ARE: KENNEDY GUARDIAN, MUELLER CENTURION, & AMERICAN B84B 2'x 4' TEMPORARY MARKER (PAINTED BLUE) - 1' CURB STOP WITH 1"x 3/4' BUSHING (FORD B61444 OR MUELLER) NOTE: FOR TESTING REMOVE 1' P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. COLLAR FOR VALVE AND FOR HYDRANT TO BE CONSTRUCTED AS TWO SEPARATE COLLARS TRAFFIC TYPE HYDRANT WITH 5 1/4- OR 6- VALVE OPENING 24'x 30'x 8' THICK CONCRETE COLLAR T z 2 M UNDISTURBED - 6' D.I.M.J. PIPE OR SOIL C-900 P.V.C. PIPE 3/4- TIE RODS & BOLTS - ONE EACH SIDE (BITUMINOUS COATED) ENTIRE ASSEMBLY MUST BE MECHANICALLY RESTRAINED 4 FIRE HYDRANT ASSEMBLY C2.4 1 N.T.S. INSTALL RESTRAINTS WHERE MARKED ALSO Y J 1 } L TEE CROSS USED AS TEE II1/4",221/2',45' OR 90"BEND L / L TEE USED AS 90" BEND ..CROSS USED AS 900 ,B(EE/N/D REDUCER L / J L W Y E DEADEND LINE OFFSET ��- VALVE VERTICAL END RESTRAINED JOINTS ' SOUARE CONCRETE PAD, BAGS OF RIP RAP, OR COARSE GRAVEL (8• THICK ICU. FT.) HYDRANT R NUU (TYPICAL). ALL JOINTS TO BE RESTRAINED IN ALL DIRECTIONS MINIMUM LENGTH OF PIPE TO BE RESTRAINED NOM. No.OF CLAY COHESIVE GRANULAR MAT. SAND I SILT, MUCK,PEAT PIPE SIZE RODS AND 512E ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS 111/4 22V2 43 90 IIV9 22 V2 43 90 114 22V� 43 90 Itt/4 22V2' 41P 90 4 2- 5/8 2 3 5 6 6 3 5 7 It 6 3 5 8 12 9 4 6 11 17 13 6 2- 3/4 3 4 6 9 7 4 6 9 14 10 4 6 10 IS 11 4 7 13 21 IS 8 2 - 3/4' 3 5 7 10 8 4 7 II 19 13 4 7 13 20 14 5 10 16 26 IB 10 2 - 3/4' 4 6 9 13 11 5 10 15 22 15 5 9 15 25 18 6 II 20 32 22 3/4 4 8 II 15 13 6 11 17 26 18 6 10 I7 29 21 7 i4 24 39 27 NOTES: I - WHEN SOIL COVER IS LESS THAN 2 FEET INCREASE "L' BY 30%. WHEN SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER INCREASE "L BY 100%. 2 -"C ABOVE IS GIVEN IN FEET FROM FITTING JOINT. 3 - PAINT ALL THREADED PARTS WITH BITUMASTIC OR EPDXY COATING. MECHANICAL JOINT 8 ANCHORING DETAILS C4.1 C2.4 N.T.S. BACKFILL SHALL BE PLACED IN 6" MAX. LAYERS, EACH LAYER TO BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T•99.� DESIGN GRADE MAXIMUM TRENCH WIDTH I 2 x PIPE DEPTH+W i.�. o PLACE AND COMPACT a� IN 6" LIFTS X 0 w }�S W F PIPE O.D.t 24 IN. z MAX. WIDTH a w 222 W 0 z W = I F INVERT-,J _ to NAND PLACED SELECT MATERIAL 7 C4.1 C2.4 12" 12" IAX MAX a a LAMIER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL A'ND BARREL TYPICAL TRENCH N.T.S. J , REVISIONS ''^^ 00 00 a� M O C. Em4d Q W W 0 MHz Q¢x W �QH O T O t� O mi LL In W V ui a. 1 O m i o W Z D_ - n. Z a w w D_ D- J 0r UJ W W J 0 'Ifn 12I 12I ) DRAWN BY: G.W...P. CHECKED: gp1 ISSUE DATE: 6-/-90 CIVIL DETAILS C2.4 ASPHALT BASE COURSE SUBGRADE 1 5/8 x 3 5/8"DECO DRAIN 22.50 CONCRETE SLAB POOL DECK . SLOPE 8----LOPE SEE PLAN 31 DECO DRAIN DETAIL C3.1 I C2.5 Scale: 3/40 = 1'-0" 36 20.8 20.8 16.75 15.00 WALL I4A11 (BAFFLE) WALL i1B11 (WEIR) 30 C3.1 C 2.5 1 0 w z J 3 0 J w 28 CI.I C2.5 FYPE "E" INLET AS PER D.O.T. INDEX 232 WITH TRAFFIC GRATE 1L L i4 Ai4 ALL 4B11 (SD-8) TYPE E INLET (MOD.) EXPANSION JOINT AT EA. END OF RADIUS C.PAVING EXPANSION JOINT AT EA. END OF RADIUS A.C. PAVING - GUTTER(NHERE OCCURS) 5' 1' TYPICAL OFFSITE PAVEMENT DETAIL N.T. S. NEW PAVEMENT J SAWCUT , I EXISTING PAVEMENT I I I I TO EXISTING ROADWAY) 27 TYPICAL OFFSITE PAVEMENT DETAIL CI.I 1 C2.5 j N.T.S. 6" 6" ASPHALT BASE COURSE SUBGRADE I B I TYPICAL OFFSITE PAVEMENT DETAIL CI.I 1 C2.5 N.T.S. 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK COMP TO 98% OF MAXIMUM DENS AS PER A.A.S.H.T.O. T-18C PRIMED o 11 TVDC e_-c ASPHALTIC CONCRETE 8" STABILIZED SUBGRADE - 75 PSI FBV, COMPACTED TO 98% OF MAXIMUM DENSITY AS PER A.A.S.H.T.O. T-180 REVISIONS 00 rn ,�. M � o � W W a� z O Q�x. c, �CaF� O Cm 1� O 0 O mi um w4 w im a O LL m z w z a z < w w 0_ 0_ J Ir Z) W 1(�I In'u - V = 0 Izllvl m1i # DRAWN BY: RA CHECKED: 9F) ISSUE DATE: G-I-90 29 W r I 4 4 t Y +'' � i �rvn 15 u I" E 1 ¢ l 3 .,ram I 1 1 C 2.5 • •,• . Y. ...� ffi r" •�%�"" :'1�..., •?�'" � t .. >y'#{�I •. n Yr 4.x AY:aiv�Yt' ,Y'eHf futwb .. �. a `. .....F Y]d4 ..^��h'�}�..M-Pil:v wv .. y. 411p �I+R•�n I !'}}r CONIC. 2 CORD IA ITYPICAL OFFSITE PAVEMENT DETAIL SCALE: /4 —0 OF I CI.I C2.5 N.T.S. CIVIL DETAILS 02.5 FL21.0 20.s 1... I... _D / 1 I 11 19.00 TC: ..03 TC:2 .83 TC:22.51 TC:22.42-TC:22.32 ,5i TG2i.81 TC. 2.40 TC:22 48 TC: 2.51 TC:21. 3 T¢22.03 1 EP:2:.5 EPi2 .33 ? EP:21.92 EP:21.82 Z 1 I EPt22.01 - EP:21:31 A Z EP: 1.90 EP:21. 8 EP:21 EP:21.53 / ' L e I ! �� S 1 I I o o ? Q TC:z2.2o I. g -. TC:21?83 TC:22.22 iC:z2:12 1 I . EP:21.33 TC:22.20 TC:22.28 _.9 TC21.83r / W 19.27 7/S.: EP:21.72 E .21.62 - EP:21.70 EP:21.79 C2J S i I I 9 1.21% 21.70' 0.50% 9 INLET EP:21.33 zL3o a cz.1 0.50%�S 21.70' + ( C2I -_ SD-3, cows D E T E N T I O N 7. 48 LF, OF SD-4 p J 1 CONST. 158 LF OF 18 RCP ®0.20% _ CONST. 158 LF OF 18 RCP ®0.20% TOP EL: 18 20 TOP EL: TC:' 6 P. v. C . SD 2 RCP 0.20% -� rn SD-1 g 4 r 22.33 TC:22.33 21.00' • INV: 17.2$' C2. / ` ' p � TOP EL: ARE A TC:22.33 TC:22.33 /q z TC:22.1 J 21..00-.. EP:21.a3 2.. 21.00' 61� P.V.C. Tazz.13 - t - TC:21.83 EP.21.83 EP:21:83 EP:21.63 EP.21.83 EP.21.83 TQ22.20 BOTTOM EL 17:75 / - / Z I I EP:21.33 i.. TC:21.83 7 n ??S O 11 li TC:22.13 EP:21.33 HOSE. 818 / Z I. 19.00 :.. EP.21.63 O I 4 0 P.V.C. Z EP:21.33 v I �. / o ♦5 TC:22.33 TC:21.83 - TC:22.33 :: / F- I STORAGE ?, TC.21.83-. TC.22.33 .MIX/STO r TC.22.03 / ce I ° �00 EP:2i.83 S EP:21.33 0 EP:21.82 EP:21.53 0 a / TC:22!03 TC:21.83 TC:22.33 li ��. ^�.. ,\g. :. ^�. 1�. ^�a 19.17 EP:21.53 EP:21.33 n ,.c z w I I EL 22.00 2P.V.G. EL: 22.00 0 u. / N I HC N Q I O I N 1.0�.9�. vl DECO N C2.5 HC o .1.0%. MIN. a I ECO 1.0% MIN., 22.33 E. SIDE �I DECK EL: 22.00' I^ WING I.O%MIN. N I z W 22TYPICALSIDE TYPICAL v E N 25 ` E WING of P o o l �z' G a I I o o! / O , : COPING EL. 22.50.E `SHOWER I a FINISH FLOOR _ - - - 17: I DC 1 EL. = 22.50'WATER < [1 3 21.50' FINISH. FLOOR C2' I FOUNTAIN (TWO STORY) SD-10 �- : EL.. 22.50' = 4 0 21.50` TOP EL: EL 2 00 Zoo) \ 1 18.77 TC22.33 TC:22.33 (TWO STORY) $ I EL' 22.00 d /8 Z. L: GATE iC:22.33.. /: TC:22.33 Q" Q 22,33 N. SIDE GATE � . 16 CLEANOUT 2 / EP:21.83 \ / o C /\ h° g EP:21.83 :. EP:2L63 ° C2.. EP:21.83 \ / ^ o I Ln ° c, p TYPICAL - - - --- INV. 18.90 \ / cx o 1.0% MIN. �'I _....-- �I CONCRETE WALK �� 11 C b o _ w .- _ LIJ 0 w V a ta.98 I I ,� I O%MIN • N N I O h - MANAGER'S w_ V' I O APARTMENT 0 � I I V) � : h ,w (Y 0 I V I 1 TC:21.83 EP:21.33 2 CLE.ANOUT INV 1800 w �- C23 \ CHANNEL ((') GRAIN::. o W 23 �+ \ STORAGE Q' \1 y N B 22 / O 0 N ti � Ll h 0' / B /9 I Li..l _ I I . 1 CONCRETE WALK 1.0% MIN. / N X 10, 1 so OFFICE 11 � p U X 1 TC:22.03 � I EP:21.53 TC22.33 � ` TC:2 33 / 1- T¢22.33 SD-5 11 V EP:21.83 _ : EP:2183 / EP:21.83. !. CJ rc:2z.33 Z / C L EA N 2 I FL16.75 c2:f a I TC:21.83 MAID Z \ D- W I �. I EP-21 33 TC:22.13 EP:21.83 /9 OUT 2. �f w. L I \ `y L.ti / INV.I8.00 1 �TC:22.13 r tm�W W I. I I EP21.83 TC.22.33 \ .. TC: .13 / F":21.63 ' I EP:21. 3. I ,O � � I I i°. O Ii O 21.8. � I1.. ^ t � 11 :I I I.'I11/j ' 21.5 \ t '- . I ... �. ��/ � cz:r t f l I 6„ P.V.C.-_.-�� 1s. 7az2aa-: I 9,.: 003% O/ 1 ,EWER 14 \ 2.2 EP:21. 3 `TG22.33 �/ a I I zL3o zs, C22 5 \ 6"� PV.C. / FSEWER---Qi E�:z1s3 cz,l F g" RCP N/ v I I ,� SD-8 TOP L• 21.00' 21.70 0.50%rs. 21.70' 4 LF Cb v I t 5,. D 7 TOP EL. 21.00 •,` / I S1. 6 / IM88 o CON o I f I CONST. 60 LF OF 18 RCP 0 0.2 % 30, 1.21% CONST. 15 LF t CP ° e CONST. 158'LF F 18 RCP 0 0.039 9' _ A I 10 SO-11 I I I C2:5 � 5 9 - p I SD-6 / Q m C2.1 TOP. EL: I I I I TC:21 83 TC:22.22 7C:22.13 - TOP EL: TC:21.83 5. _ EP:21.33 EP:21.72 EP:21.63 C2.1 TC.22.20 TC.22.28 I 21.00' / O /1 / I G EP:21.70 EP:21.78 / / �-• 19.31 I 7I a EP:21.33 Z STORM:16.60 T 'I 0,,-,FDC z E ..� WATER:15.15 I I I I OAAo TC:22.03 g/ EP:21.53 / h o III IIIi IiIIIL 7BI 18.55 4DWW �O / /: op �.90 � 20:5 Cc22.51 TC:22.) TC:22:03 TC2 TC2 33 T:21.8?C.22.48 TC:27EP:21.53 EPCP:22.01 EP:21.92 EP21.83 TCi?2.51 TC.22.03 EP:21.34 EP:21.98 EPi22A1 EP:21.43 EP:21.53 SIGN 24018.78 CONST. 56 LF OF t " RCP O 0.15% %% / - / Z 26 SD-12 TOP EL: 18.53' G2.1 y `7 / S, / 77 S 89.41 37 E - - - S I 1 I I CONST. 16 LF OF 15" RCP- 0 0.15% _ SWALE !i 24 _ 444.88� W F I I L - BENCM ARK 17.70 c2. 17.40 19� M -y D 1 O I I I TOP OF CURB: 19.96 z ` REMOVE EXISTING W I III� I METERED END & )Ju �� I\ I I II I�I II II I I SD-1 .SD-7 Const. Type "C" Inlet Cons t. Type pe C Inlet 190 19.0 Top E1. 21.00 �-CONNECT Top E1. 21.00 2000 �2000 7I 17I! I 9.s 2o.Ds1.1s i�oE. Inv.18.00 Inv. I6.82 95o 0 Sp I 11 11 11 9.50 SD-BII0.5%I[� I1 11 II0.5% D-2 0.5%,U MIN0.5%LI DetoilN MIN'MIN. U MIN. Const. Type C" Inlet (See u u u U I Ll U U U Top El.' 21.00 Top El. 21.00 0 20 20.20 20.20wo I II 1 / inv.17.68 E. Inv. 16.86 19J0 .DETENTION W. I nv. 16.759.70 19.70 970 202 .0 20.00 AREA I 19SD-3 SD-9 (I .70 19.50 I NOTE i Const. Type "C" Inlet Mitered End ELEVATIONS SHOWN ON THIS Top El. 21.00 Inv. 16.97 II I PARCEL ARE EPLANSI / W. & E. LriV. 17.36 DEVELOPMENT DESIGN II KEY TO GRADES I �I I � k MiteSD so-so red End Const. Type "C" Inlet II p /� �/ E /� p b C I 77 TC: TOP OF CURB ELEVATION (I. I / Inv. 17.25 Top EN Notch E. ` I I R /1 f� A R R G L I I N. Notch E. & W. Face II EP: EDGE OF PAVEMENT ELEVATION N. & S. Inv. 16.77 EXISTING SPOT ELEVATION �I I SD-5 SD-11 WSee Detail) P. Manhole Alt. B slag PROPOSED SPOT ELEVATION Top E1. 19.31 N & S. Inv.'16.63 2 OUT C2.3 p..F INV. 18.40 / _ LAUNDRY a'.w // /9 - /1 WING w Z. J / fir, V B w a / i / FINISH .FLOOR EL. = 22.50' ELEC. 0 9 1\ (TWO STORY) AN 0 HC HC 1 c C REVISIONS ii * x Nw O Q _ P �CaF 0 Sm ^0 Oct tttt j um W U t,O ii m z cr U a o_ z w w o_ o_ J (r ::) W w 0 �•" ' tillZlk DRAWN BY: cans ALP CHECKED: a1 ISSUE DATE: I 6-(-90 SD-6 SD-12 Const. Type "C", Inlet Const. Type "C"Inlet GRADING 81 Top El. 21.00 Top El.'18.53 DRAINAGE PLAN E. & W. Inv. 16,.77 W/8" Notch E. & W. Face N. & S. Inv. 16.53 T - „ ti G 3 9 � -.:. . .. .i.. , Ka " rt ...,max ,1.s:�C' ....,._.n.,.. .. a:._. -z.. . ..,. i - ... I .. ,. >;5�;53x..a.... � _... ...i,..,,x. IL_, ,. �,i .,.e�[k�E911 tlm1 x .. ..i.. n __......_iartas.•`d'ia'�iaau�EFY.a4W.a riYL e.. .. .... .... .. v..,,-..<T..�`., �.: ry . , .. r .:`;. R/W LINE R/W LINE MOWN ig—k- GRAPHIC SCALE ( IN FEET ) 1 inch = 20 tL 6 SAN. - EXISTING WOOD POWER POLES SERVICE � WOOD POWER POLE — 'FAY--—8"FM-- —8'FM-- —8'FM— —8'FAf--- —8*FM— �'Fl.H——B'Fl.t— �'Fl.t— —6"Fk#— �'FM— —�' FM- pf—EXISTING -am— — —GM— GM— — —GM— — —04— — —GM— — —GM— — —GM— —GM— N —GM— —GM— — GM —GM— — —GM— —GM— — N EXIST. E.O.P. CONST. SAN. 63' OF 10" PVC SEWER O 0.3% P E T E R S%4 SOLID WHITE N R 0 A D 4 YELLOW SKIP 0 -"'SA*-- —' 1 "SAN-- — 8" 5 BSP CONST. 30' OF 8" SS-3 SAN. DROP 7 CONST. 263' OF 10" PVC 6 GATE 20' OF 8" #1 PVC WATER MAIN MANHOLE cz. CONST. 24R OF 8" EN SAN. SEWER O 0.3X a VALVE PVC PVC WATER MAIN EXIST. E.O.P. PVC WATER MAIN CONST. 8' OF 8" � CONST. 56' OF 15" PVC WATER MAIN RCP O 0.15% to/104� f—IXISTI NG CONCRETE POWER POLE _15'RCP O r � -- -- — 5 CONST. BLOWOFF 3 CONNECT TO 2.98 CONST. 92' OF 15" CONST. 136' OF 15' FIRE 4 #B3SP C24 REMOVE EXISTING EXISTING 8"PvcVS'AN INV.,15.15 RCP O 0.15X SD-10 9 RCP O 0.i5X HYDRANT z SD-9 12 MITERED END & WATER MAIN 4 TYPE C INLET G21 MITERED END CONNECT TO C2.400 PROPOSED R/W LINE el EXISTING PROPOSED I" 4 II 15" RCP GAS MAIN EXISTING R/W LINE < CONST. 16' OF m 15" RCP O 0.15% 1 II 9 SD-12 Gz.1 TYPE 'C INLET B.M. TOP OF CURB 19.96� n 18" RCP SD II I TYPE1 P M 0 E �1 0+00 122 120 are 116 114 112 iL sme w il11Z1] 2+00 3+00 22 1 20 1 18 1 16 1 14 1 12 1 10 1 m m J i REVISIONS ''^^ 00 00 o t~ � Q Q W W MHz O 0 QQx �G1F- O N T Im O a 0 lZ 0 J LL. 1n w V wm w a o� 0 LL. mz (r w z o z w w o_ o_ J � Z) w e z V W 2 I 0 -_ Il�n'I4o DRAWN BY: G.G✓2. CHECKED: ISSUE DATE: 6-I-90 OFF -SITE IMPROVEMENTS C3.2 Z �a z �O w �W i 0 om. t� t a V) O to 0 W : Q cr N ic� U t0 H O a c� w w �0 �o � W �v .c Gy tw co id Sz i� )v �z i- I 9 TAW.-, t '.. ...:.. . d k;. 3� .. e... . AIp��y �"i 1 a ,. C:. .v.. ...:.X i:v ✓r I rCONST. 20 LF OF 8"PVC WATER MAIN GRAPHIC SCALE CONST. BLOWOFF 3 w ® D E T E IN T 1 0 IN ® ® ►m A R E A p z HOSE.818 HB. PER ARCH 1 I t- sn N. I 12' 12' z of �3®�I a� 3 � w 0 d F 3 m Go D O w '0 wI N F' to r7 .III O o O v i O 1n LLJ 7. 3 0_ C2.S C2.3' 1 w w m � CONT. 10 LF 0 f 0 SAN. IN'J: 12.98 "' 6 .PVC SAN. LL.I = z WATER MV:. 15.15 : SEWER ® 1.0 a as _ STORAGE H C WING H C FINISH FLOOR EL = 22.50' (TWO STORY) MANAGERS APARTMENT 2 CLEANOUTCLEANOUT C2:3 INV:18.20 OFFICE - M A I D 3/4" WATER LINE SEE ARCH. PLANS MIX/ STO:. FOR CONTINUATION _HC HC ��/� P 0 0 L o o DECO DRAIN rrI N G 35' SHOWER FINISH -FLOOR WATER EL. - 22.50'--- CLEANOUT - FOUNTAIN CLEANOUTI + '..(TWO STORY). CLEANOUT 2 GATE GATE GAS R. ^ NV METER 18.52 c2.3 .METER CONCRETE WALK �18 zz F- a-, q LAUNDRY W 0) IRW 0®WNG O . :. STORAGE --� J3 B 5 BSP 2 3� w N FINISH FLOOR nvw a EL = 22.50' cz.a ELEC. \ 2"PVC. ELECT. CONDUIT R 4 1 EQ'D TO Nz o (TWO STORY) LOW VOLTAGE CONTROL WIRING TO CONTROLLER.. CLEANOU FIRE:18.65 V SAN:17.37 L WATER:18.fi5 717 SAN: 17.36 - - IL O K 0 50�40% TYPICAL TRENCH : SAN, INV: 13.00 c STORM: 16.64 CONST. 141 LF O A 40. CONCRETE C2.3 NC N E ASEME T ER 0. SS-2 TOP: 21.78 SS-1 TOP: 21.63 r- CONST 201 LF OF 6" PVC SAN. ER ® 1.00% 3 8 MANHOLE MANHOLE , 3 �.. z.3 c2, 3 DETAIL DETAIL c2. r ci.3 TION MAIN CONST. 29 LF OF CONST. 69' LF OF 2" PVC IRRIGATION MAIN 8" PVC SAN SEWER CONST. 87 LF OF 4" PVC FIRE MAIN IGATION MAIN ® 0.40% CONST. 226 LF OF 2" PVC IRRIGATION MAIN CONST. 79 LF OF 3" PVC WATER MAIN pL� p � t �. CLEANOUT _,2 �. INV EL: 17.70' cza 30' _ /., 0) " J ti 1" GAS LINE BY FPUA O PIPE GUARD 5 41 , �p Cz.3 �V ki KT Uj p \ 3 8" PVC SAN. SE SS-3 TOP:19.14 BSP O 8 PIPE GUARD _5 ® C2.3 CONST, 9 L TYP: FIRE 4 CONST. 19 ff:HYDRANT ca.4 CONS w-FDC CON OF 2" PVC IRRIG LF OF 2" PVC IR cz.a . 16 LF OF 3" PVC WATER MAIN 10�CONST. 224 LF OF 3" PVC WATER MAIN IIIVC T. 14 LF OF 4" FIRE MAIN UG (BY FPUA) CONST. 225 LF OF 4" JVC FIR MAIN" O 5 CONST. 38 LF OF CONST. 13 LF OF 3" PVC .WATER MAIN SIGN o c241 8°PVC WATER MAIN METER 1 2 CONST. 15 LFOF 4" PVCFIRE MAIN TYPfCAL TRENCH ? E TAIL cz.4 C2.a c2.a TRANSFORMER 4 CONST. 30 LF OF: II. of cza 8" PVC WATER MAIN PAD 1" GAS LINE BY FPUA TYP., e Cz.a SS-1 LO Const. San. M.H. S 89'41'37 E 444.88' Top E. 21.63 N. 31 I1 n B.M. W. &E. _Inv. 15.69 TOP OF CURB: 19.96I SS-2 l - - - - _ Const. San M.H. aIII-IF1-1�F1=1�-� 1 -- _- 21.�a � �I �� I� �I I �� I � Top El. II I I I I I I I I I I� I I I I I I I I I I I I I I IL I I I I I I N. Inv. 18.00 x W. Inv.13.47 a. I I I I I I I I I I I II I I I I i III E. Inv. 15.57 II u u u u u u u u u u u u u u u o ( ` SS-3 0 I I L. w (I I II COnst. San. Drop M.H. II Top El. 19.14 E. Inv. 12.91 C =I N. & S. Inv. 6.48 ( I z I a I IJI C R A C K E R BARREL III X II i00 III I I REVISIONS 1L 00 wxLn r II r,l �1 W FY X C, rLh ti 0 N T W O III i O J um >n W U W I, am O LL ca z ~ m 0 d z o z " a (L J It `izllZ� �o P -41I v DRAWN BY: CAD SIK ALF CHECKED: ISSUE DATE: UTILITIES PLAN C4.1 ,....... ,ark- .f .. . , ,....::. . ., ..>...,:. . . yMI.r. 05 _� t . ,.e . . ,. GRAPHIC SCALE SD-9- 20 - 16.97' IN FEET j x 95.45' i I 37.50' 15.00' 132,50 15.00'' 37.50' 1 inch 20 ft. LIMITS OF 4 FIRE PETERS ROAD cz.a HYDRANT IMPROVEMENTS IMPROVEMENTS N 89°41 37 W 540.71 5 -- -- PIPE GUARD -_ - -- - 535. 1 c 50' TYP. MA ~ vt , 00670 � ' N CU 3 CURB 3 CURB 3 28 AVEMENT 0'0 35' c2.1 cz.t c2.1 cgs EDGE t7 to Pol i 8 m m TOP - C2.1 BAR & CURB 6 9 4 15 10' 00 O co , g f t SIGN END c2.t s� 29 CURB Q 10 0 I. TYP + 10' i C2.5 CORNER 18, 8'.. tJ Q;• CU B ®29 7W��► CAL I W 22.00' CO ER czs �.. i �'': CURB 29 - CURB 3 CORNER 2.5 ® CURB ® Z9 9 WASTE N c2.t CORNER 2 ENCL. E TEN to I O N �.W I o ASPHALT 1 m r .� PAVEMENT 1B "' S NC ETE PAVEMENT c2.1 N 1 o �.� EDGE C2.5 cz:IAR G CURB 2 CURB: 2 5 ONCRETE L'. A R E A CURB. CURB CURB 3 WALK C2.1 CURB ®29 WALK C2.1 D .END. C2. c2. Cg C2.1 cz:s 29 CURB ®. 1B PAVEMENT CORNER CHAIN LINK EDGE PIP C.a 10' C NCRETE WALK - 29 C v N ( Q n 6' TYP C2.5 t_. TYPICAL c i WALK o I 2380' CURB 3 37 5' CURB 3 4 SIDE- 7.5' 3 OD STORAGE SIDE 4 CURB 2 3 CURB- MIX/ST0 c2.1 CURB o - WALK cz1 cz.1 0 18 : WALK 2a ) 35.00' - CONCRETE WAL _m cz:z N CURB �'u � r. m c s CORNER I t5 70 D CK 9 N RAI N c2.3 5 6' o= w 2. r 30 I _._ HC x r V t^ Y Z� _ 3 DECK a HC WING :8 J a o RAILING cz 3 ¢ . 3 w P O O.L o o w Z 5' M t- RAIN N 1 LA C 18 - �',: w POOL p.i I III � HC " N G c�i 42.5 SHOWER MP I. z CU� I 12` 12' I: r,,o: U '., 35 50.0' FI SH FLOOR o TYPICA c 2 1�1g DECK. EL. = 22.50' - �O_ I o H c2.3 RAI IN CRANNE 17 TWO STORY oo 3 zo I HC FINISH OOR RAIN cz:2 ) 1 3 at - EL. = 2 50' n w I- DE K 9 > GA in .-r- PAVEMENT16 ® d: (TWO STO Y) SIDE- C. 1 -It RAIL G cz.a '4 SID aoc EDGE Cgs. 3 O' \ - WALK SID 4 cz.t WAL �: ( v ASP ALT 1 d w - 5.6' WQ S 1 .DRINKING v `� PAVE NT c2.r ... I F ASPHA 5' FOUNTAIN M 1 WAL c2a � -- M z � bA lE N Z PAVEME c .t N CONCRET WALK 132.5' Cyy BK c2.1 cz. "WAK ,^ Y z w\( CURB V J X I ASPHALT 1A oa PAVEMENT czs `I CYg m AUNDRY Q) v#O w ~ z STOR E 3 C 8 CHANNEL J _ WI N CHANN 17 � ;Z 2. DRAIN n -- - B DRAIN C2. 20` 26' 18 1 13' a vi �/� Q w FINISH FLOOR 73' \ Q7 O'� I V/ o q EL. 22.50' LE... n p 10' Cs I O \CAAR TMENToTWOSTORYURB 3 C B 0 9HC R35.00' Cz.1 CO ER c .s OURTYARC 15 w o 15 TYARD Ld 1B AVEMEN 2• DRAT AGE CONCRETE WALK 2.5 SITE Uc NG (TYPICAL) 'ip AINAGE 2• �� °f czs EDGE.. x W CU. ®29 C - x W o x 7 T 'L OF Ck C) Ci cz.1 BAR m 5 C CRETE MAID CURB 2 czz 10' CUR IQ z czn 2. O y1 > SIGN cz.t N ING SIDE WAL .� 2 Y q DRAT ;o I w O 23.20 'WALK C� cam. TYPICAL a �7 ~� f� - o o(d I I .CURB 6 CURB ®.29 'o I 3 5' In 4.1 LI L.. I CONCRETE LK 37.5' URB 14 tq t iCORNER cz Or29 4 SIDE O cz.1CURB I. CURB 2 CO ER•c2. cz.t WALK CURB... 2 °> a 'o C2. I WALK C2.1 - c 1 `mil �v ro CURB 14 ASPHAL 1 N WALK Cz.t CURB O n 2. PAVEME Cza N 2 Cfo : PIPE G RD:cz.3 ® N DRAIN EXPA SIO�N:JOINT cz.3TRANSFORMER w AVEMENT 1B PAD PIPE GUARD Q =w i EDGE cza I CURB 29 'CURB R 9 z 29 CURB T ICAL c /. O om `FIRE -4 2.5 � 'CORNER c 5 cz. TYPICAL cz.s CORNER �V � HY ANT 2.4 o p --.- t z z 6 CURB I IY -FDC CORNER 3' + 10 CURB ® 29 a c2.1 .END I I TYP I cgs LD 3 TYP CORNER i QQQQ R cz.1 ` 1 4 CURB z.1 agq��0 'CURB 3 10 c 1 GURB� CURB 18 PAVEMENT o t5' c2.1 O c o y czs EDGE Qj a U 0 20.1b a I �n 50' YP. MAX. -'- R35. a a o WATER ME: R 1 2 a M TEL 6 SIGN LOC TION� DETAIL c2.4 PAVEMENT 27 EDGE c2.s S 89'41'37" E 444.88' REVISIONS x_ r F r, � n O n Q I� I ti I O I N W I I 0 um n W r ' ILL V a i O VEGETATION DESIGNATED FOR REMOVAL. a z C9 BENCHMARK -� TOP. OF CURB: 19.96 X �o � I ii II II II illl II II II II II II II Ii iL II II II II II II IL IL II Il II Ii III -JJ U U U U U U U U o I I o W -� - ► b[OTE S II1. The acreage of vegetation designated for removal equals 3.5 which reflects 100% of the project site. ( es whi I acres, J I p C p ^ p p C I III x 2. The type of vegetation to be removed consists primarily of /`1 lr C 1� /1 I� f\ G L II / Brazilian pepper trees, dense upland underbrush and III sparsely scattered Australian pines. I I �II DRAWN BY: CAD 18Y NI CHECKED: I 9P'1 ISSUE DATE: 12-12-90 r,:.n., "" . , , VEGETATION REMOVAL PLAN C5.I 1. The Contractor and/or construction surveyor shall verify 1 The Contractor and/or construction surveyor shall verify 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction I the elevation of the benchmark noted on construction the elevation of the benchmark shownon..construction plans. Verify all elevations of existing pavement, plans. Verify all elevations of existing pavement, plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and stubouts, and structures before starting construction and stubouts, and structures before startingq construction and notify the Engineer if any discrepancy in elevations I notify the Engineer if any discrepancy in elevations notify the Engineer if any discrepan y in elevations exist. exist. exist. 2. The Contractor is herein advised that "as -built" drawings 2. The Contractor is herein advised that "as -built'! drawings 2. The Contractor is herein advised that ",As -built" drawings will be performed on the project which will reflect the will be performed on the project which will reflect the will be performed on the project which1will reflect the i elevation and location all structures and improvements elevation and location of all structures and improvements elevation and location of all structures and improvements -of on the project. TheSE! "as -built" drawings will be on the project. These "as -built" drawings will be on the project. These "as built" drawings will be utilized by the Engineer to determine conformance of the utilized by the Engineer to determine conformance of the utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting project to required tolerances asset forth by permitting project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established and/or approving public agencies. Tolerances established and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to by these agencies must be met in order for the project to -by these agencies must be met in order tar the project to be accepted for final certification and approval. be accepted for final certification and approval. be accepted for final certification and approval. 3. Pipe lengths shown on the are approximate, and the 3. All construction shall be in accordance with applicable 3. All construction shall be in accordance with applicable plan governing criteria is the intended location of the Florida Department of Environmental Regulation and Fort Florida Department Of Environmental Regulation, Fort drainage structure. Pierce Utilities Authority requirements and Pierce Utilities Authority and St. Lucie requirements and specifications. specifications. 4. All construction to be in accordance with the Florida Department Transportation St. Lucie County 4. No field changes or deviations from design shall be made 4. No field changes or deviations from design to be made of and/or requirements and specifications, as applicable. without prior approval of the Engineer. without prior approval of the Engineer and the Fort Pierce Utilities Authority. 01 00 5. The contractor shall coordinate service grade and location with the building contractor. 5. The Contractor shall coordinate with the building Contractor on service alignment and grade. 6. The contractor shall contact the Engineer, the Disturbed areas shall be restored to their original appropriate Governmental Jurisdictional agency: and all 6. Water main where specified as Polyvinyl Chloride, shall condition. All unpaved and unsodded areas disturbed Utility Companies, at least 48 hours prior to conform to AWWA C-900, pressu re class 15b, DR(18). on Z during the construction shall be seeded and mulched in commencement of construction. 7. Water main, where specified as Ductile' iron Pipe, shall C> accordance with Section 570 of the Florida Department of 7. The contractor shall notify St, Lucie County prior to the conform to ANSI A-21.51 or AWWA C-151, 4nd shall be Class Transportation Specifications. Sod shall meet the open cut work in Peters Road and Andrews Road 52 unless otherwise specified by the utility having requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. right-of-way. The contractor reponiblfor nr isse jurisdiction or the Engineer. M Cc construction in accordance with the permit, which will be 6. Materials for roadway avin& drainage construction shall obtained by the Engineer. B. water main shall be blue in color or have the words"water for the meet applicable requirpementg s for roadway construction as main" printed permanently in blue on three sides outlined in the Florida Department of Transportation 8. Gravity sewer mains shall be polyvinyl chloride length of the pipe. (FDOT) Standard Specifications, latest edition. conforming to ASTM-D 3034-74, SDR-35. iron, body, 9. Fittings shall be cast or ductile standard 7. On -site striping shall be 4" Yellow traffic paint (Type 9. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A211.11, Class 250, Q T-1) in accordance with the Florida Department of conforming to AWWA C-120 and ANSI A21.11, Class 250, cement lined, and seal coated. Transportation Standard Specifications for Reflective cement lined, and seal coated. 10. Gate valves shall be Mueller Resilient Seat, Kennedy Traffic Paint (Section 971-12). Off -site striping shall Den -Seal or approved equal. Valves shall conform to AWWA be in accordance with the Florida Department of 10. Sewer lines shall be laid on undisturbed ground, or r Transportation Standard Specifications for Reflective ground compacted to 98% of maximum density in accordance C-509. Traffic Paint, the Florida Department of Transportation Uniform with AASHTO T-180. Backfill shall be compacted to 988 of 11. water lines shall be laid on undi8turbedl ground, or ground Traffic Operations Standards, and the Manual on maximum density in accordance with AASHTO T-180. The Traffic Control Devices, unless otherwise specified on the contractor shall submit certified density tests on each compacted to 98% of maximum density in accordance with permits. All striping and markings shall be thermoplastic 12" lift if deemed necessary by the Engineer. AASHTO T-180. Backfill shall be compacted to 98%, of in FDOT right-of-ways. maximum density in accordance with AASHTO T-180. The of 11. Vehicular access to adjacent properties shall be contractor shall submit certified density tests on each 8. Signing shall be "engineer grade", in accordance with the i maintained at all times. Driveways shall be restored to 12" lift as deemed necessary by the Engineer. =r Florida Department of Transportation Standard i Jurisdictional Government Standards or existing Engineer, the appropriate 4- Specifications, Manual on Uniform Traffic Control Devices I condition, whichever is greater. 12. The contractor shall contact the and St. Lucie County requirements. stop signs shall be I Governmental Jurisdictional agency and all utility 30" x 30". 12. Traffic control, barricades, etc., shall be in accordance companies at least 48 hours prior to commencement of 04 CY with the Florida Department of Transportation standards. construction for coordination of any uti'�ities. :Z. Z 9. Concrete for structures, curbs, wheel stops, parking, loading areas, and sidewalks shall have minimum 28 day 13. Minimum cover shall be 36", pipes with cover less than 13. Traffic control, barricades, etc., shal� be in accordance of compressive strength of 3o00 psi. 36" shall be constructed of ductile iron pipe or concrete with the Florida Department of Transportation standards. CK to. The contractor shall notify the Florida Department of encased. 14. Minimum cover shall be 36", pipes with cover less than 36" 3Transportation at least 48 hours prior to working in their 14. Disturbed areas shall be restored to their original shall be concrete encased or be Ductile! Iron Pipe, unless Z right-of-way. Permits (to be obtained by the Engineer) condition. All unpaved and unsodded areas disturbed otherwise directed by the Engineer. 0 will be required from agency prior to construction. during the construction shall, be seeded and mulched in 15. Disturbed be restored to their original < Ln n H. All areas of fill, limefock, stabilization, subgrade, accordance with Section 570 of the Florida Department of Transportation specifications. areas shall condition. All unpaved and unsoddediI areas disturbed etc., shall be compacted to a minimum of 98% of maximum during theconstruction shall be seeded and mulched in ZZ density, in accordance with AASHTO T-180. 15. Existing utilities shall be field verified and protected accordance with Section 570 of the Florida Department of by the contractor. Transportation specifications. ct 12. The Engineer and St. Lucie County shall be notified for inspection of subgrade, ase and asphalt, at least 24 16. Gravity sewer infiltration shall not exceed 150 gal per 16. Existing utilities shall be field verified and protected of 0 hours in advance of subsequbent construction. inch mile/day. by the contractor. 13. Concrete pipe shall meet the requirements of the Florida 17. All manholes shall have Sewer Guard manufactured by 17. The contractor shall furnish as -built information to the Department of Transportation Standard Specifications for Fosroc-Preco Industries, Ltd. (FPUA). Engineer, including loca-�ions of tees,!, valves, etc., as Road and Bridge Construction, latest'edition, Section 430 requested by the Engineer. ci and Section 941. 18. The contractor shall connect existing! lines under the WC 14. Upright handicapped signs to be provided at all supervision of Fort Pierce Utilities Authority only after of handicapped parking spaces, in accordance with the Manual preliminary testing and disinfection has been completed of Uniform Traffic Control Devices and the St. Lucie SPECIAL CONDITIONS and approved. County requirements. 19. The Contractor shall notify St. Lucie County Engineering of 0_ 15. The Florida Department of Transportation approved local SANITARY SEWER CONSTRUCTION prior to the construction of improvements within Andrews 0 cemented coquina shellrock is an approved alternative to Road and Peters Road right-of-way. The contractor is limerock. Slopes responsible for construction in accordance with the of appropriate permit, which will Abe obtained by the aoa 16. The Contractor is to verify all existing stubout I,I 1. Gravity Sewer Mains need to be constructed with great Engineer. elevations prior to construction of on -site improvements. I. care. For all gravity sewer slopes the construction of Blue Coordination with building Contractor is required of the tolerance shall be +/- 10%. 20. Water main shall be marked by the use continuous ci site work Contractor. multi -strand insulated 12 gauge THHN copper wire. cc 17. Aluminum corrugated metal pipe shall meet the requirements 2. Main line slopes are from structure to structure, not p averaged for the system. Any segment with slopes 21. Service taps (Bacteria Sample Points BSP) shall be placed 'valves, 0 of AASHTO M-196 and the Florida Department of exceeding the tolerance specified above shall be approximately ten feet away from gate as shown, 0 Transportation Standard Specifications for Road and Bridge corrected. As -built survey data from a Florida for testing. Following testing and sterilization of ZZ Construction, 1983 Edition, Section 945. Field joints licensed land surveyor shall be required before final waterline, contractor shall place a brass plug in all shall meet the Florida Department of Transportation Sanitary Sewer Certification. corporation stops which were used as BSP's and remove the < Standard Specifications Suction 430-9. tubing and curb stops. 3. Main lines between structures are to be true and 18. Erosion and Sediment Control. Contractor is responsible straight, free of sags or rises. 22. Mechanical restraints tc be used on all fittings. No l't for providing erosion and sediment control using the thrust blocks to be utili::ed within the !system. �O cl 0 latest FDOT standards. Baled hay, straw, and siltation 4. This section of Special Conditions overrides and U barriers will be installed where needed to prevent nullifies any other section of the plans or 23. Where a water main is to be installed near a storm drain siltation of adjacent property, public right-of-way, specification which may conflict with respect to pipe a minimum of 6 inches of vertical 'clearance between wetlands, and waterways. These will remain in place until sanitary sewer construction tolerances. pipes shall be maintained unless otherwise directed by the grassing or sodding has been completed or until siltation Engineer. and erosion are no longer a threat to adjacent property and waterway. 24. Vehicular access to adjacent properties shall be 7- :E < maintained at all times. Driveways shill be restored toy. 0 Jurisdictional Governmental Standards or existing Q U J:Z I I B. ill1. Sep ration conditions, whichever is greater. : Potable water lines and sewer lines (gravity or force 25. All water mains, feed line from the meter to the ibenclud US mains) are required to have a minimum 10 FT horizontal teistedng building, shall at 150 psi for two hours. X, separation. This separation is measured from the Testing methods shall conform to AWWA C-600 requirements. I outermost point of the water main to the nearest (outermost) point of any sanitary sewer line or Allowable leakage formula: structure. There is no acceptable tolerance below the LU 10 FT minimum. 0I. 1:Z 2. Potable water lines and sewer lines (gravity or force LVz mains) are required to have'a minimum 18" vertical 133,200 L Leakage in GPH separation when crossing with the water main always S Length of pipe in feet aoZ over the sanitary sewer line. There is no acceptable D Diameter in Inches ishall tolerance below the 18" minimum. The crossing sa be at the center of a standard length (i.e. nearest P Pressure in psi O joint 10' away). Concrete Encasement, 15' either side 26. Water main shall be disinfected and appr4oved in accordance of crossing, to be utilized where separation is less with the latest applicable Florida Department of than 18". Environmental Regulation and AWWA, requirements. (AWWA 3. Any construction which has separations below the C-601) minimum will have to be rebuilt to comply with the As data from a Florida 27. The Contractor shall coo-dinate the installation of the minimums. -built survey licensed land surveyor will be required before final "meter assembly" with the Ft. Pierce Utilities Authority certification. in accordance with the attached details.: 4. This section of special conditions overrides and nullifies any other section of the plans or specifications, which may conflict with the above stated minimum separations. IN, J _J 25 REVISIONS n .71 DRAWN BY: 1G. AZ)e - CHECKED �11�,4 g� ISSUE D ATeti; 6-1-90 SITE SPECIFICATIONS C 6.1 � B } �I I NOTE: CONTRACTOR TO OBTAIN APPROVAL & Z� I PERMIT FOR THE SWIMMING POOL & EQUIPMENT #tr + PRIME BOTH SIDES 6 INSTALL (2) PART POLYSULFIDE (THIOKOL) SEALANT A� a § sK%•x, k. '�'!` 5'�...q,Y .,F,X a,',xi m '`Nx r �: - 0..1 FOAM ROPE .. �= �..b m. �b.pa� � �t I .Q., � I 1/2" PREMOLDED EXPANSION JOINT MATERIAL Mill 4 µ t • •,} �fi �� :Rdr S'A rAI;aS.�� M6:'R:��"'Y�I.1'�d.�',P ��IiR � ^.. ¢y e9e � p YYT NT DIE A yP . per- 6✓ "� .'41, 4 . �^nk '£.� I ..i+.. }.,. � ,nk d: Via,. eFA.x aR; d A " i � €f.x,r•'�..... „ ., .>....,F•� - .'=R w�r a..7�+w .. -z, �., .. , c . _,. T �.., w.�.6�� $ ,.� u��'.t„kiw iItY�4F,-i-i ,. , ... s ..» �� .. w �,�,n`r. s ,+ .': a = 11 1/4" 0 SKIMMER DECK WATER LEVEL u att.,>v 9. ti. A, w _ 2. A—: PLASTER J a fU ' .: - FINISH N'...�s .. ° 0.,.: 0 • •0 ! .o .. . .l 2" EQUAL- IZER LINE 3 0 0 3" MIN. v' PLAN ` CONC. (TYP.) " AROUND PIPE 0 2" SUCTION a PIPE TO FILTER T z SECTION , c' �' � T � r �l m _ � . " r W SCALE. ;eg°_p' r�, �, . I,aL/ rLt�R.lt76. I-112c� LIG.'T OG Arf,G DT Gi"9 G,I.J Ii✓1M IIJG CONCRETE. POOL DECK NON—SKID LIGHT BROOM 4" MIN. FINISH SLOPE AWAY FROM COPING 1/4"/FT. in ATE LE i LEVE B'-0 �> ai?A TOP OF TILE LINE= di ., " WATER LEVEL AT MID -HEIGHT OF TILE i2 P 1 NOTE: 12' R. (TYP.) UNLESS REQUIRED 12` R. .i OTHERWISE BY GOVERNING CODE i 12` R. 6" MIN (TYP.) MIN. 2'-0" BAR LAP (TYP.)Mm d DIRECTIONAL BALL TYPE NOZZLE t'-6" TO — WATER SURFACE — 45 DEG. OFF -CENTER ADJUSTMENT D.4� FACE PLATE POOL WALL' PLASTER FINISH :: 5ti 7 7f i `JS A ff ^. C «v w k r4 t 1 ZD`. �m&':�TfeFyYi?aw1�M9TSX'Ka(� q IV b ¢§ sue#., �. ��'" "k � T" e z *d g'bcs i " �,x �iF".. "e• g � 6 ]m � � E; ' `� , ro a sx '. „,�, e= � y ;.. � � � bn�e�kr' �F. �'� "�: t 6-e �+:..M,�;* , s 5`,., � =��A Sa 'y� k "�� •{;. fi W 17 APPROVED ELECTRICAL I ��' �� rx�� X st _�r ro'�AYs+,y�r ,�E' � ��"��.` `�:','� „k � A'.• �i'"hN'�'e�t �'a;J�'a x �' GR�UND - ° II .n;. er a'M'ms"•. x,.,r.k .dxi` -K''.. �'+ap'i u'�. .,eb ,.^�u d.:, vv 'vx&s., aft �kT. ;;. ?r i�'. i fi 1/4' $wMR= 12" X 24" PRECAST CONCRETE COPING POLYSULFIDE OR I_,. SILICONE SEALANT 33' BETWEEN COPING e. 14` MIN. WEDGE ANCHOR I CROSS AND TILE & ESCUTCHEON BRACE 6` X 6` FROS'TPROOF A.. \ DECK -- - - 2" CERAMIC TILE. - BLUE W/ BLACK I �� DEPTH MARKERS 8� 8 X6` y. ' C , \ #3 DOWELS Q 36" O.C. CERAMIC TILc �. . . 24 ° i 3' a. p: (4) 04 CONT. II _ #2 TIES 0 2O.C. i • r:.� A T L A q i N i �,.� I`*I... 3 x a jw s 4 �P s y SIR N-9 naAwv+saw:..mAnkTR FY �l e^ ✓f�.�'.h" •rid e ,"� , � � -. _. -.� _ .... .. . ..._. . . ... •SYi.•s r'4. §Ydm h .L"� _fy <1tS ._G 3/8" OPENING- S. 7 SO. IN, 4 FLOW AREA 2 112' SUCTION PIPE TO FILTER (3) #3 EA. WAY ;.•s 24` X 24` X 24` SUMP FILL WITH 3/W CRUSHER RUN DRAINAGE GRAVEL. CONNECT TO 24' S0. GRAVEL FRENCH DRAINS RADIAL TO POOL CORNERS A. �t 1/2' HYOROSIATI( 4IEF VALVE 1 1/2' C TUBE "NO DIVING" IN 4" HIGH LETTERS MINIMUM j � N (-z Q�o .a. L. THE CRAYCROFT ARCHITECTS INC. ) 4131 NORTH CENTRAL SUITE I�w DALLAS, TEXAS 75204 2141522-6060 a DRAWN BY. o,P CHECKED: a.;? MASTER NO. • A/ PAGE: 14- ISSUE DATE:(2/_vq SWIMMING POOL PLANS AND DETAILS NO SCALE SPoL ,O vvv �sva FVFeevw.,r A VVL SIGNAGE PLAN F you>y# I I� .,.4.�L 4aA�s kf1"' q ,. ., +x„.,. 3w '??�'pi a., "F. •'°a.. ?ti' s ,.,,.yJ :.. „i••, R .eb •: r:1. �.' ',. .... :.... 1RL AIICLLLt.IC JCLi L1., LS L' UL V.V L[S l.:L.. S• s , ,: , ..., VJ1:U. PALL lYYf; AND 1HKEAULU UK BOLTI) :r •. ter" .. r - 3� pe�x, NOTE ,.� ... '' _ ,n. .... , . s .x THE MOTOR STUB SHAFT. A MECHANICAL STAINLESS SPEGL 1 ,. ., .: .. �.. � h, .. , v >. Ha L L Y Ii IIED WITH A -CERAMIC SEAT AND CARBON WL,. ARRANGE GAUGES, THERMOMETERS AND FLOW METERS FOR EASY READING. _ #..s x�,�r..,r.u.,,r, �r �0 QY ,''_ r , W........ ' , :. ,�. $ ,. ,^. .. � Abe .. x , - + � i ,^� f r•'4 t:�',. a r %�' r "..: 'c . 9 :W �'. er3..1�.,. .,?ik�o-:'+'d• ._�kM. , N�9`ii... > r.. .:. ,. � 4,h. :�r dk{, as a 6r cfi. :m .. ':: � , x. :S+�' a �F. '.: � a. �b ti., �' }{ _ ��''a '...,�.` n y } 2. ARRANGE VALVES FOR EASY ACCESS. MOTOR SHALL BE MINIMUM 3 HP, THREE PHASE 60 CYCLE, 3450 RPM FOR < �, Fa ,� '?, �/.A�VE � A( l�EI� � f lira E+E o e�I�L.. � , n >.' "`. ;„ � sE �r;'t ��,: � 'r,z, ,. + E 4j }? M T �'Rop (Zn T�(p. �. �,,•' RVIGE ON 120/208 VOLT ELECTRICAL SUPPLY. THE MOTOR SHALL BE NEMA .� ,�,�vI,� , �'..� �.. .� n+ ;::; �� ...'gym il , � � ,�K {�j ,.�Q / �y ,�r�,�,x .., ��.. ;� ; � -' �,�. .,.--:« ", ,,;,.� .-�- -;.dM; FACE MOUNTED WITH. A DRIP PROOF ENCLOSURE AND BOLTED. T'0 A BitON7E-- y0 F.:. �,.. ;.. SIC. G�I...C�3r� ,!/AL'�"��a�, RE'-I�INb�f� MAC( �E 't�,� �i>, �•tLo{�. \/.�.LvL�rJ'. �l!.p,. -* k''� :: d'i .1:, n� 'r�m.•„n :. ;.`'� .;:. ,.. ; � `,;, ,a;-�A�n v � Vic; ;- v. �IJ10h TO b'OLUTF. BRACKET. THE MOTOR SHALL BE DESIGNED FOR OPERATION ,F _ ..___..... r .:., .... v. �e x .�.4R ,,�, i° Ind nNf'.. `b: ,� :. •'�_' •.� � IN 40 AMBIENT AND 'SHALL BI'. FITTED WI PH A THERMAL - Y� �• ��"" �� E. „�:. '_ r �. , �, �� s.ffitx, is �r .r � � �, x� ,:�"°;,,. OVERLOAD PROTLG LHC SELF -RESETTING 'EQUIPPED 2 SETTING TYPE. MOTOR SHALL BE LTH � ,. • ., �. fY DOUBLE E SEALED, SELF L Af � ULRICATING,B L BEAR1hG TIIC Ll, BE RATED FOR 124 GPM AT �...n z _.r .r. €1kx .._ ,r .r „ t ,x 4 . -.:, a pa., ... �.. I. .... ._ �, ». „s,.. ... Y .s. K ..w R` eaaf' .... ,. a:.. r i ; r � .,u:.. ,... ,,. _ ,.. � .' � :, �.. � ,�,. - s r.. ,,. ��. L. ,�_. ,k.„ ,.._» __. ,� � �., '.. '�..._.... .. ,3 ~r. r, '. _ . �s �_-:,•,gym. x�` .r.... _. e. .'� „e,x w . :..... �k�:. .��+�..��t ,. .. �14. , zs, .,_._t�, ,.,.., r< n.�._. >_ �. .. k:�,� .,.-�.,-...ate .. , n.h«� _,.�. ,... -u�w., _ . _ a_�xt• . _ .e' . _ ..9 ,�. ✓ i t s �r L �sfit'+n' ..'aw:. `a 3:3}3• ® 1' 1 1 • 1 • SWIMMING s +N CAL AS NOTED SWIMMING POOL PLANS AND DETAILS Xi ■f,n CON - CRETE-WALK JOINT LEGEND __1 TOOLED JOINT ®' �1111ip�� 1111i �� ti. II 0 17 0 RELIEF MGR, 19 / 101 1 01% i �I VENDING CAI I :o $o 1 I 4�`� 0 Ap EST.. C.L. PARTY WALL 17 19 WING EXPANSION JOINT C2. ALL. txuOLe: LINES CbHowN oN -THrz 110,121 1:XTERI012- c�URiLouNl�l 51t lJALI�S * Op THE 0LJ1L1oIIJG. * _ HANDICAP ACCESSIBILITY GUESTROOM SCHEDULE WING FLOOR 1-BED 2-BED FLOOR TOTAL WING TOTAL HANDI CAPR CONN ECT R A1ST 4 12 16 39 2 6 2ND 7 - 16 23 0 6 B 1ST 4 12 16 37 2 4 2ND 5 16 21 0 4 C 1ST 6 16 22 44 2 6 2ND 10 12 22 0 4 FLOOR TOTAL 1ST 14 40 54 120 6 16 2ND 1 22 1 44 1 66 0 14 TOTAL 36 84 120 6 30 111 2 J , NOTE: i 13 �k -INDICATES ALTERNATE 2SES DOOR TO BE PROVIDED IN 24 HANDICAP ACCESSIBLE GUESTRMS AS INDICATED, IN AUCITION TO 6 FULLY HANDICAP -'' GUESTROOMS FOR A TOTAL OF 30 ROOMS=25%. 112 2 REFER TO 1/A2.1 FOR ADDITIONAL INFORMATION. LA m I 00 * 113 1 T„ FLOOR PLAN KEYNOTES 1. oFFlcE 45T,♦.FP j vt-�Okl RM. FOR ENLARGEMENT SEE DETAIL 1/A3.1 2. TYPICAL GUESTROOM. FOR E141.FARGEMENT SEE DETAIL 1/A2.1 3. TYP. HANDICAP GUESTROCM. FOR ENLARGEMENT SEE DETAIL 2/A2.1 4. ENTRY FEATURE. SEE SHEET A10.4 FOR LETAILS. 5. WORK/STORAGE ROOM. FOR EW.rARGEMENT SEE DETAIL 6/A4.1 6. LAUNURY, ELECTRICAL do LINEN ROOMS. FOR ENLARGEMENT SEE 1:ETAIL 1/A4.1 7. NET 11EE�. 8. TELE. CsMM. ROOM. FPR EWARGEME44T SEE LETAIL 1/A3.1 9. FIRE FXTI.NGOISHER CABINET. SEE LETAIL 2/A10.2 10. F rEFACTES SPECIAL FLUSH THRESHCLL . SEE rEDYLS 2/A5.1, 2/A6.1 is 47/A6.1 11. INSET STAIR. FOR EW,ARG&AENT SEE SHEET A9.2 12. BREEZEWAY STAIR. FCR ENLARGEMENT SEE SHEET A9.1 13. THRU-WALL A.C./H. UNIT. SEE rETAIL 1 C4'A8.2 14. TOOLED JOINT AT (�:) 6'-0• O.C. TYPICAL SEE DETAIL S/�2 • I rt5 15. EXPANSION JOINT AT 24'-C" C.C. MAX. SEE DETAIL S/c2.1 16. SHADING INDICATES EXTENT OF CEILING/SOFFIT AT 7'-0• A.F.F. "- ELSEWHERE CEILING HEIGHT IS 8'-0' A.F.F. SEE DTL. 18/A3.1 17. DOWNSPOUT- SEE DETAIL 1 /A8.1 18. CHANNEL DRAIN TO STORM DRAIN- SEE CIVIL DRAWINGS. 19. ROOF DRAIN TO CURB- SEE DETAIL 5/A8.1 Co, V,:7oL. i evmooNj SEE oTL. 100No•I 2I• RooF vizAW To S'razI`'1 PRAIN - `aE£ CIVIL PIZAWWN . 9 Pc+oL. SNowE-F, - 1I:E{i/MI'I.1 � c�tNEL 17(L�.IN - al 114 1 17 12EP�iZ GI�/It- 1�.�IINt+�S o {�INx-I , Fa�NTPIN- u RI:F1z. I/Mi' I.� 1 z © 14 1.1 3 * 115 2 � 15 18 21 17 9 20 15 14 13 9 17 21 ' � I ro 6 9 17 21 12 � o w z ri o1 r T T T T T T T T TT T 1 .� R.R. __ a i ( 117 2 118 P 119 2 120 2 121 2 122 1 123 i LINEN LAUNDRY � � 1 ---i- TO I 15 ( c� UP ,e 1 STORAGE 154 1 153 2 152 2 151 2 150 Z 149 2 148 Z 147 2 146 1 + �� 1 �� i I MANAGER'S r V J APARTMENT 1 O ELECTRICAL I Q t1__j L o m QE) m IN isaftram 31Z12 1 19) 17 n9 I� 15 14 9 T7(19 917 19 1 18 MAID'S ROOM 10 I��.,� � ICI J " � ��11 _ • � FIRST • •. PLAN n Y ":., n WINGS A • . ° > wz: i F�ta. �a4"Y� �,r' °I�� ,; rzy�'"Fiq� ,..,�.. '`L a .;h p vav y:': �li � x 'M'�°`��'.*C a"4r✓t� y `'3�k��I�fi�n�R%k"t:.i l§�sa"-�.F w �F" Mtt wn s",�M1I k'. :eM. ... ....., ,.. ,..... .. gF ' ...i �v15��'�iil . $ m ,.X. ... r: � , +a^. _:.. .. ,...�. k. . J:... 1 .. .. .i _.. ,. £ e, .., ,. T.'4 .v sw s`v.�.. 3,. 5 b.r �. h... _ ...m? _ „{y.. �'Mtl .Tv6:A64i , { v�T�FFfk" j ,..la'i tl�%a. Yl�a� f „y: ., ,•,: L �r.,v'. yx $j ,_. -. ,,. ,. ., z',5y-i ��'i � v4b, ��*..M '3"F: Y kJ {rn "?;"�"k. �' 3{1.,. ...s: Y .... Yr hkv MY r E.. ._ Y...., • t'_ i .. �.. .: .N Y .. .. ..., t.. e a .. e • >r...'.N A s.. PW.e i.. m.� L., v..n. N., iA r ...:. .. ' !N �.: �: rrN n.... . v. _. .. •: :5 p a. ..e ..... :G .. , % .... vY .: .v a...0 . 4 , ,Y t.. %e +��. .- "r Inl a JW i V ... ,�:-.. A$` 9t. _. _...s�. x y .. ..... ,w N .., .�:.. r. ,._„mJ a^. •. _.:% /� tm REVISIONS 00 M Ln ¢Ww z a � w �CaE� 0 N r- Q 0 U. w w_ LL THE { CRAYCROFT ARCHITECTS INC. '. 4131 NORTH CENTRAL S= 550 DALLAS, TEXAS 7520.1 214/522-6060 PAGE: 1 co DRAWN BY: K•� CHECKED: D.P. ISSUE DATE: Is/3/010 1 FIRST FLOOR PLkN WING A & WING 8 G j f F t y4 �. ..n .. �. ,. .... ....: i .. r „ .s'.... ^' .x. c:::.x .. .! n.,; .. P,. � � , ,:.,=:J,,#.,. •. ,. 4. t, ,..... .-,. .r.: ar m'.r:- > , v. ,.. .x. ,,.,.. re , L..:. ,. i ._t. FN .. ,.;: ,:. :.,.. :. 3< ',r- .r,', .$ar e•' :A.s x rav ,,,'�}, "-: .'.. �a sJ e::, ... -„ � . V,. .. .. .. a. _, p S � do 4 N... A,-.. •. 5y d W .i{,. R:. �.. d,. . ..a. x:. . � 5n li-� .. ,_ '... ,. ,, ... .' a 3„ ,. . . ._. ,. r. >h �..... )„ ,. •: ,.. , j... .. .r-`. .. ,. ,.. :. t ., ,ram" '�. .x '..:. � a�:.t :,, �, .. .. >s« , rs v. ,�.. u - . ..... Y.. ....r. .. >.. u, . .. ,,. ,k- _v .^.,.. y e .,.. a _. 'tr t' a.. p`,r •e .x r.: 1 .o`. tl, ..a .,. .. _ � ,�..r,.....,..,,"w4. 1 17 ,� BALCONY CONC. JOINT LEGEND b 17 `- i - -1 - I TOOLED JOINT. °° 11 D N 00 a. ..-- r ALL SINGLE LINES, EXCEPT DIAGONAL LINES, 4 WORK/ ©" 212 1 SHOWN ON THE EXTERIOR SURROUNDING 19 STORAGE (� 10 �- v.1.corhL-5 oP TNT BuIL.PIN4. 9 EXPANSION JOINT ALL DOUBLE LINES SHOWN ON THE EXTERIOR 211 1 213 2 SURROUNDING eALcoNlho, oFTH1: 8L111_plNy. o -o 16 is =a 15 =o GUESTROOM SCHEDULE WING FLOOR 1-BED 2-BED FLOOR TOTAL WING TOTAL HAND[- CAPR CONN ECT R A 1ST 4 12 16 39 2 6 2ND 7 16 23 0 6 B 1ST 4 12 16 37 2 4 2ND 5 _ 16 21 0 4 c 1 ST 6 16 22 44 2 6 2ND 10 12 22 0 4 FLOOR TOTAL 1ST 14 40 54 120 6 16 2ND 22 44 66 0 14 TOTAL 36 84 120 6 30 FLOOR PLAN KEYNOTES 1. BREEZEWAY OPEN TO BELOW. 2. TYPICAL GUESTROOM. FOR ENLARGEMENT SEE DETAIL 1/A2.1 3. WATER HEATF-R/STOR. ROOM. FOR ENLARGEMENT SEE DETAIL 3//4 4. WORK/STORAGE ROOM. FOR E1+41 ARGUMENT SEE r ETAIL 8/A4.1 . 5. OPEN BALCC NY RAILING. SEE SHEET AIL.1 FOR IaETAILS 6. SOLID BALCONY RAILING. SEE SHEET Alu.1 FOR DETAILS. 7. 1 4, /7'," C:JNCRETE TOPPING CVER W.P. MEMBRANE AND PLYWOOD SHEATHWG. F. t CLNCkr-.TE TL;FPING r1fER W.P. MEMBRANE AND PLYWOOD :'HEATH!N �. 9. FIRE E WO' 11SHER CABINET. SEE DETAIL 2/Al u.2 1 F i)ENJTE, .SPECGAL FLUSH THRESHOLD. SEE DETAIL 4/A6.1 1 V. INSET STAIR. FOR ENLARGEMENT SEE SHEET A9.2 1 ^. BREEZEWAY STAIR. FOR EW ^RGEMENT SEE SHEET A9.1 11 THRUn-'WALL A.C. /H. UNIT. SEE I-ETAIL 16/A8,2 T 1 iLF',W Jf%-,fT AT ( �'-0" C.C. TYPICAL. SEE FETAIL F;°A8.1 u� I & EXP i-,1;5N Jr- ,7 AT 24 -0'" O.C. NkO. SEE rill E� z.1 17 ^� . , .d d did 17 SHAr1, 1 a 19G:� 1CA;TI S EXTFo r LF CEILING/af FFIT AT 7"-1" A F.F. :I ELSEWHERE, F.IL9 1, HEIGHT IS Re-0" A.F.F. SEE CTL. 1d/A3.1 - )WNSPI'°'_"3T- SEE I- ETAIL 1 /A8.1 6 1 rJ. F%,,TRY FEAT;RE. SEE SHEET A10.4 FOR DETAILS. 1 zo 19. s6TTiC ACCESS. SEE DETAIL 5/A8.2 5 209 2 ° e e? 215 2 2`. L(,CATIrN' OF 2 REMOTE CUNLENSERS FOR ICE MACHINES." SEE. `HEIi MP1.2 & ll F(`R ADDITIONAL INFORMATION. Q 6. `4ATER HATER Vei4T51-HRU ROOF. SEE DETAIL 3/MPS• ")r V ; 1 r d� - a Y e g, it d "`�f#-� it 5 13 I IL g c4 I I 2 207 2 b o 1 �, r N ® - - - VI � 03 206 2 o la, l e 'NI d 1, Y k L tx: x d # `N. : Y[ h.. F ✓ d W ;!•.. F -::� +''R : v " "Y ;Y' i 'fi i tvR' i 4I ��r' R{ aid ,{ Y6! d h'A,:. ^. 4+' � 3:, i�'.�,P, x3�,?,.,: i �Id^ .ia,... lu'rwt� :,„. ,a ",�..,,.z.: ��, :vicr.�,. .d :,.. ,k,t:' ,as �r,iH .A. „s v ;�;y. .:^c', r•.Y... ug 13 .y�. t l f' ) d' ! M " .: £FP d ! y '$ „`' r,.( a `*n-i '< m' a -, ✓ u sT rSa +•,ate ,a. 4 `: L a,:' fi- 3- ^` i�"S "�„a.� a & �' A4' xb'A I 9 i i-' d ti += fi 'i" ¢r d t A S 3 :. 21 3 � �� .F � k � ix a � z � "'4 t i xx. �v5�'r? i#" 6 s'�"i � �Y ice. � L 3 U 4 p� l P l�fit d t ta"i `HI.' .:YF S�:• Fv afi F• Yr e ,F I aY JJ r>~. �l YIY �&• ',�iP p Ai Zt� �2v"j i '� r� �u,# � �� 3N"��i�y'xM��"� ; ��: � r�, � x 'FA' �I i4 �!t '8. 5. _ u , f^ % #f 1 "z` ^` / V'�<4T `+�'"w `� 4 P i t ft *ryn'� fc �.. �' fi 9 � � k 4 ..art' k n a,.• J X^ § e i fi a >x 5 T H a + rei" v k, . a N Ci t W rl � J 7 S 3 .rs r��, .r r x a ... .2 .. .. .. snt .. i.. €- <... , ..sue' f. ., . .. a .,.: Ii ... , �... „..... , r ...,. d... t d n , b . y -. ... a ,t yx ,,t� t n ,.yam. , `}, ..:. ,. n .. .. .. ..-h • . e .... _ v a r , w .. rn � ,..... f M1'4)..,.. >. , ,..':... ,. ,. x .:a , ' Y 3� m:. .. 4 w , ,fY` 9' .. . _ ... t �y- '1 .,_... 1 NL r .� .._.r.. ...... ,�, ., �.,_, a�''� �. ..,. ... .sue ,.... h a._..,, r ,:... .?.. ... .._,.. 5-..,,..... f, .`L,..:-v .. ;`�`. ,�"a>,„ 217 2 u 218 2 5 1 51-311 17 9 g -.I I! GI 14 8 15 u I I 9 7 17 I I I 1I F,-oll r - ,r --o 5-0 5-01� 5d 5-0 13 16_._ 1 L''� �- Lj D r STERAGE / / / -~ 1111 221 2 222 2 223 2 224 2 225 226 2 227 2 228 2 229 2 230 1 I 1 / 4 WATER HTR, 1 / m>� 1 � 12 %1 ae��tl. ^":£ w ¢•e ea.§8.,`>°�`' a° o dg, 4,x �e d: • >.. d�rx.°�; I a ^, / LJ � 11 / rW 1 264 1 i li i �z I -y // 1', 263 1 262 2 261 2 260 2 259 2 258 2 257 2 2 66 2 255 1 125411 253 1 // r= � 1, I 1 I u 1 / 1 / la 11 DIN - r / 7 II II I ! 1 II 17131 9 'od I II 17 _ 1 1 P 2 - 12'-Cr _ ,_ m 1 , , C.L. 20 9 132'-60 i 115' H QV PARTY WALL - - 1'-6" �- �ve oyE s .,>. vede d. 266 1 WING B 2ND b • --� i t- -- KEY PLAN r N 101 WING A WING C Q � i m 8•- 17 6 19 17 4 8�_0" 5 18'-9" WING' A 2ND SECOND FLOOR PLAN - WINGS A & B A 1.2 SCALE: 1 /8" _.1'.,- Cd" ......M., .a , .u-., _..:. 4 A1110 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE GSc DALLAS, TEXAS 75204 214/522-6060 r, mworr..:rr..+.r-x-n,n•.nmsmeeM'.ry PAGE: !" DRAWN BY: Kx r CHECKED: V.P. ISSUE DATE: IZ/3/a10 ECOND FLOOR PLAN WING A & WING B iEff 1 k n a,.• J X^ § e i fi a >x 5 T H a + rei" v k, . a N Ci t W rl � J 7 S 3 .rs r��, .r r x a ... .2 .. .. .. snt .. i.. €- <... , ..sue' f. ., . .. a .,.: Ii ... , �... „..... , r ...,. d... t d n , b . y -. ... a ,t yx ,,t� t n ,.yam. , `}, ..:. ,. n .. .. .. ..-h • . e .... _ v a r , w .. rn � ,..... f M1'4)..,.. >. , ,..':... ,. ,. x .:a , ' Y 3� m:. .. 4 w , ,fY` 9' .. . _ ... t �y- '1 .,_... 1 NL r .� .._.r.. ...... ,�, ., �.,_, a�''� �. ..,. ... .sue ,.... h a._..,, r ,:... .?.. ... .._,.. 5-..,,..... f, .`L,..:-v .. ;`�`. ,�"a>,„ 217 2 u 218 2 5 1 51-311 17 9 g -.I I! GI 14 8 15 u I I 9 7 17 I I I 1I F,-oll r - ,r --o 5-0 5-01� 5d 5-0 13 16_._ 1 L''� �- Lj D r STERAGE / / / -~ 1111 221 2 222 2 223 2 224 2 225 226 2 227 2 228 2 229 2 230 1 I 1 / 4 WATER HTR, 1 / m>� 1 � 12 %1 ae��tl. ^":£ w ¢•e ea.§8.,`>°�`' a° o dg, 4,x �e d: • >.. d�rx.°�; I a ^, / LJ � 11 / rW 1 264 1 i li i �z I -y // 1', 263 1 262 2 261 2 260 2 259 2 258 2 257 2 2 66 2 255 1 125411 253 1 // r= � 1, I 1 I u 1 / 1 / la 11 DIN - r / 7 II II I ! 1 II 17131 9 'od I II 17 _ 1 1 P 2 - 12'-Cr _ ,_ m 1 , , C.L. 20 9 132'-60 i 115' H QV PARTY WALL - - 1'-6" �- �ve oyE s .,>. vede d. 266 1 WING B 2ND b • --� i t- -- KEY PLAN r N 101 WING A WING C Q � i m 8•- 17 6 19 17 4 8�_0" 5 18'-9" WING' A 2ND SECOND FLOOR PLAN - WINGS A & B A 1.2 SCALE: 1 /8" _.1'.,- Cd" ......M., .a , .u-., _..:. 4 A1110 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE GSc DALLAS, TEXAS 75204 214/522-6060 r, mworr..:rr..+.r-x-n,n•.nmsmeeM'.ry PAGE: !" DRAWN BY: Kx r CHECKED: V.P. ISSUE DATE: IZ/3/a10 ECOND FLOOR PLAN WING A & WING B iEff 1 8•- 17 6 19 17 4 8�_0" 5 18'-9" WING' A 2ND SECOND FLOOR PLAN - WINGS A & B A 1.2 SCALE: 1 /8" _.1'.,- Cd" ......M., .a , .u-., _..:. 4 A1110 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE GSc DALLAS, TEXAS 75204 214/522-6060 r, mworr..:rr..+.r-x-n,n•.nmsmeeM'.ry PAGE: !" DRAWN BY: Kx r CHECKED: V.P. ISSUE DATE: IZ/3/a10 ECOND FLOOR PLAN WING A & WING B iEff 1 -11 9. a ia a A f �,." rd 3 no 01 El O ING A maw r ROOF PLAN" - WING A & WI Ai,3 SCALE: 1/8"=1'-0" �n � .�. n J ��d r%�>• n a ,ram; ,. a � ^ � � ors `,m , �,� s BATr J►JSULATiot4 OL,LO t Tr ,Li M�M� ��un �> wh��AT�{. Dual ROOF PLAN KEYNOTES r ? Me�y/ �uTrr�?I4Nf —rIGFi l• 1. CLASS "A" COMPOSITION SHINGLE ROOF @ 4:12 SLOPE. 2. SIMPSON MODEL #2645 GALVANIZED ROOF VENT. 3. BATHROOM EXHAUST VENTS. SEE DETAIL 3/HP'j,l 8 GV� HW HWR 4. ATTIC DRAFT STOP. SEE DETAIL 6/A8.2. GWiFIWI�WR r3-:- `, nplN4 5. PLUMBING VENT_ a P�P�N4 6. LINE OF EXTERIOR WALL BELOW. 7. DUTCH GABLE END CONDITION. w 8. GUTTER. SEE DETAIL 8/A8.1. t h 1 9. DOWNSPOUT. SEE DETAIL 1/A8.1 E�-r1z�( FEATuR� , -SEE SHEar A10 + Pr- lt.S. I I WA'�F Hr o-r>=FL v�NTcl THRLJ ?Zak 5>✓E VE7AIL 3/M�•1 a raa * pig 1� 15U{�.�y 5P(uh. fiF' 'yiJt ./ t�i` e W A ALL. MaIkJZ, Vo "�•�� ,°,)r., .�vrift` `" ✓ '. 14P1,0MDI hlaiJ- PIPING IN ATTIC'' BETWEEN WINGS 2 PIPING IN ATTIC SPACE 5 x F 6 x i mod' s, 1 2 _ A I NOT TO SCALE 'y� P y� ,d P t Sw,i`NR0bl'ht. v,. 'Yn"c .k rex i i Y y IJf�IMr('.*!iRy ."J N CrLAa� 1 s i I 4 �tl r ,r c P"I w 1 m � a r i I t rs a r r r 1 J� I t 1 ! .r, Sryy : y 'aY�lrjby'el A4� b I � tl� � ��"-{• � 5� }� "�/. G Y pry, t d `� :✓F'b {�Im1 y p + m•'r +o; y, 1(^ Cq Y \ Y, f ^,"',M yIi"ra' f 14 ia1 'f'�ID �, "5 k Y �,4 T Py��S✓" N q.�{{ '��+ty$4 FW� 3. F-r ;; t � �, ^� e� 3 � "$ i„G ' �•,:Y �+ r �"�Sw�Y, � � �y P� Vk �Ii6P �4'nrrj4,+r P r � � t �: k 3�, ^" 4 n (-3) ca an 'I II ❑ i �I O II ❑ I� I� ❑ II l /�1.3 NOT TO SCALE :`a;ay!y" ,'• £'Ca" r.. t": 1, '' �F'�` ,s gy1 �'�d�`�r`s"`�� "Y"`+k+u-rr�r 'rS ,f,�',,"�'�%`��` � � ,... '). .' ;: r =•r, , ,- _' V" GIs .: � �¢:�; -i .,.s;4s , .�r,� , sk, ys` .�li'*s '. 'r s „ - .+3y I x y Ft r s , .. ,. ..,tY. ._ a N5. _£ ,....4. ..si t ,..:..fi: .: .. i .'fir. .... .... .. g;{mp ,.}� ..✓. .3.. U rx ..ON— ,En t wi* A r $ a W cn' C t Mi' E -� u �d 4 a na . � x ! 4 i x 1�L •iE z �`r` . Jfi n J b a a e *'taa 3s a 19 tJ'£.x 2u. x u_k ,. ✓s 3m _. ..,. L,xrvk^»s �' �`: m$�:" .. Y3'k2%I,A.,"n. r,a �r ,>a%a eaµ.; avd 5� s.�.^Y.k"�n tl3 z�r - _e *' K (a'. 4) (9) (1) (3) (5 11 !� ','mfi 'F',s .H +y€`! e.� ftfiu" °,a.'$m ANo 3 '°frr y'dF p Ir"F oib u NG B. i 5 � 2 t#TAtxnr ff "Y �6sd"" s.'<.n✓ t z^_+ . w. � 2 3 ►I It ❑ ❑ W 0 ❑ ❑ ❑ 0 cc WING B ."J REVISIONS Ic 1i rt� all: � N W N ¢ . y Z a a <r /� W O T O J LL Ww U oC W 0. U. THE CRAYCROFT ARCHITECTS INC. 1131 tiOI:TH CENTRAI_ 5L[TE 5F.0 DALLAS, TEYAS 75201 211522-6060 PAGE: �$ DRAWN BY: t%ip. CHECKED: P.R. ISSUE DATE: 12 3 pia ROOF PLAN WING A & WING B A1m3 I� f t c� 17 133 1 20 i �2^4yrjKwn: 0 all �M �a -_=zli 20 139 2 140 Z ,n�•,� v$ ��n:l �v i^r + A � 4"� � :{��(.Sn rr }�11 r ... .. :. -, S + ' y ..... .% .. .[. ,i ., - Y,. ^''f°a P �Yy, h". .. � ., a ....Y, ,�^.. ^ . n.. r ... .,�"� a.:. ♦ x ........ {{rva" n =$f...{"'. �,. s. �'' Y1 i ., 1, , o,,':'si 6{ Ya ,y ;: 3 `'x. e s.�^wy-. y�-"`�, ✓. �: �z?i"�"-�. '?os��.b� 3.��y �:ka, �. �F h�: ' u�F` s, Ni"tc s`�''',`»_K , k�' d5 » i A ➢ J` Y A A! .� Ah I Ti a � dWY- • � � YP F 5i '� hi�� 'li'. h • m .M ��[[ S i�Y:JC+ y�� y�� d rti-,W �+ii BM'N yy )!5� 444yi i +i'.&t£ TyY6:1. RP GUESTROOM SCHEDULE WING FLOOR 1-BED 2-BED FLOOR TOTAL WING TOTAL HANDI CAPR CONN ECT R A 1ST 4 12 16 39 2 6 2ND 7 16 23 0 6 B 1ST 4 12 16 37 2 4 2ND 5 16 21 0 4 C 1ST 6 16 22 44 2 6 2ND 10 12 22 0 4 FLOOR TOTAL 1ST 14 40 54 120 6 16 2ND 22 44 66 0 14 TOTAL 36 84 120 6 30 2 0 234 z 244 z " FLOOR PLAN KEYNOTES o 1. BREEZEWAY OPEN TO BELOW. 1l' _ W -b 2. TYPICAL GUESTROOM. FOR ENLARGEMENT SEE DETAIL 1/A2.1 I 1 =o I 3. MIXING/STORAGE ROOM. FOR ENLARGEMENT SEE DETAIL 7/A4.1 ' N 4. WORK/POOL EQUIP. ROOM. FOR ENLARGEMENT SEE DETAIL 5/A4.1 1 ® 5. OPEN BALCONY RAILING. SEE SHEET A10.1 FOR DETAILS 1 L23 2 245 2 -- N 6. SOLID BALCONY RAILING. SEE SHEET A10.1 FOR DETAILS. ' Q 7. 1 1/2- CONCRETE TOPPING OVER W.P. MEMBRANE AND PLYWOOD m SHEATHING. D -- I� O 8. 2- CONCRETE TOPPING OVER W.P. MEMBRANE AND PLYWOOD SHEATHING. �n 9. FIRE EXTINGUISHER CABINET. SEE DETAIL 2/A10.2 i 12 i 232 2 246 2� 10. F DENOTES SPECIAL FLUSH THRESHOLD. SEE DETAIL 4/A6.1 11. INSET STAIR. FOR ENLARGEMENT SEE SHEET A9.2 I ��. 12. BREEZEWAY STAIR. FOR ENLARGEMENT SEE SHEET A9.1 13 THRU-WALL A.C./H. UNIT SEE DETAIL 10/A8.2 LA t 14. TOOLED JOINT AT = 6' O.C. TYPICAL e I` d ft O () 0- -� 5 Ee v-r� . �/tea. i � Zr� FI,� � � ` `+ 15. EXPANSION JOINT AT 24•_cr O.C. MAX. - '�� m`' 8/c2.i e- I°ttFLooR 16. SHADING INDICATES EXTENT OF CEILING/SOFFIT AT 7•-0- A.F.F. 21 231 2 247 2 ELSEWHERE CEILING HEIGHT IS 8•-0- A.F.F. SEE DTL. 18/A3.1 �' 17. DOWNSPOUT- SEE DETAIL 1 /A8.1 ' w I i1 �14 18. CHANNEL DRAIN TO STORM DRAIN. SEE CIVIL DRAWINGS. z 19. ATTIC ACCESS. SEE DETAIL 5/A8.2 20. ROOF DRAIN TO CURB. SEE DETAIL 5/A8.1 l� 8 21. STORAGE ROOM. FOR ENLARGEMENT SEE DETAIL 4/A4.1 i Iz ii STORAGE 2 48 1 22. 1YP. HANDICAP GUESTROOM. FOR ENLARGEMENT SEE DETAIL 2/A2.1 0 23. F DENOTES SPECIAL FLUSH THRESHOLD. SEE DETAILS 2/A5.1 • 2/A6.1 & 12/A6.1 r Iu iP 24. PooL. N7R.VNT THRU ROOF. SEE DETAIL i 25, jZ�F bfta.lQ 'To SToKH DKAIN- SEE olAL PK.644INGe,, s � 252 1 249 1 u Y u jt�" f� 14z 1lCN �- I KEY PLAN b 4- -' WING A WING 20 17 17 6 •- 19 17 a 8 4 8 -Cr-0" �8•-�. tT-wx d uy w'3 ,k.mC� aq f Y '®h ° ,, *x cr •- 18•-� 18•-� t,rC - m •- ..tY. wg 1 ST - ,J I�� ooR E LE�/A-jlol� = 22. 50� WING NG C 2ND rvr z dr 4& N WING B -OOR PLANS - WING C .Y5 C9 .J REVISIONS ww^^ a� M ¢o W W W a�z O QV�° � a t Q �H 0 N 0 O LL W U W n ■ U. illro THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE �i5o DALLAS, TEXAS 75204 214/322-6060 PAGE: 19 DRAWN BY: 4,o, CHECKED: G.Fl ISSUE DATE: 12./3/qo FIRST FLOOR PLAN SECOND FLOOR PLAN WING C Al 04 ' l As.2 l I l Aa.2 aa� � a A { N 0 ❑ O ❑ 0 WING C 0 LE ROOF PLAN KEYNOTES I. CLASS "A" COMPOSITION SHINGLE ROOF @ 4:12 SLOPE._'` 2. SIMPSON MODEL #2645 GALVANIZED ROOF VENT. 3 3. BATHROOM EXHAUST VENTS. SEE DETAIL /MFj.I 4. 'ATTIC.DRAFT STOP. SEE DETAIL 6/A8.2 Mm 5. PLUMBING VENT. - 6. LINE OF EXTERIOR WALL BELOW. 7. DUTCH GABLE END CONDITION. 8. GUTTER. SEE DETAIL 8/A8.1. 9. DOWNSPOUT. SEE DETAIL 1/A8.1. lo. 1000L -THIS ick=)F -E PB rAilr 3/NIpS, J i REVISIONS �^ W Ic 00 w �^N �Qr �x Q x oQx � [- .r O N T 0 m O _J LL w U w L.L ■ LL THE CRAYCROFT ARCHITECTS INC. 11; 1 \ORT C'E.ATF_lL 1--)ALL-1S [ lK,%S ;204 214 522606(, PAGE: 'Zo DRAWN BY: p,l? CHECKED: ISSUE DATE: IZ/3 qo ROOF PLAN WING C A1.5 S 34 29\II 28 - 30. 36 GRAB B SEE DETAIL 78 ANOTHER (2) BED GUESTROOM. LrSJ Lr15Y ylu.(j'o AR BEHIND ALL SHOWER (TYP.) 31. LAV, COUNTER OUTLETS ON OPPOSITE SIDE OF WALL " 8. WALL MOUNTED DOOR KNOB BUMPER 27 % - 26 3 & 5/A10.3 79. DUPLEX CONV. OUTLET IN OPPOSITE _ - 9. 5'-0" DIAMETER CLEAR FLOOR AREA 32. NO NOTE SIDE OF WALL. WHERE (2) BED manGUESTROOM IS ADJACENT TO : : :.I _ ---- *10. KEYWAY 401 SERIES SHELF & POLE 33. CORNER SHOWER & SHOWER ENCLOSURE 2 0 ANOTHER (1) BED GUESTROOM. � 34 18 m m : v KEYWAY 859 SERIES AT HANDICAP WITH TERRAllO BASE Y -' �• `° N N - z "' 80. NO NOTE 34. CORNER LAV. COUNTER SEE DETAIL 81. NO NOTE 11. TOWEL RACK OBE HOOK 11/A10.3 p0 'I� • MAX 3'-4" 13. 12. SMO E DETECTOR ALL MOUNTED 35. HANDICAPPEDSHOWERENCLOSURE 82. LIGHT FIXTURE W ), A 3 6 =Z ..,;-,.,,a I„m ,, �u, ,k" s ,sl•' �.,,.. - K A W TED SEE DETAIL /A10.3 �� H F. ? 4'-0" CLEAR. ? $ r 4 Via" ��` 36. SPRING LOADED PULLEYvs 83. NO NOTE a6 :� �, n CLEAR SPACE 14. SHOWER CURTAIN ROD mz a � A"' +� K '� > u ��I �`s��1 ,m� � �' ' ,�s. .� n 84. NO NOTE xk 2+...,`,` ",."' �" .N 8 ' i7"-fit .a c" xi " x a,.n' 15. ADJ. SHOWER HEAD F +70" •37. DRAPERY TRACK 85. EXHAUST FAN IN CEILING I6. 24" TOWEL BAR �W ,'s 38. SLOPE 1/4' :12 TO DRAIN HANDICAPPEDF�x rR� P`�°T17 HANDICAPPED -�• (�^•�d,9BATI �� I pANDI��..`rpAl""I�pEEr" RA�S3 �� BATH 17. NO NOTE r86. VENT &/OR EXHAUST THRU ROOF a3 1 5 �N � ERIOR EL_ W''�A n lON 1: �- IN 3 ERI" R ELEeI." A [ ION � � � N ce�ERI°A,.'R E6 E��Tjo N 6 INTERIORELEVATIONON 18 TOILET PAPER HOLDER 40. THROUGH THE WALL A/C UNIT 87' A/C OUTLET Q c .-- .�.�,,.,.,. SEE 2 1*.d -� n e n n a a, n nenDETAIL 10/AB 2 "*88. HEADBOARD .1 A2. (SCALE: 3/8 = 1 -0 A2.1 A2.1 SCALE: 3/8 = 1 -® A2.1 A2.1 SCALE: 3/8 = 1 A2.1 A2.1 SCALE: 3/8 = 1 -0 19. No NOTE Oc `�+' 41. NO NOTE40 p 20. MIXING VALVE * ITEM 1, 2, 10, 37 & 88 FURNISHED SEE 52.1 FOR LOCATION %xH E 52.1 FOR LOCATIONL .1.i r�: " �,� Ifi 42. 5/8' PLYWOOD END LAVATORY SUPPORT BY OWNER, INSTALLED BY GENERAL HEADBOARD & NIGHT STAND „,,,,, a E 2, SOAP DISH V '� .:,fl,,:a+... a,,,, mom AND APRON CONTRACTOR INSTALLATION PER ELEV�5 PLUMBING WALL z Q Z p 72 v� 72 ot.- I 11 11 =O 82 31 31 3 -- FACE OF WALL LINE �- HEADBOARD OR � d NIGHT STAND z p - Of.a N 1" X 3" CLEAT FURNISHED, 3 T• _ - a' - WITH HEADBOARDS & o a BED r7E1 ° BED NIGHT STAND I #12 F.H. WOOD SCREWS � V cm Ara C- PASSL 1--- SEE WINDOW SCHEDULE 53.1 O 40 4 OA 40 HEADBOARD CLEAT 1" X 3- X 45- LONG INSTALL WITH (3) 3" X 012 FLAT 0.i O --J HEAD WOOD SCREWS INTO STUD F PRE -DRILL & COUNTERSINK (TYP.) 1 40 / HANDICAPPED 2 GUESTgOOM (2) BED 8.2 2 NIGHT STAND CLEAT IN ALL 13 3 1 ROOMS IS 1" X 3" X 20" LONG STANDARD DOUBLE 4 INSTALL WITH (2) 3' X #12 ROOM SEE SHEET A2.1 FLAT HEAD WOOD SCREWS INTO. FOR LAYOUT Z 74 75 77 (1) WOOD SCREW ITH STUDS & BLOCKING PRE -DRILL 11 2.1 12 a L 74 42 WASHER AFTER INSTALL 79 74 75 \ Iol \ & COUNTERSINK (TYP.) SIM. m GUESTROOM (2) BED M the eTYP,r 6 0 z. 9 0 (2) 3 1/2" X tt12 R.H.W.S. 7 GUESTROOM (1) BED WITH FINISH WASHER IN Io 12 INTERIOR ELEVATIONH�, k A SECTION 5 INTERIOR ELEVATION __ ap STUDS (TYP.) 10.3 O n e n��,,dl' a "` " e n �i0�� L- w� A2.1 A2.1 SCALE: 3/8 = 1 -0 A2 11 A2.1 N.T.S. A2.1 A SCALE: 3/8 = 1 -0 - INt�IcATES tacos HArlblcaP l0 15 SEE iR "atI CLE 'L Afi IONS (T] P . ) 27 W o 3 GLE Er -)SA La NMIW. 2q tl ,5 � � 13 14 ( V_ y I 29 � x �� 13 SEE ELECTRICAL 82 23 TOP OF ROD �i) W�I1AJ�• Y2 - a 6 2.1 ow PLANS 37 LE/EL eNArlec - fZEF>;II ¢ = x - a v» 6 1/2" w o¢ I 3 c =o - W 10 LAMP CHAIN o � _ 82 TO BE 17 1/2" �.p 3'-0'* I' -�� i - IN LENGTH 10 �Q - II A6.1 �I 74 76 71 78 24 I� acc o - uo 10 8 om 26 - 1 II 9.. N aZ 31 I I� I I U x >Y 3 pO iI A6.1 �I w 33 w < N - > 82 1 9Ar BED nn m N 111J L 11 31 m i N 10 PO,-O. PLANS POF- LOCA-nON5 I GENERAL NOTES � 1 9 -- 5040 1 j_ 38 1. FOR STUD FRAMING, BLOCKING 8. aIfo 11 3 15 LAYOUT AND DIMENSIONS SEE' 72 FIXED X STRUCT. SHEET S2.1 FLOOR PLA 2. INTERIOR ELEVATIONS FOR 2 HANDICAPPED GUESTROOM 36 (1) BED GUESTROOM OTHER _ THAN NUMBER 5 ARE SIMILAR A2. 1 SCALE: 1/4" = 1e-O" c TO ELEV. FOR (2) BED \ ,Ic GUESTROOM. I \ 3. SEE S2.1 & E2.1 FOR TYPICAL LOCATION OF ELECATICAL WALL OUTLETS SECTION - @ (1)8ev 4A1�?R�M ONLY �¢ a(1)Bev 4LIt5TRc>,M 7a 87 40 rO ao 40 O 1 GUESTROOM {�(1blcap G�T�r'1 oNLY A8 T GUESTROOM GUESTROOM 11 INTERIOR ELEVATION 8 INTERIOR ELEVATION 4 INTERIOR ELEVATION J ?# t A2..-OA21 SCALE. 3/8 1' 21A2.1 SCALE: 3/8"=1'-0" --2.1 A2.1 SCALE: 3/8A a° " 1 {0 � �i �` aY^.�'', a' a � `��^�"' 3""'".t i s �x k '�� n�y��, �,.-m.& x _, .. x 3�c.k•�'�3.`'�`rv. _ � l r 0� 13 3 Y:�3 ,r i �`aS• TYPICAL (2) BED TYPICAL (1) BED io2 ' mW�& 13 GUESTROOM 1 GUESTRO M 2 Vi lI ea� REVISIONS 00 {^J Q o Q G 4n [J Q r1 Qwz (- O Q ¢ �D Q 1 1 CV T' LL m W U W 1..1. • LL THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE GSO DALLAS, TEXAS 75204 214/522-6060 PAGE: 21 MASTER NO: 8/89 DRAWN BY: p, . CHECKED: ISSUE DATE: ` I2 3/qJ TYPICAL GUESTROOM BATHROOM PLANS AND ELEVATIONS A2w 1 F 13 %f a _ �31" CL - ry a/ O / r----r I El I� �I �J U U 2 34 END ELEV. FRONT ELEV. 0 1 KITCHEN 2 KITCHEN 3 CABINET (J I\A t� �� 0 3.1 SCALE: 3/8" =1'-O"I\A3.1 SCALE: 3/8" =1'-0" 3. 1 SCALE: 3/8" =1'-0" NOTE: VERIFY ALL ROUGH -IN o DIMENSIONS. u 19 6wE5 a3.1 L 40 1, 3 37 40 18" DEEP PLASTIC LAMINATED SHELF 35 0 _____________ - i� 38 42 38 41 '1', SEE 1/E3.1 FOR LIGHT - - IW � � �� FIXTURE & OUTLETS a0 \ Eh- _49 0 ; b 24" DE❑EP STIC 10 LAMINATED SHELF ;n o- ------ --- - 10 \ in 1 o `O ^ 18" DEEP PLASTIC b b 39 b p tO o LAMINATED SHELF ------------ - - - o 3rl N��KEY NOTES 1. THRU-WALL AC/H UNIT 29. DUPLEX CONV. OUTLET- SEE ELEC. PLANS (2) DRAWER STEEL FILING 2. METAL CARPET EDGE 30. BREAD BOARD OVER DRAWER CABINET UNDER TOP I --+1 3. REGISTRATION COUNTER "PER SHEET A3.2 31. LAM. PLASTIC TOP & BACKSPLASH (FORMICA #385) 4. NIGHT REGISTRATION WINDOW- SEE DTL. 3/A10.2 32. KITCHEN CABINETS PER SHT. A10.2 PLAS. LAMINATE TABLE TOP I 5. 12" WIDE SHELF W/ P. LAM. FINISH -REF. 17 A3.1 33. GARBAGE DISPOSAL 29"X58 1/4"X3 4" ATTACH LJ / TO CLEAT W/(2) 8X1 1/4" 6. PUBLIC PAY TELEPHONE 34: 220 V. OUTLET RHWS FROM BOTTOM PLAN 7. FIRE EXTINGUISHER WALL MTD. 35. LIGHT SWITCH 8. PULL STATION g - 36. TOILET PAPER HOLDER 1"X1"X26" L WOOD CLEAT 9. FIRE ALARM PANEL ` 37. TEMPERED GLASS SLIDING SHOWER DOOR ATTACH TO 3" CLEAT W/ 10. KEY CABINET -SEE DETAIL 15/A10.2 & 16/A10.2 38. 24" TOWEL BAR (2) SX1 1/4" RHWS 11. OFFICE DESK- REF. 4/A3.1 39. WALL MOUNTED DOOR KNOB BUMPER DETAIL A 12. SHELF TO SUPPORT SAFE 0 36" A.F.F. 40. CORIAN SURROUND AT TUB 2_ 13. FLOOR DRAIN- REF. MP3.1 41. CONT. 5/8" RATED GYP. BD. BEHIND SHOWER TYP. 14. ICEMAKER 42. MEDICINE CABINET W/ MIRROR 15. VENDING MACHINE 43. 1/4" TEMPERED GLASS ® VESTIBULE ATTACH T" L WOOD CLEAT 14 16. INSTALL RESILIENT STEEL CHANNELS ® 16" O.C. 44. ALUMINUM STOREFRONT FRAMING- ELEV. 1/A5.1 ATTACH TO STUDS (2) LEVEL ,us WITH 5/8" GYP. BD. OVER STUDS. GYP. BD. SEE DETAILS 15/A6.1, 19/A6.1 20/A6.1 W/ RHWS. LOCATE LEVEL PARTITIONS TO BE FULL HEIGHT -AT ALL COMMON W/ TOP OF FILING- CABINET 14 � 45. SWITCH FOR DISPOSAL WALLS FOR SOUND ATTENUATION. 17. EXHAUST FAN IN CEILING -SEE MECH. PLANS 46. MAIL SLOT ® DOOR BETWEEN LOBBY & VESTIBULE SEE DETAIL A 18. SHELF &POLE- REF. 1 /A10.2 47. KEY DROP- 2" PVC a iv 19. LIGHT FIXTURE 48. 1/4" STEEL PLATE IN WALL STEEL FILING CABINET I 20. KITCHEN SINK 49. NIGHT BELL FLOOR M 21. DISHWASHER 50. PANEL M (RECESSED) 22. 30" RANGE 51. FILE CABINET ELEVATION 23. REFRIGERATOR 52. BOTTOM SHELF 0 30" A.F.F. & 3 SHELVES NOTE: 18" O.C. VERT.- P. LAM. FINISH INSTALL DESK AFTER CARPETING 24. DRYER 53. COUNTERTOP- SEE DETAIL 16/A3.1 OFFICE DESK 25. WASHER r; �` .„" 54. 1'x3' WOOD VALANCE @FOLDING PARTITION HEADER 26. 4 TELEPHON:77EXHAUEN 55. NoU PINSTALLATI0N 27. VENT AND/ O 56. 150 CFM FAN IN WALL @ 12" A.F.F. 3.1 NO SCALE 128. COMBINATION HOOD, FAN & LIGHT48'-35I. -o° /aL?rI�E ABa�/♦= " 5 MANAGER'S BATH 6 MANAGER'S BATH 7 MANAGER'S BATH $ OFFICE SHELVES i2�-o" 12'- 0" 1r-o" 12'-3" ci 3.1 7'-9" 4'-3" 4'-3" 9'-9 1 2" 5'78 a SCALE: 3/8"=1'-O" 3.1 SCALE: 3/8"=1'-0" 3.1 SCALE: 3/8"=1'-0" 3.1 SCALE: 3/8" } I z lO I© I I I O I O a 0 Z 0 I io 1 io ° _ I CV 0 19 38 42 29 0 o, o V-71- i 35 36 \ _J (V � s TO I LET 1 o TO I LET 11 TOILET 12 TOI LET 3.1 SCALE: 3/8"=1'-0" 3.1 SCALE: 3/8"=1'-0" 3.1 SCALE: 3 8"-1 -0 3.1 / - ' " SCALE: 3/8"=1'-0" F.O.S. '-7' 1, 1-6- "1. 3,- " -7" F.O.S. 15 2 2' 14 15 I I 6• 6. PLASTIC LAMINATE ON 3/4" P iv 31- 41 III I_oil 52 SCALE: 1 1/2"-1'-O" SCALE: 3/8"=1'-0" D - 1X2 TRIM AT HEAD & JAMB- PAINT SCREWS ROUND G HEAD WOOD REWS1 EA. SIDE -SECURITY WDW. & FRAME fm BY OWNER PLASTIC LAMINATE ON 3/4" PLYWD. CUT & MOUNT FLUSH W/ MTL. COUNTER- USE L: SEALANT AT JOINT 0 - CONT. 2X4 O47 4 /_ 5 49 ti o N w CONT. 2X4 I I Ll i NIGHT > REGSCALEIS. WINDOW 16 COUNTERTOP •1 : 3/8"=1'-0" 3.1 SCALE: 3/8"=1'-0" e e 5/8" TYPE 'X' GYP. BD. 2X4 ® 16" O.C. -NON-REMOVABLE FURRED 5/8" TYPE 'X' GYP. BD. FIXED SOFFIT (9 FURRED CEILING ` r SCALE: 1 1 /2" = V-0" • `" 1 8 O MANAGER'S 2 MANAGER'S 2 MAID' S OOM BEDROOM LIVING/DINING 24 '- 5'-8" 8'-0" 4'-0" 12'-0" 3'-10" L 3'-8" 4' 9 o b, 0, I I \ 5 18 L--_ 2 tf) 21 20 oo a• ----- oo CLOSET a3., l]C0Q-- - KIT. A.,3 so 9 17 © 4 17 F,751 1 1 0 A3., 12 0 2 6 00 1O8 J I 00 1 0 ------ BATH 00 N 2 5� 1 T 'I' E TELE.- C� T � COMM. ° 2 -23 7 - I f p II� �► ° n I� __ �--11 m ® .••AM LOBBY ® •© G O o :IIII ill • • II �O �I� y i � �.6L '� kp{ �"�, J 7T �� K%. Ru'L ] �� •d: �� $(�j�` � XT r 41 y • � ., Y l ", ii"u F�h�F�' fN �M 4 h� k � � � 'M�' *�� 2 , �. ,S�• �'' ®® "y..o-^i a -: k�'�,t ,yn.., YIn �+,+' � t -" tr„+,y nos''" �-'.,%.�ti 0 �.j REVISIONS CO Y•J ¢ o a rq N Q � n ¢ OaF.Z Q¢O _ate a a 1 ` O T 0 O LL ON U cr W M - LL THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE Gcc 0 DALLAS, TEXAS 75204 214/522-6060 PAGE: 2S DRAWN BY: L.o CHECKED: b. P. ISSUE DATE: IS/'5/90 MANAGER'S OFFICE & LIVING ENLARGED PLANS A301 W y n y S '� ly^d 'lo ❑cr 3r Z y4 I Y Q _ �ci I Jp QQ W� �o �A�R I�i�.ilTlorts n4— t I -i n, N _ J M 0 0 xap�sxr's,(j�i �r ALL. WOR-I hU9X-AGES l0 6E �o12MIcA # 3a5 Rt-�ENcY 6,I�.rIIJ-ti• {T�(!'-� � �,{ "` �''• n" 'E � tx z �' I hl�" �il. M finM w'}'S� 8 NIA'Z.1.t -t I 1-"Ill I IM ' V 1� R�`� »z "; `� ,^"'' x .'�. " `,+.w- _ 12 ,*SHELF - FORMIOA IG #3e5 -rvp,EtxeS e;,uMRT,�, a> i F.'Jw'.." `"�^3b`F :. u^ w u. w'''x:..,,. s •v"+Tilrz :h'72 REGISTRATION COUNTER PLAN` I IJOTE � PLArJ AGi SHoVJI.I Gi o�pO�ITE r{ArJp GOIJt�ITlohl - roEE I�aB.I polz GouhJ'tE{� L•OG�'rl `, '` Y#�'k °m`r"�.;-i {' {t� '..I� 'd ~s 3,}`$" c'w"' ° - pt k^x'�iJfl "w"'k '�r h� �k'F"�n+z'„"ns'knk 3y.'sgago '"@'y �kt��' c �ia �'y�y�,. �krn �"! it' �?a, <. µre) ^q•^,v,�. £t n�yAA'�,W+'[��,.-0a Y t � w •s ,F„ 'is^ ^.. ,,.: - 5,�,r d j�� L # �""r,�,� y� k. yes", &�a kSl P +, �� ✓e a- r Mary I _ --- -- — T4 I ILL I F REGISTRATION COUNTER ELEVATIONS No"r� : r:_�.iv.-rior! � ��ioW�l I� �o�iTE HA,Jd cohlfll'r ffiffirmmp,x�w V J L REVISIONS ri/ xo ko ao M r, ,.., u% W N < G n k a O O Q Q a C' O N T 0 Ir O LL w LJJ U LJ 0. L.L 0 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUFTE ;Go DALLAS, TEXAS 75204 214/522-6W PAGE NO. 23 DRAWN BY: p CHECKED: p ISSUE DATE: I1-1b u REGI STRATI ON COUNTER FOR OFFICE LOBBY A302 - MTD, @ 7'-0" A.F.F. TO TOP OF UNIT-\ - A"fi-IG A�EsS pANEL � hE1: I*'TAIL G /Ae,'Z IL T r WORK/STORAGE 8 SECOND FLOOR A1,-L jA4.1j SCALE: 1/4 )1 =1'-0" 7'- A R-ASK � ,4111 •� ra 00 fl IN + kA Ln 2 I 2 rIT p LOofL- 3 i 12'-0„ GENERAL NOTES KEY NOTES 1. VERIFY SIZE OF ALL EQUIPMENT FOR PADS 1. FLUSH F.S. SLOPE SLAB 1 1/2"- 14. 4" CONC. PADS ABOVE SLAB. AND OPENINGS. SEE DETAIL 4/MP5.1 15. CONC. CURB- SEE DETAIL 12 & 13/SO.1 2. BASE SHELF- SEE DETAIL 11A/A10.2 16. 12" THICKENED SLAB BELOW- 3. WORK BENCH- SEE DETAIL 5/A10.2 SEE DTL. I(v/SO.1 4. 76" H. DRYER ON 4" CONC. PAD 17. STAGGERED STUD CONSTRUCTION ® END (VERIFY R.O.) WALL (TYP.)- REF. DTL 2/A8.2 SIM. 5. 5/8" TYPE 'X' GWB EA. SIDE 18. A/C UNIT THRU WALL- SEE SHT. MP4.1 2X4 STUDS 24" O.C. 0 DRYER ENCLOSURE. FOR ADDITIONAL INFORMATION. 6. EXTRA HAND 19. FLUSH F.S. WITH CERAMIC TILE FLOOR SEE DETAIL 4/MP5.1 SIMILAR 7. WASHERS a T 20. CONC. CURB WITH CERAMIC TILE FLOOR 8. SINK (DOUBLE TUB) -SEE DETAIL 11/A10.1 9. WORK COUNTER- SEE DETAIL` 7/A10.2 21. KEYWAY 401 SERIES SHELF & POLE 10. MOP SINK 5'-6" A.F.F. TO TOP OF MOUNTING BRACKET 11. SINK (SINGLE TUB) 22. STRUCT. COLUMN- SEE STRUCT. DWGS. 12. STL. COLUMN- SEE DETAIL 2/A4.1 23. 2'x4' LOUVER VENT MTD. @ 4'-6' A.F.F. TO TOP 13. LINEN SHELVES- SEE DETAIL 6/A10.2 24. 2'x7' LOUVER VENT MTD. @ 7'-6' A.F.F. TO TOP 25. (2) 2'x1' LOUVER VENTS @ 1'-6' & 6'-0' A.F.F. TO TOP 26. FIRE SPRINKLER RISER - SEE FIRE PROTECTION PLANS 27. DRYER EXHAUST VENTS - SEE DETAIL -1 /MP5.1 P4rIEL.I'GI"AT FIRST FLca=,P�.. PANEL °62" AT 6ECcRID FLCkPjz No" PANEL 1IAccl" Al F19coT F11.4012- lramql ;'ANEL "AcG2° AT 16$GoOv PL.00TZ a g WORK/STORAGE STORAGE ROOM s FIRST FLOOR h b� 4 1ST & 2ND FLOOR AI, I A4.1 SCALE: 1 /4„ =1 '-0„ ;�,��k+nx' '•' AI.I A1.4 A4.1 SCALE: 1/4 =1 ,-0„ MTD. @ 7'-0" A.F.F. TO TOP 0 OF UNIT _1 m N MIXING/STORAGI SECOND FLOOR SCALE: 1/4 t1=1 '-0" - ^„ pAI lr: LLl p WORK ROOM O 7, 8„ 4, 7„ L 12'-3 it 1'-8!! CN I I N 00 MTD. @ 7'-0' TO TOP OF UNIT 51=' 1elT4 p CTy �r C MTD. @ 7 -0 pp�JeL "6i= ' " 'j'AF1EL",40B2n A.F.F. TO TO P OF UNIT n 2'-2 0 N rL I! F MTD. @ 7'-0' A.F.F. TO TOP PANS L L ` SECURE GYP. BD. TO MTL. AND SUCCESSIVE LAYER W/ LAMINATING COMPOUND OVER ENTIRE CONTACT SURFACE (2) LAYERS 5/8" GYP. BD. TYPE 'X' STEEL COLUMN - SEE STRUCTURAL USG DURA-BEAD TYPICAL (4) CORNERS ONE HOUR COLUMN DETAIL SCALE: 3 =1 '-0" I L (X I 22 13 �r 2 �3� 8„ 6 , - 0„ 4, 8„ 4- 4„ 3, 4 3„ 12'-3" 12'-3„ _ ,_ 12'-0" -DENOTES RAISED HOUSEKEEPING PAD WATER HEATER/ -DENOTES 12 THICKENED SLAB STORAGE ROOM LAUNDRY, ELECTRICAL, LINEN ROOM SECOND FLOOR _. 1 FIRST FLOOR SCALE: 1 /4" =1 '-0" A k I A4.1 SCALE: 1 /4" =1 '-0" I 7 REVISIONS 00 �.. M o r . G � L Qwz a F. O a Q¢o aF � w �Qa W 0 T 0 LL w w U m w 0. LL Jlko THE CRAYCROFT ARCHITECTS INC. 4131 NORT3 I CENCF.AL SUITE $50 DALLAS, TEXAS 75,204 214/51-2-6060 PAGE: 24 DRAWN BY: K ,n. CHECKED: V,P. ISSUE DATE: IZ 3/ la LAUNDRY, ELECTRICAL] LINEN ROOM PLANS AND DETAILS A 401 q-re t-1'EiZbb FLAT;: Glt_nAI ' q'I�117�n I�ZII ALUM. PIZ,aM� = RQX�.. TH1��Ln $a LI VA - PE'c IL GoNc.I 21_ a" 3 STOREFRONT JAMB SCALE: 3"=1'-0" -- METAL Dco� - ALUM. TH2E�HoLfl �5E'j IN rlAr�TIa - / i"^,'+' I P M � �� T w DOOR THRESHOLD: LA lad �,� � �� w � FIRST FLOOR PG�� Y�aLllt'ir� LAUNDRY, Of LINEN & ALL SERVICE ENTRANCES FOOL. F,8S794�VM SCALE: 3"=1'-0" R.O. /1 r�3/II Ltl 31.v11 II.(,u, (d4 N.T,h. N•T•y• 211 i5 64' Em >=1N• FLc�oR LIUC Ml , � ').., T r,. 5 p N • Cxx.., ..s ?s,"05 ,y*"'r�ti"i§L�rte ,sa .. ... _ J :. .v'y:.•' '_"' ay'i sr � `-: r FINISH ,,.•A ROOM/SPACE ,., • • A 1 REMARKS IGUEST... • BEDROOM,■■■o■�■a■■■ a■o��a■o�■ BATH AT ...-� ■o■■■■■■■■o ■■o■ao■o■■ -- - - - .. • . ■o■■comommo ■■o■oa■o■■ .. _ LAUNDRY._ o■■■■ ■■■a■ ■■ ■aa■a■■ ..." v■■■■■■■■a■ an ■■a■a■■ O. ■■a■■■■■■a■ a■o■■a■o■■ • .COMMUNICATION••.. ■■a■■■■■■■■ a■a■■a■o■■ VESTIBULE ■■mmomom■a■ a■o■■o■a■■ ::. ROOM ■■■0■■■a■■■ a■o■■a■o■■ IKITCHEN ■a■■■■■■■a■ a■o■■umomm DOOR SCHEDULE FINISH REMARKS DENOTES FLAT THRESHOLD SEE FLOOR PLANS N0. LOCATION SIZE TYPE HEAD JAMB THRESHOLD DOOR FRAME SOLID CORE PRESSED STEEL.. ALL HANDICAPPED GUEST ROOM TO HAVE FLUSH THRESHOLD O ENTRY, LINEN, STORAGE A O - 2-A�.1 (n MOW. MIXING vL �.K V,c 3'-O'XB'-B'XI 3/4' 5-A6. 1 5 6-A6. 1 1 2 3 4-A6. 1 PAINT ENAMEL SOLID CORE PRESSED STEEL cc O © dLA6EL9 MI O LAUNDRY 3'-S'XB'-B'xi 3/4' 5-A6. 1 5-A6.1 2-AS.1 PAINT ENAMEL SOLID CORE PRESSED STEELSp_LP•GLoI ® 3571r3uLE 0 O 14-A6. �_0956 3'-B'x7'-o' 1 13-4,6. 1 12-A46, 1 BRONZE PAINTED q O aL_EG.. iQoor-'( 31-o"X8'-6'XS 3/4' © 5-A6. 1 5-A6. 1 2-A5. 1 PAINT ENAMEL G LAEEL46M FOAM FILLED II LoU./�cR-(S;LF•GLdmIHal, 1o2�.RM. O CG �P-4Lo51Ndl d3 1T(R.hiTRT 5'-o'xe'-9'xf 3/4' 5-A6.1 5-A6.1 2-A5.114-Arc,l PAINT ENAMEL FOAM FILLED - PAIR w {COOL & I? ">�6M 21_ su n�ol'g � I% ® �' QCo.) 5-A�. � 2-AS.I t INT EI`IAh F_L �vANj r-ILL EIS ` hsLcel� c�, IN coNN cTING @ q I A 2-gj Y(01 Y.1'4 10-Acc.1 IQ'A&, Gt FA' II4_T C-NAMEL 'aoUNp 58AL ED 'SEE 17ETAIL� 'c' LABEL 4 GORE (SELF-GLOhINIa HA1�pIGAP �GGE�a4L 1-ACo.I FLLIGJ-I PANEL hOLl9 © REGULAR BATH 2'-6'xe'-0'xI 3/0' G B-A6.1 B-A6.1 7-A6.1 PAINT ENAMEL FLUSH PANEL HOLLOW CORE 7No.T�` 3'-o'xe'-e'x1 3/8 O 8-A6.1 B-A6.1 7-A6.1 PAINT ENAMEL FLUSH PANEL HOLLOW CORE oL (n O MANAGER'S BDRM / © B-AE3. 7-A6.1 SOUND SEAL EDGES Q OFFICE 2'-I5'xe'-0'x1 3/4' B-A6. 1 I PAINT ENAMEL FLUSH PANEL SOLID CORE O O SOUND SEAL EDGES O 9O HALL/OFFICE 2•-4"XO'-B'Xl 3/4. 8-A6. 1 B-A6. 1 7-A6. 1 PAINT ENAMEL FLUSH PANEL ZOl.lb CORE OO CONNECTING 2'-4'x6'-B'x1 3/4' © 10-A6. 1 10-A6. 1 9-A6. 1 PAINT ENAMEL SOUND SEALED -SEE DETAILS( e' LABEL 45 MtN. FLUSH PANEL SOLID CORE \SELf'GLo�ol�a.) CE O SOUND SEALED -SEE DETAILS " 11 CONNECTING 2'-4'xB'-B'Xi 3/8' © 10-A6. i 10-A6. 1 9-A6. 1 PAINT ENAMEL FLUSH PANEL SOLID CORE Q M4R.o28 r1. !ot-od cro_git ® .-' PRE "PINI%rcG SEE �G1�T10-GJEGTIOfJ SG llJ CLOSE 7- �FE GL0eaTt~ ?J -10 'll'otl G'nal <I $II ® g - ACo. 27 -A(o.l 'A(o.I I-A147' Rh1 EL =LUG 1 PEE: HoL-ot�1 coRE I TELEPHONE AND O NO THRESHOLD PAINT ENAMEL LOUVER OMM NT AT ON RM. 0'-0'x8'-B' BI, FOLDEDOOROD ELEc. RM. ; 2M 16 I ' 1- 911x 1- 4Co.l PAIN"( ENAMEL FLUhI J PANEL BOLL ow � E OATHR..-/ HA 7 !A. ® l4TE1 +iTtZ.RM. u n 3 itG 2'S 1<�'S I /4 1'Aco.l p4INT ENAMEL FLUSH PANEL faoub CORE LABEL �5 MI SIZE TYPE DESCRIPTION GLASS e^� FRAME REMARKS O 5'-0`x4'-0` O ALUMINUM F)4Ep @ GUESTROOM INSULATING GLASS n� (DOUBLE GLAZED) NAIL -ON, (BRONZE PAINTED) ACv.I F09- 1:)ETAIL4+ O 51-oIR,+I-oll © ALUIII INUhI II (Z MGISIS I N4�J LATI 4 L-A'bb 4oLn�t=) ( 'F- i�iJh1T�� ton VIEWER AT ENTRY DOOR ONL FLUSH PANEi1 L loX l'o HOLI nu HOLLOW METAL 7EMP.4LI META FLUSH PANEL FOAM FILLED ,,, O O bcoiZ To FLEP.b 'IINo GOP'113U5'1'IEL"� MATE(ZfHL6 STD>F�A IN -T7.11� AIZsEQ AL'UM . FRAME W/ TEMP. GLASS (�FLL*III Floor / o O r.1D = hINgLE PGTI� r1uERE �No�"+1J o u pw•l� MAIL SLOT (: 17oOR. BETt�IEEN �/E:�TIBULE OFFICE ONLY PAr-TrrloN 0 ISSUE DATE: I2/3 'qc SCHEDULES A 5 141,, Ff 2X8 STUDS AT JAMB-4X6 LINT1 AT HEAD A"', r . � v ,v�s's, '� v STOREFRONT JAMB _ 15 STOREFRONT HEAD A'' A? 1 SCALE: 3 -1--0" :' A6. 1 SCALE 3 1 0 IJOT$ s hg bG1TAIL 3�Arv.I �oR. . i ITIoNAL INFO ivN Im ki,° ' # y,„ 9r„ �5f '�iL.'Skh,��s Na r$''ate +✓kf fr�*';tsi'� _'e,>'�� '1.. s I ffl� CCT: PLAeTER- 1 iITEMi'E1zEb *LASTER STD INd� 3?RIJcTLJRAL pLA-reTYI°C 12414,rr. W. 4'Ix4�(Z"ALJM. 00 UIGa� SHIM Aro REccr�. F-RAf'I Fs 0\_� M ETo L TIz i M N = � GOI�IGEAL� GLOrof12 IKI y g/�ii rc 4%i'I ALuM. FRAME UNbER iHFLESi IGLIb r.. i s . ,sr'- �., DOOR HEAD VESTIBULE 19 STOREFRONT SILL 14 (LOBBY SIMILAR) A'b, I A8.2) SCALE: 3"-1 ' -0" J AIS. 1 SCALE: 3 G. �A , PLASTER 4.`'11PLA,�bHIN(OT ALL A2owNb „�k kG d + .° wA TY . PLA�-TER SToP �iiEAnER- PLI TE1 GSA HEADER -SEE STRUCTURAL DWGS. a -t 3/4X4 1 /2I� V 2X2 cJHAperp m ALUM. FRAME 13LKl.�- 6" FLASHING 3 ALUM DOOR ALL AROUND' aw 2 RET�fu1 AS REQUIRED CjA.L\1AI�IZEP �p SHIM I r OPNG.W/ COUNT�iZ cro THRESHOLD BELOW >u MTL. CORNER D.W. BEAD ALL AROUND (FYP.) (1), GYP: BD. SaALA�4T RETURN TO WINDOW INSULATED (TVP.) GLASS 6Ev L., r4T TYr DOOR JAMB T VESTIBULE 18F 13 YLOBBY SIMILAR) AF.IIAll) A8.1 '<' 0" A5.1 A6 I SCALE. 3"-1,-0" A'i, 2 If r�. 'aXT pLASTEh- FOR DOOR FRAMING SEE STRUCTURAL DWGS. STOP S� (1) LAYER GYP. BD. 2 I7ooFt y�JE:�P. roC_ALANT SHIM AS REQ:D 112' ALUM. THRESHOLD 8 FLASHING ALL —.BOTTOM OF DOOR SET IN MASTIC,TYr, AROUND OPENING RE'TLABOVE ;PUSOP OF :ONC . C 1'eMl�o i4oco - r„ ') v41 S J izN Y MTL. CORNER D.W. VINYL COMPOSITION R BEAD ALL ABOUND (TYP.) TILE o ¢ \ Q ui > — �NALJLA-reP GILeAcvS ,z,,,a— ti ifr-4 s ky'I�f iL lr :. BEND METAL FLASHING I' INSULATION UNDER THRESHOLD a�rs ,. bUALt: 3 -1 -U DOOR THRESHOLD 0) VESTIBULE SCALE: 3"-1'-0" 1 3/8' SOLID WOOD DOOR 8" TYPE P BO IM SPACE TAL DOOR FRAME TH WEATHERSTRIPPI DOOR EDGES FOR UNO SEALING 3/4` SOLID CORE OD DOOR ,Nd METAL DOOR DOOR FRAME PLASTeiz- 5"roP Ga z 0 0 0 2 2-2x4 TRIMMERS (TYP.) ter• _ P( A`'TER. (1) LAYER GYP. BO. 10 A5.IT !(,ALE_ 3--1 ,�,_' AA)2�1 AB..1 _I�Et ALA. �°'�� '-�" WOOD DOOR i 3/B' SOL M CORE - - 1 3/4' SOLID CORE WOOD DOOR METAL DOOR MTL DOOR FRAME Wi i/��OdJT WEATHERSTRIPPING FOR SOUND SEAL TOP AUTOMATIC DOOR ALUM THRESHOLD AND JAMBS BOTTOM DECK BEYOND SET IN MASTIC - CARPET EDGE F1_-M4o t IS4- A 7/8'x6 3/4 NET HDW CONC. DECK VINYL COMPOSITION TILE THRESHOLD STAINED CARPET AND PAD AND VARNISHED _ �.... •' _ -ate r _ r 0 BEND FLASHING UNDER THRESHOLD dj 2X6 PLATE AND PLWO SUBFLOOR (2NO FLA OR THIRD FLA ) DOOR THRESHOLD 4 2ND fELC IwNC .) 4 5To E M(XI�4 �ToRK/yToR. IeITR.IiTiZ T �A5 1 �- A SSA°_ 3"-1 -0 , asp t= .4.,. ... ,, . f�, AI.2 AI, a�,T, A8. 1 SCALE: 3 HEAD OR JAMB FRAMING - 4 3/4' X 3/4 WOOD FRAME - 8 __ ji NTL �E3 3/4' UNDERCUT FROM FLOOR CARPET AND PAD -,;,ALL.: J -1 _ DOOR DOOR FRAME T f r• 2X4 STUDS ---- 2X6 STUDS GOW4ER bUALt. ; -1 d I 0. Aldr' I ' AN _ I I bL.ALt. 3 =1 -U \ I I" ' ! AM -I J n�'ALr. �_- . a - as FILL OPEN ENDS OF THRESHOLD 6 DOOR FRAME -- 5/8' TYPE 'X W/ CEMENT GYP BD W.R WOOD CASING PREFIT DOOR AND FRAME SIM . ) METAL CARPET EDGE RESILIENT FLOORING sea.L.auT 5/8` TYPE :X' GYP. 80. 26 GA. G.S. � 1 FLASHING CONT. nnno Tuoccuni n m v LUr f - THREE{ O Lp (PCP1Wo Ico%)SrmT Ir-j rlAd f, SF_ALA.NT MTL CARPET EDGE BEND FLASHING UNDER THRESHOLD PEMk_,o �t105 A tvca� a07TOM �4EEf RAMP CONC METAL DOOR WALK 1 12 MAX. NI ALUMINUM THRESHOLD o T S IN MASTIC- LL i v M V-0 4 2;q A,�� H.ANJPIGAPPE !Q"tirl� ICE .:.0 . BEND MTL. CDNC. FLOOR FLASHING UNDER SLAB THRESHOLD ° iNSUt_rtTiON GA j GARPcC-04E PE1� FINISH rxNEPULa D 0 0 R FHRF S H 0 L D FIRST FLOOR IH . ACCE ABLE ROOMS I I SCALE: 3`*-i'-C SEALANT FILL OPEN ENDS THRESHOLD 6 OC FRAME W/ CEMEN 26 GA. G.S. FLASHING CONT. (SEE DETAIL)-\ 1 ALUM. THHESHOLD (PEMKO WOO A) SET IN MASTIC +ITL. CARPET EDGE BEND FLASHING UNDER THRESHOLD 1' INSULATION r} w !e_!u CRAYCROFT ARCHITECTS INC. 4131 NOR'II-i CENTRAL sunE *Go DALLAS, TEXAS 75204 214(522-6060 DRAWN BY: pr CHECKED: oP MASTER NO: 8-86 PAGE NO: 24D ISSUE DATE:IZ/3/qo DOOR AND WINDOW DETAILS Atj V n .. .. ..e. < , N;m A .,. ,ON vym `4,ak ';r. r fl « +v i, a..... .... ......�y.........? ........rl.e,.1.,....,...,5.:...._.,.....r.,n........r.n.,� S...a...e.... x.. .._.f. e. M . s: a, .e... .. .v , a.::e _,.. R r, i r.r : 2.h.. ....w..♦ .+. ..i.... .. 41 .. ... .,.-. ... E_:.,}, <. ... - .se I s. 5 ',.: �. h. "�'., k! ..r} 5.. - .. _..}. 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'., ,. ,: s. a.A. ,.} a 3r , ,a. � - <_4 a ,..... .: e �,. ,_. .. .. � ., ,,.. .. .. ,,.. r re - « ' z .:'�., x1" L..4x"�x..:__.:�, �. �:iN_3�`. mk�.u� �. .,.. ,._ t a+..r... <,)su�' w<:_ .a✓�ASLIrv..id—i ttdu.�au .�rvr,,;,+�._ ., :�._pu�,nm x. ..... ,.Y .._ . _ ,�.-. >, a _ _, _ uw..l:d .. _ ... :rc�,� .�. " a '}FssNs ry fh y igw,C �Y 3.1 4GtG 'C rawaeFir g V V, rt Y Yy i ati �ix S>s �i"« 1 'h 4 l" 1 n J AM� v 3 3:' a m: SOUTH ELEVATION NORTH ELEVATION SCAT F- 1 /8"=1'_(Y' m23 SCALE: 1 /4" =1 '—O" KEY PLAN SYMBOL MATERIAL COLOR O PORTLAND CEMENT PLASTER CLOSED BALCONY RAIL SEE PROJECT MANUAL ODOORS SEE PROJECT MANUAL O FASCIA, DOOR TRIM, OPEN BALCONY RAIL, GUTTER, DOWNSPOUT SEE PROJECT MANUAL OROOF j215'(i� l3RaWhJ voi NOTE: k-W t'"xS'.. "'it•� ... MITER ALL SPLICES 81 CORNER CONNECTIONS OF FASCIA 5/8 PLYWD. MIT ROOF SHEATHING— tr $ (1) LAYER 15 LB.�� FELT UNDERLAYMENT 2 x SHAPED CONT. SHINGLES 411x �' 22 4yAUyE AAL�. ' ...... ou-rtm W/coNT• \ . ,�IRe MESH 5cREEN -- �SEcuT� To'FAScIA� 1 7 I Gol•l r MTL_ IoLAS77EI2 STor PLASTER oIJ MTL. LA-rH oN SAII TYQE I)4' 0)R 614EA71-IN61 2 x 8 DOUGLAS FIR SHAPED FASCIA i"A ��a raeyrkn�ir� ,,4 4 EA SCALE: 3'-1°-O" �W 12 ROOF TRUSS n �"'y�ar ��1� '•t i.,. jj, � sa .,�"�, "` r a'•,� x'' E �. '�� w �F"yw. �' YY s� P"fy+lyry "Yv g a 4 C ;.'a8,a,..,�* .i i".r:e h •°„Z��+,,,,:C aa�'.. 5 r�: S'x" :'�5'.?i t`S,. .'', t.Qa.3Y " y:aa y'afi' mF''a{;u,i AN ,�"�i, ''}:.. `'+ st yi.��+','•,�+�,i',n'`.14d:i}r»rYtf�k��z:t r $(a.. FABRIC FLASHING c\j Q 1 xtF P>`R,s m CDm t RUN W.P. MEMBRANE h co — UNDER ALUM. EOGE T Q n En a z I .063 THICK CLEAR ODITED a w EXTRUDED ALUM. EDGE USE ALLIGNING CLIP AT BUTT i I I JOINTS LOCATE JOINTS a AT 12'-0 O.C. AND PAC ,. TO OCCUR ON E.J. Ld �n (2) 2x8 CONT. co -. BAT. PLASTER old MTL. —�.. LA-T)-I otJ 5/p,'1 T(I�E Ix 1 GoN-( M?L. PLASTER- 6Tof' (: Yr- c-A4EATli I NG 4 7 _ _ 3ALCD Y EDGE DETAIL ° SCALE: �«'L TOOLED JO_rNi 2' CONC CONC. DECK Q `' WOVEN WIRE - SEALANT fF. m a MESH, CENTERED } . BACK-UP ROD N.P. MEMBRANE ��Ji~9, JOINT FILLER .air it 'a,K EXTERr-OR GRADE Y yr' PLYWOOD IMAO TINT EXPANSION JOINT DIN 1�.A�. I DALCCNY � � e �;CALE: 61ALF SIDE AI, I A 1, -2 A I"4 SEALANT o,/ER Ur-k - UP Roo � SPILL THRU FACE OF 1 11 S L 0 P E �1HT PI L LESR CONC. CURB TYP. /4 r '111� uu t- riiiiF ,•5.:,., ZSAND-v Q 311 MA. PL ' PRAlrI Pile FRoMI SECTION 'A'A' LbWN6PoLkT �... '. �• e. ... a a a� 0,a r% w-a A T L I s - ® A -7- 'r—° r-% I I— A r-a r" F% OM 1.1 A v 11 2 x 4 BLOCKING L.A 4-rH ROOF TRUSS ER oN 'MTL. -BATT INSULATION 611 -Type Inl � —� 5/8" TYPE `X' G.W.B. �C a (2 LAYE R S ON C L G. ) A e1 SCALE:34-f-O" IX-r, PLAO'rER oNl — MT L . LAc,TH 311 IL& GA. Ca,g, i ll° rocRC-eo Sy G,upElzlorZ ELASTOMERIC SEALANT FABRIC FLASHING n, w � 5i8° EXTERIOR GRAD PLYWOOD 26 GA. G.S. FLASHING SET IN PLASTIC CEMENT C01441- FLOORING SEE SCHEDULE SECOND FLOOH 7 FINISH INIIIIIIIIIIIIIIII ELEVATION ' h BUILDING PAPER OVER 5/8" PLYWWOU FLOOR SHEATHING �2xtO FRAMING MEMBERS -- 2X10 BLOLK[NG 2x10 SHAPED BLOCKING �— 2XtO SHAPED FRAMING MEMBERS I EEE�c-r PLA67ER oN M'rL. 5/8" TYPE "X" G.M.B. LATH oN S/sII 'TYPE x' 4_(P SHc-ATHIN4 3 _ BALCONY CONNECTION DETAIL AS i AS. I SCALE: 3"-i ° -O" eXT PEAS?ER 0r Me I • LA-7H 311 2ro CIA • pRiP Q ScFZt—s 6`( 6upe-I21012- No . J - S� 4 o o 4 GONC . WALKWArY SAND. SEALANT (OBL. BEAD) `tk A CONC. SLAB, SEE SrRUCT. FIRST c, nna O: 26 GA. CONT. G.S. FLASHING 1" PERIMETER INSULATION (R-4.5) TYPICAL EXTEND TO BOTTOM OF FOOTING T FLOOR WALL BASE ZIlA& 11 224AL4F- CaAL/• W RE MA/ NT. SGCCEN PAINT To MA74H i:AFvA) PLASTBRR ON MTL LATH aN �6" tYPelx' G'(P. SHEA-fNINGI — 31x4j122 GAGE 4-01 V, powNSAOLrT - 5tE /e,i1 DUIL01044 PLAne Fop- LacATlaNrc— (rAlrT Ta MATGFI 6LP4 -S-<TERIoP- v�ALL A��MaLY FIRE "-rlNA - 1 HOI.I(L 45C TA15LC-S 31cd,.2113k.,z8 vi sICo. 2G - INTtMIoiz. v-{AL-L A55EtN16L`( FIrlE 9ATIN4- 1 F{oL7R L!•L•� U3o5 -PLoo12/cEILINGI AShEMk�L•'{ PIi�E RATINCa - HouIZ -IZ00F/GEIL.INCq Acv�,EME�L-Y Fib IzA'T1N4- 1 HPLlIz I,G.iS,o, �E}bRT No. Ito32 A(•I AI,S AI.2 Ai,l 1, 4 SHINGLES A ROOF SHEATH IN r ROOF TRUSS 12 a'-o"A.F.E' (P,AIr4rTo MATCH ELar,-) �Ro�/117E raQUpiZE % RoUIJp TizPN�ITIoN SEGI�IEtJ-T---� SEE CIVIL DWG'S. EXTERIOR BATT INSULATION 2-LAYERS OF 5/8" TYPE "X" G M.B. AT CEILING ExT PI.AZTtfz. o1v PArEiz 15Ar - Mll. LP-M 5/B" TYPF "X" G W B 2X4 SrUOS AT 164O.C. W/BATT INSULATION STrW,P GoN)NtGTIoIJ -To WALL - �jvJY.16QoLIT "(N17 LJ P�.LcoN�( IN Pv�Y�(`aLEEvE ToT 3L` TwJ MaNb sFE.,aALLArr�T B��EMGoo °� 1 1/2" LJCq ITWEIdIH-1' ooNG. ON 2 LAYER It * SL.M*. FArSV- BATT. INSULATION SECOND FLOOR FINISH ELEVATION 5/8" TYPF "X4 G.W.B. TYPICAL MALL SECTIONS AND DETAILS A LJ t ;? R,/. 9 /9 e, 1 1 4 ��IIrlGLES oN 5 _6. Gv�L.-r JND&RLo {SENT ow ?ooF �HEATHInh4 U.I. FLA4_--IIQ4 cN�Z GONT: &.00df-iNy FA6cl� L'xT. PLAST&R. O!�! MTL. LAT}t 1 ROOF SECTION @ ENDWALL A6,2 SCALE: V4"=1'-0" A-1,I A-1. 2 A;. S A!,;, Aa,2 A-r .1 NIf' T2ut5 �24!l0.0. —2Km SHAPED c�NT: 12 oNrlEcTloiJ - 5EE �MucTiJRs.� v1r7. $F.P.M SH.ga,:a- `�'ES �TRiLT1liZAL- ROOF DETAIL @ HIP TRUSS SCALE: S/4"=1'-0" �uuJ<aL or 15 5. ZSL:- llt4P0R_AYNIENT P.00F- GhIEATHirJA O(J G aJT, B I NGR �ACi �. SxT* PLA SrL aN MTL, _ATH lam-. 4 iR+aER Rc�F TRJ�EO a ROOF SECTION @ INSET STAIR SCALE: ExT pLASTER- oN IMTL. LATH EXTERIOR SIDE vll"It N'OIpN 10 CN17 OF- "TRUE gu N4LE5 oN-A*j/ER IS LB. FELT UNpE2LAYMENT art PLYWD. Rcc:�'F ��EAT�INeI 2- x w GH.QPED GoNT 2 x a C?��JG -A5 SIR �HAPEn FA`aclA — 2�4�5 A.C. UNIT SLEEVE DETAIL CALE:i 112--f - 0 �L 4 4 ROOF SECTION A .3 SCALE: I, g A8.2 4" A-1.1 A-1.2 Go�LNE(Z SEAp ,ALL nFzy WALL_ F_ x L-S WOOD FRAMING AND DRYWALL SLEEVE TO BE CAULKED ALL AROUND. ANCHOR SLEEVE IN WALt OPENING WITH SCREWS OR FASTENERS. INTERIOR SIDE A.C. UNIT EwTr WS�IL• FB�o,ip SNitil�L� orJ �Ii LAYErz OF � L$. =ELT 11NnER;.AYM.niT oN �u c'�'(w>%. Rzk:PF ebNEAT�I L x (O 'j.•iAPED Gor\,T. 2 x a �LXa L.A6 - 4 S+-IvPE� FArx �. v.Ip BEAM - aaEE STR ,cTURA _ aL14N �I/ y.a.5 co�NEcT!oN - �cE% ST1zuGrJR.e.L. �G10F T�US� wn. aEo.M - raEB TWEEN WINGS B' PLYWOOD ROOF EATHING-PROVIDE CLIPS AT UN- PPOR7ED EDGES ) LAYER 5/8TYPE P 80 ON ONE SIDE Or OF TRUSS-TADE INTS AND PROVIDE R TIGHT CLOSURE ON ROOF SHEATHING BOTTOM OF TRUSS OF TRUSS (rYP.) OVIDE 2x4 FRAMING 16' O.0 INSIDE OF JSSES RECEIVING �. BOARD LAYERS 5/8' TYPE 'X '. BD. PARTY WALL - DETAIL 2-A8.2 NOTE s KSF- SITS. A4.3 ^1.& FaP- I-0Cv,9+-TIoN4ry (2) u•YE990b aF 966' -M'p I:K' - 4-fP. nn• A-7 2 dv F-Lo *_ CEILING -AM-4r HI-t;AAci1elEREo JoINT6 - T`(f, -(- — BOTTOM CHORD OF ROOF TRUSS ATf�c PRAT �'roP• O!N1EF.15oi.l To ENto of TRu�,S 3 ROOF SECTION BETWEEN WINGS Aa.2 SCALE: +w—l'-OR 1 ................ .. .................. :................::.....:........... Ozm NL� 5/B- TYPE •x- G.M.B. 2x4 STUDS AT 81 O.C. STAG- GERED ON 2x6 SILL PLATE TYP. R-II SOUND INSULATION BATTS BOTH SIDES 5/8' TYPE `x' G.N.B. A2 i1A8.2 SCALE: 1 i/2'-i'-0 `" HP-M s gb*A`L- AL -I- SPPKE4 Q PENiTjiArnt*� of PIPESIcd*jvul-T,&14^kX•T Pwc-rI&,6T4. 7kw4JeIlN I HR. WALL 4 cLcl. AAPSEMbLIEte H/ 14" •ee^I, o"T �. I�1A+�UFs�cTURlb TltiMco ak imI 5/60 T•rPE I. FiRM"ropPlrJ4 Q Imo'-ollo.c. pMx. -4 ` LMING A2.1 I A8.2 SCALE: i i 5/8` TYPE `x- G.N.B. 2x4 STUDS FLAT AT ISO O.C. R-11 SOUND INSULATION BATTS BOTH SIDES 5/B' TYPE -x` G.W.B. rr O _I LL w W U n_W f..L� • U. THE CRAYCROFT ARCHITECTS INC. 4131 V'OR"FH CENTRAL. 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PLASTERx •MENEM Emission AA& I OVER 3/8" s �* r — s a AND BOLT HEADS WALK WAY BELOW2 , • 1BOTH 14"x17"x3/8" STEEL PLATE SIDES OF * rCBxll.5 STEEL STRINGER 2" 1 10.1 • F.O.S. — _ Mill 1 • k}�§1111 __6r yqy 2 Ox2=TDP_/_80T70M' AILS AND POSTS 3/4"SO.•x 065 TUBE PICKETS TYP.— `'. STRINGER P. PRECAST CONC. TREADS r 3'-9 1/2" 3 1/2" — GL 1B'-9' 1 EXTERIOR INSET STAIR SEC:r, 0 %99.2 1 A9.2 :SCALE: 1/2 =;,:,; EQUAL F 12--1 3/4" '2' END WALL OF WING � o REVISIONS: � O _ ' F CTlz I T I i LL ' w rW w ry® 0. THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE . DALLA$, TEXAS 75204 214/522-6060 DRAWN BY: b•3? CHECKED: b,P. 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TUPSE - WELb I Ta EXI�TINA RAILINCA � �o51Tlo(J Tu6F -ro ALIGh1 I �% FUity ING � LATI.a I 4 fI lk AL14f J PLA5T8� w, .�. b 3 WNW P.Dov � coNc. 1�EcK- �� i I I � lz Y-1'Ix Ii STL. TUBE - WaLb To 5TL- TWBB VeRTro, 1 I✓ ANyLE 6uPPoRTS NNI . MTL. GLoSi.ip�E - Np, 7-(1° ANGiLE coNNEc-jIGJ - �1a, 5E6 5r12LIGTLJTiAL 8 CLOSED BALCONY QI'21AiA SCALE:1 1/2"=1'-0" 2 Qlo,l Alo.l UNIT THr 4 HALL ? hE: SHT MP2, I Fo Apr,lTlo�L iN�ro. Aio,l Alo.l y21 1 9.4,1v1u5 2 ,14 4 -roP RAIL ,ecu►tEb -ro -ror PLATE W/ SELF -rAFrINla hln. CAOLK-IHG. @'In 5jpy�l i,t38ETf g�o�� yj e M_ w t '• . b �} �- p l l C7 . G . � 5T9ja-iL "L I I I X TOP Ra L � � TYP IGA L .4NG L8 coNN �c'rlol� - ' aveE STR Lac-ru 9,A L I 2x 8 BELOW ., 33. +X k s� �5 �v �► PLAN @ BALCONY RAIL TRANSITION TUBE POST 6` B. PICKETS BOTTOM ® RAIL7 /SOFFIT , BALCONY FACE METAL EDGE PAWr`'rP�Y• . . n iI"urrrr��ryryryA HANDRAIL 4*b s 6 CORNER —TYPICAL AiO. SCALE: 1 1/2'=1'-0' SMOOTH PRIOR TO PAINTING BREEZEWAY STAIR RAIL 5 HANDRAIL ISOMETRIC A9.-1 IAIO.JJ SCALE: 1 1/2"=1'-0° F c EXTERIOR PLASTER 2'XS' TUBE RAIL CAP ENDS TYP. WELD TO ANGLE 4'X4'X1/4'Xl 1/2' STEEL ANGLE W/ (2) - 3/8'X2 112' LAG BOLTS INTO STUDS OR 6X6 POST 9 d! PICKET �(1 41r. )HANDRAIL SUPPORT A9.2 A 10. 1 SCALE: 3' =1 ' -0 1/27/ FINISHED WALL SURFACE RADIUS -GRIND OUTSIDE CORNERS \ END CAP AND WELD: GRIND SMOOTH PAINT HANDRAIL AND BRACKET TO MATCH GUARDRAIL FACE OF STUD •O 2' 2 112' HANDRAIL BRACKET MAX. 12' FROM EACH END AND AT 1/3 POINTS SEE NOTES BELOW �r x" La �•�� J Ir REVISIONS: 00 �•. M aIT N n N C. Q E< x m4 Z C Dx oe �0 0 T 0 It O 1 LL w Ll U w LL THE CRAYCROFT ARCHITECTS. INC. 4131 NORTH CENTRAL SLTIE Vr,jO DALLAS1 TEXAS 75204 214/522-6060 DRAWN BY: n P, CHECKED: b, p MASTER NO: 161788 PAGE NO: 33 ISSUE DATf_: I-z- Igo HANDRAIL & MISC. DETAILS 10.1 a1 K�� No 16 KEY CABINET —PLAN A10j SCALE: ly2'I Lwk (I6) RoW6 Ln (�� lowffift ' z I I m'hw a r AN�S c ............... Iu ON"D .............. .............. owl A"d 7 �1X2 LAMINATED PLASTIC OR FACES L.6A-rHEIFL �uEdc� 3/4' SHELVES ENAMEL SURFACES EXPOSED EDGES BANDED (TYP ) 4' LAMINATED PLASTIC SPLASH AT ALL CONTACTED WALLS (TYP ) \�IX2 LAMINATED PLASTIC COUNTERTOP SELFEDGE 0 L-0 u IN TaHE bU6LzK� ix2 TYPLDAAW�ERS 1/4- BOTTOM C REARW/ LCFACE#'144- EATHER AN11 filaWRANUMMA TOP SET BASE 2x4 BASE FRAME aA� 7 r not a n 24' NOM 13 TYPICAL KITCHEN CABINET A3.IIA10. SCALE 1 112 -1'-0 12' FURRED CEILING AMINATEO PLASTIC DOOR FACES 10 EDGE BAND ).2A10. SCALE. FULL SIZE 3/4' PARTICLE BOARD SHELVES C DIVIDERS 1X3 PINE FRAME CLEAT AT SHELF ENDS C BACK EDGE BANDED — SHELVES C CIVIC SEE 10/A10 1 1X3 PINE CLEAT 8 SHELVING DETAIL 10.2A10. SCALE 3.0 N 3/4' PARTICLE BOARD �— SHELVES AND ENOS 32 1/2' 31' 32 1/2' 3/4' PARTI( (F»R IIGe #��4 6iroWNl tx2 1x4 BOARD ENDS DIVIDERS � LEATHMP- 3 4w SHELVES W, ENAMEL SURFACES EXPOSED. EDGED BANDEC (T'vp ) I = N -fx2 -10 11A � c< 4lx3 FRAME SUPPORTS w 24' 4' LAMINATED PLASTIC O FLO.:RESCENT IGHT 8'-0' SPLASH AT ALL CONTACTED LSx2 FIX - WALLS (TYP I NOTE ALL W000 SURFACES TO RECEIVE CLEAR POLYURETHANE VARNISH 7 WORK COUNTER LAMINATED PLASTIC COUNTERTOP SELFEDGE (FoKMIc.A204 LoN4 , C 4.I A10. SCALE: 3/8' =1 -0 Ct><talN �UTaI-iER pjLe�e. r 3/4' PARTICLE BOARD SINo( SHELVES C ENDS (TYP ) LAM PLASTIC FACE C DOORS CFDKNII A Ir'144 6KoWN LEATI-IEIL 5U{sva) TOP SET BASE 12 KITCHEN CABINET AT SINK A3.1 AiO. SCALE: 1 1/2'=1'-0' 1X4 PEGBOARD —T 4�NlAb s r�- e� IX3 PINE SPACER m vi I 3,4' PARTICLE BOARD IX3 PINE FRAME EDGE BAND (TYP.) 3/4' PARTICLE BOARD N TOP SET BASE E2X4 BASE FRAMA�,"' I 7f 2 2' r L _ - 24' _ J NOTE: ALL WOOD SURFACES TO RECEIVE CLEAR POLYURETHANE VARNISH 11 WbRK BENCH SECT. 0 N N � m t0. 9 10 N f x / 00 FRAME SUPPORTS 0 �1/8' PLYWD BACKING A LAUNDRY —/I NOTE ALL WOOD SURFACES TO BE ENAMELED 6 LINEN SHELVES A,4 I A 10.2 SCALE: 3/8' = 1 ' -0' -1 X 3 CLEAR PINE FRAME TRIM ON 1/4' HARDBOARD PEGBOARD ON 1 X 3 PINE SPACER #10 FHWS INTO SOLID BACKING OR STUDS (6) TOTAL .e 3/4' PARTICLE BOARD ENDS C DIVIDERS PLAN 1 1 27i -0' ELEVAT 1 17 2 -1' NOTE: ALL MOOD SURFACES TO RECEIVE CLEAR POLYURETHANE VARNISH WORK BENCH ELEV. 10.2 SCALE: 3/8"-1'-0" �INaovj 4 Fie Fu2NIhHE1� P� MoT L (�n � �Ef- ln'Ti-. -iDIMILAf.' Wn• TRIM Il 9i 4YQ an• GLASS WINDOW AT VENDING SCALE: 3/8'=lLOff 1/4' STL. PLATE 5/8' TYPE 'x GYP. BO EA SIDE T, 1x2 TRIM Al HEAD AND JAMB . PAINT 5/B' TYPE 'X' GYP. 80 EA SIDE i 2x8 BLOCKING TOP C BOTTOM I II (4) 05 ROUND , HEAD WOOD SCREWS II 1 1/2' LONG EA SIDE (8) TOTAL I II II r SECURITY wIN00w I ,' C FRAME t II - (FURNISHED BY SEE AIL MOTEL 8. INSTALLED I �I 1/A3.1 iron BY CONTRACTOR) —�— ,I — COJNTER� 2x8 STUDS EA SIDE 2X2 SCABS 1/4' STL PLATE 2X6 PLATE � ro �Ip�E m FIN. FLOOR LINE NorE - eeE IzM. I+/A3, I FnR AGDI'I) t4AL SECTION IN FoRr"►o.-jlol•I 1 1 2 -1'-0 NIGHT REGISTRATION WINDOW SCALE: AS NOTED 2x4 BLOCKING ALL AROUNO 2X4 STUDS INSULATION 5/8' TYPE 'X' GYP. BD INSTALL CABINET (FURNISHED BY MOTEL 6) LL 6ff�TE I� Q =0 PERIr1FT"--Ftf NM EXT. klW H I (>•� 5/8' ELEVATION SEC FIRE IREEXTINGUISHER CABINET Zr[A10-PI9-'JC�LC-: i 1/2'=1'-0' I A, .2 Xy CLEAR NE cLEA-7' �UMPFR �+RIP ) I �a11 CIA • Woot� �oLE �,,�/ tJCFPL PpLe �ac�cET$ (!I14, MALL SLlR�AGE y2ll XC 4 G L EAIZ 1'INIE 2111 evEF- 2 tjl-O� SP/�NS hbTe s ALL. hlooO h FLPAc65 EhIAMELE-0 EYc -� r ap GoNELP, ri f';LP- �-±IcH RECHS GLE'Ar, OL-Y Ii� j} IAr� /ARN14.-4 SHELF & POLE CHAWAr.,EIZI, And SCALE: 3l1 - I_ o lI kSEWORK DETAII A 1002 P t r ° � r - +•yjaMy,l `'�x �'m,t sa I" Ap y�9 a�"T n si �' a ed s i�+prv' k. ■ U xr v �� zs�a's� ■■■ • GoRI6+J 7wh WAIN Rc0- G V C >a�c. °h?-�•., "'R,°xa,s> §�'�. """?.s.� ,#, `�,il•!rv�.i i�'�"+.'... kt, .a,�f. 4 ��. �.�k i"] M�'. 4""�9� •�P ^' LAV" SUPPORT FOR 11i HANDICAP CORNER LAV. SCALE: 1 112 =1 ' -0 `9 hW %K4 ,.� _ "�°,y j114 ..�.;£s�ie` pa 5'8" 'x' GWB. - �k= .. (WATER RESISTANT) WALL BEYOND SEEN IN ELEVATION -- CORIAN --� SHEET VINYL 2x G BLKG -- II CAULKING l� TILE YgII �C 12G�� 1-xi" CERAMIC TILE 'TH 2SLIP RESISTANT MAIMORNARR8ED7 I '2 A l- caF-OF THNoL"r-7 MAINU I UAr 0mu"mm RECEPTOR 30" CORIAN'•,' '•.; / 1/4",•'RADIUS AT A•LL EXPOSED! - CORNERS s. 10" CORIAN i..................-:............. o - � GilofE�r Toro m I71IN CORIAN cl 30" CORIAN z 3/4" OVERLAP MIN. (TYP.) L CO IAN CORNER FIL ET SHAPE (TY , ) 10" C IA II 3'-6" MIN. 30" CORIAN /�RIaU AIM' 9t ieNEIZ Tlzlr-1 e L�AGKI4ALL �- V 6.-IZIAC4 A�,�, «�F21 5/8" GWB W.R. L/,+IIT44(-) , '�I"'U T-- " 0 T}K i 2X6 FLAT /41lo�1s,I J R M&TAL GLG�IJR.E_ " Ll� <�IirlE 1 La..GoyJ we, k oul TwNt G �In 5�d T iPE l 1. ALL T GYP c�ix4 I VE, aLL Z x 8 vtt4i �Jc'f� � EohE nlL T(=1M �IFs>. ,!.' 1/4' EXI GHD. PLYWOOD DACKINt . kr ,A.-• F HOLE FOH SHOWER HEAD +, 4 Z I CORIAN SOAP HISH �s HOLE F OR MIXING VAt VF 1 I 5 1/2" rn O i ' O 4 < 2X6 BLOCKING @ BOTTOM EDGE OF GWB (TYP.) I 4 10 F . FL ELEVATION OF WALL SCALE: 1/4" CORIAN HOT MELT GLUE I i I I SILICONE BEAD I 1 LIMIT OF LAPPED SPLICE. I RADIUS EDGE OF SHEET V--� I I I 10 A10.3 FULL HEIGHT O I CORIAN SHEET. i I 1 1 • I I I I I I I I I I I I \ I I I I I I I PLYWOOD -- • HANDICAP SH 01, ER rANEL _ _ CORIAN PLAN LAYOUT 6_ ELEVA_TIoNS ,Al2. I' 10 .' SCALE: 1 1I'2'° =1 ° -0 ° � $C . A10 . SCALE: 1s® � - Z r }3 CbLILLf. A-T WALL.17 p� �i/alo.3 2x 10 19L 94. I @ 4-IANbIG,d�' a�e�AaL� 8" INT FIN YWD (BEYOND) AME AMELED Fn 5 SECTION A2 . i A 10 . SCALE 1 =1 ' - O' .ra.eamseniEax -w+, Nd rE = ALL G >FZ kA& J -ro M CA}--i Eo V4" I T E HOT MELT GLUE DOT SILICONE BEAD @ SHOWER HEAD LIMIT OF LAPPED SPLICE SILICONE BEAD @ MIXING VALVE FULL HEIGHT CORIAN SHEET. 5/B" TYPE G.W.B.W.R. SANITARY SILICONE (MASTIC) 2X6 BLK'G @ BOTT. EDGE OF� DRYWALL (TYP) LAVATORY (CORIAN) 2X6 FLAT AT SET IN SILICONE BRACKET SEALANT ON 2X2 CLEATS 2X2 CLEATS / -2x2 CLEATS ATTACH EACH W/ /14x3 1/2" WD SCREWS OR LAGS O O 5/8" INT. FIN. ENAMELED PLYWU. 4x l0 6L1�, SENINb G HANn Ico,P ,�ci�l�18(.e g$E 6HT. I�AI . I LAV . troll LcY.A(toNh N Gcao(t �uMPER Ta AL.Io,N W/ roof- o P� N @ 5 K H Nt'It.AP 1/2 A 3'-7" LAV i �ES�F;LEIRgINlS- - F0)L ��I'T�j TIoN4 PLAN -TYPICAL LAVATORY AT GUESTROOM ■ ■• ■• ■ ■■■ Fkp�l, �ba - a 1 Y ■�' ■ t.'. � ■ 4n Y �"Tr�Y q� 4."1"4 1 " 'G 114" CORIAN SHEET P SANITARY SILICONE (CAULK) TERRAZZO BASE COLOR -TAN LIGHT WEIGHT CONC FILL SLAB @ 2NO. AND 3RD. FLOOR VIEW_ w t _ _ Vv kptdr qsT ....,� iD;"i ice, 3•'4 .. W.. W�K 3'-2' Q m nm X I 1 1/4" I 2" DRAIN N cn 1'-5 3/4" FLANGE (2 SIDES ONLY) 3" TYP. —1/2"XI 1/2" NOTCH X' Y �oTE �L-T 5I-lo(.�1ER $WF.� IN yRour REVISIONS: cr1 hJ g.. w t1. � •J � +ry � V T' LL. LLJ LL Lu ry L.L. U. THE CRAYCRO ARCHTECTS INC. 4131 NORTH CENTRAL SUITE �50 DAU AS, TEXAS 75204 214/522-6060 DRAWN BY: t�P -_ CHECKED: >�P MASTER NO: l6-E6 PAGE NO: 35 ISSUE DATE: '?-3 qa y I--1 ETA L GA]✓ & E'ro ri D HE.TA G F o-1 5/g 11aL_+kl cc-o 0 0 /0 n U /d W / u V % J 0 Q W m z J J a 2 N ci ;gin O 3 In 0 z a v Z s W i0 f �o v z v z 0 J m 5 -1•APEtALL JOINTS I�ICovIV� Alrz-�1�rNT �u� �rzor� 7Rv'-� GNo 2 t fbLGr-✓-JN G 2EF. 5T2UcTLLrt,AL OETAIL e+2 e>H-T, 55.2 Li�1E of 21D�t 5efoo jp 7rPIG/�. L. rZ OOF Rc.c>F jRU c avert e7 — 2 x _T F I RE�roP &LaGK_I wcm 2"12 SOLD oe-rAiL-if-Z SHT. 552 lFLs*5H11lG, / REAM - 1'�F, �j-fRUGT�IRR.oL 4'-cols T(P. BALGON� >=RAMIN 2,c _ Gott? �IRESTo('PIhIGI � Fuld. vN. OPEI-I ALUr.�INuNf hTaREi=RoNT - R�FE(Z 9%16. 15 /A& • I 20/Alo, i ;; T. FLA 5 rE ail M"1'L. LATH o;l 2 2" i2 STi1L F r c" 121, 2.44 STUN Ff �f+ilrly, tSEA)-", '- fdRAGir-lf�s- REF STrt4c.TUh.A.�.+�2`•�HT.55,2 � ExT. pL;QhTER. oN MTL. 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T L�1P 5 I-t EA I h-I 11�1 G 2'4 s"jLi FRA1-i;fjcN(S 21-c�: G.G. I-�AtiC 2114 3 METAL ROOF @ BALCO Alo,l�- n v 4 SCALE 3"=1' 0 vim vrl Wa r'i� IAL SIAh1b hJG GE:Arl R��FItJG-. ofu t Stt BELT LJr.Jp�RL-A"�MEiJTorJ 5/2,)r C�1 METAL TP- ii-'I F'✓1RR Dc1.aJ � _� t� LCo 1.►• L- R E F, STRUGT gHT 55,2 Fow �2,d F2,�•1-'1��--� G- 0 E-AT. PLASTER oIN MTL. L.A-rH oN ` v, 7YP lxl cr ev. 2 PLAN @ ENTRY FEATURE Aio 4 10,4 SCALE: 1/2"=1--0" ) El 0 T Q LL 0 ..j LL W U _w 0. ■ LL THE CRAYCROFT Ep46GR , u r>ow� ARCHITECTS 6ELUI..1 INC. 4131 NORTH CENTRAL SUITE 55o DALLAS, TEXAS 75204 214/522-6060 -tot.P�ELorl REF, sTp ,TURAL_ PAGE NO. 3 —METAL. DRAWN BY: Ko RdaF (SEL.� Q %009- plWll� CHECKED: tiP1ofiE DTLL 4/ - .4• ISSUE DATE: h-/? ENTRY FEATURE SECTIONS & DETAILS AlOm4 L ' NarE- Fe: FN D. PL-m I Y LI* IRFRFJI °' y' tt4 II. I '� 4 e 12 0� Erb. � �.��>=I ,S a CENTER , �.�.� � ~� MALL e parr 12 k$ (H CH Si . i ISO. i SCALE: 3/4'-1'- THICKENED SLAB °' (LAUNDRY ROOM) SCALE: 3/4" = V-O" 9X3 1/2Xi BASE PLATE W/ (2) 3/4' DIA. A.B. ON i' ORYPACK SEE BASE PLATE DETAIL ABOVE •.A, ' FIN. GRADE 12'X5'X3' ::: t: hSED 71%J�> 15 1.1 IS0.1 72 x B BT%DB B 18' O.C. FACE OF STUD (1) 04 X 3'-e' L.B. 4 X B PTOF PLATE N/ W 0/B' (� ;4 X S'-B' LB. DIA. A.B. B !2' O.C. O i2 o.c. . FIN. FLR. LINE 0 A t ,a •A r* SAPID GVEPI 6 APOR BARRIER NIL 3. (1) 04 X B'-S' LB. 04 X 2•-8' LG. 3• -0• B 12. O.C. I/4' O -CENTER LINE OF COL. Ts 3X3X3/18 /ERECTIONPOUR FTER COLUMN S0 . ! po E: 3/4 - • r. ram: ■-*#a•� • r .. - y • to 4@ SAND LAYER OVER 0 MIL ✓ V VAPOR BARRIER O CENTER BASE PLATE ••• • ON FT6. 4-0FIN. FLR LINEy T f iT•• . -A'Tr - " _I 0 - 44 . E COLUMN FOOTING LOBBY WINDOW SCALE: 3/4'mi'-O' (2) 5/8' OIA.BOLTS IN PART METAL EXP. ANCHOR , M (2) 04 X 4'-3- LONG F. JOINT 04 X 1'-100 Le. B 12" O.C. i'-8' 4 2'-4' 10 IRS S 1. i Poo i SCALE: 3/4' = i (2) 2 X 4 fir•--� SIMPSON HD2A W/2-5/8' DIA. M.B. TO STUD 4'-7' NOTCH OUTER STUD B BOLTS sIMFIXCt4 HD5A I/!/ 2- 341 Mk [3, 50 1-51'J D N�GN o afE K '�2TLI D SLOPE rt„ FL• ..•j OIL; Gd p�F>I.fS KI;;5HT61.L0 Fo(z I.oGFtiTIUNS ,... . B O- U.G. IMMAJM • ,. 2' DIA. X 14 GA. DISK WASHER 03 CONT. " i0 1.11S0.1 PARTY WALL DRY& POOL EQL �wii' S) B' x B' x 3/4, BASE PLATE TS MI/ (4) 3/4' DIA. A.9. STEEL COL. OPUBLE NUTS ON 1 6 POUR AFTER COL. ERECTION 4' BAND OVER B MIL VAPOR BARRIER II/18 FIN. FLA. LINE • t • FIN. BRAOE Ic :A .• 1k �i DEPRESSED SLAB 9i (4) 04 EACH WAY :, .. i • -_z F S 1. 1 ro. 1 SCALE: 31411111111 ' -0' COMPACTED BACKFrU. PER SPECIFICATIONS ci 2 ' 1 • 1 1 L. -,S NO %PIPE TRENCH LA �� FT6. PERMITTED BELOW MIN. THESE LIMB I 1 % I 10' -0' -12 1 ` 0 / 2 PARALLEL TO FT6. --- �IITIB as ,\..roMLDS. FTB�M_ CORD. FILL BEFORE FTS. NOTE: FOR PIPES MORE COMPACTED BACKFILL PER TRANSVERSE TO FT6. PIPE ♦ 2' j THIN 3'-O' BELOW GOT. OF FTS. USE SPECIFICATIONS L AILT. °END (1) 04 (1) 04 INTER- SECTION SINGLE LAYER OF REINFORCING L - i'-0' MIN. L - 32 DIA. TYP. 9 6 Sam '10 1 po, 1_j SCALE: 1/4'=1'-0' (islet ISO. 1 L I (2) M ' (1) 04 � DOUBLE LAYER A OF REINFORCING L L 5/9' GYP. BRAID 2 X 4 PTOF SILL PLATE W/ ',' 5/8' DIA. A.B. B 3 X. 4 STW@ B 300 O.C. U.N.O. i8 D.C. U:M.O. SET SILL PLATE ON CONIC. ON (2) BEADS OF SEALANT (TYP . ) 4' SAND OVER 0 SX8 W1.4 X W1.4 WRAF. MIL VAPOR BARRIER - FIN. FLR. LINE - 11Q IN. GRADE 5 INTO REARTNG WALL FIG.. SCALE: 3/4' i ' -0' ov 411 fyDo��a Fil Puz. AMP` rl N� U Mit,�APc� LIRE E3AR(�I E(� dph 464 go• _ •-4. _ - w q HOLDOWN DETAIL S1. i ISO. i SCAM 3/4 -i'-0 5g�c� � I[.vllaG, A. w •• � a '"14 ' 3 FOOTING @ ENTRY FEATURE S1.1 S0.1 111 SCALE: 3/4'�i'-0 5/8' GYP. BOARD I STAGGERED C. I 2X8 PTOF SILL PLATE W/ 5/8' DIA. X A.B. B 4'-0' O.C. U.N.O. - SET SILL PLATE ON CONIC. ON FIN FLR. :4 aO (2) BEADS OF SEALANT (TYP.) �? 41-P `7 FIN. GRADE 3-*e, c-In IL S 1.1 0.1 SCALE: 3/4' • i 2 X 4 PTOF SILL PLATE W/ 5/8' DIA. A. S. B 4'-00 O.C. MAX. U.N.O. FIN. FLR. LINE 0X8 W1.4 X W1.4 WWF 4' SAND OVER 0 MIL V IRA -� pq SET SILL PLATE ON CONIC. ON (2) BEADS OF SEALANT TYP. 3 X 4 STUDS B 18'O.C. U.N.O. 'IE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL. REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATIONS _ `AND LOCAL CODE REQUIREMENTS WHEN IN EXCESS OF MINIMUM SPECIFICATIONS SMALL CONTROL- IT IS THE CONTRACTORS .:.L RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO i11G STRUCTURAL ENGINEER PRIOR i0 FABRICATION OR ERECTION. 1. FOURDATIONS SHALL BE SPREAD FOOTINGS REARING ON FIRM NATURAL SOIL OR ENGINEERED FILL. BEARING PRESSURES SHALL RE 1900 POUNDS PER SQUARE FOOT FOR TOTAL LIVE PLUS DEAD LOADS. fL Gi0 kV G O D- q B3B i, F4A,�2ba-s;�U.-r�TINU 2. SOIL FOR ENGINEERED FILL SHALL CONSIST OF APPROVED ON SITE OR IMPORTED GRANULAR SOILS AND SHALL RE COMPACTED TO NOT LESS THAN015 PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557-78, METHOD (A), MODIFIED TO (3) LAYERS. 3. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 7,500 PSI AT 28 DAYS AND SHALL HAVE A SLUMP OF 5" (±1./2"). CONCRETE TOPPING FOP THE SECOND FLOOR SHALL RE STRUCTURAL LIGHTWEIGHT CONCRETE WITH PN A(�Pn�tl.h i�a�oF loo-Ilo POUNDS PER CUBIC FOOT CONCRETE AT BALCONY SHALL HAVE. AN ENTRAINED AIR CONTENT OF NOT LESS THAN 40 NOR MORE THAN 6% BY VOLUME. AND STRENGTH OF 1,000 PSI AT 28 DAYS. 4. RF,INFORCINC STEEL, SHALL. CONFORM TO ASTM A615-CRADF. 60. 5. CONCRETE AGGREGATE SHALL BE TESTED FOR ALKALI -AGGREGATE REACTION. IF "REACTIVE", THEN AGGREGATE SHALL BE "HEAVY MEDIA" PROCESSED AND CEMENT SHALL BE TYPE 11, LOW ALKALI CONTENT NOT TO EXCEED 0.6% FEVISIOM STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 ROLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A301. TUBE COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE. B. FY - KS1 2. WHERE A STEEL COLUMN OCCURS AT THE INTERSECTION OR END OF STUD WALLS, 1/2" THREADED NELSON STUDS SHALL BE WELDED TO COLUMN AT TOP, BOTTOM. AND MID - HEIGHT TO RECEIVE WOOD FRAMING, UNLESS OTHERWISE NOTED ON PLANS. R xe 3. DRYPACK UNDER BASE PLATES SHALL BE MIXED IN PROPORTIONS OF I PART PORTIAND CEMENT TO 2.1/2 PARTS SAND. TIMBER 1. UNLESS NOTED OTHERWISE, FRAMING LUMBER SHALL BE DOUGLAS FIR OR KILN DRY SOUTHERN PINE OF THE FOLLOWING GRADES. ST IN EXTERIOR WALLS NO.2 GRADE OR BETTER STUDS IN INTERIOR WALLS NO.3 GRADE OR BETTER FLEA. i CLG JOISTS 3 ROOF RAFTERS 140. 2 GRADE OR BETTER BEAMS 4 HEADERS(pmgwfK,6"W3 NO. 1 GRADE OR BETTER POSTS(O1bUfi.FAIL01I1"V) NO. I GRADE OR BETTER SILLS 4 PLATES STUD GRADE OR BETTER ^ ' LUMBER IN CONTACT WITH CONCRETE FLOOR SLAB OR FOUNDATIONS SHALL BE PRESSURE T� TREATED. 2. ROOF TRUSSES SHALL BE PREFABRICATED TRUSSES DESIGNED FOR THE DEAD LOADS SHOWN ON DRAWINGS, INCLUDING ALL MECHANICAL LOADS, PLUS LIVE LOAD. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO MOTEL 6 FOR APPROVAL. AND SHALL BBAR TIIE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN FIotIpl/-\ IT SHALL BE THE RESPONSIBILITY OF THE TRUSS S MANUFACTURER TO SATISFY ALL OF THE REQUIREMENTS OF THE �i( I.:IGIE GouNTY BUILDING DEPARTMENT. DEAD LOAD AT TYPICAL ROOF AREAS PSF. LIVE LOAD AT TYPICAL ROOF AREAS 1A PSF. O I..IIL.IO SPEED Ilo MPS. J 3. ROOF PLYWOOD SHALL BE 5/8 INCH C.D.X. STANDARD SHEATHING OR ORIENTED STRAND LL GOARD WITH A SPAN INDEX RATIO OF 24/0. EDGE NAIL WITH 10d AT 16"o.c. U.N.O ON PLANS. FIELD NAIL WITH IOD AT 12 INCH O.C. 4. FLOOR PLYWOOD SHALL BE 5/8 INCH C.D.X. STANDARD SHEATHING WITH A SPAN INDEX r RATIO OF 32/16. EDGE NAIL WITH LOD AT 6 INCH O.C, UNLESS NOTED OTHERWISE. OF PLANS. FIELD NAIL WITH LOD AT 10 INCH O.C. 5. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED. 6. ALL BOLTS SHALL HAVE STANDARD WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. SPLICES IN UPPER AND LOWER PLATES AT THE TOP OF STUD WALLS SHALL BE „ STAGGERED AT LEAST 4'-0". CORNERS AND INTERSECTIONS SHALT. BE HALVED. DOUBLE PLATE LAPS SHALL BE NAILED TOGETHER WITH i3-IOd NA �J FiP. j-- <<:�c p ejvUGPi: rCii a,.IL645.�n(�i� 0rf I1 P_" 8- ALL JOISTS SHALL BE SOLID BLOCKED AT POINTS OF BEARING ARIDC:INC OR SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS WHERE THE. SPAN EXCEEDS EIGHT FEET. NAILING SCHEDULE (1) CONNECTION NAILING (2) JOIST TO SILL OR BIRDER• TOE NAIL (3) -80 BLOCKING TO JOIST, EACH END (2)-180 SOLE PLATE TO JOIST OR BLOCKING, FACE MAIL 180 AT 18' O.C. TOP PLATE TO STUD. END MAIL (2) -18D STUD TO SOLE PLATE, TOE NAIL (4)-SD T G JAIL DOUBLED STUDS, FACE NAIL ISO AT 240 O.C. DOUBLED TOP PLATES. FACE NAIL 18D AT 180 O.C. TOP PLATES, LAPS C INTERSECTIONS, FACE MAIL (4) -180 (OR AS SPECIFIED) CONTINUOUS HEADER TWO PIECES ISO B 160(ALONG EA. EDGE) CEILING JOISTS TO PLATE, TOE MAIL (3) -8D- CONT. HEADER TO STUD, TOE NAIL (4) -8D CEILING JOISTS, LAPS OVER PARTITIONS, FACE MAIL (3) _100 CEILING JOISTS. TO PARALLEL RAFTERS, FACE NAIL (3) -10D RAFTER TO PLATE, MAIL (3) -8D 1' BRACE TEA FACE NAIL (2) -BO (OR AS SPECIFIED) GUI 100 AT O.C. )uo.�, ter- @ atVIA o • 1 � R...n .. . .v,r_ n as .Yvu .F� 11'ak .Sib esi'i�� PL THIN° ., 12qm qp 3 G 4) 1) MIN NAILIHN Y, 9EE DETAILS FDA LOCATIONS WHERE OTHER LING I GIFTED. ) THROUBMOUT U.N.O. S) NAILS 4 AT S' 3 (i0' O.C. O.C. AT S 12' AT I IATE C. AT INT IATE TS F, I ) . 0 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE S50 DALLAS, TEXAS 75204 214/522-6060 DRAWN SY9 ,' i228 C� MA; 5-88 b iHU RURAL NOTES & -OUNDATION DETAILS s 0 . 1 V a �n y0•I � i � ICI ICI � 1151�gtl I I ( I I I( I Ad II.234 1 �r2�21¢ I I ha,l i 0 Z4 a r N > e Mai KEYNOTES 1 4" CONCRETE SLAB ON 4" OF GRANULAR FILL, COMPACTED AT 95% STANDARD PROCTOR, OVER 6 MIL. VAPOR BARRIER. REINFORCE WITH 6X6 W1.4XW1.4 W.W.M. SEE DETAIL 1/S0:1 2 l'-4" WIDE X 1'-8" DEEP FOOTINGS. RE: 1/SO.1 3 l'-6"X3'-O"X2'-O" (MIN BELOW GRADE) FOOTING. REINFORCE WITH #4 AT 12" O.C. E.W. RE: 3/SO.l. 4 3'-6"X3'-6"Xl'-O" DEEP SPREAD FOOTING REINFORCE WITH 4- #4 EACH WAY. RE: 8/SO.1 5 6X8 WOOD POST WITH SIMPSON,`EPC68 AT BASE. USE HD5A IF POST IS AT END OF SHEAHWALL. SEE St6. 6 6X6 POST WITH SIMPSON HD2A AT BASE. USE HD5A IF POST IS AT END OF SHEAR WALL. SEE S1.6 . 7 4X6 POST WITH SIMPSON HD2A AT BASE. USE HD5A IF POST IS AT END OF SHEAR WALL. SEE S1.6 8 T.S. 3X3X3/16 STEEL COLUMN. 9 DEPRESSED SLAB AT HANDICAP SHOWER. SEE DETAIL 9/AlO.3 10 FOR DETAILED PLAN OF INSET STAIR FOOTING, SEE DETAIL 9/SO.1. 11 140T USED 12 4" THK CONC.'HOUSEKEEPING PAD. RE:" PLAN FOR SIZE. 13 FLOOR SINK - SEE DETAIL 4,/MP5.1 14 4" CURB - SEE DETAIL 13/S0 1 AND 12/SO.1 15 12" THICKENED SLAB. RE: "PLAN FOR SIZE. 16 FLOOR DRAIN - SEE DETAILAfA05.1 17 4X6 POST WITH SIMPSON EPC64 AT BASE & HD5A ANCHOR �! II WING 'B' FIN FLR ELEV - 22 50' f VERIFY W / CIVIL d KEY HLA;N WING A WING C 'I N NJNG. I 4 N J REVISIONS 00 'fir M � o W �Lv � W W �CaH 1 O N T' 0 0 J LL w w U oC w w THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE DALLAS, TEXAS 752C4 214/522-6060 PAGE: 38 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 FOUNDATION PLAN WING A&B Simi 2 \T 15 Iep 3 ,nxw, aG I5L s NIP �� [l MAN WJING A�J I h� I 12 ► 1 ins 4 M:esd 13 1) Or) ( I ) (2 i � 2"�oPR Po&'I40 NO 23 8 16 I& 15 13 14 Cl 0 rlA�t�l D 3 2 1 SECOND FLOOR FRAMING PLAN WING A & B SCALE:1/8"=l'—O" 1 s 11�1�lIl��' i 4) I (10 14p 21) (2161(17) 1 m US 5 1 KEYNOTES 1 6X14 BELOW. SEE DETAIL 8/S4.1 TYP. 24 6X8 WOOD POST WITH SIMPSON EPC68 @ TOP AND EPC68 AT BASE. SEE DETAIL 5/S4.2 2 6X14 BELOW. SEE DETAIL 5/S4.2 TYP. 25 2- 2X8 CONT. FASCIA TYP. SEE DETAIL 1/S4.2 . 3 2- 2X10 SHAPED AT 16" O.C. 26 2- 2X10 @ 12" O.C. SEE PLAN FOR SPACING AT BATH. 4 1- 2X10 SHAPED AT 16" O.C. 27 6X6 WOOD POST WITH SIMPSON EPC66-16 @ TOP AND HD5A @ BASE. SEE DETAIL 8/S4.1.FOR EXCEPTIONS 5 2- 1 3/4X9 1/2 M.L. (RIPPED TO 9 1/4") 28 1- 2X10 @ 16" 0. C. EXCEPT WHERE SHOWN RE NOTE 10 6 2- 2X10 SHAPED AT 8" O.0 TYP. 29 5- 2X10 SHAPED WOOD BEAM. 7 3- 2X8 AT BRIDE CONNECTION. SEE DETAIL 4/S4.2 30 2- 2X10 @ 12" ,,1,,. SHAPED. 8 SIMPSON }IHU28-2 }IANGER. 31, 6X10 SHAPED DENS, NO. 1 OR BETTER. SEE DETAIL 9 4X6 POST DIRECTLY UNDER POST ABOVE. TYP. •^,/ 2 10 THE BATH SPACING SHOWN AT THIS BATH LOCATION 32 T.S.7x3x1/2 STEEL BEAM SEE DETAIL 7/S42. IS TYPICAL FOR ALL SIMILAR BATH LOCATIONS THIS PROJECT. 11 4X6 POST WITH SIMPSON EPC66-16 AT TOP SEE S11 FOR BASE. 12 4XIO FLUSH BEAM. 13 4- 2X10 @ 16" O.C. ADJACENT TO BRIDGE. 14 2- 1 3/4"X9 1/2" M.L. HEADER. 15 T.S. 3 X 3 X 3/16 STEEL COLUMN. 16 W8X18 STEEL BEAM. SEE DETAILS 3 THRU 7/S4.1 TYP. RE: 6/S42 AT OFFICE ENTRY DROPPED BEAM 17 W8X24 STEEL BEAM SIMILAR TO NOTE 16. 18 3-2X10 ALIGNED WITH FACE OF STUDS OF WING WALL TYP. 19 2- 2X10 UNDER PARALLEL PARTITIONS. TYP. 20 4X10 TYP. EXTERIOR DOOR HEADER. 21 4X12 TYP. EXTERIOR WINDOW HEADER. 22 4X10 TYP. DROP BEAM RE: 9S4.1 23 2- 2XIO SHAPED AT 16" O.C. TYP. BRIDGE MEMBERS. SEE DETAIL 3/S4.2 . I WING B IST KEY PLAN WING A WING C N WING B 1 m Q 5 14 3o Z3 � IuI tl n ii� I III' I�� ■fl HIMRE Q via. U q \� REVISIONS a� M rq r W aWz 0 �CaF� 1 O N T 0 cr O LL W U OC w LL 0 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SLJTE DALLAS, TEXAS 75204 214/522-6060 PAGE: 39 DRAWN BY: 1110228 CHECKED: MLS ISSUE DATE: 12-3-90 SECOND FLOOR FRAMING PLAN WING A & B S 1 m 2 1!� 5 5 2 2 to 14 m 0 211 WING A 21' D 53, I 15 13 15 tii 2 2 wi IN FAIM y M e ��'tt•\?i!are so J ' Tm=f 2 ROOF FRAMING PLAN WING A 8 B SCALE:1/8" =1'-0" I© I 2 KEYNOTES 1 4X8 TYP. INTERIOR DOOR HEADER. 2 4X10 TYP. EXTERIOR HEADER. 3 4X12 WOOD BEAM, 4 3 1/8"X13 1/2" GLU-LAM BEAM. 5 31/8"X12 GLU-LAM BEAM. 6 4X6 POST 7 NOT USED 8 RIDGE LINE. 9 4X6 POSTS W/EPC46-16 AT BEAR 10 2X8 FASCIA SHAPED TYPICAL WITH 2X6 SHAPED SUB -FASCIA. 11 ROOF TRUSSES @ 24" O.C. 12 HIP GIRDER TRUSS. 13 GIRDER TRUSS. 14 HIP FRAMING - 2X6 SHAPED SUB -FASCIA OVER 4X8 SHAPED. SEE DETAIL 3/S5.1 . 15 JACK TRUSSES @ 24" O.C. 16 3- 2X12 DROPPED BEAM 17 4- 2X4 STUD COLUMN. 18 SEE DETAIL 4/S5.1 . 2 5 S 2 v 5 oil IPA h1als pb 9 kq oil 2 WING B 2ND KEY PLAN WING A WING C N WING B ■■.I ■■., ■■.,, ■■ni ■e.r iMi' NMIi MIAMI 2 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE DALLAS, TEXAS 75204 214/522-6060 PAGE: 40 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 ROOF FRAMING PLAN WING A&B S103 iw Z `^ ct of � W O 2 Q J = a3 W> a o~c �a zo W a Hcc zp 4r d no n W — A zz iu Yy �a of J0 Qo . W H � y� Y y p r Y � W 1 1 n io Y� O xoy Y� 1� Y -2 2 W m 1 cz J —� a :co L. -- — — - 9= ci J = it N Ez sTO _ f of L. J lam 1 7 7,J TW ,to UD NI I c A � N Y} 15U �x� . .. mY»-' _ L�'- .�. .,z. ";kk ". "{.,. -mob b.;2,•k. KEYNOTES 1 4" CONCRETE SLAB ON 4" OF GRANULAR FILL, COMPACTED AT 95% STANDARD PROCTOR, OVER 6 MIL. VAPOR BARRIER. REINFORCE WITH 6X6 W1.4XW1.4 W.W.M. SEE DETAIL 1/SO.1 . 2 1'-4" WIDE X 1'-8" DEEP FOOTINGS. RE: i/S0.1 3 1'-6"X3'-0"X2'-O" (MIN BELOW GRADE) FOOTING. REINFORCE 'WITH #4 AT 12" O.C. E.W. RE: 3/SO.,1. 4 3'-6"X3'-6"X1'-0" DEEP SPREAD FOOTING REINFORCE WITH 4- #4,EACH WAY. RE:-8/SO.1;. 5 6X8 WOOD POST WITH SIMP50N EPC68 AT BASE'. USE ADSA E POST IS AT END OF IEAVAULL SEE S1.6. 6 6X6 POST WITH SIMPSON HDZA AT BASE. USE HD5A I' IF POST IS AT END OF SHEAR WALL. SEE S1`.6 . 7 4X6 POST WITH SIMPSON HD2A AT BASE. USE HD5A IF POST IS AT END OF SHEAR WALL. SEE S1.6 8 T.S. 3X3X3/16 STEEL COLUMN, 9 DEPRESSED SLAB AT HANDICAP SHOWER. SEE DETAIL` /A10.3 10 FOR DETAILED PLAN OF INSET STAIR FOOTING, SEE DETAIL 9/§0.1. 11 NOT USES 12 4" GONG. HOUSEKEEPING PAD. RE: PLAN FOR SIZE. 13 FLOOR SINK SEE DETAIL 4/MP5.1 14 4" CURB - SEE DETAIL 13/SO.1 AND 12/SO.1 15 12" THICKENED SLAB. RE: PLAN FOR SIZE. 16 FLOOR DRAIN - SEE DETAIL 4/MP5.1 17 4X6 POST WITH SIMPSON EPC64 AT BASE'& HD5A ANCHOR KEY PLAN WING A WING C `off 1 0 REVISIONS 1 < M l^_J Q o W ¢n� � W W aE,Z O Q O ¢ 10 W < F-1 �L1E- 0 N 0 0 .j LL w \Pw V W LJL s f. THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE DALLAS, TEXAS ; _0., 214; PAGE: 41 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 FOUNDATION PLAN WING C SlA SECOND FLOOR FRAMING PLAN - WING C SCALE:1/8"=1'-O" ROOF FRAMING PLAN -{WING C SCALE:1/8"=1'-O" ROOF KEYNOTES 1 4X8 TYP. INTERIOR DOOR HEADER. 2 4X10 TYP. EXTERIOR HEADER. 3 4X12 WOOD BEAM. 4 3 1/8"X13 1/2" GLU-LAM BEAM. 5 3 1/8"X12 GLU-LAM BEAM. 6 4X6 POST 7 6X14 BELOW AT INSET STAIR. SEE DETAIL 5/S4.2. 8 RIDGE LINE. 9 4X6 POSTS. 10 2X8 FASCIA SHAPED TYPICAL WITH 2X6 SHAPED SUB -FASCIA. 11 ROOF TRUSSES @ 24" O.C. 12 HIP GIRDER TRUSS. 13 GIRDER TRUSS. 14 HIP FRAMING - 2X6 SHAPED SUB -FASCIA OVER 4X8 SHAPED. SEE DETAIL 3/S5.1 . 15 JACK TRUSSES @ 24" O.C. 16 3- 2X12 DROPPEDBE1 17 4- 2X4 STUD COLUMN. 18 SEE DETAIL 4/S5.1 . FLOOR KEYNOTES 1 6X14 BELOW. SEE DETAIL 8/S4.1 TYP. 2 6X14 BELOW. SEE DETAIL 5/S4.2 TYP. 3 2- 2X10 SHAPED AT 16" O.C. 4 1- 2X10 SHAPED AT 16" O.C. 5 2- 1 3/4X9 1/2 M.L. (RIPPED TO 9 1/4") 6 2- 2X10 SHAPED AT 8" O.C. TYP. 7 3- 2X8 AT BRIDE CONNECTION. SEE DETAIL 4/S/4.2 8 SIMPSON IIHU28-2 HANGER. 9 4X6 POST DIRECTLY UNDER POST ABOVE. TYP. 10 THE BATH SPACING SHOWN AT THIS BATH LOCATION IS TYPICAL FOR ALL SIMILAR BATH LOCATIONS THIS PROJECT. 11 4X6 POST WITH SIMPSON EPC66-16 AT TOP SEE SU FOR BASE 12 4X10 FLUSH BEAM. 13 4- 2X1,0 @ 16" O.C. ADJACENT TO BRIDGE. 14 2- 1 3/4"X9 1/2" M.L. HEADER. 15 T.S. 3 X 3 X 3/16 STEEL COLUMN. 16 W8X18 STEEL BEAM. SEE DETAILS 3 THRU 7/S4.1 TYP. RE: 8/S4.2 AT OFFICE ENTRY DROPPED BEAM. 17 W8X24 STEEL BEAM SIMILAR TO NOTE 16. 18 3-2X10 ALIGNED WITH FACE OF STUDS OF WING WALL TYP. 19 2- 2X10 UNDER PARALLEL PARTITIONS. TYP. 20 4X10 TYP. EXTERIOR DOOR HEADER. 21 4X12 TYP. EXTERIOR WINDOW HEADER. 22 4X10 TYP. DROP BEAM RE: 9S4.1 23 NOT USED 24 6X8 WOOD POST WITH SIMPSON EPC68 @ TOP AND EPC68 AT BASE. SEE DETAIL 5/S4.2 25 2- 2X8 CONT. FASCIA TYP. SEE DETAIL 1/S4.2 . 26 2- 2X10 @ 12" O.C. 27 6X6 WOOD POST WITH SIMPSON EPC66-16 @ TOP AND HD5A @ BASE. SEE DETAIL 8/S4.1 FOR EXCEPTIONS 28 1- 2X10 @ 16" 0. C EXCEPT WHERE SHOWN RE: NOTE 10 29 5- 2X1O SHAPED WOOD BEM. 30 2- 2X10 @ 12" O.C. SHAPED. 31 6X10 SHAPED DENSE NO. 1 OR BETTER. SEE DETAIL 4/S4.2. 32.+ 2-2xlo gz'PL/&,ti4 FOIZ SpALINr�- KEY PLAN WING A WING C [)N WING B REVISIONS '^ oc rn rn o` W �r� Q � Q W W aHz QQ° ..I C. r A 1 0 N T a. 0 LL W U w rn� CL L 0 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE DALLAS, TEXAS 75204 214/522-6060 PAGE: 42 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 SECOND FLOOR & ROOF FRAMING PLAN WING C S105 WING A 1ST BRACING PLAN - WING A,B & C SCALE:1/8"=1'-0" m. KEYNOTES 1 "SIMPSON" IID5A HOLDOWN ANCHOR. PROVIDE 2- 2X4'S AT WALL ENDS AND FASTEN TO CONCRETE WITH 3/4" DIAMETER X 6 5/8" ,EMBEDMENT HILTI EPDXY ANCHORS. 2 1/2" PLYWOOD NAILED WITH 10d NAILS 4" O.C. AT EDGES (PROVIDE SOLID BLOCKING AT EDGES AND WITH 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. FASTEN SHEAR WALL TO FOUNDATION WITH HILTI HVA ADHESIVE ANCHOR- 5/8"p HAS ROD W/5" EMBED. USE 1- 5%8" x 5" HEA ADHESIVE CAPSULE @ 24"O.c. 3 ALL WALLS SHALL BE SHEATHED WITH 5/8" GYP. BOARD NAILED WITH 6d COOLER NAILS AT 7" O.C. AT ALL SUPPORTS. FASTEN SHEAR WALL TO FOUNDATION WITH HILTI HVA ADHESIVE ANCHOR- 1/2",d HAS ROD W/6 3/8" EMBED. USE 1- 1/2" x 4 1/4" & 1- 3/8" x 3 1/2" HEA ADHESIVE CAPSULE @ 48"o.c 4 RE: NOTE 6/S1.1 S RE: NOTE 5/S1.1 WING PLAN WING A WING C WING B WING C 1 ST REVISIONS ''^^ �.. M il. N W N Q n E-+ � X i—� C) N T' C cr __J L.L Lj , % n�ysa s�waNll LL �a E4 l THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENT T�kL SURE DALLAS, TEXAS 7c:204 2141522-6060 PAGE: 43 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 BRACING PLAN WING A,B & C S106 S J I CONTRACTOR TO VERIFY A.C. UNIT R.O. IN FIELD. } 2` X 10 DRAPERY I Iwl+ I' ' T RACK BLKG � E 4 X HEADER -SEE P LAN C ,EN TER LINE PLUMBING W MBING AL L �� 2 X 10 DRAPERY TRACK CK BLKG. NE 0 F CENTERLINE CENTER PLUMBING WALL PL _. `�� 1-�..a--� ... _-- 4 X HEADERS HEADER -SEE 'PI, AN 9 X HEADER 6 DER LIGHT SW] 2 X 10 BLKG. I �I ml 1- FIN. FLR.! E L, 4 _ LIyuT eaWITr-H " H RECEPTACLE r�'s LIGHT SWITCH 1 O \�•�� 0 N ' 2 X 10 .� 1 LAV. N BLOCKING ' TOILET- cQ PAPER HLDR. 15 BLKG. FOR FIRE ECEPTACLE BLKG RI `+': ,'3HANDICAP EXT. BEARING WALL 14 HANDICAP BATH WALL 11 HANDICAP SHOWER WALL EXTINGUISHER 8 GUESTROOM EXT. BEARING WALL 5 GUESTROOM BATH WALL ' WHERE OCCURS S2.1 S2.1 SCALE: 3/8 = , -0 2 x 10 HANDIC t> S2.1 S2.1 SCALE: 3/8 = 1 -0 S2.1 S2.1 SCALE: 3/8'= 1'-0' sEE z/A1a:2 S2.1 S2.1 SCALE: 3/8' = 1'-0 o S2.1 S2.1 SCALE: 3/8 = 1 -0 4 X HEADER -SEE PLAN SHOWER SEAT B KG. SMOKE DETECTOR CL PLUMBING WALL 75 2 X 4 FLAT SMOKE DETECTOR ao i o a I I I 2 X 10 TOW RACK BLKG. LIGHT SW ITC I \ \YE SEE S 2 ON T. S FOR M;CISER SIZE \ PEN > o I N N - N FIN. N FLR. f I I I �OPPENIN r �K �';C• 2 10 PU LE B OCKING R CL PLUMBING WALL IIT.V. OUTLET 2 X 10 I ^ p ^ SHELF RECEPTACLE I I II I I I� II v i BLKG. NOTE: I I I N RECEPTACLE HEADER T.V.UTLE I 04 n OPEN I II I HEIGHT TO ACCOMODATE T.V. OUTLET SYSTEM FOR IRE PTACLE I I I I - Q L/ Nx O I FLUSH TO BOTTOM OF II in; I I PLATE. NT.V: OUTLE I I Q w a -� ,.. �.L II II 0 N I m� � /A\ 1111' I .ice N N II I II II I I I II I LT 11 II ,I 2 X 10 DOOR _< J - p� 2 X 10 DOOR 2 X 10 DOOR 2 X 10 SHELF 1 R. STOP BLKG. HANDICAP PARTY WALL )_-2 X 10 GRAB �E�p�'1�GLE STOP BLKG. FIN. FLR. STOP BLKG. BLOCKING 13 HANDICAP INT. BEARING WALL 10 W/ INTERCONNECT DOOR BAR BLKG '�= R�Fra �aw�,'2/��•I 7 GUESTf3M. INT. BRG. WALL &BATH WALL 4 GUESTROOM PARTY WALL IM6N�eloN of H.c. $2.1 S2.1 SCALE: 3/8 v 1 -0 S2.1 $2.1 SCALE: 3/8& = 1 -0 Id�+?{iRc+cM Wqu.@ToII.tT 1'-0' M•.," $2.1 $2_ 1 SCALE: 3/8 = i -0 S2.1 52.1 SCALE: 3/8• = 7 T 0 2' -0" MIN. 4.. 2 X= 6 FLAT -- �M LLL:Tdo� rCL PLUMBING WALL 2 X 6 FIRESTOP SEPARATION CL PLUMBING WALL 2 X 8 FLAT 2 X-10 ROBE 7'-0" - --- - 2 X4 FLAT 2:X 8 FLAT EACH SIDE. HOOK BLKG. a 10 � 2 X 10 TOWEL I II II II I II I II II II I II `� FIX U 2 RE t I II II II II II FIXTURE 6 II II I II II I I I II It - I FIRESTOP,_. iff - I I II t0 BLOCKING BLKG.. 2 X 10 BLKG. 2 X 10 GRAB 2 X 10 NIGHTSTAND 2 X 10 LAV. 2 X 10 BOTTOM m I o BAR BLKG. BLKG. FIN. FLR. I 2 X 10 BOTTOM TELEPHONE RECEPTACLE 12 HANDICAP PLUMBING WALL g HANDICAP PARTY WALL BLKG. RECEPTACLE TELEPHONE FIN. FLR. S2.1 S2.1 SCALE: 3/8' _ ,-o' _ 6 GUESTROOM PLUMBING WALL 3 GUESTROOM PARTY WALL 2 X 10' c p $2.1 $2,1 SCALE: 3/8. - 1 -0 $2,1 $2.1 SCALE: 3/8' NIGHTSTAND BLKG. = 1 -0 S2.1 $2.1 SCALE: 3/8' = 1'-0' (2 BED) 3 1/2"- 9' 10 3/4" �' IJ191G�. Bair ©NL`r� I {I II NOTE: 1. TYP.2 BED BACK 2'-6 R.O. -7 3f4 5 3 1/2 18'-0 1/2' TO BACK CONDITION reo.o 7 1/4" _1'-4. FIELD VERIFY {_ !I FIXTURE " I, u 1SEE 3" 3 1/2" ri 5 3/8q 1 �q. TELEPHONE 7 1/9" 1'-4 Oy2 ,'.C.bh'j hlO�a. 113 \ 2 TYP.31/BED ICONDITION r 1141 IZZi 1231133 134 BLKG, - RECEPTACLE II � BLOCKING -- _ EACH SIDE a BLOCKING 1' -3 1/4- - EACH SIDE N m (2) 2 X 4 BLOCKING O - C(2) 3 X '4:Q fk 1ST FLOOR] m BLOCKING N r .. 10 52.1 52.1 I 15 <52.1 13 m 01 1 - BLOCKING � �3 1/� EACH SIDE 04 2 X 6 STUD AT N LAV. BRACKET m ti : (2) 2 X 9 5 � \ C (2) 3 X a ' 1ST FLOOR? o- i BLOCKING I m - BLOCKING 5/8" TYPE 'X' y s 4 iv G.W.B. FIRE STOP ' FIELD VERIFY v yr 8 S2 . 1 7 v BLOCKING m 9 GUESTROOM PARTY o 3& 3A a N 52.1 THE (1 3A WALL BED) N � BLKG. b 11 S 1.2 S2.1 SCALE: 3/8' C iCRDIiT 3'-2.. R.O.7 2 X 8 AT o o ARCHITECTS 2 X 4 STUDS: 0 ENCL. EDGE 8" OiC. � '" INC., N I STAGGERED ON 2 X 6 PLATE \ I is - - BLOCKING BACKING FOR NIGHTSTANDS S2. 1 " v BOTTOM 4131 NORTH CENTRAL I BLKG. FOR NIGHTSTAND BLOCKING SUITE . SEE ELEVATIONS FOR HT. NOTE: 1; ALL 1ST FLOOR BEARING DALLAS, TEXAS 75204 LOCATION 2141522-6060 ro WALLS TO BE 3 X 4'S ON BLOCKING -- ' 3-STORY BLDGS. m 7 1/q.. 2 X AT BLOCKING ENCL. EDGE' 2. DASHED LINES REPRESENT OPPOSITE SIDE VE 2 X 6 STUDS BLOCKING 3 1/ ' 2 X 6 STUDS 2 X 6 STUDS MASTER N0: 44 �� 7'-0" (2) BED CL PLUMBING WALL T BLKG. 3'-6- CL PLUMBING WALL DRAWN BY: JH10228 12'77 3/4" 5i.-2'' 1/411 5�. 3 1/2 12'-7 3/4". CHECKED: MLS 5'-1 1/9" 5 3 1/2' 1 3 1/2 7 1/2" 5-'-2" (1) BEDA 3 I� ISSUE DATE: 12-3-90 3 1/z'• R00M NoS. 113 /cr 4 JM91t.A17 1t�9 'G, iJIJIN\ -- - 7 -0' (2) BID �141 122 I231 133 139- NOTE: WERUF�OUGH OPENINGS A 11111111111millimmul 4 TRUSS BRACE ELEVATION S -3 S3.1 SCALE: 3/4"-1'-0" i Na E: �)A%7&Ho TOP PLATE coNTlNucuS AC WQL_L ONE FIL-as P'itoM ico' I_oNO wR USE S7Co 2q ?rir yTRAP A-,Ro4ila, 1.44LL. W NAILce @ EA. iNp (�TAyc.�6REp�, �}i12 7�-k3t �rNc", Fk:i�l<- TO 66 caN hJUoU5 16d AT I�'I o.c uNu�s NorTrrp oTrlcrt�l16E tz_ e6477Ey e 7 ®.C„ p t2 16d AT \ SOD 0 B` O.C.- A (44 4 W/P9.6, 7x4 LhhDER FRAMI 4-0" 0. C. 2 x 8 CONT. 2 X 4 V 8` O.C. STAGGERED ON 2 X 6 PLATE TYPE 'X` G.W.8 l�a 600 EIL NAILS Ci�'I o,L. 16d AT _-ox- -- 5/8!' G.W.B. `JAIL 2•'Zi � ��1� Ell '�''ND 1'Q A.ATE ,.TalJ55 SIM�r� C,)-MTyl4-e I 2�4�2 So-c�. 1 5f��2ED F..TRU To PLATE 1 sH p NT �I�It SHOT WIOVE) PF. � 5 JACK TRUSS @ ENDWALL S 1.3 S3.1 SCALE: 3/4"- i ' -O " S1.5 I 1 16. 51MP�N CI?- 'f�r4 T s� �Ea•'T2U9v ?a dox14 2X (o SHAfCap NU 210 oI! (SIDE FPL6 L I N kl/ Got 11. �A. TRUyv I of PARTI'lla0 � �-iT �,A• 5. .�I III �I,qu pIMF�N51oN To ENt� oPTaU55 — 2 JACK TRUSS @ INSET STAIRSI S1.3 S3.1 SCALE: 3/4"-i'-0" S1.5 SYMETERICAL ABOUT BUILDING CENTERLINE - 4 "9 (VIM. TO END OF TRUSS) C*NTXQ LINO- 45P P59 1, `ALL. G014'(, LATERAL �GIfJA AS REQ.'D BY Tsz11� GE516t� 2xS CRE: -44JSS M4J0F.) 12 IL m fl 20 2>«01-4 i I 2X �J �LOL KtN ' lP 2XPJ&.ocKINfA I IMk ohll0, M'T i-11 PL.t'Ttl -14 TYPE 'X' GYP FIRE STOP CONT. �. (TIGHT BETWEEN BOT. CHORDS) 6d AT SIMPSONSIMPSON FHA`1g FROM PLATE TO HEADER AT EA;. �TUO;�,Y ab�T PRIDE 6iMPtoN Fr -OM 2x 4 STUDS 'FLAT' 14 q 5/8" TYPE 'X' G.W.B. NP.IL� j FLA'TE C+ ,4,1h) *NC.12 NA,1 )Ta AT 16 0.c. COcI N'6'IL6 p 110014i K- 0(� Fbe(,C H' IJAII`i), f?6 '2IS41. 53.1 2x4 STUDS AT I6"0.0. q4'A 416,96z 00 NOT LAP FLOOR JOIST OVER THIS WALL —� 2 X 10 BLKG./ 16dAT-1O. 5/8" G.W.B. �,PLPP J, wl OJ 600l, � AI 2x P.T,DF. PATE WITH SHOT (ERNE) PINS 08 ac RAMSET / 3331 OR FBI D572 SEE DETAL 121SOJ 1 1/2' LIGHT WT. CONCRETE 2 X 10 BLKG. ! LAUNDRY ' "I AND EQUIPMENT ROOM WALL 16d AT I - SM SON A35 PER BLOCK 2 X 10 BLKG TYPE 'X' GYP FIRE STOP (2)16d AT � I'oe 2 X 4 Q 166 O.C. 'FLAT'-TYP • .fix ;! "+: ell'. , s .: til .A+ -W -L. .q -►. '► .: 'A 1 I TYPICAL BUILDING SECTION 1.1 S3.1 SCALE: 3 4 -1'-0 c 11 5/8` PLYWOOD OVER 2 X 10 °D FLOOR JOISTS 100 9 B' D.C. 100 .. 8 O.C. 0 I SIMPSON A36/13LK 2 X 10 4 X HEADER BLKG. PER PLAN - 5/8. G.W.B. r�Pi ED rl� OD�d —2x4 ! i8'O.C. U.N.O. 1'�(P U,N,D 28% 5I•IEET slI& Fo� ANC,rIO�GIE R5G* alROMENNr6 S PI.WD �i N6A21,.IA. L. dr - 't r1 MIL F�Ak coIJT, ,,,--2 X 4 6 16` D.C. 2- NORMAL MT. CONC. (3000 PSI) REINF. W/ 4 X 4 -WO.5 X WO.5 M.M.F. .---(2) 160/BLK _SIMPSON yT"0/L t'1/ 7g EA. KING POST. F7 (2) 2 X 8 X CONT. 16d AT - 'oo. 2 X 4 6 16' O.C. U.N.O. THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CE RAL SUITE 650 DALLAS, TEXAS 75204 214/522-6" DRAWN BY: JH10228 CHECKED: MLS MASTER NO: 8-86 PAGE NO: 45 ISSUE DATE: 12-3-90 SECTIONS` G TYP. WALL ELEVATIONS sS.1 ... „. .. d N « s. Y I y ' y G a• O.C. TO (2) 2X10 STRUT r ` SrDPSON MST 27 W/ (18) i I EACH END —� / 1 1 li Y A l iy Y f4 'i GI. ayn f I q 1 I h } f Y e, 4 I x it I 4r 11l Y I 2X NAILER PER 3 WOOD BM. PER PLAN ' gyMP ON MST 37 W/ (23) i8D EACH END 2X10 I C. 180 AT B• O.C. BLK. EA. SIDE 3/ S R 5 1/2' 1 • OF DBL. 2X10 3/I72XI0 FLR JST 6: e a. UNDERCPARTY(DB104 (2) 2X 10 STRUTS —� IMPSON W 449 W/ FILLER ATE AS RE 10 STRUT DETAIL ABOVE MECH 51.2 84.1 SCALE 3 4 - 1'-0' 2 X 10 JOISTS SHAPED W/SIMPSON LB 210 TO 2 X 6 NAILER I W8 X 18 4*bW " &-=- W�wNr210 2 ItOFF-40T To Opporel-T 45114, 1a (JBLD To. Wb Ki/ *114on WELD STEEL BEAM 13 IN OFFICE AREA tS1.21S4.1 j SCALE: 1/2'-1 '-0' UTIPT. RM. ELEVATION NAIL iM S F4AI � TRUSS ,SIN Mfsi4 EA. (TYP. ) _ hI M P4cO i?TV LWP "i fA, r0G PoSr60014EUT�1,4/ (4) 140d OAIL0-P @TOP f : C12) I(.PJ (5 HEADEK. �Ci4) Iced �AilL'5 G w_jw roST (I)2xq- Kw(4 f7oprrT TYP- �42�FLOOR OOUBLE SILL -- GENERAL CONTRACTOR TO VERIFY R.O. IN FIELD. (1) 2X4 XTN+P wng; 4 a L N. �, 4 h )i 12'-O' IOR WALL FRAM r- 4 --n- 47`-O• 23 `-a' 23'-a• ..................................................... eun rc to gee 0 CAM , 1; rA 1/4"X3"X7"R EA. SIDE WITH I-3/4 / BOLT �X�X 1/2'X3 1/2' "X S V2"X 10" E WITH 4- 5/8" / BOLT 1 TS SEE PLAN FOR SZE) O r- - _ - - -'---- SECTIO ° " 0- 6 1STEEL BEAM TO WOOD JOIST S1.21S4.1 / SCALE 1-1/2. - 1'-0 (2) 2 X 10 Na(�I+e GoL• 2X STUDS BEYOND 5 S1.2 S4.1 \� f lgr 1C L tit�l.M - eve a FRAM I N4 PLi►N �R 'A" eomp- 2 x 10 I 16` O.C. .. 1/2" X 5 1/2".X O'-61/2" PLATE WITH (2)-5/8" Qf 3/18 BOLTS .l h —WALL STUD WHERE OCCURS —2X NAILER WIDTH TO Mt. BM. FLANGE) W/ 1/2' Mt . CARRIAGE BOLTS Q 24 O.C. STAGGERED — 2 X 10 BLKG. STEEL- p3�,A1"1 3 ST S1.2 S4.1 SCA (1) 2X4 KING POST /2• TS 3X3X3/i6' STL. COL. B:: a TO END COLUMN SIMPSON y1v23lo 1-1 2" - Y� 0�� EA. KING POST _'Zl1/4' STIFFENER F_ og Rt� ISThTM .} + 1 112` ji, PLAN A —A �►" 1ORS [!;!V5/r<p NOTE: BEAMS MAY BE ONE PIECE. BUTT JOINT OPTIONAL 4TtlL ffr�.M 3/16 -V A N'P21� �ccd Il (1) 2X4 TRIMMER (1) 2X4 KING POST- SIMfpe%'6l N�2A- A1JGNo�- 31� S?L . O� . S 1.5 CONTINUOUS ...— 1/4` S PLATES `*TEE L 6EAM REVIS! rtz 0 <o 00 V. W� E,O _ .a W @t Sv"57 O _N Q cr 0 "_I L w 0 0 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUM 1200 DALLAS, TEXAS 75204 214/522-6060 DRA'* BY: JH10228 CHECKED: MLS MASTS NO: r PAGE ): c .„.,y . 1I ti.. ,..»«.. ...>„.. .r.� goy. amt � e ^sm.SC.y Ft k r r 'b �aii-E� w� �n�ITrty-r�PE� N _T o,L, xI 2.2 _o5c? L — S1 0111 6 CANTILEVERED -BALCONY AT CONDENSERS' S 1.2 S4.2 SCALE: V= V-O" SIMPSON TS 18 SIMPSON ST 22 (F.S-) POST TO (4) 2X10 SIMPSON EPC 84 SIMPSON EPC 64 4 iW/(2) ASHER IMPSON EPC 84 SIMPSON EPC B8 /4' DIA. M.B. to IMPSON HO 5 3/40DIA. M.B. 5 A BEAM HOLDDOWN DETAIL S4.2 S4.2 SCALE: 1/2" - 10-0" 12 41 TE SIMPSON ST 22 SON ST 22 TA (2) 2 X 8 SIMPSONO EPC 84 x14 BEAM 4X6POST 2 X 6 STUD SIM N EPC 8 i OP POST 2 X B STUD BALCO 4 X ATE FRAMING 2nG FLOOR TYP. C3) 2 X 10 SIMPSON FHA 24 8 POST STA 5EE Ai i _ t HO, WIa. xB POST jt2 /4'DIA. 8. C ry'X} 6 PTD 3/4'xi7 J- T (2) 2xB CONT. W/ 3/8' BOLTS ! 18' O.C. BALCONY TO BRIDGE 3 CONNECTION (sl .2 S4.2 SCALE: 1 1/2" - i ' —0' 2 X 10 0 16' O.0 2 X 10 BLKG ! 18' O.C. ALE Coltur-TwFAL SIMPSON HH U 28-2 (TYP . ) (2) 2 X 10 SHAPED M 2 X 8 CONT. SIMPSON A35 SIMPSON HUC 28-2 — 2 X 8 CONT: 2 X 10 BLKG. 118' O.C. . X - SILL PLAT 2 DETAIL 0 BALCONY DECK W/3-5/8' ut. from DIA: X 18 S1.2 S4.2 SCALE: 3/4" 1'-0' SIMPSON SIMPSON EPC 84' •. S!.-5 EPC 88 /� . 41- col( 4•-0' !a�-A !�' y' _Tub[ 78P RAIL CENTERLINE OF 1/4 TUBE POST BUILDING O.C. PER AACH'L ELEV.) 1/8 - - JA NOTE: STUD FRAMING OMITTED FOR CLARITY 10J AT %I'S'TAOOENED EACH OF 3/4' 30. STEEL TUBE TWO U+ES (MALE ARE AT r NET) PICKETS AT G'oA WATrPTO IK91 JOISTS EA, GE)E OF STEEL -MME =5: S0.1 51.2 S1.5 2 X 10 S 16' O.0 BEAM FRAMING 0 INSET STAIRS 2 SCALE: 1/4' - i'-0' (2) 2 X B CANT >, SIM A35 I T X 30 8 18'O.0 (S) 2 X 8 CONT. SIMPSOM SIMPSON HUS 28-2 28-2 D2 X 10 SHAPED BRIDGE JSTS. 8 X 10 SHAPED DENSE NO. 1 OR BETTER I q N SIMPSON HHU 88TF (2) 5/8' DIA. BOLTS EA. SIDE OF 8 X 10 4 END WALL TO BRIDGE CONNECTION S1.2 S4.2 SCALE: 3/4 "-i-0' (W-d ' PLATE NUTS TE FOR A SECTION C PLAN (2) 6�a11 DIA. THRtJ 80LTS 3/18 38x3'xl/4" o CLIP ANGLE -I END CAP - WELD G GRIND SMOOTH 9/18' DIA. HE ON 4T TO THE RRAL � BELEVATION 0 NOTES t fi 3y REVISIONS: .p a<o � v W�nN a y < E O o�� i xo � A C %J, �pnyk wumgwy� x.. i -x LL gn t z ? Tal THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SurrE 0*0 - DALLAS, TEXAS 75204 214/522-6060 DRAWN BY: JH10228 CHECKED: MLS MASTER NO: 8-88 PAGE NO: 47 ISSUE DATE: 12-3-90 (SECOND) FLOOR FRAMING DETAILS S402 11 O LID 2X6 SHAPED CONT. l ROOF TRUSS AT BALCONY S5. 4:: 2X6 SHAPED CONT. BEARING WALL — aimraury uco niarour-n 5 SECTION AT GIRDER TRUSSES 55.1 J SCALE: 1 / 2" = V-0" HUC46 HANGER CANTILEVERED TRUSSES U26 HANGER DOUBLE GIRDER TRUSS 4X8 SHAPED 2X6 SHAPED -SUR/L 46 HANGER 12'-0" DBL. GIRDER TRUSS BEARING WALL BELOW OR WOOD BM. @ INSET STAIRS SUR/L 26 HANGER EA. TRUS' CANTILEV TRUSSES 5 NOTE: DO NOT CONNECT CANTILEVERED TRUSSES TO 4X8 SHAPED. HUC 28-2 MSU R/L 26-2 DBL. GIRDER TRUSS HUC 46 HANGER ROOF TRUSSES @ 24" O.C. 'SIMPSON EA. TRUSS (ALTERNAI 12 4 X6 SHAPED CONT. m (DIM. TO END OF TRUSS) -EA. TRUSS TO BEAM (ALTERNATE SIDEAW BEAM RE: P SIMPSON' ST21 15 ROOF TRUSSES @ 24" O.C. EA. TRUSS BEAM & TRUSS BETWEEN WINGS SCALE: 3/4" = V-0" ter., Im..^ (DIM. TO END OF TRUSS) SECTION BETWEEN WINGS SCALE: 3/4" = V-0" DRAFT STOP RE: ROOF FRAMING ROOF TRUSSES @ 24" O.C. ` 2X BLOCKING I END WALL d REVISIONS �ti10� a� .o 00 M W(14 ` �N Q d w W �FO Ln � a �O r7 �G1F 1 sI CV T 0 0 J LL IIIIN U W n ILL THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE 1200 DALLAS, TEXAS 75204 2141522-6060 PAGE NO. 48 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 ROOF FRAMING DETAILS S50 �. CPRo•�IDG 3n 131�oGIL1rIG1 �fRAr-�Ihl�n Gia PPoF&T ry 115i1NIreS_ �,ST02'2 N4 d? 130LT I,4/�2H e,?- 4x to B M, �Wvtil D 2x 12 STLIrns @ 1211no, 2x ` STu ns @ 12" o.G, S5.2 I S5.2 J SCALE: 3/4"= 1'-0" 4-x6, GAIT l�ITo I -I i 161 Nl ,604 r�okrl FAC E I51Mov)r1' H14 2x P7L-A'..IL 2x 12 Go� 2 1 ENTRY FEATURE ELEVATION LeAn7 t•r-,fpIL'N (o ,uFFoRT IWG whl� STU D �_I I'S1111 ' HLJCA8, k-IcTe,+ �A,;TE*A FA,5TL1D io P 4 ao??, 'ro 6m, �-I 12 - IZiMPSo01 A54. +r4F1CiId��, LI- E,Q., �IGE oFSr�ID� 24 I3v)UiI, ci @ /w -lAA;) NP 2,x(y �p PRAMr�� x4 51dpk5 C Ilia 7 51MIiiooI L'rT7.O 1�12�z°� 2x8 P3M, L� I �y PLYW� SPACE X 10 e m, FAsTewro �IPI'orz11J� Itikl(� 5rL1P2 I� 'S1M1'SoW' �IuG¢�c� 2x4 Wol. i -, 11 u 341� t-30Lr��2�i1� E 12- 1 SECTION AT ENTRY .2 55.2)SCALE: 3/4"= 1'-0" REVISIONS 00 w M F �wz a� Quo �QH 'O N T Q 0 m . j ILL I 'W U W n LL THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUrFE 1200 DALLAS, TEXAS 75204 21,022-W PAGE: 49 DRAWN BY: JH10228 CHECKED: MLS ISSUE DATE: 12-3-90 ENTRY FEATURE FRAMING DETAILS S.5.02 SYMBOL LIST -imF- BALANCING VALVE —P-- CHECK VALVE SHUT-OFF VALVE �1 BUTTERFLY VALVE GLOBE VALVE PRESSURE REDUCING VALVE STRAINER " REDUCER , Q t AUTOMATIC AIR VENT UNION PIPE GUIDE X -PIPE ANCHOR PRESSURE GAUGE THERMOMETER —W— WATER MAIN -HWS- HEATING_WATER SUPPLY -HWR- HEATING WATER RETURN - - — COLD WATER - - - - HOT WATER SUPPLY - - HOT WATER RETURN —G— GAS �w-�- WASTE - - VENT —D— INDIRECT WASTE DRAIN -� CLEANOUT -� WALL CLEANOUT FLOOR DRAIN FLOOR SI - GAS COCK X VALVE IN RISER rr —v POINT OF CONNECTION' CAPPED LINE -� ROUND RISER ROUND DROP OTHERMOSTAT ' ABBREVIATIONS AAV AUTOMATIC AIR VENT r A.P. ACCESS PANEL BFP BACKFLOW PREVENTER CFH CUBIC FEET PER HOUR CFM r CUBIC FEET PER MINUT FU '` FIXTURE UNITS COTG CLEAN OUT TO GRADE CW COLD WATER DB DRY BULB TEMPERATUREF, DL DOOR LOUVER EF EXHAUST FAN ESP " EXTERNAL STATIC PRESSURE FCO FLOOR CLEAN OUT FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOOR SINK GAS LINE (FUEL GAS) GA GAUGE GPM GALLONS PER MINUTE HB HOSE BIBB HP HORSEPOWER HW HOT WATER (DOMESTIC) HWR HOT WATER RETURN MBH THOUSAND BTU PER HOUR MH MANHOLE D MOUNTED N/A ` ®r, NOT APPLICABLE r NC NORMALLY CLOSED NO . NORMALLY OPEN OSA OUTSIDE AIR POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH GAUGE P & TI PRESSURE & TEMPERATURE RELIEF RD RPM ROOF DRAIN REVOLUTIONS PER MINUTE RWL RAIN WATER LEADER S.0.V SHUT OFF VALVE U.G. �' UNDERGROUND TSTAT THERMOSTAT UC UNDERCUT V VENT ' VB VACUUM BREAKER W WB WASTE WET BULB TEMPERATURE �F WC WATER CLOSET WCO WALL CLEAN OUT NOTES , � ' ,:� 1. ALLPIPING -SHALL CONFORM -.TO STATE AND LOCAL CODES. SEE SPECIFICATIONS!, FOR ADDITIONAL MATERIAL AND INSTALLATION DESCRIPTION. 2. WASTE, VENT. AND STORM DRAIN PIPING SHALL BE M, 3. WATER PIPING SHALL BE TYPE M COPPER WITHIN AND BETWEEN BUILDINGS. NO WATER PIPING SHALL BE BELOW GRADE WITHIN AND BETWEEN BUILDINGS. 4. COORDINATE ALL GAS, WATER, AND SEWER LINES WITH UNDERGROUND ELECTRICAL SERVICE AND STORM DRAIN. TERMINATE 5 FT. OUTSIDE BUILDING LINE. VERIFY EXACT LOCATION OF INVERT ELEVATIONS OF ALL UTILITIES AND POINTS OF [` CONNECTION. WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER. SEE SPECIFICATIONS. 9 "Woo, 5. PROVIDE SLEEVES IN BUILDING FOOTINGS FOR ALL PIPING BELOW GRADE. SEE STRUCTURAL, ARCHITECTURAL, AND CIVIL DRAWINGS, W, FoF- qE?AIL Of WALL OFEtJIOCvh FOIZ Ac. LW ITr SeC- VeTA.I LS 5 Z/tk4.l LINLES,o H61611••}'T of ut-4IT PROVIDE EXPANSION LOOPS IN HW, pMd NwR, PIP040 APOVE TOP A- 61a7. FLOOR CEILING. SEE TOP FLOOR MECHANICAL PLAN FOR LOCATIONS. PR GUIDES AND ANCHORS. ` e. FURNISH AND LOCATE PANELS FOR CONVENIENT ACCESS .TO ALL OHar-opF VAL4V. ' CLEAN OUTS, ETC, „ F� 9. INSUL.A-i'E NWi HWiZ �j Gl� Pli�lhlG PEIz �1',r�-ic �'~'LGCAI.. n COCl:S ,ctJv A5 REQUIP-St) %o(z r-F ;EZS 10CONTRACTOR TO PROVIDE l2)'SPARE'AC/I UNITS., , TO BE PLACED IN SECOND FLOOR STORAGE ROOM) a r DOMESTIC EXISTING EXISTING NEW NEW cog TOTAL i Ri47 a , ry y a�• �J > Jd e, r SPACE "ATE" HEATING HEATING � ��I`I�da�I+iJ�A�9PpdJW�r`a�� R y� �p'L. „ ��` a� �i EXISTING � � � • � ��r ® I '77- EQUIPMENT LIST Zot�EL-tNE 2c+�G9 5ElzlE=o MorEL Azc.2�j 1� ' SPxx� S iLif NgC. ccaoul.l�, 4" ANt> 3.� I-W Ate. E:LEa-rFL1G I4EA'r, WALL 4LAzEiVS INV,ok j PP.NEL. 1,5 AMP, 20& 'v�2L7=EIWCmLE PHASE, k4ALL CASE FA6-1'1. LEYC/+n) A Nti�c'tt�IzA� CgjZILLt pA4S] ANr' Qw&c _'cotJNEc'I- PoW6tz, rRo./tbE 2 t:x-nzA AG UNIT'S )4P PL C& I Co-r2.o4� EFROV105 W/ 20 AMP PovJE� t-o�D 4,1 ACe hlo�T US>=b �e".t..:.ndde$.b, dr _ ....ued ..,......-. r:.: Sn. ......Y.i§$'.a.. ... .. .. ...... "N eP 130 DEG. F HOT WATER PUMP 6ELL AhJO Ca0 E'i( M®bEL ' 60-1-AAI, 1/3 HP, 1750 RPM, 115.VOLT, 60 HZ. 1 PHASE, ALL BRONZE, 10 GPM AT 25 FEET HEAD, OR EQUAL BY PACO. WH "WATER HEATER - RAYPAK RAYTHERM TIP MODEL-#F,?A 52iMBH INPUT, 6&0.0 MBH OUTPUT, 1& 1152 GPH RECOVERY AT 70 DEG. F TEMPERATURE 9ISE, WITH INTEGRAL DRAFT DIVERTER, TWO REQUIRED. AN hilx" ; eEF EXHAUST FAN FOR GUEST ROOMS - GROAN 670. 50 CFM, 120 VOLT, i PHASE. EF MANAGER'S DUCTED KITCHEN HOOD - W/FAN - BROAN 763008 TWO -SPEED, 30" WIDE, FIXTURE WC N WATER CLOSET 1 WC WATER CLOSET 2 L LAVATORY 1 L LAVATORY 2 L LAVATORY 3 L LAVATORY 4 KS KI"TCHEN SINK 1 BT BATHTUB 1 LS LAUNDRY SINK 1 LS LAUNDRY SINK 2 FS FLOOR SINK 1 HB HOSE BIBB 1 MS MOP SINK 1 SH SHOWER 1 SH SHOWER 2 W TRAP V CW HW REMARKS 4 INTEG.I 2 1/2 - FLOOR MOUNTED TANK TYPE, TYP. GUESTROOM, 4. INTEG. 2 1/2 - FLOOR MOUNTED TANK TYPE, HANDICAP E-LOI-C A'TE0. 2 1 1/2 1 1/2 1/2 1/2 CORIAN INTEGRAL VANITY TOP AND BOWL, TYP. GUESTROOM 2 1 1/2 1 1/2 1/2 1/2 CORIAN CORNER BOWL TOP & BOWL, BACKSPLASH, HANDICAP RM. 2 1 1/2 1 112 1/2 1/2 CoxiAt\I INTG-c,r�L �nN1T-( TUp 13oWL. i1A1t'�1�a RM. 2 1 1/2 1 1/2 1/2 1/2 SEARS PULLM.AN CABINET W/ POLYESTER SINK, MGR'S. APT. 2 1 1/2 1 1/2 1/2 1/2 DOUBLE COMPARTMENT, ENAMELED CAST IRON 2 1 1/2 1 1/2 1/2 1/2 ENAMELED CAST IRON, DRAIN WITH OVERFLOW, MGR'S. APT._ _ 2 1 1/2 1 1/2 1/2 1/2 DOUBLE COMPARTMENT 2 1 1/2 1 1/2 1/2 1/2 SINGLE COMPARTMENT 4 4 2 - - ---- GRATE WITH OVAL FUNNEL e:7i'E P-rL' A /MPS. I - - 3/4 - .R, 6HITH S5oq - NON FK&E2E W/ NON-F-eMOVEP6LE VA�LLIM $Ruk-EF, WALL HYPXANT, 9EG59hEP �0>(j 1,005E KEY 2 2 1 1/2 1/2 1/2 TERRAZZO BASE, DRAIN, HOSE & HOSE BRACKET, MIXING RM. 2 2 1 1/2 1/2 1/2 TERRAZZO BASE WITH SHOWER ENCLOSURE, FLOOR DRAIN, TYP. GUESTROOM 2 2 1 1/2 3/4. 3/4 TILE FLOOR, COVE BASE, SHOWER PAN, FLOOR DRAIN, HANDICAP RM. d REVISIONS: 110 y. N n Q <wz < Q O I �^ � Q W THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE � DALLAS, TEXAS 75204 2141522-6060 - DRAWN BY: z�-.cj, CHECKED: MASTER NO: �lee; PAGE NO: ro ISSUE DATE:11-/3%cIc NOTES, SYMBOLS, EEO. LIST, SCHEDS., & DESIGN DATA A b a � � HB 1 CO — — — , I.E. 21.00' - ------------------- il 7 4 1 WORK/ 1109 TF1 I STORAGE 108 2 110 2 L 107 2 111 2 105 2 113 1 ------ FA J 104 2 114 1 1t�3 2 j 115 2 a 3 I FFF xi 1 4' ni -kkkridEf>uffi'+�'Ma FIN FL ELEV ' 22.50' L1) 102 2 li6 2 C POOL R.R. 18.59 _I I E. r• I I 4' _ L-WAY CO - S T O RELIEF I _ MAR: Fo�-- / I 1 DP TYP ® EACH ICE MACHINE: (1 1/2" PVC CONDUIT FOR I i 6",183 F!.? ELECTRICAL WIRING AND 1- i J _t r �1) 2" PVC REFRIG LINE CHASE !- •• REFE TOL�ER 0 EACH REMOTE CONDENSER _ LOCATED ON BALCONY - REF: I MANAGER' S CI':- DWG 1/MP1.2 & DETAIL 4/A10.4 C4.1-}. OFFICE STORAGE I I rr I r i VENDING r - I JEJ I j I VEST IF• K 1,2,3 I I I OFFICE MAID'S I� ROOM I.E. 18.20' I -- — — HB 6". SAN SEWER, REF: 1 CIVIL WG C4.1 2-WAY CO ING ST u$ '4't;� 1 FIRST FLOOR MECHANICAL PLAN MT—P —1. 1 x'x vF �' r an � c" 4°<»x§. I. 1 bi�l>JkINc� �L1r tTP.IN -�KaY < - o�l e.;'1'EEL M4*7 W/ C-LoSEp Top, 2 5 (' Err IN 000c.), 4 P2.1 FIN FL ELEV 22.50' Q II � u I I 117 2 118 2 119 2 120 2 121 2 122 1 123 1 I I LINEN 154 1 153 2 152 2 151 2 115012 149 2 148 2 14 NowmWAM" 1 LAUNDRY . WING B 1ST '' 11w REVISIONS 7 O ;Hz Q�x U Z �0 LL 0 O n 1 r Ld —i s" 1 � � HOC GAS METER & 0 NATURAL GAS ° SERVICE BY GAS g 00. REF: CIVIL DWG C4.1 LL gF 4" FIRE SERVICE REF: SHT FP-1 & LI� C4.1. i Idr� cr. Lul CL 3" DOMESTIC s WATER, REF: CIVIL DWG C4.1 2" IRRIGATION fLJL--- WATER, REF: CIVIL DWG 64.1 CRAY(RCIFT ARCH ECTc. — INC. 4131 NORT CENTRAL Sum5 DALLAS, ' XAS 75204 214/5 -6060 PAGE: GI DRAWN BY: ,E CHECKED: sk ISSUE DATE: 1--7 /3, FIRST FLOOR MECHANICAL PLAN WING A & WING IS S. �a 'z9rlp '>PLUMB ING NOTES 1. REF: SHEET MP6.1 FOR WASTE & WATER DIAGRAMS. 2. RUN DOMESTIC HOT, COLD & HOT WATER RETURN .LINES ABOVE SECOND FLOOR CEILING. il L, 2,5 P2.1 „as 0 U II STORAGE e I�■� r. `�= _ _ III 1 1�� 1 I �� ■ V A A Il ®® f _ _ ��1��►� �In- �i!�1��►� �1■il��►� �1■i �w�l t��L•_ t� ■!'I� ' ��il�it3► ►7►1i7 1111�11 1 r�� 1�`ii/�Ir�� 1 r��l�/►�I��ii/�Ir�71� Wr."�Ir�►�lM:i/IIr�� 1�1�/l�I�:i/�Ir71�1�/ir`�1��%i III I,�,��I 203 2 264 1 SEE SHT MP1.1 &FOR DTCONTINUUATION 1 i 1 RC 202 1 2651 2 i i n ps i R. w Rau r �� ':- � ,,h . h °a : d� )i�� ,..*y t"$s.� R• e'a £ra' >�a � �� 5 .t y ,; � a o r 3 .. � � ' � .. .: � � � � _ u ,t•.�t a�-.� q .. f r M >'e n oil - e a �I .h I a vSECORD FLOOR MECHANICAL PLAN WINGS A REVIS] M a� awz OaH Quo 44 �aa . U. a j THE p{i 7 CRAlffROFT ARCHITECTS I 4131 NUIRFFI CENCRAL SUITE S50 DALLAS, TIXAS 7520-1 214/5 -6060 PAGE: ;2- DRAWN BY: CHECKED: ISSUE DATE: 1 1319 1 SECOND FLOOR MECHANICAL PLAN WING A & WING B IL A it A 1.2! 4,� F, 64 IF F 92 �i c *74- gig 2, g qV: Fi, 17 Nfl� IN ,iN MIXING/ -IN L INN STORAGE ANN ��z wom "" N_ 0 N I I" Ro cs rim, F ra H �F, N Ni uz PON M" oil IF gN , IF PON ME I rV r.- 161 mm A 190 FU— STORAGE STORAGE ITS 7, 11 if FF, 2—WAY CO WIG C SEWER, r V M711F 4K -4 ,§�, IF ow F g02,<P yog"rp, P li, 'F� 14- F L 0 0 R MECHANICAL P MITI LA W1111 .q SCALE: 1/8"=1'-0" 'r MI iMl�,; 0 Npp, . . ..... If �7' It _77 7; N no - jqp, 1_ j IF - IF: L-1 s ...< .. sa. ..?4 .,..0 t-, .. i e "N d E k v a ,., n r .. ... i. .:_.,,, ,. 4 '.. ., ,+ , , raF xx.r?l.. MUM .., 1 , ... '�.. r_ r . ,.� r: is d , .�. ... m.x.. a .» .. fir:. �. , .,w. .,. ..'. s .. ..:� � ,. -: �� .. a k�. >.. ,., .. r.. t . ,. ,. .- . ,. ... .. ... >"r—IMIMI:ive 5ANN a _.... e .; e , .r .. r. ... a. .. .4 ! _.. `. 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F>�:,s d• pt.:Y " 'r:'h i , �r'r+•.:.. erbd n. _ :e' ,.,... ,. ,: ,. -: h '•ys*`k .. ..r,-. ,.. .. .. r, t~• u.�✓ 3.,. 5 , ,<, z"3 ,..,. :, mod., r ...:. > „ .Y ::. ,.. .. . - ..,KEN LL w�u6ir� v, 1 ARRESTORS ON CW & HW / J I CONNEC7'n CON J r F �I WATER YHAMMER i OFFICE/ STAFF/ GLIESTROOM ENLARGED .cv■ M R 2 'figa£� 10p`;k`n E 8 SECOND FLOOR P1.2 MP4.1 SCALE: 1/411=1'-0I' WATER HEAT E /fo—TOR 7 SECOND FLOOR 1Im P1.2 MP4.1 SCALE: 1/4"=1'-0 i SF O I All x IWOORKISTORIAG F f RST FLOOR . In d' � ALE: 1/ A •,, •�� 3WImn MS POOL HEATER 4 1 1/2'' LINE REF: SPEC SECTI.ON13 TO METER Li; L S-- 1 POOL FILTER El ON 4. YGe .,M Pyt4S � k 'G tC itfl Y, �� k'. eiv i�f . S ye 9t-qy 5 Y N, d•M,aF ""i" Y+£. ! 1""101 ^'d drki Y&Wm.w H 9 I i &k®r'lr%w r-1 i—^ rr1b 1^ A 1 L i REVISIONS ��^^ >. M N �WW O,<z Q�^o 1�1 Ln ,c tl _ I� s r i to ILIL. IL. u I`UL L IL I� i 0 T RI E CRAP ROFT ARCHITECTS I C. 4131 NORTH CENTRAL SLIF-M 5So DALLAS, TEXAS 75204 214/52 -6060 PAGE I "o By C1H : KFD: I<7S�IE DATE: 1113/90 NMI v s 61456'i A4-, I �+ EXTERIOR WALL � GAS DRYER T, 8"dia FIN FLOOR* = 6RoA�l 3k �3q 4lAl� �F NOTE: KEEP INSIDE OF DRYER VENT SMOOTH. a`. DO NOT CONNECT VENT WITH SCREWS-.- Z.,ten. ELEVATION��` t� r 4 , 1 MP5 , NO SCALE h 2 1/2" POOL HEATER 396 CFH 165'TO MTR (2) GAS DRYERS 165 CFH EACH GAS METER 4" 1 1/2" UNDERGROUND FROM 2376 CFH METER TO POOL HEATER BUILDING "C" 1 ax ' MP4.1 MP5.1 NO SCALE r: SUN — HOUSEKEEPING PAD REF ARCHITECTURAL DRAWING 2 1/2" cw, 561 FU 2" HAS, 372 FU 3/4" HWR P4.1IMP5. 1) NO SCALE u 3° 2" SOV VENT CAP : '�-,STORM SHIELD TALL CONE FLASHING ROOF APPROVED THIMBLE WHERE REQUIRED METALBESTOS VENT d FLOOR PRV SET AT r4a PSI STRAINER WITH HOSE BIBB REDUCED PRESSURE BACKFLOW PREVENTER 3", 761 FU MAIN WATER SOV 1st FLOOR J REVISIONS Ic 00 a� m G � E � �Wz a� o Q 0 � Ln � Q H C� mn �s -1 Ap L u IL�Iij 1 IL.0) cc: 1121J v LL T E GRAY ROFT ARCH TECTS INIC. 4131 NORTH SL CEN-TRAL Ti5o DALLAS, �XAS 7520" 214/52 -6060 PAGE: S 1 DRAWN BY: 45 6A CHECKED: ISSUE DATE: ItI3 qo PIPING DIACIAMS & SECTIONS d Irm I 1 1/4" 4"VTRy"j' 2„v —i — — — — 111 �2„v� — — f-1-1/2„v r — 2 "l — — — — Tel 1/2"V T T "V -I I I I I I I I 1/2" i I I 1/2,r 1 3/4"J/I Z V _411W , �4„W 2"W--/ 4„v11 I 1" I I-Ir2„V� �1 1/2 V I 1� 2"V I I , 1/2"VT I 1 T -- T 2"V - -I 1/2" 1/2 3/4"-r �1 I 3/4„ 1/2j1 3/4" I I I I I I I I I I I I I I I I —1 1/2'' I I 2"W 4,rW 4„W I\ 4„W 2„W 4"V POOL RESTROOM RISER DIAGRAM 4"VTRy �1 1/2"V 2r,IVII ^ZTrVI -- �I —2 „V�F IV—r 2-1vT Tf1 1/2"v I 1/2" 1/2" /4,r I 1 3/4r,� I 3/4rr I I I I I I I 1 1/2"V �2"W \-4r,W 1 1 �4„W 2„Wf 4rrv11 ffi o : y A, -- — -- — — — — — — — — 1 1/2"V 2"V 2"V 1 1/2"V' a,e� I----T-m._2rr T 1 1/2"V —J—I T---�— 2r,V —� t I -- I I I t I 1 1/2" I 3/4,r 1/2„ I I I I I I I I I I I I I I I I I I I I If'1 1/2" I �� rrW 4"v 2"W Orr Ill 4 VJ/\ '3.1 MP6.1 NO SCALE" ", ' MIXING ROOM RISER DIAGRAM NO SCALE LocATE 10Ur6�� VAL'� I� WALL p\&nvE SHOWE}2 W ITIH pcGG�S r4l��L CTY n i ear) :a f ,,W--/ 4- 4"W ��i :FLOOR { I +y, SEE O. Y Ssbifi iIR N FOR SIZES .SECOND PIPES ON RACK 4:rrh r r i 1/2" 3/4" `z—vv, `.4,rW I �4"W 211W� 4rrv11 or I 1 r 3/4" —2"V 1211V� �21-V� r1 1/2"V I ; ,—/2r-Ti;V+l -- I L--T-2„V T�., 1/2"�-+---T----r 2I. V-� I I I I I i IIIIIIIIIIII _ I 1 00100 1/2„ i 3/4„ I 1 i I 3/4r4 1 1/2„ I I I I I 2"v---y{ 1-1 1/2"v 1 1 1 1 I I I I a W—� 1 1 I I� 1 1/2--I I _ �. ,_T ,;��. •�i � ;mow �'� a �� na[ a� 'd.. —I III, AI I. . --- , - , . .. A I , .. i , 2rrW 4 v AMP 3 �1 1 /211 V F--2'.V I I 1/2,r --3/4" A REVISIONS ww^^ Ic oc oc O N W EM �ww Oz Q�O 1 CV I�Ap LL. VII LIJ I n, Lu rr_�r 12L i ILJL T E CR " --ROFT ARCM TECTS INC. 4131 \OhT 1 SUITE CL\ 11v L GGO DALLAS, 1-1 XAS 75204 214'52 6060 PAGE: C;!�> DRAWN BY: 1*1.61 CHECKED: ISSUE DATE: RISER DIAGRAMS M P601 Y 4 I �..:. ... - r., ll... ,.. .., r . . .. i ,. v.. r .' ....v a -:...� ..a.-.. X .. . .... .. x _-...E..u.nx ex. .. ,..... .-,..... :.: .... . , . .:: ::,:s.. ...- .. 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F HYY. ,� �n. .,• I. ., <,, x. r , Ir rrl fa P ,<rd{4 P , r g _A I,}^a x `a nf:�a`M3�''�r^r"':e Pt'S' , ��i �i3'I�^�' kriR..l�'i, a - � � ♦ ` �� II � II { t x'r 7i Yv, `ra.�wa4,�,. ","' k�" II � � © j L 1" a.. �7 iii►� m � r ;l O • // fill d � II n I e � Bill M( F • to9; ��rNxA III �� (p � ®© 4y s^��. II I. I �J txi�VpY �t f'qk Y b l a;.' �'' 4 yyS I � AMA � x,"N`�'��4i'7�P�• �r+* ��'z'X,aA�a. d�s"'k,�y,� a�lll t'�ils7 �48 � CL4/�� II _ � Ili 0 I III III ql Ulo a� ve i 3 O MANAGER' - I II OFFICE - : III U 1 S 3 S4 a M Ira `� �}( I �'r, R i�5'�fp h' ail ,x� � �,�5,+ � r`2•. n C, s'�•..;. r5. h , �4 U SFIpt `��`X��*l!7 � � 4 4gia�iiii-iLlis HI16 lalArsh�a"a•}LSr.,adl�.� uessal o 7'777 �+`�"'m 4 �J REVISIONS O � N Q � awz Ln LL o r r W V ICJ ■ I ! 5 THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE r,-C;%d I DALLAS, TEXAS 75204 9 214/522-6060 -b 5 PAGE: &0 DRAWN BY: xmaa-a� 77 CHECKED: I R,c. ISSUE DATE: DILL FIRST FLOOR FIRE PROTECTION PLAN WING A & WING B F Pe 5= ct 51 S x • r J h Y3 Q Y } Q � i F d w.a c Y ci Y t— �> w ,i Z � ]Q r� N 9W C Z J w H Q Sid Q Ya N i= �O :_ :Q lw 171 tJl W �O 1 < 1 75 a�V .WPFL`( KtIgEL pN. -ro FIK� FLoa :xMm 1 tigr r�rnr- 1 I� a Ql II ��,114rl MIRE. Iv 21/2 III 10 I10 11 311 3 -� 12L e' q 4.1-C. RfJ r 21 31 mil R ti WING A T- 1 S��:I law�r«.r�€,b ATTIC FIRE PROTECTION PLAN _ WING A & WING B SCALE: 1/8"=1'-0" 1. �01 0 KEY PLAN WING A WING C WING B WING B seG SHEET FP.5 For-,- c.ONJ 71 JUAMotil 0 EVISIONS W I � M N n �wz In .a 0. a 4 2- c1 FW- THE CRAYCROFT ARCHITECTS INC. PAGE: LvZ DRAWN BY: P.P. CHECKED: R,c, L ISSUE DATE: IZ 3 'o �— ATTIC FIRE PROTECTION PLAN WING A&WING S 1 3 FPs r` Im =0 I�I � 135 2 mmmm� IMMIERN: s n��,o,lµI r+i�k H:yC 8 v .e�i,c � J�Blnk. 1YUW.kS k � 5 a` r, S ,L'Yh k tyK"a` .rvI a k3 w 'f�'PIGrAL � 2 �ICoCi� �F Tn r7FG01� �L PIP��1 - �aE? SEcaNG �Lcb(2.. 6 aj•, m ffonc IN MMINEW 15,E IU N M111 _ffiffll m MM �, wuffi�, Flo- ,_ _, t hAWN _ _'_© m I L WE rw rmr i a =0 MUMM—r.—Lul a ■..:..e _1• ING C 2ND -TPIa-AL I;z.° RI E1Z uF FKor4l rzieS'T PL.00IZ �qpL.-r- Sea FIRST � Laar. rLAI.! TH I5 evH1=:7 lcoi__ GoNTIN i-{p.'1'iohd ,Z411 ziwrm:( Zip F}zorq Alf I v TO SEE SHT. FP.2 FOR DETAILS. '��= SEE SHT. FP.1 FOR NOTES & LEGEND. KEY PLAN WING A WING C N WING B ISIONS y.r M O aQ ¢mow aWz � Q � naw a a Ca 0 4 i Q Q cc 0 ..1 LL ui ui 0. U. i s 1 I s re I E i ® I { s THE I CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE Cj5 o DALLAS, TEXAS 75204 214/522-6060 PAG E: 601:j DRAWN BY: h•P. CHECKED: �.�. ISSUE DATE: 2/3 qo FIRST FLOOR & SECOND FLOOR FIRE PROTECTION PLA WING C 'SLtr 5HEE7 FR,3 FoR. 60OTiOUATio�J- ATTIC FIRE PROTECTION PLAN WING C `1` anti r .: _ 1 "I O I I� II I � =J `1 9 _ 1 Z I r o c1 ! 1 I 1 _ 211" 4I-4) IZ4 Q 1 I I 0 1 _ =I I -1 a 41 S 1'�k _y2�h�fi l.3! I 21�111 I 2l��i IJ �G 2i1� 31_�11 WING C SEE SHT. FP.2 FOR DETAILS. SEE SHT. FP.1 FOR NOTES & LEGEND. KEY PLAN WING A WING C I N WING B .EVISIONS M � xN� Q wz H /a 14 0 T m 0 LL w CL I i i ! 1 5 a THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL sUMT 9050 DALLAS, TEXAS 75204 214J522-6060 PAGE: (P4 DRAWN BY: p.p. CHECKED: .ISSUE DATE: IL 3/qo a ATTIC FIRE PROTECTION PLAN WING C FP. 5 = ti r Rolf aJ w P ELEC LOIIIIIII I ((III, I AI I I Ill 1V;Ii I I I 1 1, Ltilil, i 1 I1I'I I, I : ,^'i, III 1 1I6 LIIA14 (MAX). III .1, 1' 1'.'I HY' - T,') # 1l' (MAT I Ili 1I. #17 fll)Mln II II I I FIf''. AI II HflAll LUNUII(. 11VI Q-__- ('on[ 1 I I I Ill; � Cl'd II MITI IIII Uv' I' I (IWfI A {-, 1 ; . f + 1 I' J 1 I,f, I'- J- Hill , C t l MF H 1P (� I, l f l I Af 1 1- N I t I' ,, + , c CIHI V1 (�) T J JUNCTllI , 1 RFCFPTACI F (1 `PI FX` RECEPTACLE (TOP HALF` SvJ11(_'HF-D) RECEPTACLE (WASHER - F "Inn TELEPHONE (RANGE - 50 AMP) TELEPHONE OUTLET @ +12' U.N.O. 0TELEVISION OUTLET @ +36' U.N.O. EMERCAEACY LIGN-I" EXHAUST FAN OUTLET MOTOR OUT,," � e • � �{ PUSH BUTT0�1 W (C�{ CHIMES 1 I o- THERMOSTAT @ +54' U.N.O. I�{ TRANSFORMER Wt-f"Al -PST-NV ITEM W/ P4..oi L1I.Ill T 9 qE,4 tJ N, c ? IJ�.y.�ipX 5( U"j'O 4w �f'N�fi4Fl SPST SIrJITCH @ +48 U.N 0". 5 �2 2-POLE SWITCH r S3 3-WAY SWITCH 1 SD DOOR TRIP DEVICE sM` MANUAL MOTOR STARTER I ® DISCONNECT SWI-CH 1 _ 1 as H 3E, �'E E I?�T�RE M1 SCALE: NONE L ELE(; T I AL LOAD ANALYSIS OCCUPANCY, CONNECTED LOAD AREA OF SPACE DEMAND LOAD FACTOR DEM%Dt LOAD SERVICE VOLTAGE: 208 KVA AMPS KVA AMPS LIGHTING RECEPTACLES MISC MOTORS A/C REFRIG KITCHEN EQUIPMENT OTHER (VENDING/MISC) LAUNDRY - 56.5 1.0 ;a 5b.5 IWI I 94.5 XX 52.2 141.1 9 14,4 5.2 1.0 5.2 521.4 1.0 521.4 1448.3 15.3 1.0 15.3 42.5 iIl 1.0 4.6 12.8 20.9 1.0 20.9 58.0 CONNECTED LOAD LIGHff l% X 0.25 LARGEST MOTOR X 0.25 676.1 1878.0 14.1 39.2 0.6 1.7 TOTAL LOAD 690.E 1918.8 1 SERVICE CAPACITY 720.0 2000.0 SPARE SERVICE CAPACITY 24.2 81.2 FXTFR�TIIG ATARM �RFII - 1 2 FLOLJ i EO. i SCALE: NI , WING "A° I , C.A.T.V. 6 TELEPHONE SYSTEM NOTE I 1'II(IVIHt. A (.11M1'II H I'IIIWIIil I' "III, 11 '.,ItI IV ''IfrIN III I' I I'1111r1, 111'III11ItU1 IO[.I MITI (It III I I.'.+', II M IIII Art II NNA I'.) I YI'I , L(INI I(AJIIAI I(IN AUII '.1(41AI III At) 1 NI) (A(.I IVI J I.11H I PMI I'll _III ' GN ANII. ';I'I I, It 1 I.A I toil'. il' W It I [it I I IHN [',III (I oY Kill I I, I I III [ A(,I I IIII I A(, l y I I Y Hit LI IN I HAI. I IIH '.I IAI I I'11I IV 111I A I:OMI'I I it I N'; I AI I Al I UN HA01 1) UN 1Hit';I I IITAW I tJU' IIII ';II C I I l t,A 1 I TIN'! I'II(IV I Ht 11 AN[) UY 'A ' I 11 `.;UIIVI Y. I OLA I[ ANII NNA (I:) UN Alit All ill Willi WI IC11 Wit I 1'HUVIlIt UilI IMiIM ';1 I,NAI HI CI IT I.ION, - :I- A S I E CA I V '; H,NAI ';UHVt Y '�HAI I It[ CUNHII(.I FH BY TH [ S CUN HAL I OH IU II[ IFHMINP SIGNAL ;Nit NI,IH, UUAI I IY, tN-1,L10IF RF NCF ,, �OUHCF 1)1[if C I IONS F IL . INC[. IJUF ADD I I I DNA[- LO S IS -IN THE SON I HAL I I J r I Rll (., l 1 1 ( AI. IUH IHLVI. ION OF ADD AN TF NNAFAN UNA[ .,IG AL SUPPORT FOUIPMFNT FIt,.HFOUIRFD TO MAXIM[IF THE CAIb HF(,FI'TION AND DISTRIBUTION SYSFFM IF SO HFOUIHH) 4. THE LA IV CONTHAI1OR SHALL HF ', '^+. n rUH PH0`,iSIClri OF A COMPI_FTF AND APPHOVFD SIGNA, ,u ,.Er 'iOr, AND UIS �HIHUI ION SY c � IFM. PIID`� I,.n E ALL Ai1HI IDNS AND ADJUS 'MEN TS TO THE S tANDAWD c• S c i I' r _�Y� IFM ,H WN FOR F T F F F ... (. 0 C IMUM F T ORM ANCF OF iF L 4TV SY Tr M _ � 5. THE CATV SYSTEM SHAL'_ Br I'," -A' '-FD BY A DUAL [F IFD SYSFFM CONTRACTOR AND �,S1a C-0MPLFTF SY.:'r SHALL BE FULLY TESTED AND TD ALCFPTANCF BY MOTFL 6. 6. PROVIDE ALL REQUIRED MOUNTING HARDWARE,ACCESSORIFS;PLYWOOU TERMINAL BACKBOARD,ETC. -1, ALL GAT•/ WIXI94 SHALL � N.1=.t. L15TEo IICA'T,/° Wlwhl6,- TELEPHONE SYSTEM NOTES: 1. PROVIDE A COMPLETE PREWIRED TELEPHONE CABLE AND OU e SYSTEM' CONNECTED TO TERMINAL BLOCKS IN THE TEL'EPHO EQUIPMENT ROOM. ? 2. THE SYSTEM SHALL BE INSTALLED BY QUALIFIED TELEPHONE SYST CONTRACTOR AND INSTALLERS. 3. THE INSTALLATION SHALL BE PROVIDED COMPLETE WITH ALL REQUIRED HARDWARE, ACCESSORIES, GROUNDING 5;7TFM9,PLYWOOD TFRMFNA',_ BACKBOARD fS),ETC 4. ALL CA5LING,ETC.,SHALL BE NEW,AS APPROVED AND INSTALLED IN A MANNER WHICH IS CONCEALED WITHIN THE BUILDING STRUCTURE. BUNDLE AND ADEQUATELY TIE WRAP ALL CABLES. 5. COORDINATE SYSTEM INSTALLATION WITH THE GENERAL CONTRACTOR AND PROVIDE ALL WORK AND MATERIALS AS SCHEDULED AND IN A TIMELY MANNER. a. ALL TELEPHOJE WIRIN4 5i4ALL. &E I .E.G. LISTaG> FIRE ALARM ZONES zoNa I I WlJ ,� A-Figlll FLOOR ZoNt 2 WINy A - SEcl FLcor< ZoN� 3 tJIN� - Figl 1=LcoR- ZaIJE 4 �I N� - SEco FLoatZ Zoj�E 5 W INy G - �1�.5T �L.col2-- A'' ZONE roEG,14j-) FLOo(Z G GENERAL NOTES I Hilol''II Ahil TIC,!,, All I t)HIPIAI NI, III VH.I WIRING MAI1 HIAl ALL) III I All II I It M', fit IA';STI AY AN[) HI UHllit U, IN(:I I loN(, At I Ul I.I ''dIA1iY I I I MI HI', Wl11 IIII H UH hill 'IHHWU AIII), ()It 'II'I (,11 H II III CUMI'I I II I[It I NI [tit I I I LIIII(,At INGIAI I A[ tort I IIII ';At I'll A(:1OHY I HIR. I I (III ANII. (III HA I ION - AI I I AHOH AN) MA I I H I AI '; ON III[ JHH '.Itlnt I MI [ I At I HI DUIIII Mt NI'; OI At I t I I C1IifI.AI rOUI'; IIAVINO ,IO111'.1D i(: I ION Hill Ifl(:I 0111 At 1 _(:0'!1'; foil Ill[ (A)MI'[[ I1 J(IH At I LUN11OII HIJN' AF '{HOWN 1)1AGHAMMAFI(:AI t Y.AN[ I SHAI I HF HON 10 'kJI l CUNII[ I {OFT'; IN fHF I I1' iI IN A WOHKMAN I IKF MANN[ H. :i. [JHNISH ANII Ill';IAII INGHAVFIJ IAMINATFU NAWI'[At[ 'i ON EACH PAN[ ,MAIN oWITCHHUAHII. AND AI I. UFVLFS IN MAIN SWI TCHBOAHU AND. IF(;THIGA[ FUUIPMFNF. INDICAI[ MANHFACRIHFR'S NAME, �. I S. I CAIAL,OG NUMHF.H V0. lAG � J I' +' I � I F FA tfb ANf. TY[F .M FHF-, A DFSIGNAIFU NAMF ANI) NUMBER OF FOUTI''MFNI.Iti[ FQUIPMFNT SEHVICFU BY THE HFVICF ANU HEPIACEMFNT Fol)F. At! DTvICFS AND EQUIPMENT .BHA. T I l HAVE Ul- LARF ',. MARK _NG-,. 4- PHOVIDF GHOUNIIINil (IN AN APPHOVF[TMANNEH) WHFHF INUICATFU ON PANS AND FLSFWHLHF AS REQUIRED BY EIFLIHICAL COOLS AND BESF PHALTIGF-. GROUND FACJi I INTERRUI-TFH> AS HFOUIRED BY COOTS IN EFFFLT. PFHFORM WORK NFCFSSARY FOR THE COMPLFTF INSTAL',-ATION, - 5. II TS THE IN[F.NT OF THF5FDRAWINGS TODF5CHIBE ACOMPLETE FLECTRICAL JOH. AN, FRHOHS OH OMISSIONS SHALL BE BROUGHT T( THE ATTENTION OF THE OWNER IMMEDIATELY. 6. CONTACT UTILITY COMPANY AND MEET'THAT COMPANY'S PRIMARY AND SECONDARY SERVICE REQUIREMENTS. 7. ALL ELECTRICAL WORK OUTDOORS AND IN WET LOCATIONS SHALL BE WATERPROOF. ANY FIXTURE EOUIPMENT.DEVICE AND MATERIALS IN THIS ENVIROMENT SHALL HAVE A UL LABEL FOR "DAMP LOCATION' AND BE WEATHERPROOF. B. ALL PANELS c IK4." e* 6JRFAcR Ill (EXCEPT WHERE NOTED) AND EQUIPMENT WITH LOCKS KEYED ALIKE, EXCEPT FIRE ALARM PANEL SHALL HAVE A SEPARATE KEY. 9. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE BRANCH CIRCUIT WIRING SHALL BE #12 COPPER. 10. PANEL FEEDER WIRE SIZE IS BASED ON 75 C WIHE. RACEWAY SIZE IS TO BE ACCORDING TO CURRENT N.E.C. 11. X BOXES FOR T.V. ANTENNAS AND ALL ELECTRICAL OUTLETS MOUNTED ON OPPOSITE SIDES OF COMMON PARTY WALLS SHALL HAVE CONNECTION BETWEEN THEM MADE ONLY BY A 24' MINIMUM LENGTH OF LOOPED FLEX CONDUIT TO REDUCE SOUND TRANSFERENCE. 12. ALL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. 13. I ,F. PLC-X16LE GOOIIPL11T'(PE'IL.A.° W 1114 yRpuNr I L.L, ApfR-1 NI9-6 SHALL ME: "TNW 11 o(i''XHHW 11 41OW'LIGHTINur' FIXSCHEDULE TYPE MANUFACTURER CATALOG # MOUNTING LAMPS LOCATION A LIGHTWAY INDUSTRIES MOTEL VANITY DE - LUX MVD-1.50.120 WALL MT. @ +75` (1) F30 SP 30 WM TYP. DRESS. AREA ABOVE LAV. MIRROR B1 CORONET MFG CO INC. RO- 101.3 WALL (1) 1CW IF INC ABOVE NIGHTSTAND B2 CORONET MFG NCO INC. RO- 1014 WALL (2) SSW IF INC ABOVE NTGHTSTAND C CORONETINC, MPG COD RG- 4122 PENDANT (V 75W IF INC ABOVE UNIT DESK LIGHTWAY INDUSTRIES MOTFL CEILING WAY M.C,.W.-26LP SURFACE CEIL'G - (1) PL 13W BATH E NUTONE-STERLTNG UB SURFACE CEIL'G (1) 60W IF INC BALCONIES F Tl io IRS - NJ 4MIN AF • 1�44 - 4- {ZE-GEZsfrp 40W R ylhtRpTlo1J GOU 1 f;R NAc.,_R KIT4-IFS G PRUDENTIAL P-1704-48RS-PR - SURFACE CEIL'G (4) F40 SP 30 WM OFFICE/ VENDING H PROGRESS P 3015 WALL (2) 60W IF INC HANDICAPED BATH I PRUDENTIAL OR PROGESS PIOI-24TS-LPF P- CGI SURFACE (1) F20 T12 CW MGR.UNDER CABINET OFF. UNDER SHELF U LIFHONIA LB-240A SURFACE CEIL'G (2) F40 SP 30.WM LAUNDRY/WORK K LIGHTWAY INDUSTRIES MOTEL WAY 13 II.W.-13 WALL MOUNT, ALIGN W/TOP OF DOOR (1) PL 13W BALCONIES �-tsIRS L PROGRESS P 32368 SURFACE CEIL'G (3) 60W IF INC LOBBY & MGR. DINNING AREA M N MCGRAW- FW1831-208 SURFACE (1) 150W HPS CLEAR BLDG. PERIMETER Q P R HUBBELL VP/VC-152 SURFACE (1) BOW IF INC ROOF & ELEVATOR PIT WHERE OCCURS S LEVITON 9875 SURFACE (1) BOW IF INC MIXTNG,STORAGE ELECT,MECHANICAL T PROGRESS P3813-30 WALL (1) 50W IF INC MGRS DRESSING AREA X1 PRESCOL[TE OR PROGRESS 75322 f'U"' P Awl SURFACE Z)2cW-t'-t�1/�. 1r iNL BALCONIES & STAIRS 147E J I P,�116 P4G U PROGRESS P3516-30 SURFACE (1) 60W INC HANDICAPED BATHROOM V PRESCOLITE A44 WALL (2) 150W R-40 l2) STORY CONDITION STAIRWELL LANDING t� GP PiC) -42 we.IFio1- }312Z WALL- 21 W PAR 38 L.Aet4j W/ T[, R2 TOP LII1N6 Z-- FEP.TLJRec:� EN) k'MERAILIT a MALL 9bLI{LFAc i< 2-5W•24r, bG l N•rEdt 32o v4. 24,/ EMER.4ENe-Y !3A'If81Z`( �IJJf-r 7 i[� REVISIONS: 00 i' °n p v ,Y N r, N I I Q I G Q -=rz Q I r fo iL . L L. Lu UJ �m L 0 ,j ;A4'ro THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE [7l;o DALLAS, TEXAS 75204 2141522-6060 DRAWN BY: e,lsi, CHECKED: MASTER NO: ell 3Al2A!5, PAGE NO: cv6 ISSUE DATE:IZ/3/qo NOTES,SYMBOLS 6 SCHEDULES E 0 . /a,. Ed o0 _ c[ l� �I �I 1 rI �I z w I III� la J Ia Va) Q II o o I� Z I Iw �II III III I �II �I) 211 d„IbU I? FOR GABLE. -�.y, S7LI6 Lap C _ CI) 3u Goh�i7LJIT o(ZTEL�Etf'HbNE — 5E v1GL6 — 5TU Ur IcL E, 6ao�eaoa� - (Z�F 1:3, j . Go, �- mwr . POI�IE:(Z POL.� U T L I T� GgMpAI`fY Pool EaL�iP. mfiiue ...� .I... may. �. M-2512-1 Glow) tee'= SNT. E1.2�_w�•. . . L M# z w) M-2� it. to W) GATE N H , 21 R-S-FEIL 77o ONE-- LIt, E hIAC p,A oN 5Ht 54.I FbR raIZINC� OF I-INIpEp1,1Ro�ND �LEGTizIc+�.L- 6ER�<cE _ ?� r'WIw SWtTcf��ct E¢C ,WW g I r 3 �Ne>:tzc�RaJyh II�IAIZY p6� MouNTEt� T12oIJ5FoRM�l2, �E(Lv1GE= Ste( uTiL.lTcoMP,a.IY -1RAr15f�aRMEI�. }�( uTILIT7 cq�(PAN A� �Y cl"JJ-7 .C-TVFLe fatr�ct MANt Ncw a OM F E N E xt 0E. S R-"(r "T OUT"4DC � ` ' " 1® i II �I— f — 1. VISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR II I I I I 9 N 0o 0-,KwDLO .4 p WPM 2. THEB M�N4tt1�..ELLECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE III iII — 4 covep.(IN2e.MS WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE PfaulftP)(blk ImL nor) LOCAL ORDINANCES. WHERE PLANS CALL FOR A HIGEER . . 7RJViOt MAMt!/.L�AOT,6 e DW A rtO�IZeD STANDARD THAN APPLICABLE CODES THE PLANS SHALL GOVERN. cw5owf:ioNiY. 3. CONDUIT RUNS ARE SHOWN DIAGRAMATICALLY. EXACT LOCATIONS v� n { SHALL BE DETERMINED IN THE FIELD TO SUIT FIELD CONDITIONS. 4. ALL PERMITS SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. 5, CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL MATERIALS AND EQUIPMENT FOR THIS WORK UNLESS OTHERWISE ih NOTED. B A R F� E Lo ~6• FURNISH DISCONNECT SWITCHES AT REMOTE MOTORS. 7. ALL SPACES AS INDICATED ON PANELS OR SWITCHBOARDS SHALL ,•-d ; BE COMPLETE WITH HARDWARE AND BUSSING FOR FUTURE BREAKER ' t [ OR SNITCH: n}"k 8. CHECK ADDITIONAL PLANS FOR DOOR SWINGS BEFORE INSTALLING wa off —LtK.B wLi: C Tp,Worof►�ty' SWITCH OUTLETS. -MLF0. Ma> Izov J } I?Fh- T,tZV. 9. GROUNDING AND BONDING SHALL BE PER CODE PLUS ANYADDITIONAL rtDoNKpb�kp.plHry+ �pw, PROVISIONS SPECIFIED OR SHOWN ON THE DRAWINGS. 4`Ha4'N.(FOIL FWL U6t)-' 10. COORDINATE WITH SERVING ELECTRICAL UTILITY COMPANY. AND MAKE PROVISIONS FOR ELECTRICAL SERVICE ACCORDINGLY. L.tT�s"--_,-- 2°j �I°N 'INCLUDE ALL SERVICE COSTS AND UTILITY COMPANY CHARGES N "� TNT �WIjoN Nk- �� IN BID. IN OFFIGE 11. COORDINATE WITH SERVICE TELEPHONE UTILITY COMPANY AND MAKE PROVISIONS FOR TELEPHONE SERVICE ACCORDINGLY. LOW'., q FMR INCB DE ALL SERVICE COSTS AND ANY UTILITY COMPANY CHARGES 12. COORDINATE WITH THE SERVING CABLE TELEVISION COMPANY AND ao.2 I: o,'L 00 66,4-Lf- MAKE PROVISIONS FOR CABLE TELEVISION ACCORDINGLY. INCLUDE ALL SERVICE COSTS AND UTILITY CHARGES IN BID. i 1 v i4UG I`�ID'rEl Go . �C31J- 611zGUIT -Ngtj Swlro�go NK- IN aFF ICE , E -1/I:z,l Fq2 PerA IL F;p� hw ITaH S�.N� I.o4^-jio _ yl; iFY 5i4N LoaATlolj w/owNEIL. z� REVISIONS W � O x � N QWz H O Q C a �QH F a I �V T J L ^ A w Cx W CL LL. on; THE CRAYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL 511 L T DALLA , TEXAS 75204 ` 214 522-6060 4 PAGE: 6cco DRAWN BY: PIP CHECKED: ISSUE DATE: IZ/3/410 ELECTRICAL SITE PLAN EOm2 E y•u 9 SA a'7.�y:�Tu'in ,. .. ;, d •.,k,.. .. ki+..,}.,u:; .,i,+' .p, �4.' 4w. J--:; � wi`. ,.� r ��{�.: A N ",u�t--'ti•.E i ,dYY .vi,.F! .a, i'nf .`r . � _ r ruMA 60 6 f EM 8 PANEL "ACA2" - DAAIGI uGpu- 7 E 1 STORAGE 2-2,4 6 12 w 211 1 A2-19,21,23 (#12 W) ACA2-33, 35,37,39 (#10 W) 210 2 A2-8,10,12 (#12 W)- 209 2 ACA2-25, 27.29.31 (#10 W)- 208 2 A2-13,15,17 (#12 W) ACA2-17, 19,21,23 (#10 W) 206 2 A2-14,16,18 (#10 W)— A2-9,11,13 (#10 W) — 205 2 ACA2-9 11,13.15 (#10 W) 204 2 p A2-20, 22, 24 (#10 W) 203 "2 NOTE #5 (h�' ACA2-1, I 3,5,7 (#10 W) 202 1 A2-1,3 (#10 W55 ON M-19�21 NOTE #4 2a1 1 E-1- ACA2-10, 12,14,16 (#10 W) - 212 F1 ACA2-2 4, , 68 (#10 WS 213 1 ACA2-18, 20,22.24 (#10 W)— 214 2 r 21 1 NOTE #1 -� J.. , (TYP) }.� NOTES: a ll 1. INDICATES POINT OF CIRCUITRY D I STR I BUT I ON K n a„.,„,�9w FOR INDIVIDUAL ROOM(S) ACA2-26, 28,30.32 ' n� 3" " w1` 2. ALL EXIT LIGHTS (TYPE "X1" SHALL BE INSTALLED (#1 O W) TO BE CLEARLY VISIBLE 3. J—BOX FOR TYPE "N" FIXTURE AT ROOF EAVE . 2 16 2 is 9' REFER TO DETAIL 3 SHEET EO.1 'F1"'" ".. v �r;•••P� 'm� 4. THRU SWITCHES IN OFFICE. REFER TO. DETAIL #3.. SHEET E3.1 FOR SWITCH LOCATION. 5. FOR "MOTEL 6" SIGN, REFER TO q/7, I FOR LOCATION. CIRCUIT ON M-31,33 CONTROL THRU SWITCH IN. MANAGERS OFFICE. REFER TO SHEET E3.1 FOR.. LOCATION OF SWITCH. ACA2-34. LK 1 �#7 �� 1 36,38,40 t .!# E2.1 (#10 W) 219 2 A2-25, 27,29,31 (#1'O W)- 220 2 264 1 A2-26, 28,30,32 (#10 W)- 265 1 E i w lo 1 hNi'm II- WE1�= �• w9�-r _ • • s - • ttWIN WINGS 3 NOTE (TYP) 227 2 NOTE #1 (TYP) 29.31 J 10 W) 228 2 B2-8, 10,12 257 2 256 2 ACB2-10, 12,14,16 (#10 W)---I D 0 C©m SEE 1/8" SCALE FLOOR PLAN FOR CIRCUIT CONTINUATION AC 1 �J I .J I r REVISIONS ''^^ �r M ¢ww z ® 0 F.. �LIF 4131 NORTH CENTRAL sum DALLAS, XAS 75204 214/5 -6060 PAGE_: &8 DRAWN BY: CHECKED: ISSUE DATE, ;;2J3Jjo SECOND FLOOR ELECTRICAL PLAN WING A&WING B E 10_2 PANEL "P" (SUBFEED FROM PANEL ' C1 t7 E � ze V ,}r'' "'4? bV, E E E 7 Il■111 ®® ri 20 -�ur� 12 6 2 L� ACC1-9, 11,13,15 (#10 W) C1-7,9,11 (#12 W) 125 2 J 134 1 ACC2-2,' 4 6,8* (#10 W) —C 1-2 , 4 , 6 136 2 ACC1-10, 12,14,16 (#1O W)- NOTE #1 (TYP) 13 7F21 •, • 12 if I,-111,10 1 FIRST & SECOND F V .31 SCALE: 1, { I ZLJ / I ~ / IIIJ / 1 / U Q, 1T1 / 1/ II /1 1 / 1 / 1 / 1 / 1 II , / 1 / 1 / 1 x1 op1�� ®© I I•I� �© �� © �IIII�II u _ • rE_ 'All \ ■_ II 17 MUM. A �i • I . , c, I _, to •�•� m-I `�isil�lti��filll�d 2 E2.1 R��F�11�ki4x�y. � k fXr}+gyd dgvk,� PANEL "ACC2" PANEL "C2"— ON ELECTRICAL PLANS WING C N WING B FIRST & — SECOND FLOOR ELECTRICAL PLAN WING C E 103 1' -L/ @'1-0' 4FF To -(off' 5EE �iI �Lcy. PL,"cv FoR GONTINUATIoI� — 71 PANEL '�AZ'' s � o PAOEL ''ACAV' -�al WORK/STORAGE 8 SECOND FLOOR E2 1 SCALE: 1 /4 =1 '-0" ; z n ml 1� Z � sC ` ..•y }.� � K$w� v T`d� %� r r �ci JO 1 J 4p SWITCH BANK #1 EXTERIOR NIGHT LICH Y M-21 ---1 ST WINGS A,B—IST FLOOR .;• g Yo M-21 i S�— WINGS A,B-2ND FLOOR E=1 I S EXIT LTS.—WINGS A,B xo E-3----5�— EXIT LTS.—WING C ('`� W M-21 S WING C -IST FLOOR ; r Yo ^M-21 t- S� WING C - 2ND FLOOR y Q SWITCH BANK #2 FASCIA/SIGNAGE =m---- 2 ---� M-21,23 WINGS A,B a= M-21,23x Ste— WING C, M-31, 33 S PROJ. SIGN AT ENTRY FEAT =a y co M —35, 37 T 5�— PROJ SITE SIGN o I I � � �` � f� • �ti PF ,s a �= SWITCH BANK #3 EXTERIOR LIGHTS Q o� M-19 ��5 �+ WINGS A,B—IST FLOOR M-19 S WINGS A,B-2ND FLOOR M-23 S WING C — IST FLOOR (6� M-23 f —1 s WING C —2ND FLOOR °I M-29 - S I POOL LIGHTS I. REFER TO FLOOR PLAN 1/E3.1 FOR SWITCHBANK LOCATION 2. LABEL SWITCHES PER DIAGRAM 3. PROVIDE NAMEPLATES ON SWITCHBANKS #1 & #2 TO READ "TURN ON AT DUSK" AND "TURN OFF AT DAWN' 4. PROVIDE NAMEPLATE ON SWITCHBANK #3 TO READ "TURN ON AT DUSK" AND "TURN OFF AT 12:00 A.M.(MIDNIGHT)" "_ n 7 SWITCHBANK DETAIL E2.1 SCALE: 1/4 )I=1,-0„ IL J z 0 -, SEE 411 eL. V4. PLANO Fop, 48i1 GoNTINUATaQ A.F F 5. m Sam gall T.F.F. ._..� .a.w.�. _..u. + 48" AFF (ci ws) EXHAUST FAN IN SOFFIT. SWITCH W/ LIGHT. COORDINATE W/ MECHANICAL CONTRACTOR N I � 1 `� 1 L EIN ese mall k': fxi• PLANS POP. GoLITINIJATIoh! I a 4al1 A.F F. PANEL "CI" A"r Is? r0Z PANCL "c2" AT Z''P FLQ PANEL"a�cl"aT ISTFL2 PAW TAGGZ° AT 2NP FLR MIXING/STORAGE] 3 SECOND FLOOR cENTEri FIxT�RE o.iER LAB/. C-r(P> 24" SEPARATION BETWEEN BOXES Pool HEATEF (GWS) DEL d O11 f3LP4 PLA�-15 �T1 WdATIoN POOL- EQUIPMENT/ WORK ROOM 2 FIRST FLOOR E2.1 SCALE: 1 /41=1 '-0" WIN —� FOR CIRCUIT CONTINUATION SEE 1/8 SCALE FLOOR PLAN (TYPICAL) ( 1- BEtn) N (2-BEIv) (1) BED (2) BED GUEST UNIT GUEST UNIT .rArl r4V4 C4W5) EXHAUS IN CLSWITCHVAN / LIGHT y F� ��111 111�LINE OF DI 111 111 --• -SEPARATION m n GUEST UNIT- • c I@ LAVATORY ✓ _ ©oADJA,CFNT WALL MTD. LIGHTS TOILET SIDE I I I I ® • �A • sl • p 11 ©al ��► 11 MOUNTINGTYPICAL SWITCH AIL -731 q 11 11u 0 0 1 %- "t'�4t°„ a 'i' ` vex .:.. • • • • • • • �, ^,,�11 J f¢v 9 oj1,d " - - ,.a, a sYz�' Y' is:�i x4rva`" its ^q"fie �N tpc#�,: M1a +'s,. aJ" Y • 1 • • • a 7� ° a"4j' "02 F r�°n'�Ty I) UI�.UIr PER �oM (rYP) REVISIONS M a< o x rq W E d W W ;�.z Ln .o �CaFW-� O N T� I® 0 ILL ui i� uj 0. I I ILL.. '10 T E CRAP ROFT ARCHITECTS I C. 4131 NORTY CENTRAL SL DALLAS, 1EYAS 75204 214/5 -9-6060 PAGE: 1v DRAWN BY: c , CHECKED: ISSUE DATE: IZ/;/qa ENLARGED ELECTRICAL ROOM PLAN E201 Gzssa ,v le AC 1 e n s k� IYt ,,,��.�7k��4�*ar e."=e z%at x / ! / / • / sr,1J Ys w oF • , rill., '�.+x. •. a< w' s ,arc sn 10 �e 4 O REF El REF E1.1 4 O S 2 2 DRYER 9 M-11,13,15 (2 #10,2 #12) A M-7 4 — — — T-2,4,6 WASHER +78" 00 6 10 4 4 6 (� ❑ +44" +12" ❑ 11 M-2' 4' 6�''F�\ O 2 J� v M-38,40 + 2 AC F 2 1 q v 14 F ❑ 23 13 T-8 OLL -`i-- ✓ 'sr 'd 7Yhk o o M-14 4 i 4 v 15 ANTENNA LOCATION a '..x3+,,... i.,. 1. ,, w, q¢ y r I COAXIAL CABLES (SEE SPECS.). ROUTE CABLES UP TO ANTENNA THRU ROOF VENTS. (4) 3 PR. (TEL.) TO "TBB". OOF " - " ' 'TIC ,m RG59 COAXIAL CABLE a? TO HEAD —END EQUIPMENT " 1v' , IN TELEPHONE EQUIPMENT ROOM (TYPICAL) 9 PR 'ONO )OR SIGNAL HEAD —END y V EQUIPMENT., 6 PR. TERMINATE EACH OUTLET ON AT&T-102A APPROVED RJ-11 JACK PLATE. C.A.T.V. BACKBOARD RG59 (TYPICAL) 4'X4'X3/4; THK PLYWOOD. y 3 PR. "TBB" PROVIDE TELEPHONE y IRST TYPE COVER PLATE LOOR TEL. EQUIP. RM. (TYPICAL). �--PROVIOE ADEQUATE CABLE 31� 2-CO TO TELEPHONE LENGTH TO ALLOW FOR & CATV SERVICE POINTS TV SWIVEL. 2 FLOOR COMMUNICATIONS 15 IRISER DIAGRAM E3,. SCALE: NONE CHIME a. E1.1 M-9 '4- rva� 6 s O 3631 N GFI (GWS) -------—---- � �r �w�� s�,r �) ,� IJ ■ • 'gyp f _ ■ �1 s, rd ` m 111 /�� Ir E 1.� � —him m I d"- REF E L 1 1 .5 � - t8 16 1 — — 16 XT — — (TYP) - - 3 (GWS) — — — — i�a AC AC AC AC OFFICE/STAFF SE � ¢2 E` E C i L SORRY 3 E1.1 U.1 SCALE: 3/8' —1 -o WELCOME R4NEC T" r. NOTES BY SYMBOLS �I. 1 1/2" PVC CONDUIT FOR CONTROL WIRING TO REMOTE CONDENSING UNITS. SEE SHEET E1.2 FOR LOCATION. 15 (1) 3" CONDUIT TO TELEPHONE SITE SERVICE POINT. ❑2 MAIN FIRE ALARM CONTROL PANEL."FACT'". - 16 2" CONDUIT (CATV) TO PRESENT OR FUTURE SERVICE P.O.C. AT ST. '� - ❑3 .LOCATE CHIME TRANSFORMER ON WALL AT 7'-0" AFF. 17 2" PVC CONDUIT TO REMOTE CONDENSING UNITS. SEE SHEET E1.2 FOR LOCATION. z ❑ .PANEL "M - — 18. REF TO ARCH. DETAILS) FOR OUTLET MOUNTING REQMTS AT FRONT DECK. FOR -EDWARDS #236 DOOR SWITCHES MOUNTED ABOVE DOOR JAMB. 19 JACK FOR COMP. RESERV. LINE. 6 1 STUB —UP CONDUITS 12" ABOVE FINISH FLOOR AND CAP. 20 SWITCHBANKS, REF 7/E2.1 ❑7 "SOkRY/WELCOME/OFFICE" SIGN MOUNTED ON FACE OF SECOND FLOOR CLOSED 21 30/2 DISCONNECT/STARTER. ' ' NOTES' I" BALCONY RAIL. RUN CONDUIT THRU WALL 2 1/2" BELOW PLYWOOD STUB DECK. REF TO DRAWING 1/A7.1,FOR LOCATION. i PANEL GROUND BUS 22 PAYPHONE AT 36" AFF. &6 ISOLATED GRND.(CU.) ❑6 I 701 TO 705 HOUSE PHONE NO. (REF TO ROOM CHART FOR GUEST ROOM PHONE NO. 23 PANEL 'IT'', REF 2/E3.1 CONDUCTOR TO MAIN ❑ ISERVICE GROUND. ❑g 30A 208V OUTLET FOR DRYER. PANEL BM SIDE WALL. 24 OUTLET FOR PLUG-IN CHIME AT 12" AFF. BONDINGSCREW SINGLE POINT GROUND• 10 M.A.T.V. BACKBOARD ON HIGH WALL.25 RECEPTACLE FOR DISPOSER AT 24" AFF. STAR WIASHERS HUBBELL #I.G.5262 ISOLATED GROUND RECEPT (TWISTLOCK) EACH W/ #12 STAR ❑ ISOLATED GROUND TO GROUND BUS. 26 RECEPTACLE FOR DISHWASHER AT 12" AFF. WASHERS AND NLIT. (2)REOIJtRE D 12 FOR TELEPHONE AND C.A.T.V. EQUIPMENT REFER TO DETAIL. 4,5 SHEET E3.1 27 GFI RECEPT AT ',j511AFF. L"T" 'TAI 13 PULL BOX WITH BARRIERS. 2g. GFI RECEPT AT 12" AFF. FE9 14 TELEPHONE BACKBOARD "TBB". _3. E R 1 „ SCALE: ❑ 118 / J REVISIONS 00 00 �+ M � Cr ;Hz O Q�x Ln 0 I rRZ ICE 0 ILJ` LIJ CC IL i a_ i I I I THE CRAP ROFT ARCHITECTS 111I 4131 NORT i CENTRAL SUTIIE DALLAS, )CAS 7520 214/5 2-6060 PAGE: -II DRAWN BY: C;, a. CHECKED: — ISSUE DATE: 19 N� OFFICE . APARTMENT Eo 4", 5. �a '�' € 1 ° >6, Y 'a.,"" NR a. p rF S < x,e*'ta..ra'"%.F 3 PHASE PRIMARY _. r ` r-IU PROVIDE PRIMARY & SECONDARY UNDERGROUND SERVICES AS RE �1 1 ,. '.... .? r, s" • t w,.Q m if r6 BY THE SERVING UTILITY GO. � rl�� '��• , x'.`, ch x y, F?, y+^' r b i�x. :,+ a, 1i�,.^. PAD MOUNTED TRANSFORMER .-.,;sF xc rr r I;g`^ ' * �i '-r,F.az,` ' p Sri' CONNECT TO MAIN COLD WATER LINE BY UTILITY CO. (PA) gg BY & APPROVED GROUNDING SYSTEM W/ GENERAL CONTRACTOR > 2$0 MCM CU GROUND CONDUCTOR*' r - , , h ,l,;:r `u �•, �u fI'$ a..'}k � ,,' " ' tt, N 1 1 /4"C #-Y'�°c`"x^, 1 20 208 V LT a ha r. 1p %� w• 4M1 �. a '� FdSn< , r F II 3 PHASE, 4 WIRE WY,r-'`v1 (5) 4„ CO W/ 4 ,.#600 MCM — UNDERGROUND PULL SECTION ",,r �'xk?I rLI ---.-------. -------- - — — — -- 3rt£�zt�,%m° `` *, :>•:. ,*vr'.,., ,ill MAIN SWITCHBOARD MVP" BRACED FOR 100K.ICSYSTEM ,.x " ...i, '' - t1 tt f~, w"'r e a" t•� :. «. Y ' a ^M A 1 M1 4 A F i h i i y K � u { R 5 * az x �p 4 r�J r..T�..e4:.. Rq ., e'a�4 � • -i'k w ) ! ,k^..�a.�.xwl ii ,. :. � ,a I , . �#� � a}"� la ,,p fija�j�y., .`� ai tgFl,, r •i r !�'� I Lilw y d� s1,�'a�x"�� e ram.. � v „n :::, ... ,R `, fi "R ": 4 x 9 Te'p sxa a •a .xx�rY Y�+h,„:'€ i - GI gl y W w�'i v aaa ' u. *R.+�K,�,:Y,�"�`x .x n1i i, , •o.i�31 r � r ",uM �„ �;;.. 5 �, a I 2000/. (1) #3/0 CU IN PVC COND TO vv _.;;. `'pko- ai^ .2'I' �' i sis s GROUND ELECTRODE.. (ADD GROUND r 1, i , T P >` r(¢, rt0.'^1: A " `ar'y.., . v 3`......N'.:" Nt'"I ELECTRODE AS REO D O PROVIDE .J .. I LESS THAN 25 OHMS RESISTANCE. 00'—T10YP ICAL SWi MIN. BUSS TYPE (100, 000 A MIN. WITHSTAND) 4 ^p �a1 Y a-- ,,.KTU„ ak •,r` ew's-x`''fi t=a Dozn s.'C I t rz�y t 8 1 A "-T x } n W - 60/3 60/3 100/3 400/3 200/3 400/3 200/3 400/3 100/3 400/3 200/3 400/3 200/3 400/3 200/3 400/ Z G t f e t= 60 60 100 250 125 250 175 250 100 250 150 250 175 < 250 175 250�i ZZ z� L _ _ Q to O K U U U U w ik U iYi U N N U I N N U \ U U U Lm `� U- I1% U O F N \ N N N N n 4,gV +r1t r e ,1a - a,gaf O c0 10 ' M N = N N N M N N J 4k Ilk7 Zk zu, N 9k 4k tv- lk ik Zi° .:\ \ .. .. .. .. .. a.0 a a v (4) #8 & (1) #10GRD,1"Ct,�� ' D�-LL` rerM, X O sro SY}`Y, ¢ PANEL PANEL PANEL PANEL PANE PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL h t it''1 -. a Y3 tms E T L M Al AG A2 AC B1 AC B2 AC C1 AC C2 AC P �� ., a Al A2 B1 B2 C1 C2 d 3.9 5.0 20.9 75.2 36.1 ''72.0 49.7 72.0 29.2 72.0 42.1 72.0 51.6 72.0 49.4 72.0 3.2<„ ✓ ''- y0 KVA KVA ;.,KV.A KVA KVA LtVA_.. KVA KVA sKVA KVA KVA KYQ. KV„A KVA ,KVA ....KVA _ Cl ,•d�. � ,. T rw f "� "� !; ma „.' x ¥ .: �^. .,r W { � � 4'�2 .'7 . , t x. e1 ✓^ 2 ?�P yr- NOTE: .„ ..,,.. .. za' Farb rt< +'"1xu _ '' .-. US CONNECT ISOLATED GROUNf`�"*�''�'.� BUSS TYPE "LPN—RK" CURRENT s, E'1^,Q Z CONDUCTORS TO MAIN ; '""'*sq a`" rr enk LIMITING FUSES (TO PROTECT ' q.hA; ; +„��, '^* '�„ _ *,1,.... "'.•. ALL 10,000 AMP RATED EQUIP * , zO SERVICE �r u" a - 1�II� ^ av t i°n Nzr q,,rIs:'zyAy, .,„e.ie., ',.i .^r',. h Itz 4 SINGLE LINEc FEEDER 1)I ACA ad NO SCALE „ J = E4 1om d T, n Jam, .. .-` I. try 120 VOLT CONTROL CIRCUIT m 120 VOLT CON rROLr �% n �.E P1-B iW NOTE: T1, T2, T3 6 T4 REMOTE OL4#,' BULB LINE VOLTAGE THERMOSTATS W/ MANUAL MOTOR STARTER WEATHER PROOF ENCLOSURES. MOUNT AT UNIT. NOTE ,- x Ir a r�f ¢ • LINE VOLTAGE REMOTE BULBSrA� HP RATED ' I.`I WITH 10 11FG. ADJUSTABI_t UIFFERENf_rAL N. WH-1 WH-2 4 ', z + '+ '*. ^ i °"'K*t""€ sY a a'n€ '1 am ,_` y,'xi+T x " tItr. z$Pa RlFP i .. - : I Ow B2-21 , 23, 25- 30 \ —J 30 / -. SEE 1/8" SCALE FLOOR PLAN FOR CIRCUIT CONTINUATION AMP 1p0 V. 0 PANEL "B2" PANEL "ACB2" . 2 WATER HEATER ST E1.2 1 E4.1 -,ALE: 1/4" = 1 ,- `,, MQ N, ALARM FLOW 3 ,*, SWITCH px 1 6/3 'SO" I ?"a CORD & CAP 2" C.O. STUB OUT TO PLANTER AREA FOR L.V. H )17RIGATION CONTROL. 3 WIRING — 1 0, 12 1 r 'ya,"rf,y+rF:iz'r` h goo — S }i. 17 71 3 FS P 3 ] P — ---- _ 1 / 3 Q H A116, \ 5 ---.._._------- REQD 1 REF I E I.I 3 (TYP) — GWS AC - AC LAUNDRY, ELECTRICAL, 1 LINEN ROOM ELECTRICAL PLAN E I.I IE4.1 'ALE: 1/43' = 1 '-0` 1 3 AC 0 L. LY C) cr Lu 0. IL.L CRAP ROFT ARCHITECTS x I C. 4131 NO CENTRAL S DALLAS, I LYAS 75204 214/5 -6060 PAGE: 12 DRAWN BY: CHECKED: ISSUE DATE: 2 3l�0 LAUNDRY, B_EGTlFdCA,I U NEN ROOM � r I Ew��" 4 * s LL ACE 3XL_ PANEL rrLn 12L)/iO@. V. 30. 4W. 100 A MLO� FLUSH '} KT LOADS KW CKT A DESCRIPTION A B DESCRIPTION y LIGHTS n 0. n SPARE 2 3 RECEPTS n 1.1 n SPARE 4 .a4 „•13a ,.„, ;s 5 SPARE n n SPARE _ 6 SPARE n n SPARE �® 3 .5 9 WASHER 0 n DRYER -- - -- 10 1 1 WASHER 2. 5 n DRYER 12 j Y 13 WASHER 2. WASHER 14 18 0 15 .SPACE n WASHER 0 17 SPACE n WASHER i9 SPACE' n n SPACE i 20 21 SPACE----------------- n n SPACE 22 23 SPACE n n SPACE 124 25 SPACE n n SPACE 6 �O 27 SPACE n n SPACE L'ES :i LL V r0 �., 29 SPACE n n SPACE `AC 1H 31 SPACE n n SPACE 1:32 33 SPACE n n SPACE 34 36 1� 35 SPACE n n SPACE •3 rN 37 SPACE n n SPACE _ 38 ,a 39 SPACE n n SPACE 40 41 SPACE n n SPACE 4` �r ;-aRK 1P. 20A UNLESS NTO. TOTAL CONNECTED.." KW HANDLE LOCK -ON EVI E 4.8 6.6 5.5 A SURFACE PANEL "E" 12O/24RV. 39. 4W. 100 A MLOT FLUSH KT LOADS KW CKT M DESCRIPTION DESCRIPTION � A B C 1 WING 'A' & 'B' EXIT/E n n 2 LIGHTS - LEVEL 25 SPARE 3 WING'C' EXIT/EM n n 4 .4 SPARE 5 FIRE ALARM PANEL n n 0 .5 SPARE 7 SPACE n n SPACE B g n n l0 111 n n � ,12 n 1 14 5 n n i6 tt 18 211 23 n n n n -�-N '' 22 124 25 n n 126 n n 28 r3l n n 30 n n 32 n n 34 - -L 35 n n 36 37 n n 38 39 n n � 140 41 n n 42 BRK 1P. 20A UNLESS NTD. TOTAL CONNECTED 1.4 K'W >F HANDLE LOCK -ON EVIC r 5 ..: �x 1� map cp "ELEC. NO E': HANEL LO Ai'�� IN ROOM" PANEL "I" 12Q1�FI V. 30. 4W. 110 A. MLO FLUSH MCB KT 0 DESCRIPTION LOADS KW DESCRIPTION CKT a A B C i SPARE n 5 /\ DED. I.G. RECEPT. 1 2 3 SPARE n 5 n DED. I.G. RECEPT. 4 5 DESK RECEPTS . n 5 0. n DED. I.G. RECEPT. B 7 SPARE n 5 /-� RE 8 9 SPACE n n SPACE 10 11 n n 12 13 n n 14 15 n n 16 17 1s n n 2020 21 n n -- - 22Y. 23 25 n n n n - 124 126 27 n n 28 29 n n 30 31 31 n n j32 33 n n 34 35 n n 36 37 n n 38 39 n n 40 z 41 n n j42 BRK iP, 20A UNLESS NTD:' * HANDLE LOCK -ON EVIC 2.0 1.5 2.4 TOTAL CONNECTED 5•c1 KW b A s NOTE: PANEL LOCATED IN "TELE./COmm ROOM" NOTE: PANEL LOCATED IN "ELEC. ROOM" r PANEL "M" 120l1.0.@V, 30. 4W.' LL A MLO FLUSH mca KT LOADS KW CKT DESCRIPTION DESCRIPTION A i LOBBY/VENDING LIGHTS n 1 I n OFFICE/MAID LIGHTS 2 3 LOBBY VENDING RECEPTS n 1. n OFFICE/MAID RECEPTS 4 5 n .5 n B RELIEF MGR ROOM 1. MAID TOILET ROOM 7 MGR LIVING DINING n 5 1. n DISHWASHER 9 9 MGR BEDROOM n1. 0.8 n DISPOSER 10 11 WASHER n 1. n SMALL APPL CKT (GFI)i2 13 DRYER 2.2 n SMALL APPL CKT 14 15 1.5 n 18 F)RYFR2.2 VENDING 17 DESK RECEPTS n 1.4 n VENDING to �t 19 PERIM LTG. "A" & "B" n 1.4 n ICE MACHINE CONTROL 20 21 PERIM LTG. "A B C" n 1. 3 ICE MACHINE 22 23 PERIM LTG. "C" n 1. ICE MACHINE 24 25 PERIM FLOOD LTG 1•I ICE MACHINE 28 2. 27 PERIM FLOOD LTG ICE MACHINE �2B 29 POOL LIGHTS n 1. 3 REMOTE COND'R 30 31 MOTEL 6 SIGN @ 1.0 REMOTE COND'R 132 39 WING A LEVEL 2 2. 1 9 I REMOTE COND'R 1 34 . 35 036 MOTEL 6 PROJ SIGN 4 REMOTE COND'R 37 MOTEL 6 PROJ SIGN .0 TELEPHONE ROOM 36 39 RANGE � A UNIT 40 41 RANGE %25 SORRY/WELCOME SIGN 42 BRK 1P. 20A UNLESS NTD. 24 6TOTAL CONNECTED75.2 KW « HANDLE LOCK -ON DEVICE0 4 NOTE: PANEL LOCATED IN "MGR'S OFFICE" REVISIONS 00 00 M �wz a F" O Q Q H 40 wa GRAY ROFT 4RCH TECT'E INC. 4131 NOR CENTRAL S DALLAS, XAS 75204 PAGE: -13 DRAWN BY: S.U. CHECKED: ISSUE DATE, 2�3/qQ PANEL SCHEDULES j� v9 `, Y. aRekl' k"91� )p W ' .Z .0 i� cQ �O Cp w )N �O i� 'o ) )o 'W u FLUSH PANEL"�2i �120/208 V. 39. 4W, 400 A MLO DESCRIPTION DESCRIPTION CKT A ISoOADS IC #T l 1 1.8 2 GUEST ROOM 41221 GUEST ROOM f1254 3 A/C UNIT n 1. A/C UNIT 4 5 GUEST ROOM 0222 1.8 1 GUEST ROOM 0255 6 7 A/C UNIT 1.8 A/C UNIT B 9 8 GUEST ROOM #223 GUEST ROOM 4256 10 S1 A/C UNIT n 1.8 1. A/C UNIT 12 13 1.8 GUEST ROOM #224 1 GUEST ROOM #25' 14 15 A/C UNIT 1.8 8 A C UNIT 16 17 GUEST ROOM #225 T 1.1 n GUEST ROOM #258 1B i9 A/C UNIT 181 8 A/C UNIT 20 21 GUEST ROOM #226 8 n 6 EST ROOM 259 ��- 23 A/C UNIT 1. A/C UNIT i2'4 25 GUEST ROOM 227 GUEST ROOM #260 126 27A/C UNIT 1.8 A/C UNIT 28 29 n 30 1. GUEST ROOM 0261 31 n 1.8 A C UNIT 1. A/C UNIT j32 33 1.8 GUEST ROOM 22 1.8 GUEST ROOM #262 134 35 1. t- A/Cd6 1. A/C UNIT 37 GUEST ROOM J1230 n 1. GUEST ROOM #263 3f' 39 Al8 ;4 A UNIT 41 n n -V-42 SPARE BRK 1-LSE 20A UNLESS NTD. 25.2 25.2 21.6 TOTAL CONNECTED 72.0 KW « HANDLE LOCK -ON EV E 2n0.0 A Ida �F f w Ogg, 1XII F M Ar��k". `�rtG1W A a§ P4' ,' 7nr P„t2 n .a P�F s.' a,...; NOTE: PANEL LOCATED IN STORACE ROOM, 2ND FLOOR FLUSH PANEL�1"IPQ/?0f1V, 30. 4W, 400 A MLOMCB. KT DESCRIPTION LOADS KW DESCRIPTION CKT A B C M 1 POOL REST RM n 1. 1. GUEST ROOM #146 2 3 A/C UNIT 1.8 A C UNIT 4 F. GUEST ROOM 0117 1. GUEST ROOM #147 8 A/C UNIT 1. A/C UNIT 8 0 GUEST ROOM 0118 n 8 GUEST ROOM 41148 �10 19 A/C UNIT 1. A/C UNIT 112 i3 GUEST ROOM #119 n 1. GUEST ROOM #149 '' 15 1 A/C UNIT A/C UNIT 118 17 GUEST ROOM 0120 1. GUEST ROOM #150 118 19 1.8 q C UNIT 1.8 A/C UNIT E20 21 GUEST ROOM WI n 1. GUEST ROOM 11151 12= 23 A/C UNIT 1• A/C UNIT 24 25 GUEST ROOM 14122 n 1. GUEST ROOM #152 26 1 - 27 27 A/C UNIT A UNYT 26 29 GUEST ROOM 4123 1. GUEST ROOM #153 30 31 UNIT . 8A/C A/C UNIT i32 33 LAUNDRY ROOM 1. T GUEST ROOM #15'I ~--F134 35 1.8 A/C UNIT 1.8 A/C UNIT] 36 37 LAUNDRY ROOM n 1. n STORAGE ROOM 138 39 A/C UNIT 1. 1. A C UNIT 40 41 SPARE 425.2 n SPARBRK IP, 20A UNLESS NTO. 25.2 21.6 TOTAL CONNECTED 7 KW w HANDLE LOCK -ON EVI200.0 A I 11 '6M1 .FW°��.n r wrA" ail { i NOTE: PANEL LOCATED IN "ELEC ROOM" SURFACE UJ FLUSH PANEL ''ACA'2"12Q[?Q$V. 30, 4W, 400 A MLO FLUSH KT 1 DESCRIPTION LOADS KW DESCRIPTION CKT. p C i 1 GUEST ROOM #201 1.8 1. W RK/STORAGE 2 1. 3 A/C UNIT 1.8 A/C UNIT 4 GUEST ROOM #202 1.8 1. GUEST ROOM 4211 8 2 A/C UNIT ^ 1. A/C UNIT i 8 9 GUEST ROOM 4203 1. GUEST ROOM 0212 49 11 A/C UNIT 1. A/C UNIT 12 t3 GUEST ROOM #204 1. GUEST ROOM -11213 14 15 15 A/C UNIT 1.8 A/C UNIT is 17 GUEST ROOM 4205 1. GUEST ROOM 421', 18 19 A/C UNIT 1. A/C UNIT j20 21 GUEST ROOM 4206 1.8 GUEST ROOM 11215 22 23-",,1. A/C UNIT I. A/C UNIT `I 25 GUEST ROOM 0207 1. �P GUEST ROOM #21f 126 27 A/C UNIT 1.8 A/C UNIT 28' 29 n 1. 1. GUEST ROOM 11217 30 31 A/C UNIT 1. A/C UNIT 32 33 GUEST 1.8 GUEST ROOM 4218 134 35 A/C UNIT 1.8 1. A/C UNIT 38 37 1.8 138 ROOM 21 39 A/C UNIT 1.8 I A C UNIT 40 41 SPARE n n SPARE 42 BRK 1P, 20A UNLESS NTD. 25.2 25.2 21.6 TOTAL CONNECTED 72.0 KW' tt HANDLE LOCK -ON DEVICE 200.0 A NOTE: PANEL LOCATED IN WORK/STORAGE, 2ND FLOOR PANEL'- 12Q1.1Q-Q.V, 39. 4W, 225 A MLG T,r,�.-,_ �1 IJQW �.. FLUSH PANEL' U: 120/208 V. 39. 4W, 225 MLO-r._ ' A. �o FLUSH PANEL �rA2r� 12Q�iII�V. 30. 4W. 22'S-A. MLd_-,:�._ 0T DESCRIPTION LOADS KW DESCRIPTION �KTE A 1 GUEST ROOM 0262 n 1.5 n GUEST ROOM 0225 '` 3 GUEST ROOM #263 n 5 n GUEST ROOM 0226 4 5 GUEST ROOM #221 n 1. n GUEST ROOM 0258 7 GUEST ROOM #222 n 1, n GUEST ROOM #256 8 9 GUEST ROOM #223 n 1. 5 ^ GUEST ROOM #257 10 11 GUEST ROOM #261 n 1. n GUEST ROOM #227 t2 13 GUEST ROOM 25 n 1.5 1. n GUEST ROOM #228 14 15 GUEST ROOM 4260 ^ 1.5 n GUEST ROOM #229 18 17 GUEST ROOM #224 n 1. n GUEST ROOM 4255 18 19 SPARE n .5 n GUEST ROOM 4253 20 21 VM_1 GUEST ROOM #254 I22 23 n 1 5 n 24 - GUEST ROOM 4230 25 P-1 n 0. n SPARE ;2C 27 ISTORAGE ROWrpn SPARE `B 29 -,,O.2 A/C UNIT 1. n WH STORAGE LIGHTS 30 31 GUEST ROOM #253 1. n WH/STORAGE RECPTS 32 33 A/C UNIT n SPACE 34 35 SPACE n n SPACE 38 37 SPACE n n SPACE 38 39 SPACE n n SPACE 40 41 SPACE n n SPACE 42 BRK IP., 20A UNLESS NTD. 13.5 15.1 13.5 TOTAL CONNECTED KW HANDLE LOCK -ON EVI E -LL6-1 p NOTE PANEL LOCATED IN STORAGE ROOM, 2ND FLOOR KW 0T DESCRIPTION DESCRIPTION CKT T ALOADS 1 GUEST ROOM #118 n 1.0 9 n POOL RR, STORAGE _ ! 2 3 GUEST ROOM 4119 n 1.5 1.5 n GUEST ROOM 4117 4 5 GUEST ROOM 0153 n 1. 1. ^ GUEST ROOM 0154 6 7 GUEST ROOM #121 n 1, n GUEST ROOM #151 6 9 GUEST ROOM #122 n .5 1. n GUEST ROOM #152 10 11 GUEST ROOM 11150 n 1. n GUEST ROOM #120 �12 13 GUEST ROOM #146 n 5 1. n GUEST ROOM 4148 14 15 GUEST ROOM 1,1147 n 1. n GUEST ROOM #149 iis 17 ELEC RM LIGHTS n 0. n GUEST ROOM #123 i6 19 ELEC RM RECEPTS n p, n SPARE 20 21 SPARE n n SPARE � 22 23 SPACE n 1.8 LINEN RM 24 25 SPACE n 1.8 A/C UNIT !26 27 SPACE n n SPACE 'a 29 SPACE n n SPACE 30 31 SPACE n n SPACE 132 33 SPACE n n SPACE 134 d- 35 n n 36 SPACE SPACE 37 SPACE n n SPACE 30 39 SPACE n n SPACE 40 41 SPACE n n SPACE !42 BRK IP, 20A UNLESS NTD, 10 7 9.0 9.5 TOTAL CONNECTED 2i 'h:w +t HANDLE LOCK -ON EVIC 8] �_ A Llmw��wIl NOTE.. PANEL LOCATED IN "ELEC ROOM" 0T DESCRIPTION LOADS KW DESCRIPTION COT A 1 GUEST ROOM #201 n 0. 1, n GUEST ROOM 212 , I 3 GUEST ROOM 202 n .5 1. n GUEST ROOM 213 4 5 GUEST ROOM #266 ^ 1.5 1. ^ .�r_ WORK/STORAGE 6 j 7 GUEST ROOM #204 n 1. n GUEST ROOM #215 B 9 GUEST ROOM 4205n1.5 .5 n GUEST ROOM 11216 ld 11 ,GUEST ROOM 4220 n 1.5 1. n GUEST ROOM #209 I 12 13 GUEST ROOM 20 n 1.5 1, n GUEST ROOM f1218 14 15 GUEST ROOM #208 n .5 5 n `_ GUEST ROOM 4219 16 1.5 � t"` 17 GUEST ROOM #217 n 1. n GUEST ROOM #20fi 18 19 n 5 n GUEST ROOM 2 i. GUEST ROOM ff 264 20 21 GUEST ROOM #211 n 5 n GUEST ROOM #265 ;22 23 GUEST ROOM #214 n 5 1. n GUEST ROOM 0203 24 25 GUEST ROOM 11220 1. GUEST ROOM #265 26 27 A/C UNIT 1.8 A/C UNIT 12B 29 GUEST ROOM #264 1. GUEST ROOM 4266 130 31 A/C UNIT 1.8 A/C UNIT 32 33 SPARE n n SPARE 34 35 SPARE n n SPARE 36 37 it n 38 39 (1 n 40 41 n n 42 BRK iP, 20A UNLESS NTD. TOTAL CONNECTED + KW « HANDLE LOCK ON EV 18.5 15.6 15.6 A &ro F11in Mf tl ".7•. ++ [ nyv 4 ya. A3 �MNG4 A f I y 4 I I NOTE: PANEL LOCATED IN WORK/STORAGE, 2ND FLOOR vg 4 ... iY M`k ... k' ' �' .ydei,,.i N;... . v:. W.,N. .,-.:Y.. x_ .l&e6fi �W, Are�ii�..,6o�,�n� v ! x;x .. �.. w .: „ -y .: .. .. .. k.. . e .. :.. '*:'. e'" ,.>,.a,n::.i i- `- i�3., .�..T.`6op G � �, ti .. vv..,P ..,oF - S ., i6..i 4 ...pN yr .� .. .. ..:.. .. ... l h'III& iJ ..:U ..,I'by.� .r' , `n Nq) ...�< ��.. xi ..0 -3. , ��.. U !P: A 11'w`uP '.Y% e. M1. � v�,.b �'FE,�lo ,d� M'�3 ,.-.....a.._.._.„,... F .. x< .^:., 'V ,r a ., ., ..,.. Y.. '3� :' s''�s ry> ,.� r;., the '�.r. ....ry 4rt,a i. .,, `�€3i,,.w suudkn, .ez..: .. �. 1d t..'YT'6a :'t;r r,. v ..,.P.: ..-. .f fi.-.. �'+'a!'^.'�+N'� d n li4' 1.:F •.r.-LJY,f�I f l'.�... .i, w�.s» aa�.*r�i6.vS'�f. m:..im s'�»<rw � i "' L... rv, ideE�Al� .n 3 An . �-- PANEL"9C,A.L" 120/208 V. 30. 4w. ' A. MLO 0r DESCRIPTION LOADS KC DESCRIPTION CKT A 1 OFFICE 1. WORK/STORAGE 2 3 A/C UNIT I,% A/C UNIT 4 5 1.8 � OFFICE 1. GUEST ROOM #108 8 7 1.8 A/C UNIT 1. A/C UNIT 8 9 VENDING ROOM 1.8 GUEST ROOM 4109 10 A/CUNIT 1A/C UNIT 12 kI RELIEF MGR 1. GUEST ROOM #ll0 14 15 A/C UNIT I.8 A/C UNIT i6 17 1.8 GUEST ROOM 1 2 1. GUEST ROOM #111 18 i9 1.8 A/C UNIT 1. A/C UNIT 21 �i20 GUEST ROOM #103 .8 GUEST ROOM #112 22 23 A/C UNIT 1. A/C UNIT 124 25 8 ROOM 11 26 ?7 A C UNIT A/C UNIT 2B 29 GUEST ROOM #10 1. GUEST ROOM #114 30 31 A/C UNIT 1. A/C UNIT 32 33 GUEST ROOM fII06 J- - T GUEST ROOM #115 34 35 A/C UNIT 1. l A/C UNIT 36 37 GUEST ROOM 10 1 8 1.8 GUEST ROOM 116 38 39 .8 A/C UNIT 8A/C UNIT 40 41 SPA n 42 BRK 1P. 2OA UNLESS NTO. PARE TOTAL CONNECTED 7��?IKw M HANDLE LOCK -ON EV 25.2 25.2 2524 A NOTE: PANEL LOCATED IN WORK/STORAGE ROOM, 1ST FLOOR FLUSH PANEL ram' 12.Q�,QQV, 30. 4W, 225 A. MLO KT DESCRIPTION LOADS KW CKT Al80 IC0DESCRIPTION 1 GUEST ROOM #102 n 1, 'S n GUEST ROOM 0109 2 3 GUEST ROOM # n 1.103 1.5 1n GUEST ROOM #110 4 5 n 1.5 n 6 GUEST ROOM 115 1. GUEST ROOM #113 7 GUEST ROOM 4105 n '1. n GUEST ROOM #114 8 9 GUEST ROOM 11106 n 1. 5 n GUEST ROOM 0104 10 11 GUEST ROOM 112 n 1'5 1. n GUEST ROOM #116 12 1.8 13 GUEST ROOM 4107 n 1. MGR BEDROOM 14 15 GUEST ROOM 108 n 1.5 A/C UNIT 18 17 GUEST ROOM 4111 n 1. 8 qj MGR DINING ROOM 18 19 MR LIVING ROOM 1.8 1. A/C UNIT �20 21 A/C UNIT 1.8 (-" SPARE 21' 23 MAID'S ROOM 1. n WORK/STORAGE 24 25 A/C UNIT 1. n SPARE 126 27 SPACE n n SPACE�8 29 SPACE n n SPACE 130 31 SPACE n n SPACE 132 33 SPACE n n SPACE 34 35 n n '38 SPACE SPACE 37 SPACE n n SPACE 38 39 SPACE n n SPACE 40 41 SPACE n n SPACE 142 BRK iP, 20A UNLESS NTD. 12.9 11.1 12.1 TOTAL CONNECTED 3 KW 46T rt HANDLE LOCK -ON DEVICE' A NOTE: PANEL LOCATED IN "WORK/STORAGE ROOM, 1ST FLOOR G J s REVISIONS '^ o P U� � Q = �wz..I I.., x a " Q�O �CaF� C) T' a I F F g J e LLB I T W 0. U. ! - -- k - - - - M c ^ri A %$4^t A a T E CRAP ROFT ARCHITECTS INC. 4131 NORTII CENTRAL SUITE DALLAS, TEYAS 75204 214/522 606. PAGE: "14- DRAWN BY: 5 ®aN CHECKED: ISS 1 DATE: PANEL SCHEDULES E5 .2 r,a , aIWN� i4+ jO�6'.. �:x �`�; k"-, q�3 '.'�"uaxv m.L�wv'�P&'.k*A`#�'la#%'�✓..4Jln�^,'1�"r'�.�tkSSe�.�Fv °a$F.sS ^��!:�'.. �Y sn'�� U,. rch ..� :c- , ., w. ,,,,st 5 xSi SURFAC� FLUSH P'� PANEL "P" 120/208 V, 39, 4W. 100 A, MLOMCB= 0T DESCRIPTION LOADS KC DESCRIPTION CST A 1 POOL EQUIP LIGHTS n 0 8 POOL PUMP ` 3 POOL EQUIP RECEPTS n 0.4 POOL PUMP 4 5 POOL HEATER n p,0 POOL PUMP 0 7 SPARE n n SPARE 9 SPACE n n SPACE ! 10 11 SPACE n n SPACE 112 13 SPACE n n SPACE14 15 SPACE n n SPACE 118 17 SPACE n n SPACE 18 21 n n 22 23 n n Q 25 n n �8 ' 27 n n mom. r28 29 n n 30 31 n n 33 n n T4: 35 n n 38 i 37 -__..0 , 39 n n 41 n n � 42 BRK SP, 20A UNLESS NTD. 1.0 1.2 1.0 TOTAL CONNECTED 3.2 KW 4 HANDLE LOCK -ON DEVICE 8.9 A p J q h 7 n i NOTE: PANEL LOCATED IN POOL. EQUIP ROOM y„ S 3y. `'t 'M�,s g `�° i3e ''�" � k :¢i�x4,,� 31x"'�R 1sae� .,Y �,<t.}+.�ka?� N2s$'% ay n� %`air � 'r , � ? -�, a Gg,F�i � nM1�a < � 1 } s� '�"'� �^rz"��#„xA -trx m 3. �w "�,", �F .,� s��'aybµ�c � 4Y-x� � r. � rir s'w C.,. . � � . a a�;5�p x''"h c a �& �° �' .:.,':� �;a'�` . �.'c, .s'a a v , av^. 'S1 rs.r,+'".x,. ��^ ��''. '-soma. :�'�"w •..,�', � ��-:w¢3,t ."rk ;a�.a�e n�.. Fe�c!N'kAa,�! W. �,...� FLUSH PANLL`�A�C2"1�L.zS2t3V, 30.4W.400 A MLO,�� T DESCRIPTION KW DESCRIPTION CKT ALOADS 0MCB r 1 GUEST ROOM #232 -81 1.8 GUEST ROOM #241 2 3 A/C UNIT A/C UNIT 4 5 1. 8 GUEST R M 2 L 8 GUEST ROOM #242 ! 7 A/C UNIT 8 8 T 1. 9 GUEST ROOM #231. GUEST ROOM #243 10 11 A/C UNIT (IN1. A/C UNIT 112 13 rp GUEST ROOM #235 1.8 GUEST ROOM 4244 i14 15 1.8 A/C UNIT 1. A/C UNIT 116 t7 GUEST ROOM #236 1.8 GUEST ROOM #245 i8 19 A/C UNIT 1.8 A/C UNIT 120 2t GUEST ROOM #237 IX GUEST ROOM #246 23 A/C UNIT A/C UNIT 124 25 GUEST ROOM 238 1.8 GUEST ROOM 4247 128 27 A/C UNIT 1.8 1. A/C UNIT 28 29 GUEST ROOM #239 rp GUEST ROOM #248 130 31 .8 A/C UNIT I LN A C UNIT 32 33 GUEST ROOM #240 1.8 i GUEST ROOM #2+9 34 35 A/C UNIT 8 1.8 A/C UNIT 38 37 8 __ 138 GUEST ROOM 2, 39 40 A/C UNIT 1. A/C UNIT 41 n n _ ..�1 14` SPARE SPARE BRK iP. 20A UNLESS NTD. 25.2 25.2 1.6 TOTAL CONNECTED"' KW w HANDLE LOCK -ON EV A NOTE: PANEL LOCATED IN STORAGE ROOM, 2ND FLOOR %i usH PANELC2" laQZ-i fi V. 39. 4W. 225 A KT DESCRIPTION KW DESCRIPTION CKT ALI JCJ r 1 GUEST ROOM #231 n 1. 5 n GUEST ROOM #242 2 3 GUEST ROOM #232 n 1 n GUEST ROOM 4243 4 5 GUEST ROOM 0247 n 5 1 n GUEST ROOM #236 B 7 GUEST ROOM #234 n GUEST ROOM 4245 8 9 GUEST ROOM 0235 n 1 ^GUEST 10 ROOM t246 11 GUEST ROOM #244 n 1.5 n GUEST ROOM 4233 its 13 GUEST ROOM #237 n1.5 5 n GUEST ROOM #249 " 4 15 GUEST ROOM 4238 n 1 1 n GUEST ROOM #250 16 17 GUEST ROOM #241 n 1. 5 n GUEST ROOM #251 19 GUEST ROOM #239 n 1, 5 n GUEST ROOM #252 20 21 GUEST ROOM #240 n 1.5 1. GUEST ROOM 4248 22 23 MIXING/STORAGE ROOM n 1. 0 n STORAGE ROOM i24 25 GUEST ROOM #231 1. GUEST ROOM 4251 28 27 _ A/C UNIT 1.8 I. 4 A/C UNIT 28 29 STORAGE ROOM .8 1. GUEST ROOM #252 30 A/C UNIT 1.8 A/C UNIT 32 33 SPARE n n SPARE 34 35 n n 38 SPARE 37 n n 38 39 n n 40 41 n n 42 BRK IP, 20A UNLESS NTD. TOTAL CONNECTE04�4KW « HANDLE LOCK -ON V 19.2 15.6 14.6 A i v NOTE: PANEL LOCATED IN _STORAGEROOM, 2ND FLOOR ry, x• "tee., .s.e <u �.. �� Fr, � z F,�N15 i v'f FLUSH PANL L ACC1'i2�„.20B V. 30. 4W, 400 A h+1.0 �T DESCRIPTION KW DESCRIPTION CKT ALOADS 1 GUEST ROOM 4124 1.8 GUEST ROOM #133 2 3 1.8 A/C UNIT A/C UNIT 4 5 8 GUEST ROOM #125 1. GUEST ROOM #134 e 7 A/C UNIT A/C UNIT 8 g 1.8 GUEST ROOM #135 t0 11 A/C UNIT 1 8 8 A/C UNIT ;12 13 GUEST n 8 ROOM 1. GUEST ROOM #136 ;14 t5 A/C UNIT A/C UNIT 18 t7 nGUEST GUEST ROOM 128 ROOM #137 118 19 A/C UNIT 1.8A/C 28- UNIT 20 21 GUEST ROOM #129 GUEST ROOM #13c !22 23 A C UNIT A/C UNIT 24 25 GUEST ROOM 130 .8 1. n GUEST ROOM #139 28 27 A C UNIT 1. A/C UNIT 128 29 GUEST ROOM #131 1. GUEST ROOM 0140 30 31 A/C UNIT 1. A/C UNIT 32 33 GUEST ROOM #132 1. GUEST ROOM 0141 34 35 A/C UNIT .8 1.8 A/C UNIT 38 37 WORK ROOM n 1.8 1.8 GUEST ROOM #142 38 39 1. A/C UNIT 1. A/C UNIT 40 41 SPARE n n SPARE 42 BRK 1P, 20A UNLESS NTD. e HANDLE LOCK -ON V 25.2 25.2 21.6 TOTAL CONNECTED Z2.0 W KA 20� NOTE: PANEL LOCATED IN STORAGE ROOM, 1ST FLOOR FLUSH PANEL'"Ll" 12O/?Q@V. 39. 4W. MLO_,_ MCB #T DESCRIPTION LOADS KC DESCRIPTION CKT A �rT 1 GUEST ROOM #124 n 1. 1, n GUEST ROOM 4134 2 3 n 1. n 4 GUEST ROOM, fl1251. GUEST ROOM #135 5 GUEST ROOM 13 n 1. n GUEST ROOM #128 B 7 GUEST ROOM 126 n 1. n GUEST ROOM #138 8 9 GUEST ROOM 12 n 1.5 n GUEST ROOM #139 10 1t GUEST ROOM i 6 n 1. n GUEST ROOM #140 12 13 EST ROOM 1 0 n 1. n GUEST ROOM #141 14 15 n 5 n 18 QUEST1.5 ROOM 14 17 n 1 S n CHEST ROOM 4132GUEST ROOM #142 SB 19 GUEST ROOM #133 n 1.5 1. n GUEST ROOM #143 20 21 GUEST ROOM #129 n 1, n GUEST ROOM #144 22 23 GUEST ROOM #143 1. n STORAGE ROOM 24 25 L O rPl PANEL "P" 28 27 GUEST ROOM #144 1.8 PANEL "P" 28 29 1. A/C UNIT PANEL "P" 30 31 GUEST ROOM 0145 n SPARE 32 33 A C UNIT 1. n SPARE 34 35 GUEST ROOM 146 n 1. n SPACE 38 37SPACF n n 38 PACE 39 SPACE n n SPACE 40 41 SPACE n n SPACE 42 BRK iP, 20A UNLESS NTD. 18.4 16.8 16.4 TOTAL CONNECTED i1.6 KW « HANDLE LOCK -ON EV C 45.5 A fi NOTE: PANEL LOCATED IN STORAGE ROOM, 1ST FLOOR REVISIONS ''^^ 00 x O fq � x N � � N Q � W W aHZ � 0 �aF i i i V ! Q ,J U'1 . ' s n W LLB 3 r � 0. ! � I 9 s i 10 T E CRAW ROFT ARCHI ECTS INC." 4131 NORTH CENTRAL SUfrE 1 DALLAS, T XAS 75204 214/5 PAGE: IS DRAWN BY: ".-_ CHECKED ISSUE 1)" g g:: 12.3 sc: Mb p� l x� wy �. a� WING C Z7 fY H- 1 4 Svn Q O 1 §'J YNx i 1k, x WI ZZ G N aQ i a et a M `¢W ao f., i� om, IHR rdallm-col MPAI LL 1 1 , 1 1 ' 4 ,. 1¢ 0 R IN 1 ASSOCIAT[S, INC. i40 TENTH AVENUE SUITE I 1 BEACH, FLORIDA 32960 A% r4,v �I-IGH I Ny HI;VjH? _ GC,% Tta HVIFIHT / 2I L I� 411 Wa rE2 ;'' Mul.ai �iLIGEk 1011 WIVTN VBIZ I"Cel, — pp►TFrH -- Ikpe %�� X�� yy7W I M - — V(il" R✓YCi VNI�'�'f"F �M -W Y3OF 0aj-, — — - SIN FRIG-- 1211 vw,�Vur-L -- XA1J -HRW H&W F41`4 IF Fwk-T06T I µD1a,r5b MWO THIN L-T W"T WLIN� IF PIU11) Duct - ---� Pt l� r44 _,*U L Ly I N TO C VCLk4 L2 oT TiZUNK 3" HWL11_11_1 FJVT eaLL C1yR) : dEE IIv(E DacNE 'A' x r m k "s. TYPICAL DETAILS -rHIKI Soa,MIN 0444GHE5 ,11 goo Eu LI.I l-IK, 1 F FI5,L1, ak, 3 Guy4 ICl/ FWTI5,�,TIvr, HabE 1L1►z�J6uGK51 FWLLU�H wile c4-v6E6 2X4x 3,0 S faKtiS Ok A4471 H Wl1C.HortS . t� I'IJ�NT C�uTETz_ �NoWN oN PLAN Ur�uNn �� I NET PL1ily �:rvP) I, 17"00.y1 6 q g j, M I N. 1+0 5 c1dLLoN 2/3 NdTlvr-'vI L• y30L�idN I� M I X ��I r Wayr, EYJS" 501 L MDR D CAN fF.E I Ti'?EG Wkb+� 1� 4� Wd?Ei2 /,�1J GE1Z $�GLFI LL W/ - 2j3Na-rIv¢�oI = I � �3 OIZaAlJ IG M IK, VV44H F-INP4•Tt BY PERK -iL�6T .1�-`i t ll1.lY1E� 3" GdL•� TIE }{ j DP % U4-;, 4 17H �JK1�'Y sTlgr� gj S�Ur� e xrpp We-"* NI-GAKboN STEEL IbAW17ia TO MOW b4 *T,FIJS 11,-1 1'LAGE VLJKIWc;J ryf GCi � i� L-�T F1dIL I�TTEt-15T0 PAl-I"I. 1-I�Ic�H7 OPT 1�TTEJ-15 - SFi�LI- ibE LO�f TEL7 11-i KF-- LATIDLJ To ML HII e r 1 ' THP PfJ-M FpK LDA"I:i l�l a Pam! I I-JCa ill TP-E - ezz IeutcLar 3„ N1Ul cH -- - MIN,3 - 3" DIN. ROUND WOOD 5RXE5 FIt JISNErJ G 1Ci17E - i 0 M urn 1- pHOL5 n0tI IW2 '3" 15rak-Ok1 Car-447E>' FIL_L .6.lc0uut7 11�AI.i la/ 90 M 3 t I LI LA�- -H �' 311 IaI6iC2 �jpLIGEI �J MIX i4E�6�N Tyr, et�u Hix,:509AGOh1�5Tk 10 IUA f l vE W MV FME fb (2 �0I L. vas y 4 41)G F7W'f I W Ue i M I NWk,-Ls P6R IrLhti►T 4.. Iw MEIiT �ILTE6T HIC,H HUM; &CIO �r-CZfl I./11V oeEq) �OMT I �6G� D ItiV I `. \/INS•`: �111ZD� TO F�NC.+G oa k1�LL� W/ 11E:p L.L4 ON TYPE W4CJ I01ZA2 , ar. PL&IJ �OIZ 5r4G I NGt , �IROUNVGD /!� o¢ `7HOLIE,5 —I �% c% s ems••"�='.i1 ='ter-��" O. -ryP, SL prl Iz rM 5NT TYPICAL TREE DETAIL I WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER. SECURE NEAR TOP AND BOTTOM • WITH HEMP STRING ONLY 3"LAYER OF MULCH 4" SAUCER BERM RUBBER HOSE FLUORESCENT FLAGGING _ HIRC TIE -DOWN FINISH GRADE I[2 [I8 WOODSTAKES WITH CENTERED 3/8"0 HOLE VARIES REMOVE TOP OF BURIES TOP 1 — R 0 fl 9 TREES, IAMF SO,L MIX UNDER PLANT PALL - G - PLAN ING MIi 10 MINIMIZE SETTLEMENT. III 1m. Ya"BeN+eml/ TYPICAL TREE PLAN NOTES - I"x2'x18' WOODSTAKES 1. MIN. 1/2'-WIDTH NYLON STRAPPING J Il-0' MIN. MAY BE SUBSTITUTED FOR m ��'•:{ NIAk T160tl11AN0 RUBBER HOSE. 2. REMOVE ALL TREATED OR PLASTIC COATED F- Fes- PREPARED BURLAP, WIRE OR NYLON TWINE FROM BALL. w PLANTING MIX 3, INSTALL TOP OF PLANT BALL LIMIT OF PLANT BALL 3"-4" ABOVE FINISH GRADE. 4. SOAK PLANT BALL AND PIT IMMEDIATELY ^' AFTER INSTALLATION. 6" MIN. MINIMUM LIMIT OF MIALN. 5. LENGTH OF RUBBER HOSE TO BE 2/3 _iL r SAUCER BERM CIRCUMFERENCE TREE. I IMF a 6. PLACE 2 WOODSTAKEKES PARALLEL 70 STREET. Her TIP PLANT MATERIAL" SCHEDULE 37TLNIG I` Ll wl5 6atelwVLl r1 >zGMaZ4.s �I CP�LIKrt�MoN RIbInUs �1 TlC-pU�; Curzl�rn-)-I�i�la I� ttTT�Nc1Prta4 rsT Holly �-lol�� O1" W�RICA Gar-=• 400 (MYR7LP �'-la�� S INK MIf�, • • Z2 l pAllw'10 G�c C I(�-221 CAN,, bcr1"Eb �iWlwMWu l V JP� �Ol II WO 1>40PA *�I I9�'x 16I Zl� U�Z1rPE Gr(U�•+!.AE21 I�ka:�N �� UiZ� �I I �C(Ll � I�1 o.G �i I,MN " C VAPN'1� IN LENT I1 �UL ;'0 bITWMTONW$V r-I�1T� �Pdzl�C�'I�p piTTG��UM f�31 2411x 11 5 ��Ws'Jb 32 ��MUM �.�INplb� Gr�{�1•� 1IN� �`I I �'I � IST�b (�IO.G, � o ,�a�s y N 'rI M x-c1Nt 1'UM AubuevtHt, gaIIIH C; Ise r V-uM N01 1 UM �AH IA x p rr� d fvw ri ly` .�" Plant list quantities are provided for convenience. In the event of quantity discrepancies, the drawing shall take precedence. All plantings shall include•3" shredded cypress mulch as top dressing. All landscaping shall be installed according to sound nursery practices and shall be Florida No. 1 or better as given in "Grades and Standards for Nursery Plants, Parts I and II", State of Florida, Department of Agriculture., No substitutions shall be made without written authorl2ation_ from the owner. ' k '< : w L a I .h Nam lI R R A N R E S 0 U R C E G R 0 U I' A D I V I S 1 0 N O F K I M 1 E Y H 0 R N & A S S O C I A T E S, I N C 1940 TENTH AVENUE SUITE B VERO BEACH, fIORIDA 32960 VOI<_F 4 0 7 - 7 7 8 - 3 3 0 0 FA,X 407-778'1 121 i3 /2 Uzi a W ;, � l5Q �yJN -�L � y I S ✓r' 3 S I/2-1 . 3j (n + cx �d of Y2. III s 5 ,z � s 1, ?_ I S IZH l zN l.� I/ _ zz o O ,p _ Qu cK NG p001 � I u _. 5 '?� eck r IRn 12 �ak 12,14 ?H <� WING A IaH� WING C 9 1\ _ J = p �} '', `yi 34 I/2 � t ' , ... 24 12N 2H 12N 1 Q � 3ITYP. _ _Inng �A�N3W1 I{ _. _ pQ W Z Z n WING B 3N ,� N Q p K 0.6 .. E �. �" PVr- ELE*T CONDUIT RFQ'1) TO F7VL�- LOW Vo IT E TYP } � �' iy1a � � R I I . ,.s . .,.Its g,. u U R 1) A N R E S 0 U R C E G R 0 U P A D I V I S 1 0 N O F K I M L E Y- H O R N & A S S O C I A T E S, I N C 1940 TENTH AVENUE SUITE B -.VERO BEACH, FIORIDA 32960 VC)ICE 40-7 778-3300 FAX 407-776-1 121 REVISIONS ''^^ Ic Ic 00 z a �oM x aHz 0 QQ� PAGE: DRAWN BY: DAS CHECKED: WDW ISSUE DATE: 12DEC90 Irrigation Ran L TYPICAL DETAILS mwm ({C=, IS(nO=&5 : CONTROL► FR.' DCA DOUBLE CHECK VALVE EFA-CP ELECTRIC REMOTE CONTROL R "> A 1 Wall Mount, `' A�4EM13LY BACKFLOW PREVENTER �+ VALVE 1� �a 1 '� r,y�''.. ►a{A.l� �tiLSIG' 1�f_ VA LV 1% tax • • WWIT NN�TUK✓ ^. l-2 P ; x� �J LIIRZ- f11 ----- Ilou eowpul o ,d Y T 2 Ro C,aw. C �I LEIS i u CMfTA.Lr-) y ��. I f C, W (V Dli I I Eyes cyd zr.py��x ,y�i; -•. y, r�. 4 fix' f. �t'IQc4H iNv.i-' i4 r .. ' . 2t&V..%p) �1 IZ L�V �• V 4, Lj �j�`'�' O \ GDIJDLI IT � Z Wf TO FaNL,014 2"PVG MAp) a2 t3�IcK h11 I�i fl Vi/L�qTi% ld + 3r-a VdLvr.S "a rim a F N QUICK COUPLING VALVE (Two Piece) O 1 POP UP SPRAY SPRINKLER iAl4 OF HIGH POP -SIP SPRAY SPRINKLER V o4a (Bottominlet) VY �iwje., a. 11 r. ^ LAW ti P�.D LL VA,v e_. yam' t iG° Gt�b�I EL, ^' LjJI 4.lI�� n Yv Ste& P V G ) 01 k7 y RAINOIRDx` 3 DR-L LA awL LIN� Pvc) � x �'rr��F Re�au12E5 �3k Kr-- y _ 40 3 1 1 1804 HIGH POP-UP SPRAY SPRINKLER a� 1 l�tl 4' J - A ` �/14 EEC) CGI 1T�R �Iq�(irVN 1812 HIGH POP-UP SPRAY SPRINKLER i5i e n e 9�4 2 M . t . �Fz;Nf�$K�A'w y � Im �. A nn i`I 6f� I ccU V ldW k., P941soLOkJ h N 112 H ELc �n USE FL �X [ SLG SvVINLr pip, ,r S P I F-A L SI, CZ E2 I= T T I N 65 `Fte-peLe- "Sl tN(r P►PF—' I,eTEf2AL LINT;-4 , (list , M I N.• Or I S'' pf:z qL- ti 5(2IIzAL OAga Fly rim&,S tryP•) t o • •�19 �s "� '.,'� � � da ° �1� cad ,� t �v' d%d' § �1A Sd d�"^'�yW „'G S N x Gi rL"w • � • � • � � • • .1� a^S "�"d'�4 � 5� F��b�y1h JYF ;Y Ind 0 "�"• ��1V �F r ^Ak d�+ 1�` • • • • • • • • • was yy� ts�P"u Ij �• tSi �� ice} i.Yy�i 4dx Y di �d �t ' { ; • p�,S • • �• • ..+tiz"2 �� "4' zz�`�ia'i'A 1K `` Ildf �' k d-' kti�. � ��d, a rF aI� F 4. i v. � 01a All • • • • • • • • • • . '.v f WA'P4.u°N' Y 11 4�i., ��' • • • • 1 �� Rr'Y l ar*v`kdE' �� p t � I� � • • � ��. • ',,i� VF`�� di�� »� �y`�r�� r�k� y�0�V j 5 kk «� • • I"Y"�i i -1M • • • • • C k4" o�� Y14 ry ��y a��i � r 1 � `» 0"x � k�'y k 1 � •• • • •��•' • m::. puC ..s4 >c ,.0R T, ,.S, e; ' • • • • • • • FC.� 5� SrX� X "W �� y� � at 1 p4 � �i 'aA � 1 i� • i -fd l•d' T 6St rof'�� Ya4�0 h'LI '}lC d • • • (gyp' l � JM14d'�f�y� . r , a a is A{ 1s'1 Sv$�a • • d d • 194 I AVENUE SUITEB l TENTH BEACH, ' 1 32960 4 DRA WI+Ty_ CHECKED: ISSUE DATE: �_ #F Irrigation Notes/ DeWls L 1.4