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Home My WebLink AboutPGA @ The Reserve 9503301ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5652 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or mufti-famity), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assi%tance, please contact the Building Inspection Office at 462-1553 or 462-2172. CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLAIDS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMP'TION/S� USED, (please check or complete the appropriate box) 1. BUILDING CODE EDITION USED (YEAR) _I�1a �t' SBCCI ASCE 7.88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: 1 I 'n� �.. FT 4. WIND SPEED USED IN BUILDING DESIGN: � MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE Iii): ex 17 G 6 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: _ �7 4- PSF 8. IMPORTANCEMSE FACTOR (OBTAIN FROM BUILDING CODE): I„__ 9. LOADS: FLOOR 100 PSF ROOF/DEAD: PSF ROOF/LIVE: '�;-C> PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach explanation) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK owl YES � NO_ If NO, why? (attar" explanation) 13. MINIMUM SOIL BEARING PRESSURE: r-V;00 PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIP CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAVE. 06F CERTIFICATION NO: I ZI�Q --!:- _ [SEAL HERE] DE`:;,GN FIRM: gU DATE: /_w� (� WAA,17 W G EA)F-1'k/- - ... cpozo o DFiT DUNKELBERGER ENGINEERING & TESTING, INC. Geotechnical • .Materials TestingAnspection • Environmental REPORT OF TESTINGANSPECTION PROJECT NAME: PE -A R e e ery e _ DATE: -//- q S _ PROJECT NO.: CLIENT: FIELD CONTACT: SUMMARY OF WORK CARM < r. Vcxr i 4 -Poe �f re- c <: r CONDITIONS REQUIRING CORRECTION - CORRECTIVE ACTION TAKEN Respectfidly submitted, r DUNKELBERGER ENGINEERING & TESTING, INC. p Nltcit✓a;E� o corl,Na� P. F- . 2170 Reserve Park Trace o Port St. Lucie, Florida 34986 Telephone (407) 489-2228 • Fax (407) 489.2510 DET22 ST. LUCIE COUNTY OEP " . ENT or OOMMUNi7Y DEVELOPMENT F= D1JRC,ge 2x AARe2-5652 1G7-f62-1553 L the undersigned, am the owner of the following described property, y' r/g" p /C'Ve for v!P"iict3 l have Q� tOMge1� secat�cn/admeeesp applied to .St. Lucie Count for a Final Development Permit, In accepting this Finat DevelopmTent PeraTait, SP Number I acknowledge that as owner Of the above described property, and im accordance with Section 7.04.o9(D), gt. Ludo County Land Development Code, I shall be responsible for assuring adequate drainage EO that the immediate community )MILL NOi be adversely affected, I further acknowledge that in granting this permt for the development of this property, St. Lucie aurrtyss neither arir Obliged nor iiatsie to provide for, or maintain in any farm, adequate drainage off my Property which will not adversely affect the immediate community. tFrt ftpwry Droner ,! yT Z/ STAIS OF FL.ORlok COUNTY OF 1//J TH' FOREGO Nit" INMUMENi WAS ACKMOWUMMED WORE tilt: TkIs DAY Or'ypY ' 19 WHO @8 r'ER"ar3lVALLLX 1CAU7�lJh" t0 Me �VKti0+i0.SFAtaDUC�t AMY SUE LJONGOUIST ((0 )V;t sty Comm Exp. 2/'Bonded By Servitte ha No. CC34'7544 ft" ilcw.ta ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name .of Feepayer Address Date _ rJ- — — -- — Permit 4— Road Benefit and Collecticn Zone 0 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. - - - - - - - - - - - ; - - - - - IMPACT FEE CALCULATIONS LAND USE. FEE PER TOTAL TYPE] / UNIT IMPACT FEE .................. 0 UNITS .................. 0 SQ FT 0 PARKING SPACES ........ 0 STUDENTS ............. �l r•• a r /� cX) .. a . . ti i r, �k k P ST. LUCIE COUNTY - FT. PIERCE FIRE DISTRICT 13UILDING PLAN REVIEW P.O. BOX 3030 TELEPHONE: ( 407)-462.2312 FT. PIERCE, FL. 34960-3030 FAX NO: ( 407 ) - 462-2326 JURISDICTION: St Lucie County F.P.B.NUMBER: 6478 PROJECT NAME: PGA Golf Cart Storage BLDG DEPT. NO: 50994 CONTRACTOR: M J Anderson PHONE NO: ( 407) 627-4744_ ARCHITECT: Viorel Florea PHONE NO: ( 407 ) BLDG. OWNER: PGA Reserve Inc REVIEW DATE: 5-25-95 BLDG, LOCATION: 8100 Plantation Lakes Dr_ NO. OF STORIES: 1 OCCUPANCY TYPE: Storage_ AUTO SPRINKLERS: Yes No_ GROSS SQ. FT. 11708 sq ft NET SQ. FT. — sq ft OCCUPANT LOAD: 50 BASED ON 200 sq ft per person__, CONSTRUCTION TYPE: N.F.P.A. # 220 _II_ (000) S.B.C.C.I._IV_ (un ) NEW CONSTRUCTION: _X_ TENANT IMP:_ RENOVATION: _ ADDITION: SHELL ONLY: GOLF CART STORAGE BUILDING 1. Sheet A-5.2.5 Typical Sections. y= a. Because the soffit is not part of the truss system it is considered architectural trim. b. Standard Building Code, 1995 Edition, Chapter 709.1.2 requires trim to be secured to the wall with metal or other approved brackets or fasteners. When architectural trim is located along the top exterior walls, it shall be completely backed by the exterior wall and shall not extend over the top of exterior walls. C. SBCCI Chapter 1764.2.4 Continuous exterior cornices of wood or wood frames shall be draftstopped at intervals not exceeding 20'. This interval may be increased to 50' when the entire building is protected with an approved automatic sprinkler system. 2. Sheet A-5.2.6 a. The same requirements as listed under Item #1, a-b-c are required for this architectural trim. 3. Provide a minimum of a 3A-40BC rated fire extinguisher for each 75' of travel. REVIEWED BY;,,��;64C2.DATE: SHEET OF _L I L2 PORT ST. LUC E j tt� . CLUIBHOUSE AT THE ST. LUCIE GOUNTV tl� �0 BE OCCUPIED E FINAL APPn ,r"" 91IN DEP r7f `Fr L ,�Y• KI a • �y� r �J '1. fj [�! y�, .j i '.J �, 'b?. :l y4$i. � <' ..t:. ', s� ••'P 1.. �:�� •YJM :i Jy. r q J ..j 4 r_•#ir y, � ; ; y Tfa -.`li... •I,, ^ ,, 1 \:.: '''1' 6 ^ "gyp' _ a .! ' J`Saf " ♦ N '•r,• yLyp - ; ;. o'a.; 5r - i}i . P'? �'e -- /e°r l # T .J :: T. '.- • Y •.- Jl,'w P •. yr A •�: o + \ T �,:;r'^ •Ja,: T I ..%;� r•. 1.�+6; �A '' ' o .'b! ��. r•i 'Me•i - :„a¢. •A� Tx..• �/Q.:. i > •a, ••� �' +�� It. -` � �� ti .••-J � O.Z, S. +'^ �' �+o a� III `b � +.:. `V• 6 �`y _ U s. o . � JAW, ��i �`.. • : ... `.e' • •!we"e1RM: T� fo*t... ] J ' � �n , >4' • � O � ( L1' ! G• Or A f y V k_�a,P �'� Pei : ') r� •:. • ->' :*y 7.t,v'- riyJ'�`f4q-1 } L iPP`�a�,.,•,' �i•r �ii� ,!•!:>l• a rr o-., '" } _ r .'+ ::iti�_„•Y •' 1...r},>••�. 'J rJ,t 1 J a�'� . �sY ,J -�' n -�o,Y• •1a,4•�r.Ali1 1 1 ei AS 40 aw i-+'.y_Fy�+L� ri.. �+..�., •l i �: T ff°. � •�.a 1/. ?S• •R:T� dn5d'.2 e � '� ;� „3: `C •.'� AaY.j♦ .. s':� , 1W2 •. l.G Y>. ! y: .. 1' ' � � ! 1 i i.K I .V a +fuP I'I l I J w ` i r �/ •�:<h 'J t •fir A r -'i .> x . T ! ' a Y •sr`r .yr. 3'r'Oy a�. > -e. 3�i; , J Ti,�e e� oY: :- ♦yr . btu .;r + > J _ •. o � .�. sj. I }1' ' XT 1 1 it 1•p; .. � 1 t D R A lvfk! I MECHANICALl' PLUI 11-- 1- 1-- w I 1 111 %1.10 1-% 1. A 40004ow 5 5.2.I WALL 5ECTION51 CLUBHOUSE S 154 S 55 ' WALL =1 r104�S-) WALL SECTIONS � 5 5.2-6 S�E�QTION�S� 61. 1 11 Mj=� MISCELLANE-CLIS MISCELLANEOUS DETAILS S 612 SCHEDLLES / NOTES I TYPICAL DETAIL-; P - I PLI-NIBING OVERALL PLAN ,� I � 41 Q6A.W wQQ & i0a P - 4 GOLF CAR STORAGE / ADMINISTRATION / LOCKER ROOMS (SHELL) So 6046fis 6 96TA 2 E - I ELECTRICAL OVERALL PLAN A E - 3 PARTIAL LIGHTING PLAN CUJBWCLISE / BANQUET RMS. OPEN PAVILION m E - 4 PARTIAL ELECTRICAL PLAN, ENTRY / DROP-OFF / BAG VALETfn E - 5 PARTIAL ELECTRICAL PLAN, GOLF CAR STORAGE / ADMINISTRATION / LOC*28PIROOMS (SI-e-L) E - 6 PARTIAL LIGHTING PLAN GOLF CAR STORAGE / ADMINISTRATION LOCKER ROOMS (SHELL) E - 7 PARTIAL ELECTRICAL PLAN, CLUBI-IOUSE KITCHEN / RESTAURANT E - 9 ELECTRICAL SCHEDULES E -10 ve ELECTQIC.� RISER DIAGRAMS ,FIN ,Ilk w ®rr tot, pZ of g- THE RESERVE DEVELOPMENT u PROJECT LOCATION PORT ST. LUCIE BLVD. -'WR+ii ZO'LIf4-T'y- Kw11jw-V m 7 T 47 4, ,zo FLORIDA x v 41 u a, P.A. ARCHITECTURE Vzorel Florea, f'A.. Ua.rion Avenue, Jfar(arl,� / Coralone. 305 345 51'44 V t i i ys, FloridaY47orida t')', o6J CONSULTANTS: OTHER CONSULTANTS: UNDER SEPARATE CONTRACT WITH THE PROFESSIONAL GOLFERS' ASSOCIATION C.A.D.D. CONSULTING KELLYComouTER spApHics, INC. CIVIL, LAWSON, NOBLE E ASSOCIATES, INC. KATI-LEEN KELLY, ARC H 'ECT 590 N.W. PEACOCK BLVD., a9 940 MARLIN DRIVE PORT ST. LUCIE, FLORIDA J-PITER, FLORIDA (407) 878-1700 (407) 746-1054 GERALD CLAWSOf -?CHITC-CT INTERIOR DESIGN, DESIGN MASTERS GE12ALD CLAWSON, P.A 1961 IOTk AVENUE NORTH 2727 EAST OAKLAND RA ?r BLVD. LAKE WORTH. FLORIDA FORT LAUDERDALE, FL( 121DA (407) 582-1994 (305) 568-8066 rj PROJECT MANAGER, DAVID MILLER E ASSOCIATES, INC. STRUCTURAL, 120BE12T FASU-1-0 OWNEWS REPRESENTATIVE DAVID MILLER, A.I.A. CONSULTING ENGIN: 105 SOUTH NARCISSUS AVENUE 2727 EAST OAKLANC, 3LVD WEST PALM BEACH, FLORIDA v FORT LAUDERDALE, FL 5.66-1775 6660,00 0, MECH./ELEC./PLM—b'G.s THOMPSON ENGIN -21*wo CONSULTING3 E^` 25 SEASPEEZE DELRAY BEACH, w 011 �131,T, (407) 274-0200 146 Z, f % FOOD & BEVERAGE, B.L. It ASSOCIATE 405 NORTH OCEAN BLv POMPANO BEACH, FLOC (305) 782-6658 lt�712 se y aqL 11 INDEX SHEET a t� 1Y ♦,� r; �� kµ �N n I Me EXTERIOR ELEVATION X CAR WASH LM r•. •�,e dA Y �9�■! iiv81kn E. �,.. b p Ro•.\I• y■r -�• w iH4- Vol A A 4 da' �4�' �Y ¢� y� U k �v 9 "�'3 � ESY yn • :ix:.. _ " Y 1 .a. ?.'.�..a {{"' Y s{Y l+.¢ 'JiS ...: , nr.,."<.r.. Yy+nyWA� d i � ?-m{.4,. .. p Y"��rY F Y 1 , ��,K^p k , Y' 1iY r Y 4,�tl'A PNAfiWN� 'M,LMp'.I vdilla9]GNt a�&' rPMrta.! 'P 6 \ �q �'�j ,a�"f} *, �} tp b JT'x ,d�k `,'e4ti:rY N $ Iy..fk� , ",V 'til`]� •h♦(h M w i LY xi' '1?'•' "I� a I + Zy �r ,:,> cil rh3tlQFp��M,INr911'a��dedkdkllµpF��N��i,AkGh N x..rv,AFA..%M K3a#kSA�i' **.,. 9NISO P'. P �' }rC •, e.r I w Pn�diG.Ipp w��p 9� YfW� i� } 1- �p J { �W F;.,4F�+nh+y skidl a� `..' xa {M1 ,]y..b n �. E «..' '? Y Y, i 'YS ,:n: � Y •, F:'Y` mx_ Y � � 5' ��, ' k♦ , .Y. nr' C_', 1" m r ;.:'-. ' A ♦ xf ., f 6 V i.. Y a , Y'':w.. : ^ .«'. 't `r `v a .. Y rr *j�,t ``. . u, .� �. li H ,�`k , .3aa:,":.. �h ,! 1.$:': , x .' „C•,},.` rr e� ..0 �.. Sa mow.. a; ' , �J r f . r.,d, ram`.- ,., ,,.. r<:•,';<, �`. -x , x I., �v{ �. � rI.'' ,� a u•�L ,-'+: a .: ....1. ` � "i^. 5♦ Fx; ._ rt� t <Y .« _t , NH „ r 1 'Y...,:..: , i,W. .. , o.- 54 15.,: 5 rN r`"',v:: ✓ .. '+b.' .:2 .. :, 3 Rw:,.., N # . Y`iv,,. ... ., t'�: 1 ° ,, I. .�.. „!*.. :- ,:; ., ,♦t r :, ,.> - , :,, >� a .. � I r, ; a„ s , e Y.,.A. ,k r t.,dt,"° � y e re; a...a tm:;. .; a' d ;:L .q 71 §..Al.. ,v . . rp .....rvf:. i ^I .. HY.: fT':&4 9Y....:r .. . .eu+� ';�,.., .. i�.-„ -..' , :. ., ..'iH , ,. r:. 5*�4 ,..... u 3.... .., -`., 9 d rF: t !✓)r}"'J{. N, r:: . ., r..y.. y�, : x ".a :..: ... :.. ...:: :3. .o F.. .M, x, .;. ., ry, �-., „q d t a'^, I ;'r`#f" i ♦. =i e*r n.�:r. ,.• , .. -... . -,. ,.. ..- ,. , ., >.,�-.., .,:+r r'. 'a�^sTM., m „['_". 1 i 1-` <r4.,,>.. T ',;"=�q t tw,"..... ,.C'r}rk H .. .,ry a .,.,,,. 'N# a.. .x Y C . m, wK 3"• ,. x a. ..,;, x a;` ,' .k ,;.Yir t +Ir,a ;,.,r , •, s. .m. .<. ., ,. .. r..u.. v. ," ,.,. >. <. � .... ,.1 �..,>.. ,. .,. ,,, ,, " S n } � v 're,' a : .R :.•- ..r „r,,,. ,:, ,,, _ <.. t M... Y„ r�.a:� •:m .ty. ..t * R r�ks�l I ^A' w.- :4 . _.:,: ... hT. .. , :... H'.„ ,. ,: .. ., -... ., �.. „ r .. .. ,..; ... < r" 1 .er x .Y a A i..Y t 'a avrr '. -.a ,. C`, , , ,,n ..,.. ', ' . - z'e `riq ''9`: .. .u. .+. .0 ,.. .. A« .. .,. 2. .,.. . ... .- a SSad'. - •. ,.. .,,. .�.... .... . ,. P: „ � a>.. . .. ,,. < ar,Rx.„".r..,7`.. ....#.i, 1+Ct r`�... @>. r;k 1, mY.1...:.�....U:'.-. rL �I, . .,.rr. . :.I i.`Iai . Y d^,.d. >�.:.<,,.:..,.. ,.. ..a,<.,.d.'Y..,,.r.9•:. .w....�.. ,. '3 .. :. yy.. . ."`:"zI`.. ... t::. ..�.•-...<-:. , , .}.,, , .,, .....r.vi_^%:. ....r .x.::.;... . ,.., .F,..:4:Y.1J'.�. :.- � ./. ..B,_i-.. ,he.. -e. .x.....� . N4 tl - , x „ ,.0r, .,k.. , {..4, ,.nr.:4F,.,::,.... Y 's''F, .a v, u,.T�1 r,rax ..",.,e',,...... f: ,. .'Y.r.,.4 ,i n,x , r,Yr,`.n .t ., Y.,+:.v-.i . sr .... . <... . .n�«.. . . w,nw .,.♦.,u..3. .t....r. ... r.n 1 i9 r,. .. ,..,,._.,..'.. ,....::+v-.. . .. ,, �v ..ry xn x... . r. x:.b., . M1 � . ,.<..v. n,i..A....�>...-. - .. . F yYr ,,�. n,+;.f. _,+,.._..y.„r ,,.r , YsyyI'x.`, ,F.Ga.,fiw..,'-+'4,-m.':..- •... < r, t,r4 s,r,.Y. ., ZY',i ., < ,- ..E�..�"f. '♦r+ .. . m' .rtE:...? . el: E, « fi :.. , a.. . �{: -. ,.. .,a..:...4 c � r u v4b F.. <♦� .. f-':.a.'.1,.. 1.. . ... .:. ..... 4 M,. ✓, ,..:,,, YF, ... [._ � :, ,,:..,I 5> :. ,,r ., x..r .. < ,d:: nv :i.,. r,.. .. *n ,. 4 .,.. -.. u< `'"S,.-: ,:„ ., :.� .r:.., a .. +'d �, �g•s n. ':.. .i^, ♦ ,.,. :, r• `4; 7`. sw Ir J '.xi.V.. ,R: aIM �k „. a w :.x: . al r f t .,, ♦;s.J , "Ix r , .^r, <.: ., F , , ;rc . v ,. _.: ,, ','` a xry=:a Y <T is `!`., ✓r ,r , , ..r„, , < 1 '��,: I ..,, da°�i «,• a,Y„ ka' Fw. ,, -a ...:. ,s .... ,-: , . , , u ..s .Ya` , Fi a ,^.. rr 'a ;_ EXTERIOR ELEVATI , rr EXTERIOR„ e.:' w r<r S,�r ':. ` >' , ♦A`„`r:. z .'.>. �. ;+,'. � ', . ?:'. >., ;°;°� r .,v,A ,y s ;,^'�y aA-. F.. ,.:;�� d ,{..0 r� x'j �,,', rRa' ✓j fr .': �� :�.. z.y a ,. .:.. ,. , a ,,. "„•. 's,,N., p. ,ark , f. ..,, w, s^":M ;r ,::Ir✓ Nnr �, d r.. ♦, .<N::. ,,. , ,..- -, ati:.J .t...:,Y, r ^<., r. .. ,.. , . ,.ro uL 4y...r� .: I. l}.d � E.il r :., r: .. •..p ,.t- ! e.. 'r"'' ♦ >,;- Erw m ?`F, ,': ta' . w .,. m nx,x `r,::` a ,^, t.,,. -�..: k .' '::"5, ' r r .0 . :.. :. ,,. ,1r , , � , i pr ``�{I`I . 9- rs { :,I +r,°, k k 4ea��ywsr1 Y '' `: +', .xi•. ° REFER 70 SHEET A 3.11 FOR I''s r" A, rl tt1H a.>ri vy a+akc'kva%,rrz '": "€ s .r Y a`t REFER TO SHEET A 3.13 FOR fl PLAN DIMENSIONS FOR ENTRY/ PLAN t DIMENSIONS FOR CAR STORAGE/ADMMISTRATIOW WING. v H fX^n I aac . } ,.., �' �' H, �..... ,i,.. _. _ ';•*' �^ ..; I :. Y ` < . s.F<� _ . �: �' . .:,,_U.�' a ... _".. ' � .re,. �`b .... _ I 'Z I ' I y I I "Eml NOTE: REFER TO CIVIL EWGINEER'S DRAWINGS FOR OUTSIDE C URB 4 TRAFFIC ROAD. NOTE: COORDINATE ALL CURB RADII ANC DIMENSIONS WITH CIVIL ENGINEER'S ov paf�' of p(a� rr�lKiov(,ffa%)idAd A.s Y U ; n � n - o In U g a� ti 00 c. v a a ° !i�lliilll rlal i!i �� o a� o x a h m w cr qq W r �V) h cr a a Q � a� h w s 4 e Y � s i ■O W ` N 0 LL 0 5Zr i2 U M W O o ..J O LL- 1�" ■ D cr LL r (n yr ,,1 a ■ V 7 t^ a O a DRAWN Kp< DATT a `1ARCu I *CALL ADD NO. 932z OVERALL FLOOR PLAN: ffi T A 2.1.1 EXTERIOR EE�LEVAATIION \ V / ..:; , , A _ N zt!'s 'fd, as _r s, k«�,+w th".,:�sti.�:`. N:;W REVISIONS BY A J g 7 4� „} �p 1 t +I �r a 6M `� lr al , Irti��tF kf a 9""s«x I#➢3�tF11 BANQUET RQONC -- — — -� SEW YARD 7:1 II J f AP +PI y ems_ r, 111 C I KITCHEN ,I I —_- —_-k -_ MALL a — III I ti° 1 u \ {t 1 V � j }} o-A II Y II UII . I III l r,, V x� II I M } li n ��I 4 Y Srt `A fa: `� I11 11 11 1 11 1,alY I x 'fi y a $ I mx II cb_ .Iw, �.f i�� § y � rMt , .,. � � �•a1 �II 1 v.,u.e n p°'Y'� .._.. - I ..� 1 d ' 1 It Y rtl"Y HOSPITALITY I ii �rf r 1 H it 11 I II I' I 1 II I I II ❑ � 1 II LL I II I 1 11 II � I .. litaw 1 11 r lit 1 1 11 1 I I uJ OI ,# ' ay t ' i rY �� Px �..,rFAfh+ � -r�.-•�.�.1 t^f _ _.. �Q litI it ..:,v M {c j f1� ." I�11 41 xi r � -�14 „ v71 OF x _- Ppo V kM1, ttl n., 'b4&n ,br. 1 n x rt �JtOS I 1 T "F { 'I, k rtl✓'R.` 1 r +l 'PA+ .. %A d `'� P. r S .m W P». ;"Pj; v 84 3, Via, r.:: L":r �'��d• i n a r °s� iY AK 1' Ta i� a+ygY•" x: 'I. i '} Ay�'�� s fy `Yr tlq�b , d �y'�� .�� f A .yyF 4 4 T w, sr "c' '�"+°� 3„rb REFER TO SHEEt A 32.1 FOR PLAN 4 DIMENSIONS FOR +r11CLUB4-40 E,BANQJET WING_ t,v a � ✓w { Yx''�1 S ��y 6 MA[ d k W f W.� Iky_ I �fe"r A l� jti { ;s CAN, �" 'fig ",�� ,y t pb 'f'� `i•'!W >: y�'� '�",L�eYTyT'Y Yik YV`i.. C MS ,T iF f 1'�" 1y��x '�I FY Xtl'++��-,-.•a,�>v; ?na'AT "� �,.a d R��i� P dL ,->a .duP .%N 331'-3" ' 11549� i STAGING AREA N 0 EXTERIOR ,ELEVATION 91 fA' 2_ - __S. II II II 11 I I II II I II ,1 I u it F- '1 it 11 I — — — — — it „ II it xl 6 3 II it I Q S I II II I W 3, a N II III „J y 1 11 11 W 1 Y2 �� II III x x " I y 1 II m, DROP-OFF EXTERIOR. ELEVATION H ri�I r II M6R. � u vit, I Ilc III i .... 1 Ili% I i"! .III �11 �N LII III , la I Ili lit III I I II 111 II IIk GOLF CAR STOP L ■ �I 1 i 1 Is � sl Is Cc� 3 s F •� 11 �M .:�5 GF f i R Y I I �I �# I 1 REFER TO SHEET A 322 FOR v■° I REFER TO SFIEET A 323 FOR 1,•" d1 PLAN4IMENSION9 FOR ENTRY/ DROP-OFF AREA, IN ;PLAN DIMN31ON9 FOR CAR STORAGE/ADMINISTRATICN WING, S _ aY �" i a. g ,.y sce,y,. K 'g `2 li�r..ti #f.€muK; :,pt. ,r:>s.: +:. .b'�' •. ,W K k a ` f, ., i k. HR,..aIS Ra-rY i, _. all'No 0 +I�k a ♦ 2 tl, T -'m: .�A ,. ..,, me rtanm n � rti:^�r eu e wr+cir . , wrcrersm R'ex. w ..� . n.:e ::T- . n .n.. w;kke v a...w. a m.+Mr r..-. x+r,m iulio .< usm Sara saRr..vam kv2vd2YKva.Y�. m^ffa w ssaxm.. , a5� ..mhG`s..9rwe...,usw.aa. ' N °v`tl'2. o- 6 dtir•" 1 x , k 1/16" V 9 n Fl .N Fl UJ U 0 n ° ILI Q) III' IIII I Q p 7 a J a h W 0 h F I"' LW r q �Vq br Q a Ln • a Lv V� 1 � O w 1� i s ■o W0 Q O J 1 Z O� i /� V O U� r LU ■ 0 J F • CLO U Ir a D■AA■ KPK. DATE 8 MARCH 19% SCALE JOB 00. 932i A 2.1.2 i SIONS BY I4,�w,.` SM 4 ye i<�i v}i J 13 ' EXTERIOR ELEVATION REFER TO SHEET A 33.1 FOR �1 ''/e" PLAN 4 DIMENSIONS FOR GLIEJHOU5E/5ANQJET WING. _ I F TO SHEET A 332 FOR Iy" 4 DIMENSIONS FOR ENTRY/ P-OFF AREA. � JJ tE i 4 i x P b '.x t. wi I I I ,__ ��'�i111N1111111 ADMINISTRATII F C 7 /A%S - EXTERIOR ELEVATION f 3:,_4„ Ip_511 59'-4 em t7p I_ ii W qI �I N! �R DIMENSIONS O SWEET A 3FOR C RI/�• STOM44,A/ADMINISTRATION WMG. 4 !Y dlPl ll'1�4 y [ ! yy •rl Q O eel 4 a m a) I Illilllllllli 1114i1 �!,�I� � o ! "II'l;gi�i�yli ✓l = N o lI P Al P I' o W h kl h o I q LD r W o LL 4 c vy `d z a � /1� i m O n Cy �Q 4 JJ Q O W ,Aco e C Cc o LL m 4 a z O V U ^Z ; F- 0 U (' 0: 0 W a DMVM KPK DAT11 MARGH f'A% •CAL[ JO• NO. J322 ..::a* . ,.. ,, x ..._ „a,-cr. vrw,:G.mo.:,,:., ,_ .an .cs z.w sc.. xxs,:s..: w.,., a•a, i,. n "rs.. ,.� .. ... .:: ah ♦. v. ...r m4I..:.:}4.. vu:..:'. !+ x a ..uPc .,R3n 3. v.:.:'a.. ..,..t a, FS.r...:`. <v..v, Et;..tta ur k4..d.ri:5.....aP....v:�MkFJi.4i.Fw3tvti"'1.:.;,9�A3uL A.{rvii3IId S`• .,. •'. •• vim, . �"NmnSU[dfM .vA ...■//: x'„"TSYMSztqu'b9. hx.¢. <-:..5 U d.l. Jv,: P.y .91 4Uv'r}e P 2fi=M:dta'��c4Ku e.%nM1d.Y4PEbiJ" h'.bY.}SfHNi'Fh6S6}AP!iP&4A`FR&Ni'!a.`Fm .'&Yrrv' vi i3a r'k`=7*. +'. .d`P "YJ � .a i4 +7i>ias � -•:° i _ . m i e .i r t'�.v .x $Y}v SfK N v. i v t b+ .- " vRJfi �Y v I.T._ Q� gysNbY':R4?hY ` a ,aF'J. dyla� y - ■ - s!n 'AaT' `n hlI x��]s '�'�P'g,Lin .-Y,'.n arf A W li%" G 'v!W( ry IL % - k✓: W. _ allr... NK« P ..:. .: .. i 1i1s,► A 2.1.3 REVISIONS BY EXTERIOR ELEVATION :s -- Q I 6 a I W N jt�ff R HOSPITALITY COLA2T I J W I I 1 T- \ t v _I ei i [l` EXTERIOR ELEVATION REFER TO SHEET A 35.1 FOR %e" PLAN 4 DIMEN910N9 FOR - CLUBHOUSE/BANQUET WING. OVERALL ROOF PLAN STAGING AREA EXTERIOR ELEVATION p ALET .— v ILI I DQOF`-0FF Zia EXTERIOR ELEVATION m FTO SHEET A 3.52 FOR I�■" DIMENSIONS FOR ENTRY/ OFF AREA- v --r—'Nop - �I I I I IIIIII� ADMINISTRATI ' I Ilk r 1 1—— I REFER TO SHEET A 353 FOR I's" PLAN 4 DIMENSIONS FOR CAR STORAGE/ADMINISTRATION UHNG. EXTERIOR EL 1111 GII EXTERIOR ELEVATION 6 w 1 � W ry r� 1/16" O U " A •.r n - o U7 ¢ U ° '/1 4 ae m a c. v a 0 0 U z ti f o P W M h 0 D F- U WN " U Q F a Cn J i N 0 h O s a Q A h v e ti ` o O s IF W 0 ` r O LL \j W O� m W O Z J O U ■ Q LL • /.� V vJ Z O U J cim U N a 0 0. DRAWN Kf'K DATE 8 MARCH 1995 &CAtl 1/I6" • I'-D" JOY NO. 9322 &ME" A 2.1.4 ROOF BEARMG a` m+_o� FIN. FLOOR �� * BASE BID Ji a al �I 0 k �NPIi a OPEN PAVILION ALTEWATE '" ' BASE BID EXTERIOR ELEVATION films HIM liiii, Lillmal �. DECORATIVE ALUMINU"1 RAILING. REFER TO DETAIL 13/A 63-1, ROOF BEAR_ -- FIN. FLOOR 22' ■ 13'-2' AFF. a x ROOF BEARIN EXTERIOR ELEVATION EXTERIOR ELEVATION « ea x ecsa $ q a' -arts N ' vN. w' @ ar I ,: np`�.,» €.s' BREEZEWAY SECTION IN FOREGROUND. TO 1/A 523. i ... REFER .. ,k CLERESTORY ATTIC .1 "ells I�111�1►`l►�fl l►`.2111 I911191\III imitl , I ,Miir.►MAMi// hlii, �� I I IIKi Li l III . G- . .FOREGROUND. -- . -FIXED GLA86 - PANEL _ra 7 CLUBHOUSE KITCHEN 1 hall tlg5 %" REFER TO ELEVATION 2.'A 22.1 FOR TYPICAL NOTES. AI.11!STELA nQN 1 LOCKER ROOMS (SHELL) BASE -4�TEWATE 14 K.a kE'ER TO ELE v 4 i. ',r;?N ;,. ,�., .t.l FOk ' l NIi::AL NCTES. a, .+��ww ■�I�� w'■�Iwr�.�lit {,w1�1+.��w� ,I1.�p,.n1�` : `- __ -w_�.��:�a�^il��wwd��i -M x,.�.r"iir�wl I�, I�',II, I I . . GOLF CAR STORAGE OPEN GRILL TRAP460M PANEL. REFEr- `...1 + N,' REFER TO SHEET A 224 FOR CONTINUATION OF BAG VALET / ENTRY EXTERIOR ELEVATION. r�rEFt IV ELEVATION 2/A 22.1 FOR TYPICAL NOTES. W O _ I F LL yF4 /1�L O UZ Q QQw R V J !A 1r a REVISIONS IBY a A v} � Y I R vk t I nS k S � h ^^ ry +I x ;,� -.::: k� - ,,:.. i..:. 'rv^�'?' ea'��:,, is ,y,d. ,;v -0�� k '„ __,� „$ r # y *...- � w� ,"' '� uy w-� 3 a�"�''• u , .3`s rv" •Y� a�, .,., � ' ss>c'i"'-'w>"', ..�+.t. � R Rr` ♦ R 7 " - .. .. a t:. �'.3. • s . ; ",, ;<:,.; a a+P:' ;... .. .. �,• .'�� ;A _ ",. ALTERNAT h BA : • %;., r E SE BID • t`a`f. �•,:x, „ r,ry ,"�: i �k»,5 a :Sea _ , °RM % ^ir "P;y_ �'. v,� - £....v ,r . , : 4:, i, ;I: .# „u�,. aS...Ya x. , ^tx ", a wliw,`w' " k>; • fin' { ,+ y3C;��` . AT' �'*. R>, H',k. _ z, *,.' et r r .3y ^py.`.+*' •+, y5 a i a `e+ . :ne>4 .N'. r,r&;a ' ?fM?. ryxd• d " . � s�,•"a ,d S �y \ °:u ,�x`:t. '4a, •-.� 'x ''s� .. i.�+u p ,a tt - k:. , '3. n X =,a�'x+"wY�, 5 , Ns �4 3' n a#' x ei•�* ��'.,pi�1 - a ,�?,9 *�C 4+ - w�* < .. :. ". ." f y�' r .a 2d" >s,' 9w ,• : " I a !` z a ° k'"" < at, ^,,",?;s? sit krc a'a , — _ — t"'.... _ �, U"'fi'�" s'k h>�� , `' , {�{� 7y�'�� ; x..F�, ,,.. ,xw ��.�fv �r, ' :"b." ��:� ^, �:•:,.x,. - Y lyx r z t , s .+« .p.. nl ;.. .r1 ..° � v, ♦ N .;v •, •rrk .. nn n ... e r ,:M..% ry n ♦ P r ROOF SEARD•1G • C $t ...:... , s ,,.>..r ,... �. ,„::w ,-;. ,.. .. � ;.y.' - — _ -_ - - LERE I Y n; r{ I. xr* i Idi J 4 ) N a :I .. ........ _ .,.. ...x_ .. ..- ,. ...... •. ,e.. } .. � .. �:.. " BE RRJCs .:A'4s�. .. �.,n„ ,• -..,. �,', I: ; a n , ',,:a.� � a^ ". , , r. Y, � a, r ..�><a. 9 nl} ZPI li u ,'S,�'�R '�'.' x. '' � w'r ,-.:''ti' '`'.. ,.e § ,""'_'✓ «,+'�-��`�'N t�S�, a 1'a '>exr di6, :a +�, s;l':� � 1 _ '�-' —_— = s < '*r a* ..,, e° n�" •F;.i>, m.� .: r }:"4." r y:„x N _ " r3 b .f. `" ;: �'^°•�,. � ;:fit t , ;��: ,,<;_*� � ,.:;: it •� r .:z � ar, a � t U— y� � r• tie" , ''� " >< , p� ,, FIN — -- \� I ,Yn 51 "i1.+0.°"1 Su^ M"f ram» Ee S 6 LOCKER ROOMS (SHELL) CAR WASH LINE ii� IsSA ALTERNATE •I L��&E E5li. EXTERIOR ELEVATION s y x:"M14„ ::, , r '. i'--,xa ` , 1-+fr,'.� { r. �}, .v-K�.,,a. n v �I)�, -:,, aw, r, .'.. 3: ,r �'•.::. -. „a.. .%'4 "'M"', 5 u ..k 22'-1" FIN.FLOCR REFER TO SHEET A 22.4 FOR CONTINUATION OF BAG VALET / ENTRY EXTERIOR ELEVATION. 8 EXTERIOR ELEVATION ,,. �»r ay S kL . va '�' ey' '" A ..�fi h 1 tt3' s r ;a'^# i �gr ^b`` 1 �x Y� rvu X•v ah, ''`' ra.,' z r ` .a �rtn• .5..,,xa x »a x,xt ":: ":` 'A'W..'s4�s.�.. ,±s, Sx;`+I�iA: � . ,, ,� a& .?� r'C, • " . � rs>, fi� .aA01WX+HSiA4Y➢BYNN6W.bS- ,PGlPVaEd%4dlttlali 46'dq�T'MiTWN%S ry'..Rrt#.5+'P113N �ry34'A�ir _A4 RdM1 r4!Y)RStu}yyi)�yv:. STS3WW'Mirt96`l4A.AHM�K+. ='�f E"HIBi,MfEM95M1WSRTa[41' d+itttax Y ��V T %pyg iTA&GxY1VN'W#xdn..SY:L[m u.NTA cuc � ,>nun.=bss'aalws..am Tema: a,tt+ cr .+a. ,'+sa ,iarter„2^u; ra s�,�ov�i >�msx�asca aumtraeamsu.xmnaa^ tir e _ S: i 4 T V MY JTa x r � r k l i i w f s' s T e ! .; P 4' i a + I t , i , L +s s 1 »i & d I Q s x t t t Y a .f > Yu k F s- $ Id 5 `iey {d 1 'Af + 3 " a r x b4 1 L 4 2 { W .Jp Y..:, nW sY r ,,._.. •• S' �.: n.. :3l.' f. � ,.,, �' .. , ,C+...++.. .,,+ a .a rv, i } .:. 1I N i � x 'iF AP "irk✓' V' R+diT aT Yv P+#x aMRt WIN sT .d4`3k 4ifk".... 1 ✓"; ,� »*"� .eY_' � � d7 s� » � I h ,tS gr r tt" .c? , TYPICAL exT. ELEVATION NOTES I r 11, RK e. TYPICAL STANDWa SEAM AL4.P9N^NV _ ROOFING SYSTEM. Y# �b ✓ x aY ✓ 4 6 R t � TYF. FIN. uiOOD C'icFttrji vr..l h BRACKETS. x s. TYP. EXT. CEMENT PLASTER FINI31t ?'.! CAL TYR HATRAN30M .DICATESREFER GRI j' TO D ILS SHEET A 63.1. r REFER TO ELEVATION 2,'A 2.2.1 FOR TYPICAL NOTES. I 3v -� s b. YP. N 4x10 ROOF SEAM. (/ x . TYPNOM. 36 R RAFTERS. x-�'I u'k3`"`tzn:'rr! �.•',xI "'. , l•. =a tezc �'�%'ir:Jt +MFb"M, T"�'f.=s'*�'m'�ii',� W ir 0 U. U. Z 0w = a m � D w „J w V z ■ a co R J V f D7 ■ f O D. DRAWN K PK. DATE 8 MARC" 1995 SCALE 7 J8" " I' D" Joe NO. S322 A 2.2.3 V TIT, 'Mon I le ell IT, ii -T y I kS" AF) T, L Ti fi ROOF eEARii • CLERESTORY W-2- APF. ROOF BEARING__ H IIJ FIR FLOOR GOLF C Iii,� ti iIt. i li"It, TI ti T_ EXTERIOR ELEVATION II WOW Awii ENTRY DROP-OFF CLUBHOUSE KITCHEN ri I , , REFER TO ELEVATION 2/A 221 FOR TYPICAL NOTE5. 4 4� Ito ll� "MUI RIM II ! I , 4 Ill Ml 4 IT A`�I,i`�Ititi IM, - $ % M v,� 't it fl j &7W ,at `Ti- IT 41 IT W�' !1&4,, JI IT", ITII ITi I woo It' M A" W, ITT, LIN W. V c Ipa BEA RINGOPEN " ry RIP tin 2 _R0CF5i Ii CLERESTORY I I im YAWVN r a., IT T FIN. FLOOR IT, wo ENTRY DROP-OFF CLUBHOUSE low I � I ;i Sl hill & ELEVATI IT Nam 'a zk� EXTERIOR ... .... 1�IT Y. M 17 �� TL 17, NZ T - "WErt ME all I 911" Mn REFER TO ELEVATION 2/A 22.1 FOR TYPICAL NOTES. aD Q) ou w cc D ✓ LLJ co cu 0 O w (j)LL ow z 0 j w w 0 z (49 W W a w LL (L <PK DATE a MAi 1154. SCALE ion NO. 9322 1V -1 1 1 , h 11 "IFITI IT 2.2.4 a REVISIONS BY x r .'Cn .a•: ,.'..J:..pr #fie t +l 4 F a d bN x t� § Y.Y t" ""Ji Y AyI Y5 Y r f Fmq?.rrt5M14 4 Tn ^ .. z 1XII m 3v'�.b'�I alkl vh. v ..fawi x �5 ,. =r0:� '� a « �" ... _;:.I � � L,,:.. I' ': s : .�'r wF • ., � , k� . , ., , ,m' .Nl yyYa '.; rs:. x 5 C »~ y n : g 'h. REFER TO SWEET A 3b1 .:. w c #' 3 ~" f irkK e v h 4F a^ WAL Y /STAGING AREA P y x 4 DI SIONS. ?A,xiz A s k a t pp 3 c {r c , a x •+ +v `ems - ,, O �g �3 z e niFY.r f4Afl.l� } A fi�l6exr aW'm)^+i 'M , Y i BAG VALET gg dw bQu - _ WRAPPED STEEL COLUMNS REFER TO �i 5TRUCTUR4L DRAWINGS. NOTE: �{ �w y �� a y rim ,e H i d REFER TO SHEET A 518 FOR SECTIONS, NOTES. DIMENSIONS, ETC. FOR BAG VALET / ENTRY Tr 0 covEpm orzoa-orr-= EnrrRY aR0P-0F=F- , ol k t NOTE: .4 A. q REFER TO SHEET A 4.1.4 FOR ENLARsED FLOC::- 3 C PLANS OF ENTRY / DROP-OFF TOUER. 0 Q, s 61. TYPICAL LIGHT BOLLARD. REFER TO r.;F f,%II 0.FiFFT Fr z: 3, • �n t "M✓ r� 'rs 4 Y P k�` c n t`T Ell I � r Mhl i ... .,k5 n.,,, w ,:✓+ a.. ,".�� .s:.: .. .. 9 q �. ::.. ,r. s..a .,., ��. i� 'a,�i +..4 �,. '. „tt., `x c._. Fr,�sr .,.;'-.r f . ,..e-a ' i ar3,. a... Tm".ti+5d ^r Y Krr o +, t - _ i'• , ''emu \? s � .4 . ° 5 ° rt x z' p,;r:` ° x ry„y 'a.A'«: , r,': ^' z '..•r.. n-,::; e' .::n, " 9 , ' .:iu' .,, A`4 S. ww:..:..aa,,.��'.� a+'W r� ke:.:.x. , `Y ,,:r #:b �'�'�'�',d ,' $t'}"rr:r,; ':L ran u 4 .. ' w: .,�: N, r.+ n o-4 k e� Y f y 4 Ile K i 1 } 4� r R @' :4. l fi^m .'.a,'}?h. y.. q. e � v r a :, W, ....,{ f'Se' Y..,, .., r :i- n .,. n..x r. 5:� .. ': ' AS f,., ✓ y dJ ' r GL „$. :..# ,�d "°�fi' i"'^,'x • M�:I�f: `: ^F a n et,:,� �.5 rk` ^:Lr l •. A,v.C` a r`,Z :'i,. r. Y !'": �v e...�4 .,.'a: r:ry Y. .. .:' Y ;.Y1ifA,. dG S%u 'A #`: [.. ttz.•. S:Py :. � '. , ti' it e • Y : a S'3°' •ate". a f<OF CONCRETE WALK t ?"r:. � ,� `,§ " ,'$i ,u•'..' .,. . ` x° ,.'"� {} ___ REFER TO SHEET A 362 iR t CLUBFIOUSE ENTRY � r xa µ a' vx `.S.uuP+'i p' a, 5pry q. 1>vt iv- id I �>s > t4 ✓ M1 r U a'ZI 135 zr° M3" All, „6 IMP + *+ .�.�,'s ; msr�'E�"7`�e _. �..c,". _�..�. _, '",, . v._o_a .,. .,<_**'.ex,. ' . .�'pv. p'"i;w'.9� r�..: r7`tr ¢ �'"� 17 v � �qv M rc. '1°. �:•• Yf � �3. = v�',� rxr3rrve.T.?E-taus\tio},y„{r C a nu,+ra ,Gtnmv-,. "k k w SY S 'Hr;. >5,` H !'x"i• V� �'t ,t' � 5 „ ,. .;i•.. ,. , x. rk .r .m:a+ va.. ,...: .,. „r" . .., , ,,'„ »^, - . ,_�; bm, san, c+, v2a...r+` _ .,, :. . w m'n...xem b,sx" m-• ..„. .<u✓ .. w. a e.. ,F v. Y.9M uv ,.d:._ u, N'11d111DY'l.. s. w !. ..vFhti.. m W-� �W v �� ., :,.... , m' ,. ., .:,:.•. ,+, T„ .....;e�� r a xr,,=� am vx4�r 'k��, Awt y, i.:j ,..� il. 4 G1�be `t4ia,5R 6: \ "^a fail r cka � REFER TO SHEET A 3,13 FOR', MATCH LINE — 8 1/8" U " VS 0 ¢ 0 l� s. -1-m 04 S,t � O uunn ''II qqL �IIQ:iA��ItlI6Gl i>L � � a 3 0 �U1 a P 4 e b W LL 4 h 0 M U( 0.c ui6� h C _ V��A Q a e � C 0 s 8 PLO �"1 Q ps Y 1� Q s or WO 'w U♦1 � O LL W O 2 U Z O U U ■ 1/D Y� W d OJ U H A■ W U � 0 a DRAWN KPK DATE 8 MARCH n5b SCALE 1/6" • 1'-O" JOB NO. 932, A 3.1.2 I A69D TYPICAL u a I6'-0" 4'-0" 11i 4'-0" _ III �4'-0" ib'-C. P'IASOPRT OPENw MASONRY OPENING MASONRY Of8' 'iMlb MA•Q'RY Ofil rill 21_QII HB.Fill IIIIIIJ p 1 1 1 1 I I I 1 O ___� a_ __________� �__-__________ III REFS TO __ __________ ____ -_ __..___ ______________ I -I PLUMBING D 1 1 , - = 1___T___-___T___1_T_..._1___1-T--- 1____T--- 1___T___L_._T___1___T_ _1---T __. L___r _.__1___T___L___ 1___i___1. I 1 I 1 I 1 I I I I I I 1 I 1 �- ® I I 1 I I 1 I I I i t 1 I 1 1 1 1 1 I 1 I 1 1 I I 1 r 1 I r 1 I 1 1 I 1 1 I I I 1 1 1 I I I 1 1 1 Q ®FD. I I FD. I I 1 1 i 1 1 1 1 1 1 1 1 1 r 1 1 1 I I I 1 1 1 I 1 1 T T ®_ At, _ i 1 I 1 1 1 1 I 1 1 1 1 1 O = A I 1 1 1 I 1 1 1 1 1 I I 1 I 1 1 1 1 r 1 r 1 :I 1 1 I I I I I 1 I I I I I I I 1 - H.M. jl I I r I I I 1 1 1 I I I I I 1 I I 1 I I I I I 1 I ! I 1 I I I I I I A l__i____T___.____ l.- __.._1_._T___1___ ___T______i______T______T_._.1___._T__.___T__._-_T______T___1___T_-_! _1 _T_ _.a__... T..__ t_ _T _1 -•.T _T _T. _1 _._'F' _1. �. �rj�!". a _T _t _`T _i__ T ._.t ._r_ Y .._T _1 _T 1_....T__._1 011 I I 1 1 1 I 1 1 1 r 1 I i 1 i i I i i___1.___T ..__1__.-T_-_.L___ L___r---- -1__11_. 1_...a�g 11___T __..L __T_. _... - -- to --- -- `--- `--- -�--- GOLF CAR STORAGE _ 'I 1 1 1 ------ ---- ------ I 1 1 I I I I I 1 r Q I I I 1 I 1 REFER TO Si A 3b9 FQR FIN. — ' SLAB ,'ELEVATIONS 4 SLOPES. 1 1 1 1 1 1 1 1 1 1 1 1 I T__ L __T i___T i __T i___ -_. �..___T ,___T i..___T _..1____r i___T 1 1 I 1 ® I 1 I 1 1 1 I I 13 FD•i SERA 1 I 1 - I 1 I I I I I 1 I I I I 1 I 1 I I I I 1 I 1 1 I I I 1 I I 1 1 I 1 I 1 = L___T--- i___T___i ___i___i_ _T___i___T__i___T___i__._T___i___T___1.___T___i.___ ___ s.___T___i___T___i___ i___ i.___T__- R1 FD. r r i i 1 1 I 1 1 1 I I I I I 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 I 1 I 1 I I 1 1 I r I 6'-10" 1 1 1 1 I I I r 831 0x I I i I 1 1 8,_-1n 11_011 1 1 1 1 1 1 1 1 1 1 1 1 r H 214'-4" CATCH BASIN HIN 4 REFER TO 5HEET A 3 FOR WALKWAY t SERVICE A PLAN J AND DIMENSIONS. I miaml � SH2VICE YARD (� T REFER TO 5HEET A 363 FOR FIN, 1 i SLAB ELEVATIONS ! SLOPES. 1 I / I \ / 1TillSFOrq-I R \ 1 I I 4" RAISED CONCRETE \ PAD FOR TRANSFORMER\ 1 L_J !c+ V J 81 /2" 3,_411 I \ Mc. Mal 11_5 ,i t 11 _ 6'- r \ I ed IEISTOIZ �I�IIAI■I�INgN� ■ L I o.0 .. III ._ •L "v A r wP e�c U MGR'S• p OFFICE Q1 IT 1C iD 082 m W , 5'-5%" 3'-1034R - 0 v 1 A in LOCKER ROOMS (�H1) 30,_4" � I � \ �O •�. I e O 1� 0.� __ 11 a I 4 F,s q��•` 51_4a 31_pll G,_�II 1_ Duel 1 11 4 tn. 21 2 a TYP. nA. V TTP! . MA. \ ADMINISTRATION = e 9 1 7 41_2„ A 1,-2„ 4„�„ 14" 0671 V L \ HALL it v A 0 d1 \ ® v = FL4c,Po�ey ; eJ QQ \ /J = � d1 4" 4" ------ ---- ram- _ ` b ,\ le? .VATCM LINE - 6' ►QI MASONRY 011 MASONRY 011 I i IJ 18'-0" I. 9'-0" I. 21'-4" I. I. 4" PARTIAL FLOOR PLAN @ 4'-011 A.F.F.= REFER TO SHEET A 31.2 FOR x" CONTINUATION OF BAG VALE / ENTRY PLAN 1 DIMENSIONS. 4'�0" nD. TYP. MO. I'-10" TYP. rt.0. I 12'_4„ 9,_01, 50'-6" • REFER TO 514EET A 413 FOR ENLARGED 1i FLOOR PLAN 4 DIMENSIONS FOR 7 2 ADMINISTRATION AREA, AS1.4 TYPICAL BLDG.• 6ECTIGA5.1.4 5T-4" MIN CAR STORAGE / ADMINISTRATION / LOCKER RO * 43'-9" I MS (SHELL) 1/81/ R a a h W c h O M D I— U W � h �p cr Q F h� • �1 2 e Q n t 2° `I✓ h O Q p 4 4 o 9 ■ W v ) �/� VJ � ` O U. U. W O� M W O 0 0 J O U� ■ Q LL !A W • Z O J H n . T F ¢ O a DRAWN K.P1C. DATE 8 MARGH 1995 SCAB 1/811 - 1101, ADS NO. 9322 A 3.1.3 a a "May �r Mato .�✓.� rg`� at r i i�PY H .� t�441bS'✓dAe ... _ d e Ik ' r I`" ' 7— ,VA 7rH LINE A i \ — — — + I, 1 I t `" f3.1 3 ,j 31Yk{ d.;I�t, M•' l 5✓Lw� f Zk i% i h0.ary �ry k 1 z. � 4� Pik �w rf �,.�y > V Yv' .PNq.T'tu." Fa to I r w l r11 r t E:• mV, b "1 ,<y K; 1 >H e -t f 1 ^t�;fiNEua ,p .ed .a §` �`e^I,,^i nl `' s¢a .✓u » do ,. ,x';1 s ,' x ;F,,. a*�>M <.e+: nF- s '" £ we'• } s a n1,7�i r€ry .r�u �,v '�' 1 s,' `:. *�^h-sw 4' S.�Po �. ek +>!�p� i 5 < k rh.fs, V" - 1 ax.' t�' 1 �• (I I I11 I I li RNA, I COD X �I✓ I4 �� II b� 1 uy I II II i a i rr ,P,#�n�yT�.b ,r Z4A' ohtr uP,:.,hh. 1 �gaM 11 1 I 1 I; I I REFER T �' Y'A 323 FOR Ind' CONTINUATION OF ADMINJCART i% STC Z4GE AREA PLAN 4 DIM. i A4rA7V4ff LINE — B "d.F�.��a3�F �� 1 � P W.».'4.� "k �'� � P kt �Y7 �>l� 1 �a sm�`✓CnM1 � ,$ .', � pp�� ui W'P r�"r,�1�� c�.�� ba f�a 4.krv�P., y$„ t. aY xYx � rx3, ll.. 9h .a tx 8'.• .b REFER TO SHEET A 52b F SECTIONS THROUGH BAG VALET / ENTRY CL TOWER A Wk , I L I 3 alr�. J � ♦fa S:I u1 .''i��!iiVfayy ! "4t., 1JIu.:�I cii,t'((I�, ;�+gieg:l'� lr i rry k'�„��. �*1 "FA'.s�..;,r,.C£,.eg.~v �w�, r .,.Y,.' r"'"t::�': l A ,e, fn,.�.:: rt. tir,.r �m*V:"#f xr�ib�q a 1dM .m i' "'' f ENLARGED FLOOR Dr r� "v41ER f 4 y1 FT ," `�.','�.'��'`�r�.�'. i",.+P. z' �? �'�z.. msn : d" Tryl� i" � ,,. � t �f. 'TuTkb �✓ s+ !f~"+3^' yy x r t ;A 1 i ?.' a �M, �g2 f'�„`I^' g� y p, + Ma, sq ..,�i.^.r"-v NOTE: REFER TO SHEET A 3.12 FO LOCATION AND DIMENSION5 FOR TYP. INTE ICR PARTITIONS. DIMENSIONS INDICATED HIS PLAN REFLECT M450NRY OPENINGS. S'- ' AFF. AND THE LOCATION FOR INTERIOR I iTION5 THAT ARE DIFFERENT FROM THO 6 W-O" AFF. a. c v.� ':>•, VRnyp, e';tr ?r{,�m �"V s.9.us�p,i.:k.t Y �.._k�., "w " II 3 i d 'r„ r l y %i , it sMWNW r t?tia Me ��` v: 4 xb 1 I 1S 5 I 11 I II I I II I I R 1 JS 'hi 1 �fyy Y s t . M.`�m.re.- ��4 � '4: A, 1"4Me 'i T -. r.. � � a .a rl• gA� 'XA , k1:' w'I VAYVH LINE— A— + TO SHEET A 32.1 FOR iy" CONTINUATION OF CLUBHOUSE / BANQUET RMS PLAN A DIM U vi U ¢ a o a 4 � c, ae a ' y .III .: IIIppI��dl C� c U rc U W idiIi z , a �IIIt. U - I m > h W cc e n O r LIJ d� l h 07 A Jp 1� 2 e $ !� coC h w d Q" R k J Q O i 3 a . w0 �A YJ O J LL W 0� U MT W z �I U ■ 'LL^^ VJ � ■ Z 0 J f ■ r rL 4 DAWN K PJc DATE S MARCH 1595 SCALE JOB ND. 93t2 MAk im 3.2.2 i�pna,.a� REVISIONS BY h „g _ c� io I L3--4' I6'- Ir_0111 1 m• 11'-10" MneorRr R' t '� y+' — _ Ek r."�.>:S�. 1,7 'ew % Fw."9'r"wCq. . v � } Y ly[{ 1+ I! 1 IY II t \Y { ii w it TT.z II �+ I u 1 I 1 . II tR53F' r? t p Ali Qi I ll rl�¢'M: � Il I I II I �Y 1 iIT— z y��`` 11 , I I I O I r�ih&I F II r A I N ,1 v Lam la qll $,r 2 a.. I r 4 \ _ \ 'owlu d r � I II Ill m 1 �l rcr " r ,n ' I 4 8 �, ''ks � l �Y�� S�e1y M A•3B I i 1 '� T,hT Mq c�,1 1 �a � fi` rt,Yi TYPICAL � T a ;' 9 ``. by�'f, �- me 5:� r• fi�'xya`T*x,�� X0�. �$�i � r •�' n�, zv$`w�� {"GIs n v e 9 I=01 1A ial a aA d- W Y � MA?L^H LINE B t � I —\ � . Q r... '�„ .:' �' API REFER TO SHEET A 322 FOR CONTINUATION CF 643lVALET ENTRY PLAN A.DIMEN910N9. MA60�r��Alv-v -Z..._ 15..-.Vyx,. ` MASONRY OF'ENw, -- 1,11pr OPEI' M MA9GMFY OFo\IrRI- 21_$I +a r I Ix I a a� it I: 1 � ` Ott I' I k r Ip «. "Rtii1.. x v d v� " yrgxo- Ea x ✓ r ," f YymM°.r ✓ d ' k C .X F *YJ� I $•v;o#,ka'S-'x''��`+.:.�s' III y,-i''' I I �. '. ..... ', • . , i .'"nR x ! 'n'A d �,.F^ yy}} r',, y 4 n 'k k '� Y'. ,IY x'Gj$*1 � :.'. �.._-r� -I I:' ��.•'�. rm � {"AFL ti � M Y P X l(rr�`�4 # » V1 I � 2.;� qk, h ,R t i.'', � �`� '�k? ,��• � '�= ': ! kk - rvF S,w...J� a4'=".:, " Yr'v 1 �'�'" "• � li' Y _ NvTL. '*su Iry I I� REFER TO SHEET A .19 R LOCATION AND "'�/� Y+ i, UIMONSIONS FOR Ty INT IOR PARTITIONS. ,. b4xYY Ylyrv`'ill , 1 I GIMENSIGNS INDICATE O HIS PLAN REFLECT r Y - MdSONR7 OPENINGS • -0' FF. AND THE LOCATION FOR INTERIOR R TIONS THAT I I a y - x a'' 1 ARE DIFFERENT FROM THO ® '-0" APP. .i i II'll _ I - . +� „ _ I 1 � �I ii � � Ali �� A ��.t x?0. , .,,. ;' ;�" �+x ems.; _. I& "'a.tla�P•�i9F . I I � T A I 1 1'I l` I 1 III I GOL_P CAR STORAGE r � � x A �'u'tbw YPry.F%Y""� .S, ,G4L r : �✓ YF � f 3., _ ,.,. AL FLOOR . @ '-0'0 A. I ;1w rS'-' � , ` " 1 ',. •�i �� S•i dr. I. ♦ ra 4. o L / '•tj � "�?F � ,II 1� Ijl�i` c 9 \ _ 'r d?• 6 tlt: 2`1 h �+wk 2 ` �3" P%'.r il+i \ \ \ i 1 $'•, r*k'*;t6,', 1�'h.S isw+.n 5u�+.''A 1 6a 17 ._ II 5 > ..., ...:. , o. D. 4 i, 1: a .;, • 11 Y " Yu. ,. ,, vy'¢.. ' I' .. it: I w - ' �L,.... B'-3 1/jn 3r_gn ��7,r..5�b�^dl ,• +x �°'�°"I � 1 I�. r ' I, � I - \ _ +{ 1 7771 /`� e 1 v ti n I II 4n rk� 31 �ll d ''- I -----------' 1I. STOR• W lIll I Lr_ 31$11 3r'$N III_1IW 21 , /i J(L HALL 1'-4" I; v T1T' T T.M0`. // / \ I I/ VEST, 1 = � I d "�rt 12 y,2n ^ 21'-$u 1 � �.�--*--:_-..._ � ;---_ -.... � I ' 2g II s $ all4" 4° $" j1� $" � I c '�,. � � 2 -2 - TYP. MA. TYP. MA. , , Cl to KI �k~ P a ,.'I Aa H' Li '.O o a .�� 1-- lwe' ' w ADMIIWSTRATION _ ING.,,`r" A ,. , �y! n el 3 rr. PALL v \ fati i ' $; v ♦k s Ill t Y ''. : I I - (.`�f � d ix II I ' r " COt S�RBVCE A M {d y i ry„+ 17 a I i n !F4 a f.,t to ;, yq, T ,5`+ t, ,.:"F, ^u b I 9 -- - - --- m , 4 % W - - ------------- +0 ------ --- _ '` MATCH — r" LIN.Cs' — B. A I qq p�" :. 1� E.. v ,c ear i 'E-, i`-� •, I.. ...r . ':rr REFER TO SHEET A 322 FOR pp 4 L a.- � _ - .-.. _ - -'xg � <..^.`_ x... _-lj _' h CONTINUATION OF BAG VALET / ENTRY PLAN 4DIMENSI ^� , 2� TYP, MA. r-IF r ..._ . 11 II E�Y Y3 a&17F10`I'�°si. Itis• 7ka1kC( 'a:: a a , f': da 'st 12q _ n 011 rl "r: x;. , I n "� T �F.•,z w ✓,.'^ .: ka ., 4 -:ar r sv"Ea; jj v �n 1 Yr ,..,r.: s w ° r3 ��1 Tu` ». rt. �uab�namm M TYPICAL. Bll 2 2A SECTION A5.1.4 / A'DMINISTRATION / LOCKER 'l (SHELL 2 _1Y i n �1 Vl rc cLi a 3-I 0 U o I8R1 � g@µ ig gMRd arcs&6A��+�ald��uaw'm: � z - rc IIj; I � m DRAWN KPK DATE S MARCH 1995 Sill I/S,r - 1. 01, Joe NI I!II e �•1'�Ttl �9! 2�. i � 1 I I } 11 I u I II I I LL t 11 I ;F' R�'3 5 -".,a,��' Iry •'� ' II I t MATCH LINE Y,-,Wii ! REFER TO &EET A 3..5.Z FOR ENTRY / SAG VALET DROP-OFF ROOF PLAN, NOTES 4 DIMENSIONS. AfAYr'hr L.1—ii p y 1 -W"'t 3,d V 1 t { f 4 iK 4 i t s t w k 1 4 i M J - 1 t �a �t �, y ri , 'o:' . M�.�rS S, 4� a 3 u, I:;✓ '*c a 1 el 5� :�: hx r`'1xr � • ,.e�.�y * b • m I/z 11 m 214 k 1 B TYPICAL BREEZE"Y QI SECTION -... , r 4 �^AIIiII�IF.e.,��1,. � i111tfNN�!�li■�:c,.;. r Mimi V? TAMP"y. f' .ry e� a{s� v � ,a — a h 1�1 _ EGiIONS iHR("}UCsH ' LEY /ENTRY CLOG—K WER Y+k i 2 n. 1• 1 l i r Y e 1 mi=a { h NOTE REFER TO SHEET A 4.1.4 FOR LARDED FLOOR PLANS OF ENTRY / DROP- OWER. _ ELECTRICAL SPOT LIGHT LOC :3 REFER TO ELECTRI(-a1. nF;P4 REFER TO SHEET A 333 FOR Ise" CONTINUATION OF ADMIN. DART STORAGE AREA PLAN t DIM, MATCH LINE' — B MAr "H LINE' — A REFER TO SHEET A 331 FOR C ONTIMJATION OF CLUBHOUSE / BANQUET RI'1S. PLAN 4 DIM, hili t7n43x f ,k 1�� V, i."r•'!k'§ Su ..,..� k ., w—w— 'w•"A �! ., r,",, _ t � Ja jMY�� 1 � M ��, - P y� 9�: £,.:,r,Lk M1l�kly4yY Y PJ 'J'• q ! �ae'i. .yna^r ail ^x}•R7 ta` ' w v ?. s 9 U ^ C a n •~ Y Vi h U ° a� (d a L+ bA N 4j Ca G � O o �o �a w W Y, h a n 1 M � " W I— q U n c � Q a e Y a M N i W_0 /A O �Li J r � W O O J U? ■ Q W dfJ 0 a DRAWN KPK DATE 8 MARCH 1995 SCALE 1/6" • 1'-01, Joe NO. 9322 A 3.3.2 14 1 "1" !' M�V fn "p Yz ap, rr PE 7 —7:7 6q 41 11- A � I �25 TYPICAL 1; WTI 3�o ,J) j cf1,,VA7K'ff UJV—,v R REFER TO SWEET A 332 FOR ls CONTINUATION OF BAG VALET ENTRY PLAN 4 DIMENSIONS. TYPICAL 3 -10" 01-01 0, tg III PARTIAL PLAN; B 1" "'192 RAN 10018Rk"MM" R 7" ION" CLERESTORY A "I If .. vWW"M p ji, 4" Aw J SWEET A 3S.I FOR CLUISHOU51F SHEET PAVILION ROOF PLAN E DIME W )IMENSION$. PC, . 111'2 11/2 REFER To ELECTRICAL PRAvW-se. 3 M OPAAC=" 11w 3 EQ SPACE$ 2 111P, Ab2TYPICAL A SECTION A614 11_ I L 14' L 50._fin L 11 ?wli 11.5 C A R ADMINISTRATION LOCKER ROOa or w 0 j U. z w 0 0 z 0 F- LIJ • z 0 D J H co 0 0- D#tAVfk Ki-K, DATE MARCH SCALE Josm-0— .11, SHELL 40 ism � xt No a e � Fr �� as �"'�y'` � ' " •� 13"'; �4 S n{ 3 1 sv s ,17 S. A F m k• Y h hr M1 i r .:,. ,. :.. .,x $ -,�uw.. ,.... t ,• _,,.:+: dY ..:. .... '&,. ..... .-.Y ., . t ti �1....5 a.,,.r .y ;; r.:;, :..a.> � t. 3¢�,a��r S��b"" '" 1 7 w � k IIINIIIIIIIDIIISIIii111111i1I11111/9 IDIIIIIIIIIIDI/IIIIIIIt11i1111 I I I ■ l IIIIIBIIIIIIIIIIIIIIIIIIID191111111ii111 Iltl 1111 111 u l l nneumnnannnD Ir �1 num — I 1 - ■ � !� mil ■ ,. -- mm ■um — —. nnn■nm -- —_ .Iw ■mn _nnn■nm —._ .-- un '��ili' � � I • ��;I,+,.►,�-- I 1 �� ICI �I I}� �� 4 i P I 1 l 1 r III I . I H!!1!1!1 ill ii ! 4i1l1lllIL1�1lIIl1lIllllll I 1 1 !! mi l ■1 i 11►' 9 I 1 ILl■I!I!I! IIILIJIlI!!l9�..it�iVii7..�liie��l�..�i�iSY!■■I �ti11�Y1�I1F. t v 1@I z®prey}E�g$Qina¢dR I w } Xm"g�lI�'�zB,"" epP t uo y IS 1Y � � TO ELECTRICAL PRAWR,16�5. s ISy.8yuv IMF 4r'k93 k' . . • - 9 1 •'• •' _ ra#x iiYaP a yil I'"!it 4j, tae.P pp,'WS 111111111 444:.3:uaXGti4R11E�d. x9QYtlGc2ld.KAB:RitiS ■�l�I�I■71111!!I!d !i A. Izr`k*"%! V550+ o� ,n d ,' ` x TYPICAL r . a 1agn, x ERECTION? z SECTION _.�. v 3� x ,✓ t t , z + a t t rr {� A p •1q S wl',i LF t 3�, # 1 r�.. �> } ;S i; h Jr�s S i li S 'i '' /� ^ b s v, A r ! .: �ryR Ya„""r n� 1 { Cnv .{t L,',r w z j,. o I s el �rR �a, �j" d �# `.., s .i t !r i1 - .. a W.S:� D';`b w' � � • Y. 3 +• h Cr,^ a � i � ��i • � � �,�x„-,. .i x � F i .s �'� I i �dr"� �: � i�INN a .S 4 *rxk,' `-# ,. • A'w IJ e''%` # ,ry tY i Y r F hr. t Ia n.a •. r.i s.f. of WidTx .F, NIN vtl'h°P'r r ;o, n+ ai t e S Fg a as^q j'' Y s r u� r ¢v •,i*� >ds 5d it I i i� I m e' A { 1e 4 ax F I _ TYPICAL NOM, 3x5 UK?OD ROOF RAFTERS • 2'-3" 01 _ NOM, 4x4 WOOD BRACKET. REFER TO SECTION THROWsH ENTRY. ELECTRICAL LIGHT FIXTURE. REFER TO ELECTRICAL ORAWING5. TRI15S CENTERED ON COLUMNS. TO SECTION THROUGH ENTRY. `'—+ 121CJrsE BEAM 9 r D2 T OSED T Kr WOOD ILING FINISH _ TYPICAL EXPOSED TtG WOOD DECKING GFll ING FIIh113H t 1,71 TYPICAL NONt. REFER TO DETAIL 32. CONT. NOM. 4xIO WOOD BEAM. ,71 -%� GON7INUATIOIJ OF ADMINfCAKT STORAGE REFL. CEILMG PLAN. MATG'H LINE — A \ - ..—..—.._. _..—..—.._.._.. — _.. —.. _.. .. ir+e''.7t :.�+ : •l ..�� 19hai'� -;. '' e ak >� 1 d � 9'1~`... � �' ^y' t. x a A v. t 0 P y a., 0 Q a DATE 8 MARCH 1995 SCALE 1/61, a ,. O,. Joe NO. 53:[ SWEET 6TYN%.SYa.:ea1AY;'lSdF": .mY: rrT4^+'hn 'i%. m6�R'S.5 `.W b3a1+3 5% '"vniWVs�.+f&iM`a'.%YYX€4rA `WLmAs-CN.'R2AE'iA`Da #'Rxl+4v. 1kN9k�n Uk`:G�.%NSlvR .. �'i. _. 'i k ff 'ti }ALIyEM 9 u3... SS.S^I� ?+'14>(; �.YtM. µ 4: .i. WXN �. 1:y �.'...qs.: MIL k ,y x. <, ar ., - R `�.� � �+ lal.. '4"XUL q .yY! .j "Ts.. �` F ■ ■ ,A=4w 3.4.2 REVISIONS m 4 YR' W9 d W ax �' f 'I rl V d € ) �Ir e 4 3 .r° i{ 4t °IA YL tiY k,u A tl {' d%'�i,5jf �lt1l Fj n 9� a � e go- 1 e 1 � k r J a 6 M1� b frI , sd I G f X T F d •I' v N f4 Iw 1 kTa TILT,m,,,GI �I ,Y^'Wf4b � 1 •r<. P ' xx i 4. Y LALND. } 4 §Y $ ai 1 — f h Y f � 7 xi't 9 4 w E F a : Y N S s 'fit%rJ,. I I I I I I I I 3 EQ EQ OG _ ,J.,,_. .-a. TYP. 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'•;fi. ..:, :,:xa+ , rH-. u,' - .-. \' :.. &,,I}�?',a I .,.r ,. a .,�},., :..: •i,.>,.x� •:r L„, gx t , x'.:t ,:' r,.., f. a K _Y CEIL T. ,.... .tt,F4f ry '. t. '. :;M C`r°a,#q'2 4 v ,I„ri ex i T:rE x.,2 +`'` t x" * a 09 _¢>" I FF 0 EXTERIOR CEMENT FLASYER CEII_i HGT. VEST• O HALL 'k FINISH FLAT SOFFit. O 1� O = AllyJAM tom, MEN " A. O s-6< F_F. O7/ O O O' rt =fij' x'?" td.l . �t r�,'°'.s. uts,+,ar SOFFIT HEIGHT. EXT. CEMENT PLASTER SCfFi7 — Ydr�,k, CONTROL JOINT. •. T' IT COPY I u u* tt Art I _ ".'FATI— ° z x n r a r A 1 \ / I' : f r kx r r "1 hwe'lw8"2 ra" a +.sL:n ^a }r;, r k j _ `Sw, °.'pP"`I G^ •,w,. - _ \ / 1 :. iaa,a '"`f , k" r i`♦'�<w # °inor �'✓a"+f Fx"� x'..f,,}' } :k'Cx r r.* :it'b x r+. L: '_. V \// `?/z4\i -. ' lO' - HALLO° FF O O O l CEILING T O ` O O ; 0 F '1..,.'`r` „.: is rn5P sy xi..r, r„^r�• ''"b.. :._:..E, 'A as /nr N,^.ts.. fGr7 ' r s .s , ,'", ikb. E•2.ev at,s' 'a"'A; , • ',* FILING O 4yaY':.FO rG ^I V Ir' Y 1 O / ...40 \ , h rc It I. I r I 11.'liDdPOSED'tKa WOOD by e j FINISR. I Y k u DECKNG SOFFIT :.i ry K7r. r ■ !If 7�^altr'. I�lal��ii • N Y i' h S �E i F MY i 4 w F Y4:^ kPo' H : tl 3tk aP t d'! ra 1 1 I I I I i I i r 4r 6 4:: I G r M �r w~r `r I t I I I Y' � t LI � II I 'II i I rr J. III I r. a I I li III I t k x , r I 1� a I •1 l�. y� :x . o-. r *3v bS g Se Sr } , a_ I a 3 I 1 d I 1 y m G & e a�d« r mop i, ' I � .Ml vc r�b�`0. rlI tt iWT F a i I tl 4 G I 1 x li I r � I I n 1 I f I II r F v;sK- dFF k F' �pxa Jµir •o. 0 v M ry .GYPSUM BOARD FN15H FLAT _ CEILING • PERIMETER CONT. NOM. 4XIO WOOD BEAM. \ TYPICrAL MOM. 4x4 WOOD ROOF BRACKETS. REFER TO DETAILS _ SHEET A 632, ll _—- TYPICAL q NOM. q3nx 8^OOD ROOF '. r(V ,..\ �,P r v \ \ ¢V ACCUSTIGAC 71L �� NCe. �� v 0 _ — O 0 � O O' O a \ 1 4 F I I I r oh: x c i III v,nv, b, ,•.ax,;:, „r ° y xiII „,4,zi �I ..^, r r I f .;2- .,.,� ram., r..-, III ,a';``a.§ ,. - III 3r_:8n /,,S3r.•.,. ._""b,i.. I I II II I C LOI. o\f ? I'-i I/2 -8n <.L.1. Y (�,� P• _ IT FYsT. ELECTRICAL LIGHT FIXTURES ARE SHOUN 1 ':r•i" O,G. ft-6S 4'-9" OL. I'- a 11 1 2'-9' OG. 1 n 7 Z n s 1 AT VARIOUS AREAS FOR ARCHITEGNRAL 8 I'-$ i'-2' b • 4'-9' O.G I'-8 I'-li 4 • OL. 1'_ li ' LOCATICN ONLY.: REFER TO ELECTRICAL DRAWINGS FOR ALL LICsHT FIXTURES. I 4 is ., '.. '° •._:xd�uTx$'}i 1+4 � � BLDG.iYPIGALe` 2 JNx� _ SEGTION�A5.1.4 I >4 s F i s rvl. s� p I ,r y V I i I h p , •. " REFER t0 '"ETA 3.43.E U•" ...: CONTINUATION OF BAG VALET / ENTRY REEL CEILING PLAN 1 �Ap:'u IfY 1 x Yyrcpp.+eyera. #d a U Ci V: 4 6 U o r� CiQ a a U o a m n b Iu L1 M a 'n q LLI g tl O t di k Gyt-1 • a l^1 . P� e sad Q/ M a �•'9 4 ps 4 _ r Y � O a r w VJ L r O s LL Z \:D O a Z J Ut LO U • /ID�I�tl LL • Z O F • U00 I— cr 0 a. DRAWN KPK DATE a MARCH 19! •GALE 1/6" • 1'-0" JOB ND, 9322 . ADMINISTRATION .t„ f / LOCKER R •h IF 1 11 m « ,,: 4-.. �' ra: :i„ 4s,' v t., :" .�fn ._. t f =°ai �yr``�s",¢::7. at S""S-• r E:F N � t br s t ir.' 1 i avY A A %may d M1 V# k i'i Y T'l 'tom' i 9 � � �•,R �fi� ayt, `k" � .• �,,� �.0 � x ; � yr};c �, t %a i� I wy;l�T• 1f" S 5 rt aa"'., T' a �"Y. s.': i kJ J' r j i "g k,? "n'a'r''I +# r R"ti.•da 4 b sx4� t r 4 s � t k c r P r r o a C5 fa FurlvIe oam®t®mmmmm MINE ,m rm e�Fz Idr v^� S ,1 1."ix .. 4 'rii �. ,1 i 4� .�I rl ., d. k k ,? i K�^ � s �" � LP 8 �JS r'l+{ '' q"�'Y✓m a 1 i; w ,a, "' _ eeS a�m+ -. m ma I'All I �, u 1 TYPICAL SLOPED ROOFING, STANDING SEAM ALUMINUM ROOFING rt FAStENEO TO PLYWOOD SHEATHING AND _ '� e r N . Ixb T+G UJOOO DECKING TYPICAL YP CAL 1:17 LOPE. r � f I ✓v" f ? � W.i p s C et��`?r4`..a1,, I i 41 r ol es ,jai a R aqgqTYPICAL .� m n c "fm d r C .0 i SECTION a: a W _ � � j S F r 's ' ^h Zvi,, aqi d a='.r t��r} 3 ..- ._.....—�.. . fkayxp�, 1p � I 0 •i "�i!� n �- ..... .> :,>u m � My f;✓ ""4' ldv, � I 5' r y cra�y 1 ,y5a "�� ""r'ti}��`�'Z eY'xyi m v'4`E.'v�h •�, _`_-•• -_e ,._ m r rot .b iLf _. WPLAN- 1 � A r A 1 1te, (! - . ak : � ✓ 6 .._ �,; ':. s` .4s . r i a4irt;. rt ks rrc i ".. ... NOTE REFER TO SHEET A 51.6 FOR 'NS THROL-,Il4 BAG VALET / ENTRY CLOCK NOT E: REFER TO SWEET A41A ' '- ED FLCCR. PLANS OF ENTRY / DR" �k q i _ ELECTRICAL SPOT LIGI-JT REFER TO ELECTRICAL ORAL s i 3 y� of 1 metro: na., r •m,;;:aa a r .cri ,.. r u w a: , -sn a .... .; s �'^;: ,W-4 MY LINE — A REFER TO SHEET A 35.1 FOR CONTINUATION OF CLUEsHOUSE / BANQUET RI'15. ROOF PLAN. REVISIONS WO 'V^J L Q LL W o� 20 ca o 0 O U�^ J ■ Z O iy71 F • a r O Q. DAWN K.P.K. DATE _ 8 MARCH 19% SCAB 1/QJn ■ I. 0n JD■ no. 9322 A 3.5.2 w TYPICAL 'D j -A iZ4 Tv �ug AI M AdrA7VZ1 LINT < REFER TO SHEET A 3.52 FOR '/#" CONTINUATION OF: ENTRY ROOF PLAN l DIMENSIONS. I Z ROOF ACCESS VERIFY LOCATIC WITH TRUSS LAY Awky%"Ni?low ot EIV., vr I �111 "1 11 mi IT 0 129 06Ws �,T h 1"IN �R �g 'vlm- vT AL QOCF MA ELECTRICAL SPOT LIGHT LOCATIONS. REFER TO ELECTRICAL DRAWINGS. kP L T-71 TYPICAL SLOPED ROOFING: STANDING SEAM ALUMINUM ROOFING FASTENED TO %" PLYWOOD SHEATHING 4 NOM. Ix& T*G WOOD DECKING * TYPICAL 1:12 SLOPE. 'a *1 A& TYP, CON RIDGE VENT jthk 5,4 BLCa SECTION A5,1,4 V, 4 32--4-- 1 L 181-8.1 1 / P4 L No Af4 M" ZrAW R ��EIR TO SHEET A FOR INUATiON OF 51GS2/�ALETI/i ENTRY ROCF PLAN 4 DIMENSIONS. wFr L No Af4 M" ZrAW R ��EIR TO SHEET A FOR INUATiON OF 51GS2/�ALETI/i ENTRY ROCF PLAN 4 DIMENSIONS. wFr 0 4,&d- z 0 Us 0 <F- cr (j) w dZ 0 a. o co cc 0 (L 1 0100 DRAWN KPK DATE 8 MARCH 19e5 SCALE 118" . 1'.0" --- -- -- JOE NO. T A, 1 H 14 .�Wo 4% 1/81F mN �n6 S. .,x P5 t AGATCAF LIMB — B tYP. EXP. JOINT TYP. 3'-0+' $0. TREE GRATES . TYP, EXP. JOINT .4 = m m ❑ ❑ ❑ U CG!'w 121,W. H DR" 1 ❑ ❑ ,C& b 4�'iF mrf e aOLP CAR Graces r' --T A 63.1_ ,r + 1 t a CAR JAPiGING jU LA J /1'd�•.t'Nh �hc 4M MM. T q' .. �. s: x ti +yF{ as mrt c. BRICK PA IRS -SEE DETAILS ET A 63.1. ❑ ..- TY']CAL S•-OV x V- "L. _1 CORED CONCRETE ip Si' f i ., -'•' ,f ''. CONT. 12"W. T H DRAIN ❑ ❑ ❑ -i ❑ ❑ .4 ❑ ❑ ❑ ❑ u Gt_mO Gi-mll �,011 u p _,eta pl_gyl, r 9,V011 p+_iftll p,_0,1 p+_ml. G� TYP. -0" SO. TREE GRATES u M-4yt 'H LI — A TYP, EXP. JOINT t Y4 i t5 �y i•�5 YIf t Rti?_ .Y 1, o- �, 1 •�: yII I. �p a TYPICAL EXP JOV T AT INTERSECTION C TE WALK �p TO SJD AREA& n 'RMEU r yf, ta'.`ki j +5.'fir 1'-311 lilt —0° T— s ,4LS•, ro rM "'91 T qW',, �^'l'I '�'y T Q TY.. G T PROL JT•CJ r � m� `. DMLMALM ' _❑ x. xpr Q W co �+ �. ... --- - A . ' FLUSH , I — U QQ �. coiitRoL JOINT z7777777, a, I i '. CONCRETE. PAT' { -- BY• AROHITECT.r Ft P '� ,nY {�".,,, MEN •"yu$ I '� TYP: CC TROL.JT. � 2" (1 n ,.. s .v*< . tad. p •t5'r yy •: f 11 i 'rR "aoi'R`�'A5F� t "'�1�} .5 / µ �'* )'m •^.SI•"I,tj�1�•�,.v'.;� ... � ". ..U,.'.� � +� �, : . �'�+'` 4"��.0 �4 '. ty' TYPICAL EXPANSION JOI Q i T AT INTERSECTION OF CONC TE WALK`S TO SURROUNDING LONG TE AREAS. n.LL(IOUBE TR\1'. a 1 • ifi pill u, 1 S r *E+ g W0 VJ O J LL 0� im_ o O U� ■ N ■ Z OJ f L.L. U 0 a DAAWN <PK DATE 8 MARCN I9`. SCALE I/W m p 0,: im NO. W22 M4/ ,' Rtl.Tug k �{,.,, 1'Yipi .'a ��` t �P. w:: y�i'1 V} iA "+aa,;x.. ,m, r„r•�a, ¢ssr,:.:.x^:+mua..+arv'sx s w �•w Iari ixiAh �tK OA.yq^ �"}x a y x HY W!Y db. Wi .YRbrN I'n'RhaA{ Ji18t:"`YS¢iYdFLM4*1 4'S cmkt «d "auks XN 1 3:'G.e SM�9LYv' "fiY mm....3 W F k.t 3 ..i:;, ml ':* ._ .. r .. • _ .. „rtb Y=ti'd44 X'A#SP2 Pk.5 §GM'au'.f=MAAA S�ll®&MA61' Mtirt(WTm_ ._:��"¢$, ^v vbi e`$l,WirS.�"•r M�+3=+"rc'An iryM.. # .iN. X. .., bi 3 • :RI _ , :'J Yw 'Ai�j_. n- -•. e e 'A#: • .B d .. m ,� -'h r,*13'I-f$ = ; z..$ � 4 ,. {: d )$ it + .. Rip 3'a3x " Ltd nr'um''sx'.Ea""'Ta�'xa.un". �,?r'.2'&7<?S7�Tw �'d�'hrai� .:1°aTE� +�{C7aa?`,.:�':��" s3ti F'x'�..',1 •t �G,a.'.m�`t'x o- A 3.6.2 REVISIONS F4 2, T;'F IN - ------------------- w 77 J"r 4 Ia �4 F 0 IX F N F, PrIl IN M f, F& W F INA IN, 00`1; IF- lit i�� F, 'p': F" apia FN Foe INN, OfLy TMl "U Nr v' 4, TYP. p "so, 'F Z"!' 27N l Nv %�Jj'l 40 .16A A, C'-2"" 4 ........ ........ N' 'V 0� 7� IF F_ i,5 N-N ell; IF IF - Fa Ile, F in A iXkV Jf el f. jh A& .DINT AM 2 H SIEMENS= MWIiIIIIIIIIIIIIIII Ff 4= 4"`x ON Z'-O"W. x A Vy\ ZC4 31N -LINK GATES. q �JU IM "M TO, C44AN-LW C y it er tj TYPICAL EXPAN51ON JOINT INTERMCI TO sk� 'ION OF CONS LILL F4t4 �lell q Jp" CF. A R, Ap ZI P'o A My " "7 "Ill' Al!" ;7 Y. 2'-0 ';;� i 'o wr IN ----- _ VA TC:& ZJjVV — ------- --- _ _ REFER TO SWEET A 1.62 FOR CONTINUATION OF FAG VALET ENTRY WALKWAY PLAN ANO DIMENSIONS. • %bw� j, j F� Al cj cr 4j m Q O fr D 0 cc IL4 0 LT..j w J L U. LLJ Q :D z mi o o • Z 0 V) a MARCI&, 15Bg SCALE JOB No. amy J 02EEZEWAY 4— LINE OF SCORED CONCRETE PLATFOW * DROP-OFF. REFER TO SHEET T A 3,63. Wf,?APPED STEEL COLUMNS. REFER To' f4 TRJCTJRAL DRAl t 4--w 2-0 414" 0,11 REFER TO SECTIO�* SWEET A �,yq , FOR COUNTER HEIGHTS A DIMENSIONS. 1 IN WATER LEACER, RIFIJ R TO PL: W-4 INGS- Al ASHED LINES IN E WALL EIELO�f�l TYPiCAL EXT.CEMENT PL TER CONCRETE COLUMN. REFER TO DRAWINGS. Fa Ot Ift mom.1, 511 7��Zzm ICAL LIGHT BOLLARD. REFER TO AIL SWEET A &31 munrAft-6f vm* -41 A" "Y —0 . . . FLOOR PLAN: 4' AFF 90 A 101 443 2 ROCC OVER#-TANC. LINE ABOVE le 1� BEAM LINE AEicVa. YTF,'," - jk j ------------- -- go A TYP NOM 4x4 WOOD 5 T1 TO BRACKET DETAILS SHE T EA r-37rloll BEAM I LINE AE!IOVE, 4 t* ri A Ywm LINE OF TYPICAL EXT. CEMENT PLASTER, RUN * 1'-2" AFF. BELOW. REFER TO BAG VALET SECTION. -4 agl I 4p T1 g --------- ----------aa IwbY DASHED LINES INDICATE MOLL g SHUTTER A15OVE ER T D< w,, SCHEDULE 9I4EET A 611. III 1V RIDGE BEAM ABOVE OPERABLE WOOD SHUTTERS. REFER TO EXT. ELEVATIONS 4 SECTIONS. ------------- q, 'T FLOOR PLAN: 8'-0" A.F.F. A azza, amw 'J 41 N F7�-sZ, I.D" f: Cy r.NIS; LAS,- "j" ppp s7 I M., j At 44 ELECTRICAL SPOTLIGHT 0 ROOF Ell REFER TO ELECTRICAL DRAWINGSry al n, SY CONT. CANT STRIF. DOUBLE NOM. 4x4 WOOD BRACKETS. REFER TO SECTION 4 BRACKET DETAILS. V": Ar I. REFER COLSTRUCTURAL DPtSl�r FOR STEEL LN SS IF XFfl ,1. Wift I EXT. CEMENT PLASTER FINISH ON WOOL I.' ...... Ij FRAMING. REFER TO SECTION, z RUN BELOW.REFER TO SECTION. LINE OF TYPICAL EXT. CEMENT PLASTER. w tl X58 HATCH. 0� PRl ROOF ACC f,4 1--* WAN 1A 4i -- �v � ", " . - 21-� j - RAILING. REFERTO EXT. ELEVATION. 'r4' a . U ff '7 REFER TO SECTION THROUGH 5AXs VALET FOR DIMIENSIONS, X RA w j 21 ", N " IN DROP-OFF I A IM571 41 T�-- 11 17 .2.1 -u Al—J-1. ��Rrft,4 41 �gl 1"IN 11"I"M I PLAN: A 36-0" AFF, !""q kia K 2 tUARWI* 1�MU" RZ, :4 "g EXT CEMENT PLASTER FINISH ON WCIO:, FRAMING, REFER TO 5ECTIOR NOM. 4x4 WOOD BRACKET 0 45' Al REFER TO SECTION 4 el DETAILS. 7. o UI 0 O Fti o F- LLJ cc < CR co 0 "mull ;04 0 0 U. z w 0 T 0 0 z 0 cc LL I d VJ z 0 -j CL0IL mommu� DRAWN KPK DATE a MARCH n1b5 SCALE 1/4" . V-0" _ Joe NO. S322 A 4.1.4 REVI MINI, IV 9'-6" AFF. ROOF: SPRING PONT'j.-r- I IF H oil, 1 1, PEA I = W 4 1 IT (41 A TYPICAL EXT. CEMENT PLASTER FINISH. 12"0 POURED CONCRETE COLUMN IN ROUND PRE -FORMED DISPOSABLE FORM FORMED, RCUND EXT. CEMENT PLASTER FINISH COLUMN BASE, TYPICAL 4" CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL DRAWW-,5 4 TYPICAL WALKWAY FL4:46 SHEETS A 3ib,t THROUGH A 3.63, PROVIDE 24"L. 05 BARS * 24" O.C. AND '/2" EXP. MATERIAL 0 INTERSECTION OF TYPICAL WALKWAY AREAS To PERIMETER CONCRETE 5L. AREAS. EAS. W,QYr REFER TO STR.ICTU•RAL DRAWINGS FOR NOW, I � �7 I COLUMNA'OOTING I NOTES 4 DIMENSIONS. LIZ 4 A, L EF"t"." EVV A 11"w AL 4 13'-2" AFF, ROOFBEARING I ' - 2 ° A'FF. - SILLHEIGHT SECTION \\ I"ll- 7h a z. f k4 fi�'4r M rY i4 , i AI � �, d a REFER TO SECTION VA 52.1 FOR TYPICAL .5, WALL SECTION NOTES 4 DIMENSION F VARIES -9rSEE CLG PLANS CEILING FINISH 4 HEIGHT VARIES. REFER TO 5LDG, SECTIONS 4 PLANS FOR SPECIFIC FINISHES AND HEIGHTS. TYPICAL WOOD FRAME FIXED GLA55 TRANSOM PANEL. REFER TO SHEET A 021 _CONT. 12"W. CONCRETE BILL BEAM. REFER TO STRUCTURAL DRAWINGS. TYPICAL 12" CM.U. EXTERIOR WALL WITH HORIZONTAL REINFORCING a 16" OC 3/41F aW ui cr D Lu o Kp Q) ti LL z O (.5 Yr z o 05 ■ cr (J) Z 0 Qm cc 0 (L K,PY- DATE 8 MARCH n,55 REVISIONS BY AFF. ROOF TRUSS BEARING ROC TOP OF 5LAB 10 TYPICAL SECTION: GOLF CAR STORAGE CONT. PREFORMED METAL CAP FLSH'G. BY ROOFING MANUFACTURER. CONT. STEEL CHANNEL WELDED TO STEEL ROOF JOISTS. REFER TO 5TRUCT DRWG5. SINGLE -PLY MEMBRANE ROOFING SYSTEM OVER LIGHTWEIGHT CONCRETE TOPPING (SLOPED MIN. 1,4" PER FOOT) OVER METAL DECKING, REFER TO KEYED DETAIL. ROOF DRAIN 4 RWI. BEYOND. REFER TO ROOF PLAN A 353 / PLUMBING DRAWINGS. z" AFF._ .TRUSS. BEARING NOM. P.T. 7x6 WE), BEARING PLATE BETWEEN STEEL ROOF JOISTS. REFER TO STRUCTURAL DRAWINGS. EXT. CEMENT PLASTER FINISH ON GALV. METAL LATH ON 150 BLDG, PAPER TIN -TAGGED TO ',," EXT-APA PLYWOOD SHEATHING. PROVIDE CONT. EXT. CEMENT PLASTER CONTROL JOINT • CONCRETE BEAM TO PLYWOOD/ AMING INTERSECTION, 4'-0"D. STEEL ROOF JOISTS. REFER TO 5TRJCTURAL DRAWINGS. CON.T CONCRETE BEAM, REFER TO STRUCTURAL DRLIG6. TYPICAL TUBULAR ALUMINUM OPEN GRILLE WITH INSECT SCREEN. REFER TO DETAILS SHEET A 63.1, TYPICAL CON.T EXT. CEMENT PLASTER "BULLNO5E" LEDGER RUN. SLOPE LEDGE ''/2" FOR DRAINAGE. TYPICAL NOM. I"' CM.U. WITH HORIZONTAL REINFORCING • 16" O.C. EXT. CEMENT PLASTER BASE RUN OVER GALV. METAL LATH OVER BACKING. REFER TO WALKWAY PLANS FOR EXTENSION OF TYPICAL WALK AREAS AND/OR LANDSCAPE AREAS. R n .ti - o aW an s, a !IVI� �I iV 11ii�� 0 o z' 'li°lil,;lll Y I C �L r W WO 'w V♦) F O J LL W O co o 0 Z J 0 UF- ■ Q M�M LL VJ W ■ Z 0 U J H A • ii f O 0 a DRAWN K.PK DATE 8 MARCH 1595 SCALE 3/4" . I'-0" JDE RD. W3 " WALL SECTIONS: TYPICAL GOLF CAR STORAGE 3/4" A 5.2.5 ; ley 13'-2" AFF. C9 V_ TOP OF-5EAM IN NI IN, N, ApmF. ROOF SPRING POINT HEAD HEIGHT 11-01, ANFR - - - - - - - - - - - "Nit ENGINEERED WOOD ROOFSE6. REFER TO STR=TURAL DRAWINGS. EXT, CEMENT PLASTER FINISH ON GAI METAL LATH ON 150 BLDG. PAPER TIN- ':; ,8i°a TAGGED TO 1/2' EXT-APA PLYM. SWTHG. (4) CONT. NOM. 2xI0 WOOD BEAM. CONT. 4"W. SOFFIT VENT. EXT. CEMENT PLASTER rittti�it. ON GALV "k METAL LATH ON NOM. 2x4 FURRING -7- - - - - - - - - - - - HEAD WEIGHT TYP- NOM. r"N" REFER TO =ET.A=32 F BRACKET ELEVATIONS 4 STRUCT4 Df FOR BRACKET CONNECTIONS, E, 7r �g 1 23 1 Ri hv'm_' op"MINIAM. CONT. SEALANT 4 BACKER ROD. CONT. NOM. 2x4 FIN. LLIC'00 CAP BACK CONT. FIN, WOOD CAP. FIW91LE TO MATCH TYPICAL "BULL-NO99" STUCCO BAND. 1/4 VINYL DIAGONAL LAT TIC�. N,-' JIM gI M iz' 1 IN ""1 NN 7, �r' CONT. NOM. 2x4 FIN. WOOD IZOI MULLION o MID -HEIGHT. BIN COI NOM_ 2xI2 FINISHED U wd UATH CHAMFERED TOP TO MATCH T P g Ot TUr STUCCO BUILDING BASE. 4"x 3"x 1/4"x 4"L. CLIP -ANGLE v M11 N BETWEEN STEEL COLUMNS. REFER TO STRUCTURAL DRALUINII FOR STEEL COLUMN SIZE 4 FOOTING. CONT. 12 "W. TRENCH DRAIN. OEFER TO. DETAIL, 9 SLOPE 11/," TO TRENCH DRAIN 4" CONCRETE SLAB ON GRADE SLOPED TO CONT, TRENCH DRAIN. REFER TO SWEET A 3.63 FOR SLAB SLOPES. T77T 7 N I '� 'I - � � W It: I I f—T, 1 1 1 -111 1 t i- _I f -1, f 'ir 'trjrTi❑ 'fM'rr'TI'_' Np c-4 t" 4, 1" "N"" (77" V1 A F, 'J,* 314' LANE SLOPE I" TO FLOOR COI PREFORMED META, CAP FL5H'G. BY ROOFING MANUFACTURER. CONT. STEEL CHANNEL WELDED TO STEEL ROOF JOISTS, REFER TO STRUCT_ DRIJJGS- SINGLE-PLY MEMBRANE ROOFING SYSTEM OVER LIGHTWEIGHT CONCRETE TOPPING (SLOPED MIN. '14 " PER FOOT) OVER METAL DECKING. REFER TO KEYED DETAIL ROOF DRAIN A FI BEYOND, REFER TO ROOF PLAN A 3.53 4 PLUMBING DRAWINGS. BUSS BENI NOM. P,T, 2x(v WD, BEARING PLATE BETWEEN STEEL ROOF JOISTS. REFER TO STRUCTURAL DRAWINGS. 4'-0"D. STEEL ROOF JOISTS. REFER TO STRUCTURAL DRAWINGS. CONLT CONCRETE BEAM. REFER TO STRUCTURAL PFI TYPICAL TUBULAR ALUMINUM OPEN GRILLE WITH INSECT SCREEN. REFER TO DETAILS SWEET A 63.1. TYPICAL C.ON.T EXT. CEMENT PLASTER "BUILLNON LEDGER ". SLOPE LEDGE 1/2 " FOR DRAINAGE. TYPICAL NON. 8" C.M.U, WITH HORIZONTAL. REINFORCING.® 16" O.C. EXT. CEMENT PLASTER EASE RUN OVEN' GALv, METAL LATH OVER BACKING e gtft"'.�',n e.k I -'IN 4y&j , i gg 'g a T gIII 0 to N, ;d Q) x o w D Itt- t2 Aj 0 z 0 ■ III kv • z 0 CIE. ir 0 (L DRAWK KFI DATE 8 MARCH 199b SCALE 3/4" . l -0" JOB NO. 932 seer A IN G, �N A!,S L, A -4 R A' %P, A 1 �` " tI, " "' 'Nj L F A 17 "X,' P IN, 3/41? 5.2.6 REVISIONS BY IO PARTIAL ELEVATION: GABLE END a ENTRY /DROP-OFF ROOF SPRING POINT 0,01 S'`Fi G� 4 S_A6 (2) SECTION. a ENTRY / DROP—OFF VT RIDGE BEAM 1. 44 WOOD BRACKET Uli SUPPORT TO RIDGE BEAM. =-D FIN. WOOD LOUvER9 • IST 65 LOCATION ONLY. 1, 2x6 VERTICAL ARCH SUPPORT. 'ER TO EXT. ELEVATION OF ENTRY 1. 2x8 FIN. WOOD DECORATIVE ARCH. 1=R TO EXT. ELEVATION OF ENTRY. 'I, 2x6 FIN. WOOD DECORATIVE ARCH. MR TO EXT. ELEVATION OF ENTRY. Ib'-1" AFF h. 3x8 WOOD ROOF TRUSS WITH NOM. VERTICAL WOOD SUPPORTS. 13'-4" AFF, TOP OF BEAM S'-6" AFF CONT. NOM. 4xiO WOOD RIDGE BEAM, - ER TO 5TRUCT. DRUGS. FOR ALL 7D POST L BEAM CONNECTIONS. iii'ICAL STANDING: SEAM METAL OFING OVER 300 ASPHALT FELT TEN WITH CLIPS e WOOD OF RAFTERS ONLY. i`ICAL NOM. Ix6 TLG WOOD DECKING. Iii AFF. 1. 3x8 WOOD ROOF TRUSS WITH NOM. VERTICAL WOOD SUPPORTS. '. NOM. 4x10 WOOD BEAM. REFER TO L.ICT. DRUGS. FOR CONNECTIONS, 13'-4" AFF. TOP OF BEAM '. NOM. 4x10 WOOD BEAM. REFER TO UCT. DRUGS. FOR CONNECTIONS, 9'-6' AFF. EL COLUMN. REFER TO STRUCT. DRUGS. "CAL EXT. CEMENT PLASTER COLUMN c BANDS. SLOPE TOP OF COLUMN S INDICATED. LICTURA.L TYPICAL NOM. 4x4 WOOD 4CKETS, REFER TO STRUCTURAL 411111 FOR CONNECTIONS AND SHEET 32 FOR BRACKET DIMENSIONS. 'ICAL EXT. CEMENT PLASTER FINISH POURED CONCRETE COLUMN IN ROUND _-FORMED DISPOSABLE FORM, 2MED EXT. CEMENT PLASTER COLUMN �E �.fR i0 STRUCTURAL DRAWINGS FOR COLUMN/FOOTING NOTES L DIMENSIONS. TYP. NOM 3x8 WOOD RAFTERS • 2'-3" O.C. ------------------REFER TO REFLECTED CEILING PLANS FOR RAFTER LOCATIONS 4 SPACING, u u /` VJ u E CONT. RIDGE BEAM NOM. 4x4 WOOD BRACKET WITH / 45• SUPPORT TO RIDGE BEAM. / j FIXED FIN. WOOD LOUVERS ® IST / TRUSS LOCATION ONLY. Ib'-I" AFF. NOM. 2x6 VERTICAL ARCH SUPPORT, REFER TO EXT. ELEVATION OF ENTRY. NOM. 2x8 FIN. WOOD DECORATIVE ARCH. REFER TO EXT. ELEVATION OF ENTRY. NOM. 2x6 FIN. WOOD DECORATIVE ARCH. I _ REFER TO EXT. ELEVATION OF ENTRY. �I 13'-4" AFF. a TOP -OF — — - - f - NOM. 3x8 WOOD ROOF TRUSS WITH NOM. 4 it - _ 3x4 VERTICAL WOOD SUPPORTS. I AFF. - - - - - -__-_ -_- ----_---=- ---_- rl -4 ix4" w- ENTRY COVERED DROP-OFF 03 SECTI{)N: a ENTRY /DROP-OFF n G." a • Ul o a U ° �a a tC a [a i i. N 0 �I e p lhiW 1, a) o a i x m W . F Kn e co a W a a O 8 r'- j�•i•� e s �1 s a C O Wir O ` O J LL W O� O 0 Z J O U U^ • Q MJM I.L. W �R V Z O U J h U °' Ir 0 IL DRAWN K.f DATE 8 MARCH nS35 SCALE JD• NO. S322 A 5.2.7 WALL SECTIONS: ENTRY / DROP-OFF 1/2" ', Al 1`._.5.�, .. xr♦ — r U�4\ tl uE' i • w- n � � r�. —I r F 5/8* EXT.; LIGHTWEIGHT CONC. 3+DLi FOR APPROV — WOOD FRAME M 'f STEEL PLATE CAP SEE STRUCTURAL Di �4 " `l . 1.1 CNE Y �ii3-.'lpM4 -i X✓ ►� ♦! �., 11 111 1111II++ 1M 1 xi ` �S.F,. �� i♦ "q 1 ems: ��. TS SEE _ UCTJ_ .... IIN ♦'�., , \ u o — i,— ANGLE WELDED ►� '''�'I�4 r4r3`�;�fl5k'yt- • RAISED 30 0 ASPHALT 5/8' EXT. GRADE PLYl SHEATHING r -- / r,r EE �, ■ AT 1' :2 x : . SEE STUCTURAL ESS PANEL -, �� i'� _ _.�1� 1111 _ .011►1 11 1 ► II i��►= ,,�''� III � � ■ � �� ``,� r�� - ►� -Alii • 1 rtN ry Nq� I. ..• ►L.0 N 11 �� N° ' :N .a — 1 • wrIXE► WD. f ✓f f�m' M _ 3x H rlrn°Y re+�' al F" i�d 1 _ �,"�'';'14rP sx Fi4 Ebro �i� ♦►�V �1►71 ��.�i.... —w w b " I A— ck x k,t^ uk* �1 • • ��-FAN and LIGHT I l� fi 1"Mlri. q#Ks.. 11 � • rml c 5 '1 m ` .k5. \ — �rP '�R r �' ,., r' ,iG�l '4k'�d a .1.'bRED DUTCH DOOR I HINGES AND HINGED ROLL LLN CO ►, 1 ER SHUTTER DUTCH/LOUVERED _ .ww 6 pis 14f'W' �I ►III III II II II�� `�� -- ,FF(. . � - .— �Itik�t,� r GIENGD `fix, u1M 'I�'rr sue, r►� 1- ►.ICOUNTER TOPdYA i. � r;2x2iii ' PLASTIC OEM Ti all a 1. I Q 5�ACCESS FAINEJ- Ol i s � , s J a r '" .. y• k o �' z ` irlu»� M f I 1 Fk xd71e Y- ;ti' i ✓ � s v- . r"Ny.� � e �� _ tt' �, r � �y 1 � J��1.�Pkr,, �,.,., � ■ � ��,wS ✓ y.¢ ^,"; ;:`a a i, �l<. ,_ .. ,_.� .�:,W «;..,,:.., '; I f e LF ��G'i �11 .dry�•F.hlk�ti ! p. '..,�; .... in,� 4 + ;'�, a.4 +, ,^✓�y''4r`.y ,,, = . ^ . ;; �'"•^ o-5i�4,5 . E'�, "##*,y.. 3a" r,.,:: r t`' ,.X". ,. ,. a. .. ,. .... . y� _.�, ., p ., 4>i ,r .. a a.N.. N . e M" `. t4-' r ✓ �0 e i?ar,.. � ..:. (4 . N n.., .; . i . e ,.. s .... , X A _ . ' fu 3 e,. 5 ✓ � . , f. 3 M �L'V'1 M , xv...k . e. . .. k .. r:. h h W h D / I W C cc Q s a� �I 0 C ■0 f/9 N/ D: 6 z u co 0 0 U p� 1— ■ z (0 ■ e✓ Q C� -1 a® NOMMONOWN DRAM JRC DATE 9 MARCH 1995 SCALE V R! 5 JOB N,J SMFFi REVISIONS Y II•,, �� 0. { pool win r , . ---- ... ■o�� - - ate©TRANSOM TRANSOM • r utw THRESHOLDHIANDICAP SEE DETAIL THC_ A4,12 zz �SfF��.'��?" u u - • r e ©��®®®®©® � 4 J • • •®®® �+'mpry 1.u�• 5{9rT FIr;•nY • I r • :®®® +� R G`I'Y] hn o ••r i r r k a� n.., Fri&,a� •Idrc ;v • ••r '. ®®®® r •®®Kim m, t :N /i • • r®®® • • r ®®�® III ©®®® • • ®®�® ...MET ... •}. ® • 11 ®®®® I I r ®®�® tp Pde�•k WJ3y,,p,: � rT J('i a k,�iSS-�'?A� ® I • r®®® II r ®®�® AWN �a'�n'al �!� o ••. ®�®®®®®®�® rr i i rrr 4j ul5f p'�S ® • 1 r ©®®® 1 • r ®®�® Y W. x • • r ®®®® r • ®®® • •. v - . - • - MINIM . ME, rl"7777, N I1yy�X5µ"t� f r� ®®O®®®®®®®® • - . r - • r • • - IBM mm /- ®®®®®® - , : ... .. a „ ® - • - ems® w I 42' AM I — I d — C: D aR E F G H J '}LUEFI RAISED PANELS eb) FLUSH W/1/A' CLEAR FLUSH BI-FOLD CUTSWIIY TRADIlIONAv PAIR OUTSWNG OVERHEAD Rl:)"A K BIFOLD DOORS OVERHEAD ROLLING TE'MPERFD, NARROD FRENCH DOUR TRADITIONAL DOOR GRILL vISION LIGHT FRETrJJ DO7RE, r' DD (2PR) Y FLUSH BI-FOLD NT5 DOOR T1f'PE ELEVATIONS +. !� LINE OF t7F'ICAL WOOD BASE BELOW. LINE OF TYPICAL WOOD 5A5E BELOW. TYPICAL WOOD CASNG. REFER TO INT. DESIGNER'S DRIWS. FOR PROFILE - DASHED LINES INDICATE LOCATION rye..{�K•. I I OF TYPICAL WOOD CASING. REFER ! % ` 3/4' KERFED FINISHED WOOD JAMB. TO INT. DESIGNER'S DRllGB, FOR PROFILE. = h REFEF2 TO FLOOR PLANS DOOR '; —�F-- — TYP. V GYPSUM WALLBOARD FINISH SCHEDULE FOR REQUIRED WIDTHS. it, I I ' I SCREW ATTACHED TO GALV. METAL 1 .. STUDS. REFER TO FINISH SCHEDULE ::.. If 4 PARTITION TYPE DETAILS FOR 14y FINISHED WOOD .. ............................... •• .:::::::::::...... APPLIEDt'FSMII� EED WOOD JAMB. ^, SPECIFIC GYPSUM WALLBOARD TYPE. II+ APPLIED STOP. o TYP. +►' GYPSUM WALLBOARD FINISH. i �..: . W DBL, 2x8 WOOD HEADER - _ FRAME WITTYPICAL H R' BACKBEND LLOW METAL P-AROUND CONT. P.T. 4x• WOOD SHIM. __ ____. :. TYPICAL NON. P.T. 2x4 WOOD BLOCKING FASTENED > E P.T. U4' WOOD BHRM. ID • TO GALV. METAL STUD . 12' CC. TERMINATE ! _ 0 2 SCREWSJHMIINB EACH ANCHOR �V E '•"• WOOD BLOCKING . DOOR HEAD FRAMING. -- — -- PROVIDE DBL. 20 GAUGE GF.LV. METAL Ii • WOOD SHIM. 44 x 9� • FM. WOOD TRIFI. ......... .... P.T. . ° > F STUDS .EACH JW'IB. TYP. 'k' GYFSUM WALLBOARD FINISH : IW x 112' FIN. WOOD TRIM. ! _ SCREW ATTACHED TO GALV. METAL NOM PT Ix4 WOOD BLOCKING. - 9TUD5. REFER TO FINISH SCHEDULE W x 146' FINISHED WOOD 4 PARTITION TYPE DETAILS FOR GALV. METAL FRAME REINYORCINIG APPLIED STOP. i SPECIFIC GYPSUM UWLLBOAM TYPE. TYP,'*yazF P. °y' GYPSUM WALLBOARD FINISH +. SCREW ATTACHED TO GALY. METAL =" —SPOT GROUT. -- — STUDS. PREFER TO FINISH SCHEDULE 4 PARTITICN TYPE DETAILS FOR 04 a SPECIFIC GYPSU WALLBOARD TYPE. O JAIM - TYP. INT. IND. JMM 5/S' GWB O/ S/S' GWB O/ 1. 2 IT. INTERIOR 1. 2 P.T. INTERIOR PURRING AT Ib' O.C. PURRING AT Ib' OL. TYPICAL HOLLOW METAL WRAP -AROUND ME ........... ......- W V7' BACKBEND - D ............................... ....... ----.................. CONCRETE FILLED TYPICAL MASONRY JAMB .� ANCHOR - EVERY 3rd CS • PROVIDE BOTTOM CLIP > - ANGLE W/ MIN. OF 2 ,•• HOLES FOR ANCHORAGE ANG TO .145 R \ CLAD WOOD DOOR - •,. • / PIN 5 A S' O SEE DOOR SCHEDULE ' SEALANT ANIi BACKER ROD: GALVANIZED HOLLOW METAL DOOR ExTER',CR SEALANT EXTERIOR STUCCO ;,, STUCCO CORNER MF: I` :'. CORNER BEAD . I � TYP. INT. HM FRAME INTERIOR TYPICAL HOLLOW METAL WRAP -AROUND FRAME W Vl' BACKBEND - it I — CONIGIffTE FILLED TYPICAL MASONRY JAMB — ANCHOR - EVERY 3rd CS • PROVIDE BOTTOM CLIP Q ANGLE UV MIN. OF 2 - HOLES FOR M1G-IORI+GE � GALVANIZED HOLLOW . • � .. • METAL DOOR f _ ..... . .. � dw=a=•x�rt SEALANT CORER BEAD EXTERIOR \� STUCCO 3' • I'-0' LINE OF TYPICAL WOOD BASE BELOW. TYPICAL WOOD CASING. REFER TO INT. DESIGNER'S DRUk'& FOR PROFILE. 3/4' KERFED FINISHED WOOD JAMB. REFER TO FLOOR PLANS 4 DOOR SCHEDULE FOR RECUIRED WIDTHS. CONT. P.T. 114' WOOD SHIM NOM. P.T. 2x4 WOOD BLOCKING FASTENED TO GALV. METAL STUD . 12' OZ. TER'MINAT WOOD BLOCKING . DOOR HEAD FRAMING. TYP. %' GYFSUM WALLBOARD FINISH SCREW ATTACHED TO GALv, METAL STUDS. REFER TO FINISH SCHEDULE 4 PARTITION TYPE DETAILS FOR SPECIFIC GYPSUM WALLBOARD TYPE. � h W q 0 q F Wes, yq �rr qR A �i Q C p 4 R ®r a r 1 4 L> It I cc y 1 X r try 014 kwN -_ -ARCH 1995 SCALE ;. FLASH AND COUNTER FLA RAISED SEAM ALUM. ROOF 1 1/2' L 3 1/2' FRAME WALL W/ STUCCO FINISH O DE -TAIL - BREEZEAY CLERESTORY ERESTORY CONCRETE BEAM \5.x5'x3/8' CAP PLATE - SHIM FOR SNUG FIT - -- 5' x 3' 1/4' TS. COLUMN 3' x 5' x 1/4' T.S COLUMN 3/8' BASE PLATE W/ (1) 3/4' EXP. ANCHOR EA. SIDE ( 3' EMBEDMENT ) PROVIDE 3' RECE55 INTO CONIC. SLAB CAP PLATE - SIMILAR 0 if FURRED WALL REFER TO 1/4' BLDG. SECTION, SH. A-5.12 5/8' GWB O/ — 3 1/2' - 26 GA., LIGHT GAUGE METAL FRAMING i l "Ok `.,d ��&�a*na it , i � i�A � '•n2. - xi�T. � •n y , '. 1 1/4' SQ. A TUBULAR F WELDED - GRIND SMO ..y � � .if' �'" I �;•, �3/4' SQ. ALUM. r „ VERTICALS �,..„ CA) AT 6' O.G. 3/4' SQ ALUM CLERESTORY BREEZEWAY I�p I 5Q. ALUM. SCREEN p I �• _1 i j I 4 I n 1 1/4' SQ. ALUM. . SLOPE 2'-S IRO. E--- I ! TUBULAR l CHOR at JAMME BS SIY A B SILAND HEAD ONLY I L BREEZEWAY [C]CART C STORAGE BB„ = 3/4' Q. ALUM. Y STUC 9 SQ. ALUM. �. T FRAMEUBULAR WELDED . . . ... u P n°hJ 55.. ,.Y°'kv ry C GRIND SMOOTH . .. ........ ... . 5'-4' M.O. ................. .:.....:•: CAHtTO> fALi�• • • 3/4' �C CART STORAGE AA CLERESTORY ....................... .... M'� ......._..' DETAIL . .... ...'Y. ....... l 13 ORNAMENTAL GRILL - CART STORAGE BLDG. and TOWER 7 I "' ANGLE ::...... 4 l i C8 x 11.5 L4'x4'x1/4'x 6' j CLIP ANGLE WELD£}? TO `BENT W/ (2Y TAIL 58- WLTS kz`EHANN Ipp ift' "WELDED 5ENT LIGHT GAUGE METAL ANGLE HIGH © PARTITION R •' CASHIER 61 DETAIL A »z% • PAVER F� — ► . a GROUT 5/8' BOLT W/ WASHER at 16' O.C. 3 1/2' - I6 GA. LIGHT GAUGE METAL FRAMING at I6' O.C. SUSPENDED FROM STEEL CHANNEL 5/8' GWB (.TYP. ) 1/2' PLYWD. SHEATH'G I - f..a,, r .. n.' . s.• .. `.,x „ . y E�.x . ,::..:. i4e n, r4ft,'_ e,->' w ,. S�:y... ", ax ;*i , DETAILS: �y a ,. ' °',�^a.. �.�"+�,k .., .., , 4,. y ,:., c ^1 r • Fi.'�+� ,"�� g . ,i�.� + �y,�., f +�y� w. �"FP; k'� ::."i.>�a�. "'.:. .�,usv � 11s:nP'�,w,ti�`'.e au�. �'p �.x -aa,.r .�i...��.. �,,+.�sti,. , �o-� . r��A6x„sFGik✓'��'�^�:°A.j .. h�a"ra x�3. i_...,�...'.s• RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT ALUM. ROOF 30 • ASPHALT SATURATED FELT T t G WOOD SHEATHING OR 5/8' PLYWDSHEA W/ EXT. GLUE DRIP / FLASHING x 3 P.T. NAILER STuG,., _ til�i SUBMIT SHOP RAISED SEAM ` ALUM. ROOF 'Z' CLOSURE 30 • ASPHALT --( SATURATED FELT _ I SUBMIT SHOP DRAWINGS FOR REVIEW GABLE ENE - METAL_ ROOF RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT 5/8' PLYW'D SI-IEAT'G W/ EXT. GLUE FLASH AND COUNTER FLAS AT RAKE WALL SUBMIT SHOP DRAWINGS FOR REVIEW RAKE WALL METAL ROOF ALUM. L :ERE^ ANTIQUE \S l 4 SIDE - FOR L E ANTIaUE I I ,ALUM. SLOVE SQ. UBE CONC. F' A T��ham I I REQ a, T I I I LIDETIAIL - L. DRAWINGS FOR REVIEW BOLLARD 3/- 1,,0, ' 5/8' PLYWD.SHEAT'G W/ EXT. GLUE O RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT 5/8' PLYWDSHEAT G\ W/ EXT. GLUE O SEALANT SUBMIT SHOP DRAWINGS - FOR REVIEW RIDGE - METAL ROOF VALLEY FLASHING CLIPS SUBMIT SHOP DRAWINGS - FOR REVIEW VALLEY FLASHING - METAL ROOF_ CLERESTORY WINDOW SEALANT SLOPE i FLASH AND COUNTER FLASH�- 2x4 BLKG. RAISED SEAM ALUM. ROOF 30 • ASPHALT 'Z' CLOSURE SATURATED FELT SUBM T SHOF DR4u IN 5 - FOR RE VIEW SEALANT 5/8' PLYWD.SHE T' W/ EXT. GLUE PITCH BREAK MET AL ROOF h UU q m g F- ~ Q 5� a m P i° S F- 4 I Q ti 4' 9 a (r/> Lua ru. �i o IJJ aj I a D LA L)LL ® t�3 w e k u 6 ' 4^ DNAWN jw- DATE 9 tlARG-I 1995 SCALE VARIES JOB ND. 4 \r 4 45-01 —4,Ld m u f- w �u O� u LJ -: n I L -j\) w WWW :z STE'SEE CLUBHOUSE ROOON-J PLAI 4, SHT. S3,4 —45-01V)Z.i.". 7L BENTS BELOW W.Ida 13�- + F N. Fjj (w 11 -em CAI I Iw >< X1 I I PJ61 X1 I fxt TYP. 'TE' AT EDGES m. OF WALKWAYS M L) \ // Q� u 41-1 Lj z z Z!, @2 J5-01 z m:4: 83 cgq�j: cuZ3 . . . . . . Y (u 01) L FR rp fin E T ET 7 U�=V. ` ---- ----------- ---- — — — — — — — — — — — — -- BB= = — — — — — — — — — — — @40 Wo r ` —ru I I I --m I I a WD' t,RAFTERS AT C/C LL I WD. 4 x 10 BEAM (TYP r, 4'-0 -0 (+2 + �4" 4' 0 4' L FOR SLOP a, 0 is TE-1 SSP SEE ARCHL,D G AREA. SLOPING RAISED CEI M INTERUPT L 18 r —x-- — F5-0 TRUSSBVff'. CHORDS AS NEEDED 101 18 W) tX12 E 52 14'1-0 4'- If C/C Wit) # TYP F16-0 F 91-01 xj 7'-1' �: .0 7x I C1 18 '5-0 5'-9 9,�,�T 91-01 5 COL. v FL1 1-8 3/4' PLATE 45'-11 14'- +53'-0'4. J x x In x 614 Ei -- �D IIIT 717 y cl II �, UPPER LEV L TS 6X6X5/16 0 b-14 F5-0 it F3� W )I E/ 4 j own11 -,�,7CZ _4 �1 2 C3 ;r -jq CENTERLINES LEVEL +291-41 SEE -7% F5-0 -NOTE: ROOF IS SYMMETRICAL ABOUT CE - /PSTEEL !TOWER I _J SYMBOLS' TOP/STL 4 I I SCHED BELOW L TE-I 4 5-01 GIR 'R TRUSSES AT 2 r — — CEW RLINE DF COLS. +41 10' 02 ;jl' 2A\ 4'18' nV 2' ?LEVFI-. +Pr, D )'-101 0 ITOP gp fi TS 6X6X5/1(,(TYP) -It w,,: @r > W 2" T:� TYP it C 2 8r-2 SLOPE 3/4' In C 2 LEVEL +42'-0' S23 —40 3 -O'VERIFY W/ B TOP/STL. 12 F ARCH. -mmmm 11cr-m-m-m—m- rfl— C3 (8) L F5-0 2 C B 34 "IJ -4 All -01 1 45 12 F- 1' 2 LEVEL +53'-0' AR -2 % 11-1 4rh 1) -41 TOP/COL. R7 L lot fill ON "NO � � E 0 E. 2 C2 SGI lilt 11 7171 LIArA' A fill if, C B i C R'-4- N +20fj- 10, 4 wIoms- 4 11N,5- TOWER STEEL SYMBOLS C 1 = TS 7 x 7 C2 = TS 6 x 6 x 1---, C3 = B1 = TS TS 3 x 7 x 3 x 7 x B2 = TS 6 x 6 16 COL. 11 B3 = TS 4 4 x 4. SEE SHT, # S311 FOR NOTES, MM, .11111111� I FOUNZ7)-,4 ,=77- F'L 4N,45 0 Q)an rc x < r-4 -ftw, 066, 0 uan Lu cc ko 7� w 0 71 Lu 6 12 z w (0) z 0 cr co) z to ca) 71 ��mm,N DRAWN K. P. K. OATS MARCH 8ZALE 1/8' = V-0, JOB NO. 8HrET N ill 1. 4'- F4 0 F3-D 0 l I I I I I 12 I r�� I L�J I I I F4-m I I OI I I iY s I 1 I 2 F4-0 _wI Oi i 4 I I I Oi I I I I I ► I i 1 11 1 1 I i a 13 \ \ I ( A \ \ 1 1 _ 15 L J F5-0 I UI I I — � I I I I I I I I I I I � I I 5525 t m 13 I p \ 1v\ 13 F-24 Fry M MATCH LIE leer-r' 4'-0" 16'-0.1 4'-0" 111 4'-0" W-0" /'� C Gs 0 _ —1 F4-0 _ F4-0 _ l F3_0 =Ff Frm� r h 9s --- L, i? 20 -� 10 103. I — J I G lie 61 i0 'Ai`P 9 �a A' �- SLOPE FLOOR TO FLOOR DRAIN5 SEE ARCH'L DRAWING5 ---- __ 4" @ F 2m Flu— / � Ot3 6 h S the xu •-TRENCH s A61 q�9 r � 4 � �� ■ O ■ Iy 1 ri IX "✓� �Pp `,L ar?k x EJ, ■ � vu��5,s`•-;`+'kl .�;u ,; .,ICI a � ,i r � # i. i�fr �Fx ■ L 1 a 2 I �4 M x n ��■ 'i■■■E�11�'��■ . III, q,. 0 i p - p „ r L • �� i r k� a4 x Hsu I� I i i A g u � lI I ' a p I v -- ------ Lt-- — --F_ —I ---t_ J iv L J— — — — — — — -----7_. — F3-fD 24 .IF3-O — F 0 F-24 F-24 = I I 0 J�g1-O" _1..41-2'1 L Il'-2" rt/ L L 12,_4" I. 9,_0„ I. I!i UND FLUO O • UND A TI rNi m-LAN r CAS STOP G 1 4" 10 5T-4" ADMIBill. T ( N' MA?L^X LINE' — B 9 Y O Q 4 I"I o �°n ri W •ter 5 C W x F �WQ Al N N W" W ry � W U as LU h h i A It� � m G y� ,q K e r P. a of e3 1'�4 Y P N� i . li �I II ILI _I IJI I 'i (, (Jf�l Ir1/>) vei I� is �L C v cc) uu tF 4_J � I DRAWN _ — KK DAZE MARCV4 1935 SCALE JOB ND. SHEET o1i 41 '. I i I =�:—fiiil /� \\ I TB�I PS_I li i IAU \\\ I 91'-Fi" 0" 4'-0" I� I 13: I I I — — 11 - LLLL - II _ 13 I x / .. 1 — �1i� 10 111 I Y . 4 t— Im gn - ) 6, 63,_m 8l I a'-'" _' II 12._2 4. T II -- T71 C N A / _ . I A44 LW. 10 AT_4'- " C/C II Cl (NfT Vr >`T 2a � I -I II m - lit cr cb: x _ �I I' 83,_® 4 .. .- .. .. -. .- .. .. .. .. .. .- .. .. .- .. V IOKI \ 15 48"CMG tj III r x , m 214'-4" B-1 m Tg_2 IIe B-ir TB 2 1B I Te N lll�lll = III 44'-9« --- --- -- 32'-4" b'-10" L WB x 18 THRUOUT SEE DET.) /jiff i O II _ INI II /i NOTE: _ PROvIDE JOIST BEARWG PIL a 3/8"x b"x q IN TB W/2-3/4"1x b" �✓ 0 TYP. WD. 3x8 WELDED STUDS (TYP) ;p AT 2'-3" C/G II T �I TB2 1 \ \ Ce#II5 �•/) Tg 15 - WD. 3x8 IS 2'_3" G/G ' � - � vX v1 Ar� SEE SECT.M, 5525 IT kk�o TYP. WD. 4x10 _ �.. —I t TI /? kr1 riBEAM THRUOUT----,'''� I i' 1. .. - WOOD TRUSSES AT 2'-0" G/G; 1 (j ~ I I I I Y+♦ 1 Ip+ b II I I t wla x 35R-4ME---- — — — m 1L 351FRAME— TB I II TB2 II m U 0 I m U m Y l7 ® I 4-1 - - La x 351FRAMEIT - - = 1 I Ii — �•., I axp 12 t 12 U rt \� 2r -10" b 10" W-5" 8. U 301.4I — — w18 X 35 X + \9 x1 �17 +�? _ • is = _ G � 0 O I • • 1 I • I' i O • it J I J �A iP �i1 A L�✓•\I�•�I�iY�YW��113wD!••�I�t{sumf��ie. 11H MINE 4" I _ 0« 4" 9 _0« 9'_m" 9'_0" 5'-4« II II SEE 5HT.0 531.2 FOR WALKWAY II it �eocF �,e�I�iN� PL ,4N ROO UO F FRA f G EEL' MO CART STOO RA / ADD MINISTRATION / FU �>E /I ►/-1 - -C 4 \ TYPICAL AT Still WI2 / W14 BM'S C=IM1713IIIIIIIII ,WA7cAr LONE - B — SCALE 1/4"= 1'-0" LOCKER ROO •OMS O r M P 40 � yg W 1V °° _op G G W11, �y W U �€ Lu h e g D o (l:-- LRJI o h 8 \ s i W a o >1 C r"1 4 V,/ a O C a . fl tl () vv v U a o O U. uu O `uu1 �J o p p 0 Do 5) p Iuti 3 J ~ W DRAWN KK DATE 9 MARCH P5% SCALE Joe No. SHEET s AA \J p U o PJ x WD. 3x6 RAFTERS � 6 � � � a ' • b ^ s �� 4, 'r � w " a„ " ' / + a '� h I f� �� II �'� ��'Si �°{ :Cxu�+ ". ��a,� �" ��xn ".d.��'�•r "az AT 2'-3" C/C 4 '' (SEE PLAN) .. � x� � � , _ �� :;:' � .. .. .. '` - ¢ a •._: .. .. ,_.. " rw� 3 10,101, �' � i +�j� r� 1�� x� •o • .u, � ,� �i .w �F�'' 3� � f �"'ty'- '��s�..N."'.,.'�as";'' x.(aro OL 26 _9 3/411 FULL PENETRATION (VERIFY) 'oo�/ WELD THRUOUT } 3 " PL WELDED TO CL OF BEAM ° - .... A r^a m 'ku IP k d atr 1 2x6 r 1 M k ,y f, RAFTER P a b i�K as, IA IF 1/4" PL ONE SIDE OF RAFTER W/(2) 5/5" THRU-BOLTS AND WASHERS L 4x4x'4 x 6" CLIP ANGLE WELDED TO BENT W/(2) 5/6'I BOLTS TO CHANNEL fb . k x Wla x 40 BEND h v t 1 "3 ^' t� �, +' da a d } 2'x's k • ^'+ r y rl t tl '^ �.'rYx w ..�' fre "x1 •w' % syw5,�° t !a I/2'i WELDED PL'S �rFI d" ♦g -6 a A, x px+ r "^!S r ' '^�#y r;,'A� '+P " K k WD. 4x10 BEAM` CONT. j' 00 WD. 4x4 BRACKETS (2) AT COLUMNS (SEE PLAN) r' a. v 1 t d .. r .ra+Pt"? s ,"' E r'S T^ .. R" q.. ..��: k G, Y ;S, T.„-hk ;Y;,v, ".fs. "P" ! +rt �P• �"�!, sJ.. ';�.. .�.��?��u,� � r� 6"x 6" THICKENED EDGE W/ 1 • 5 CONTINUOUS SLOPE I" s 4 rzL t::e g rew's°'z` WAL SEC IQN Z3/4 x 11/2"x I0u 2) 3/4"x 6" STUDS SECTION 11 0a 40�,'y,'y'N, +�M �rIfU4 A'�ii pYq f x � ON el v N Yy� F y,. h� yr (2) 3/4"x 16" ANCHOR BOLTS w V ° ° � v o ' a 4?s's'a� ^.. , .�•.Y.;a .�Y. t4+5.,,,� '`°�„g'a all '° ' d 40 BENT i Akgg; 23 Wgp (2) 3/4"x 16" ANC 4OR BOLTS ^ 446 _ Oy z 9L n�R Z* "IM-M'<n. .1' IJ ,".,¢�" .skim :. .°S," . °✓G` Lbx4x5/I6, 81ji " L OWB ------ (L 4 x 4 BRACKET (2)'� (2) 5/6",P EXPANSION BOLTS IN ANGLE 0 SCALE I" = '-©.' t n 4 x 4 BRACKET VERTICAL- 1/2" EX AN I P SON BOLTS IN VERTICALS SECTION I SCALE I" = I -p i or 0� JJ \ WQ 400 i 00FI ^ Ii1nI mJI `V W 4 r` 0 �� 1W/ � } � a u o or 0 SI m o • •fit NCI Wwn w jZ J � nI nn s b b h 0 by Lu b q b� � e e T( a h y� ry ys l ^� k s 1 cl c w 1 , • A : r 1 r PL ('x "x 11', EACH SIDE WITH (4) 3/4THRU-BOLTS ffiLazo-w, WD. 4 x 10 RIDGE BEAM ------------- r "El t D Q E BEAM GCO N N E C, T 0 N �F --U SEE DET. # 5 n 12COVER St Ag A fi 8'x 8' THK. EDGE W/1 # 5 CONT. (TYR) T. 0, SLAB SEE SLAB NOTE # 1, SHT. # S311 SLOPE 1/4 F T, SLOPE '44LF T OL+/- 0-0r> . I Wlclxq_lQ '-rFIN. FLR. 4 4% Ed I El I El I I=i I El I I EEI I 1= El I I— I 1=1 I Ml 1=1 I 1pr I 1=1 I 1=1 I 1 1. 1 AA III —III Al 177 .jjIj!!:. L111 .__ NO �E�l �Nl�m "I' 0� A N 0 IF -DI Y ED E T A I L Ira"41 7771,77777"79-m 77 RAFTER TO L 4 x 4 x 1/4, 6' i - WD. 4 x 10 RIDGE BEAM 1 112' = P- 0, gvk mawww-C, f _""mw"m owl wl I p COLUMN 22 a. 4 x 4 BRACKET (2) (2) PL.S �jx 6'x 8' W/ (2) PL'� II"x 6'x 8- W w (2) 54 ARU-BOLTS & (2) 5/;THRU-BOLTS , SPACER PL, PROVIDE MINIMUM RECESS TO BE T z SPACER PL. HEADS IN WOOD (4 ru (LRACKET CONNECTKO)IN 4 x 4 BRACKET (P 16\1 0 I ;D 14[' -11' I ID PL 114,< 6 'x 16' (WELDEE TO COLUMN) WITH (3) >'- THRU-BOLT& RECESS HEA AND WASHERS IN WOOD, SEE 'B' FOR SPACER PL COLUMN (912 P, ti 9 ACCAE T CONN Ec-_:"'CT�00 N WIIIIIIIIIIIIIIII omm SEC TION 'C ? ARCH'L FINISH COLUMN 12 (L ti >_ 4 x 4 BRACKET (2) 6 111- (2) PL'S r�'I,-x 16' W/ (3) THRU-BOLTS u w I 4 COLUMN x 2 ) 1 3) z SPACER PL. p I p� CUT T (uj ARCH'L FINISH O O O Lu 0 -i IL z w O �n jL DRAWN DATE 9 MARCH 1995 SCALE AS NOTED Joe No. 1 5 u- R { ''M7 a F # ..`:i h' ' ..., „z .;°: .t 'i r :,, - e:la, . ,-"v •, :,:.. i. ' .:.r e < a -z,.e. 4 w, # s-g; r �.'a `4` r. ... :�. Y..:Air.•v yy h'W g ,I a, a !iy'k! 'V� ..., „� ,�{ , ^u.. .. .v . ,..4 , ...:nrd ., ,.. i , u•:: r:9 i 1 '. a..Y(«} E q.:. n,3_::_ ..h s � `�^y��^;^',pC' g : ,r •_ a .... tl, . , .. .r 4 yl M tE • .: kA M N : .. .. .,,... .. ,... $ fix_ .. �. .. » 1 eGC , ' F ., a..<. _..k v_.v _i:i -n xav .. ....._.e ..d_ ,t». ww•,,. :. &'�...' ,w r. n ..a ., _. ,, r .a �.,. SEE ARCH'L DRAWINGS / FOR DECKIN DETAILS' it af, ' a w L 5 3 1 �� s yg a .# .p y,+^.d ±t,'- '��(� �K7"'�i s• �k nil' S �.,d'4'� -0 a`k ��Yr. a / j WOOD JACKS AT 2'-0' C/C OR SPACING OF 3x8 RAFTERS / / b / j < d u !I INSERT PL 112,7�iO K W/ 3x8 RAFTERS AT 2'-3' C/C / / ° '7--� WELDED STUDS SEE PLAN / / / / TYR. MR'LH JOISTS / B-1 / COLUMN O7 ---LH STE L JOIST AT 4'-0' C BEYOND . . '�,.: ,'``' WD. 4xl0 CONT, BEAM / y a — ° s' + era 9' —6' • � Ytp , ° o-'p iE ' ' d,�� k d'` w „ r r p >r a uY i r n, a i ( MIS < gym..,�Tl • g,�pq d ° ° SEE PLAN FOR FTG. • ,: vu-.; . � Ise ,9„,: -, -.- , -+Y "a',,a�,�?'py DOUBLE TRUSS GIRDER C6x8.2 CONT. CHANNEL WELDED TO TOP OF STEEL JOISTS WITH L 3 x 3 x 1/4 x 4' LG. WELDEII TO CHANNEL EACH SIDE OF TRUSS W/�/v-BOLT THRU TRUSS LIGHTWEIGHT CONC. ON METAL — — DECK. SEE SPECIFICATIONS • •l §. 4W h y� � a#-+.'Sl. is { I�r { r , t. Y.. . .. ,, §`?, :y"✓l.' „rtErt d YR f,l Y .,r .., 1 \ ,h / M i r e a. ut is 1 ' E. � � 1 r «.. ay r .., r- c ' r• i Y y1 ^ ! x i / }p nv `r .a � x r� Yf ,..'w•I�, te'�., d , k �. <k„ SEE ARCH'L DRAWIN(j.. w 7 FOR DECKING DETAILMR 1 4x S r x r �- '"-`�^ '-'•- '" WOOD TRUSSES AT 2'-0' C OR SPACING OF 3x8 RAFTERS P. T. 2x6 W/12 Z-)e ANCH. BOLTS AT '2=0 C/C BETWEEN LONG SPAN STEEL JOISTS- ti� 1�.�4 w�X3� GA' S1DC / +131-2' 2x4 STRINGER F❑ / 3x8 SUPPORT WITH < 3x8 RAFTERS AT 2'-3' C/C / / HURRICANE STRAP SEE PLAN & ARCH'L DWG'Sco P. T. 2x8 W/ Iz- BOLTS TO BEAM @ J,\\ i STAGGERED & HURR: STRAPS TO EAC+ WD. 4x10 CONT. BEA r +1 0' -4\' T. ❑. BM. 4E' u8x18 U Hca1J +9' —6' 110 - a _ :7 'Sw x 4''x 8' W/ SEE SHT. # 55.2.1 F R DETAILS (2) PLu4 (u OF BRACKET & BEAM ONN.S 1 3/ (2) 5/6 THRU-BOLTS & °' SPACER PL, SIM, TO SHT. #S524 DETAILS r 1 3. 5 •A I fU T$-4 %SEC.MON:IC7 TYF'ICL IXE[% # L. .1h° "i 7 x Atb n 4 t7 W L �� w r2! Gt%)t w D �,yt G a N � C6x8.2 CONT. CHANNEL WELDED TO TOP OF STEEL JOISTS WITH L 3 x 3 x 1/4 x 4' LG. WELDED TO CHANNEL EACH SIDE OF TRUSS W/1-5,,BOLT THRU TRUSS --------------- r n - INSERT,,fL'/2 x !o x Q { W/ 2--4/,(�� WELDED STUDS TYR, FAR LH JOISTS LH STEEL JOIST AT 4'-0' C/C d ° PLAN FOR FTG. 11 or 0Q)W" J: qn rc on o r M h Q 4 `V 1 r i � > J • y Q {$ u a$ 2 0 R ik8 1 J y h o N 4m u ni as o Lut'n,I � ��n[! fPV1f C✓oLL uu �.3 on 0 0 `•,�lS 41rd D 1 r as Sao® DRAWN.- i DATE 3/4' 1-0' JOi3 NO. y3 s cr-:` © SE � HURRICANE STRAPS ®EACI-1 TRUSS / / < P.T. 2x6 W/11/2"m VBOLTS /�/✓gym AT 4'-0" C/C i e < e 5# np a a� a ff FIRST JOIST 5PAGW6 nc `°'Li'+:. '-"3�ACn* ,3i+, ,.-.-.:. ,ya n� ^`n"r,: . �i'fi'e�vs6. i .H•4:.i I4 g Ia%iYle*K."`�`i t,..•°,I�f•,Kc�S' `%3'.uy . �:.�".. o �- 3�'s �hE ;i �r � ��,'L,my -�. 5ECTION ®VEfR fROLL ®UF7 DOG CART STORAGE a,�2Ps� 3/4`, _ I'- c,,,1, +S iFil'i, n t+ — s—A =7 tl /J4➢9 0 <P •� SR 4 1VmJ,' W (W Oy I Iyj ` P+ K a0 O� rl 2 0 < NWW FF1I N � W U �I NA 4 " • M o LU DRAWN KPK c"" DAYS 9 MAROH - SCALE .. 3/4' . P-0' R GENERAL 1. Construction shall comply with Standard Building Code, 1994. 2. No shop drawings shall be submitted for Architect/Engineer review until after they have been reviewed and noted for construction method, dimensioning and other trade requirements by the contractor and stamped with the contractor's approval seal. Engineer assumes no responsibility for dimensions, quantities, errors or omissions as a result of checking and reviewing any shop drawings. The contractor shall be responsible to provide any miscellaneous framing and supports not shown on the structural plans but shown on the architectural plans. COMPACTION Soil shall be compacted or modified as per geotechnical engineers recommendations. This compaction shall be effective 24 inches under the stripped subgrode or footing bottom, whichever is lower. Density Tests are to be made 24 inches below the compacted surface. Results of Proctor Test(s) and Field Density Test(s) shall be furnished to the 1 SOIL BEARING PRESSURES 4 1. The safe soil bearing pressure is 2- 00 psf. for building foundations and slab on grades as per geo engineers recommendations. CONCRETE 1. Unless otherwise called for in specifications or drawings, all work hall conform t all requirements and concrete o s co 0 0 q recommendations of ACI 301-89" "Specification for Structural Concrete Buildings." strength as stated below, at 28 days, with a plastic and workable mix. 2. A certificate of manufacturer's mix and strength is to be provided. No water to be added after truck leaves plant without approval of Engineer of Plant engineer. Plant control If is required. Maximum mix time at point of deposit is 90 minutes. 3. Concrete shall obtain the following strengths at 28 days: fc = 4000 psi (beams, structural slabs, columns, and walls) fc = 3000 psi (foundations, slabs on grode) 4. Bars to be ASTM A615-86, GRADE 60 (U.O.N.), free from oil, loose scale and loose rust and bent, lapped, placed, supported and fastened according to the "ACI Detailing Manual" (SP- 66,88) and the "Building Code Requirements for Reinforced Concrete" (ACI 318-89). 5. Shop drawings shall be submitted for review. 6- Welded wire mesh shall conform to ASTM A185-85. 7. Calcium chloride shall not be used in any form. 8. Minimum concrete protection for reinforcing bars: Foundations 3" Beams 1 1/2" to stirrups Columns 1 1/2' to ties Slabs to exposed to weather 3/4" Slabs exposed to weather 1 1/2" 9. Slabs on fill shall be 4" thick U.N.O., reinforced with 6"x 6" 1.4 X 1.4 W.W.F.. Fill under slabs shall be sand and/or rock. 10. Walls and columns penetrating slabs on fill shall be isolated by premolded, 1/2" thick, ,joint filler, U.N.O. concrete shall be poured .- with construction joints at 25' -0" O.C. maximum.a.mo 11. Unless otherwise permifted or specified, the concrete shall be proportioned and produced to have a slump of 3" minimum, and 5" maximum. Concrete during and immediately after depositing shall be thoroughly vibrated. 12- Where openings through concrete slabs are required, openings `'' shall be made by blocking out prior to placing of the; concrete. Location of all openings shall be coordinated with ,arc plumbing, electrical and mechanical plans , Tm � STRUCTURAL STEEL"I 1. Shall conform to the following ASTM designations U.O.N. �� M Shapes, Plates and Anchor Bolts (A36-84A) , .� may` Pipes (A501-84) n1Tkl� w Tubes (A500-84, Grade B) 1 "I Machine Bolts (A325-86A)tJ Welds (AWS A5.1, E-70XX Electrode) 2. Steel to receive shop coats and field touch-up of paint in accordance with"SSPC Specifications." All welding, shop �.., fabrication and shop painting shall conform to the "AISC »ry'' ;fA Specifications." (9th Edition), for the design, fabrication+,'` and erection of structural steel for buildings. 3. Shop drawings shall be submitted for review. ,t 4. All welding electrodes shall be E70XX. :•a11" " $y � Will, rys... 5. All welding shall be done by state certified welders and shall conform to the AWS "Code for Arc and Gas Welding to Building Construction", latest edition. V TIMBER: 7�1& _. kVw 1. Joists: Hem.Fir/Sou.Pine No. T sa d 2. Beams/Posts: Doug. Fir/Sou. Pine No.. +',"t�, 0` 3. Studs/Plates: Hem. Fir/Sou.Pine Std. Grade ` `* �» =1 j 5tI'� .� ru,�".4� 'f 4. Roof Trusses: Designed by Manufacturer with metal connection M plates Per Truss Plate Institute. Loading: TC live load - 20 psf ca 'N TC dead load - 10"ti1a - BC dead load - 8 psf s 5. Plywood: APA exp. 1 Roof - 15/32 - 32/16 panel rating / f Floor - 3/4 - 48/24 panel rating ry I" W1Np 2- Ft- T s 4'r E STEEL JOISTS 1. Shall be sized and spaced as shown on these drawings, U.O.N. 2. Joists shall be fabricated, connected and bridged in accordance with the "Steel Joist Institute Specifications.' s 3. Bridging that must be cut and removed for mechanical openings and equipment sholl be replaced and relocated as close as possible to the original positions Shop drawin s shall be submitted for review. .,. .,a,.. ,t+�1 'i,",a�.,%�s- METAL DECK 1. See plans for deck sizes and locations. 2, Minimum bearing shall be 1 1/2 inches U.O.N. 3. All deck units shall be anchored to supporting members, ''` z including bearing walls, with 5/8 inch diameter puddle welds or equivalent at the following locations: Near the corner of each sheet or at over) pping corners of sheet. At end of sheets, spacing shall not exce 8 inches on centers. At intermediate supports, spacing shall no exceed 12 inches on centers. 4. Welding washers sholl be used. Washers shall b a minimum thickness of 0.0568 inches (16 gouge), 1 in. x 1 in. arched rectangle with a nominal 3/8 inch diameter hole in the center. 4t ` The final size weld should be larger than the original hole k s x 5. All deck units with overlapping edges to the , t direction of span) shall be anchored with a #10 self -tapping �I screw at a maximum spacing of 12 inches on centers. 6. Roof decks shall be erected and attached in accordance with *�, )' "Roof Deck Specifications" by the Steel Deck Institute. In no way shall attachments be less than that requirld by the local governing code. 7. All deck edges that are parallel to a joist and dbut to a masonry or concrete wall shall be supported on a continuous angle. MASONRY 1. MA TER/AL AND WORKMANSHIP SHALL BE /N ACCORDANCE WTH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (A.OI. 530- 927/ASCE, 5-921TUS 402-92) 2 THE MIN/MUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLIES AT 28 DAYS SHALL BE 2000 P.S.I. ON THE NET SEC770N. (MORTAR BED AREA - F`M - 1350 PSI). J. ALL OPENINGS IN CMU WALLS SHALL BE REINFORCED WTH AT LEAST 1 15 BAR ON EACH SIDE, TOP AND BOTTOM. EACH BAR SHALL EXTEND 24' PAST THE EDGE OF THE OPENING THESE BARS SHALL BE BENT AND EXTENDED TO OBTAIN THIS ANCHORAGE WHERE STRAIGHT EXTENSIONS ARE NOT POSSIBLE. 4. ALL CELLS ADJACENT TO DOORS, MNOOWS OPENINGS, CORNERS, AND AT END OF WALLS SHALL BE REINFORCED WITH 1 1 5 /N GROUTED CELL. 5. GROUT SHALL BE TESTED ACCORDING TO ASTM C1019, BY AN APPROVED TE577NG LAB, IMTH ONE TEST FOR EVERY 5000 S.F. OF MASONRY WALL GROU IEO. NOT LESS THAN I TEST FOR EACH DAY THAT GROUT IS PLACED. 6. PROWDE STANDARD 19 GAUGE DUR-O-WALL REINFORCING AT EVERY OTHER COURSE. LAP AROUND CORNERS AND WALL INTERSECTIONS WITH PREFABRICATED "L' AND "T' CORNER SEC77ONS. 7. NON -LOAD BEARING MAsoNRY MUST BE ERECTED AFTER THE STRUCTURE ABOVE HAS BEEN ERECTED AND AN77CIPATEO DEFLECON HAS OCCURRED. 8. ALL FILLED CELLS SHALL BE FILLED WITH GROUT CONFORMM/G TO ASIM 0476 (COURSE). GROUT SLUMP MUST BE BETWEEN 8 & 1 f� MCHES 9. PRONDE "CLEAN OUTS' O 4 FT. VERTICAL INTERVALS AT ALL WR77CAL REINFORCING THE MINIMUM 'CLEANDUT" DIMENSION SHALL BE 3'. 10. GROUT MUST BE POURED WITHIN 90 MINUTES OF BA7CF//NG, 60 M/NU TES WHEN TEMPERA 7URE IS GREA 7ER THAN 100 DEGREES F. GROUT LIFTS SHALL NOT EXCEED 4 FT IN HEIGHT NO MORE THAN 3 LIFTS SHALL BE POURED W ONE DAY. CAST -IN -PLACE L ` SPAN DEP Th 6' WALL .. _12' WALL UP TO 4'-0' 8' 1 # 4 TOP & BO 1 # 4 TOP & BOT I # 4 TOP & BL7 4'-I' TO 5'-0' 8' I # 4 TOP & BO I It 5 TOP & BOT I # 5 TOP & BL7 5'-1' TO 6'-0' 8' 1 # 5 TOP & BO I # 5 TOP & BOT. 2 # 5 TOP & BL7 6'-1' TO 8'-0' 8' 2 # 5 TOP & B7 .2 # 6 TOP & BOT. 2 # 6 TOP & BO 8'-1' TO 10'-0 16' 2 # 5 TOP & B17 .2 # 5 TOP & BOT. 2 # 6 TOP & BO NOTE PROVIDE 8' MINIMUM BEARING EACH END ' 314a 1 8' NI PRE -CAST CONC. LINTELS MAY BE USED ONLY AFTER MANUFACTURERS DESIGN CRITERIA HAS BEEN APPROVED PRE -CAST OR MASONRY LINTEL SCHEDULE SPAN DEPTH 6' WALL 8' WALL 12' WALL UP TO 4'-0' 8' 1 # 4 BOT 1 # 4 BUT 2 # 4 TOP & BL7 4'-1' TO 5'-0 B' 1 # 5 TOP & BO I # 5 TOP & BOT, 2 # 5 TOP & BL7 5'-1' TO 8'-0 16' 1 # 6 TOP & Big? 2 # 5 TOP & BUT, 2 # 6 TOP & BO 8'-1' TO 10'-1' 16' i #7TOP&BO 4 2 # 6 TOP&BOT. 1 2#7TOP&BO NOTE PROVIDE 8' MINIMUM BEARING EACH ENLt SCHED TOP BARS CONT T .. •• 8. - 314' CL• BREAK AWAY PART 16 OF WEB TO ALLOW CONT. TOP BAR PLACEMENT FILL W/GROUT UT FILL CAVITY M/GROUT SCHED, BOT BARS CONT 8' NI S-1 S-2 1/4 1/4 1 4 1/4 S-1 STOP BAR S-1 S-2 TOP BAR S-2 LBOTT BAR I-1 2" L BOTT BAR 12 - HOOPS OR TYP TYP STIRRUPS SPACED 6" MIN-(TYP.) FROM FACE OF SUPPORT AS PER SCHEDULE (TYP.) 'BOTTOM','TOP' AND 'E' BARS G'z�.i"Ia �'"6ENDING DIAGRAMS BEAM 'B L A M ' BEAM SIZE ELEV'N REINFORCING MARK (W X D) TOP/BEAM BOTTOM BARS TLI� BARS i TIES AT HAL SPACII B-1 8' X 44' +13'-2' X2 # 7 2# 7 NG ," * 4 0w 3 4 a B- 2 N 0 U S E D B-3 8 x 16 +13'-2' 2# 7 2# 6 B-4 8 x 54 }� +16'-0' 2# 6 2# 6 i, B-5 N❑ U S E D x� pp ' B-6 12 x 12 +13' -2' 2# 6 2# 6 DOWELS SHALL BE B-7 B x 16 +13'-2' 2# 6 2# 6 THE SAME SIZE AND �- QUANTITY AS CLUMN B-8 12 x 20 +13'-2' 2 # 6 2 # 6 REINFORCING moil TIES AT HALF SPACING io AT FOUNDATION COLUMN REINFORCING PLACEMENT CANTILEVER S-3 S-3 TOP BAR 1 BOTT. BAR LONGITUDINAL BEAM REINF'G (SEE'REO'D LONGITUDINAL ADDED BEAM REINFORCING' CAST IN PLACE CONCRETE BEAMS AND SLABS 00* f S�,'". �'?k /SEE NOTE q 1 If v o Q 1/3 T, v T- 1 /3 T KEYED JOINT-- 1"(MIN.) BREAK BOND WITH (- CURING COMPOUND CONTROL JOINT FOR SLABS ON GRADE 1. SAWN JOINT (MAY BE PREFORMED) SHALL BE 1/8" WIDE, FILLED WITH SEALANT FLUSH WITH SURFACE,AND SAWED NO LATER THAN THE MORNING AFTER THE POUR, OR 20 HOURS MAXIMUM. 2. KEYED JOINT SHALL BE USED WHEREVER CONSTRUCTION t IS STOPPED, OR WHERE CALLED FOR ON PLAN. _3° JOINTS SHALL BE LOCATED NO GREATER THAN 25 FEET APART IN EACH DIRECTION AND SHALL FOLLOW TILE: JOINT LINES AS SHOWN ON ARCH'L DWG'S. 118' (M 4'-0" MAX. BEND REINF'G I AS SHOWN 12" MINI STEPPEDFOOTINGHIS SHEET NG DETAIL SEE 'STEPPED FOOTING rc%GHE DULES. N 0 T E S 011 T Y PI( AL DETAILS TOP OF COLUMN +11'-fi (WHEN NOTED) = COLUMN BELOW O4� /= COLUMN THRU (4 I = COLUMN ABOVE COLUMN MARK SYMBOL STEEL COLUMN NON -SHRINKING GROUT =I11�111 -WRAP STEEL W/ MASTIC BELOW GRADE F CJ II TIII I; Z 4. K Z Z1w U N n - - ANCHOR BOLTS WITH LEVELING NUTS STEEL COLUMN. BASE DETAIL YY: ° . k4E, 1 TB-1 8' X 12, +13'-2' 2# 5 2# 5 J. TB-2 12' x 14 +7'-2' 2# 5 2# 5 TB-3 8' x 16 ,"- 0 I 6' # 2 5 2 # 5 TB-4 8' x 14 +7'-2' 2# 5 2# 5 TB-5 8' x 12' +1V -4' 2 # 5 2 # 5 S C H E D U L_ E #,3TIES REMARKS SPACING FROM EACH END 16' THRUOUT >KADD 2 # 5 @ 1/3 PT.S 16' THRUOUT 16' THRUOUT 6' THRUOUT 8' THRUOUT 12' THRUOUT _ Io' rIAa�GuT ADDf# 5 @ 12' HORIZ. EACH MF- INDICA 11, 'St MONOLITHIC FOOTING F❑❑ T I N G S C H E D U L E MARK S 1E CWIDTH x DEPTH) BOTTOM RE I NF' G (U. O. N. ) REMARKS PROVIDE 3' CONC. COVER F-16 1, x 12'CONTINUOUS 2 # 5 CONTINUOUS F-20 l' x 12'CONTINUOUS 2 # 5 CONTINUOUS F-24 '4' x 12'CONTINUOUS 3 # 5 CONTINUOUS #3 @ 18' TRANSVERSE F-30 ?0' x 12'CONTINUOUS 4 # 5 CONTINUOUS #4 @ 18' TRANSVERSE MF-16 II" x 12'CONTINUOUS 1 2 # 5 CONTINUOUS 173-0 j -0' x 3'-0' x 12' PAD 4 # 5 EACH NAY F4-0 j +'-0' x 4'-0' x 12' PAD 5 # 5 EACH WAY + - - F4-6 4 6' x 4'-6' x 12'PAD 5 # 5 EACH WAY t F5-0 - x 5'-0' x 12' PAD 6 # 5 EACH WAY C❑ L U M N S C H E D U L E COL. SI VERTICAL REINFORCIN #3 TIES & SPACING REMARKS OR BASE PLATE & BOLTS OR CAP PLATE & BOLTS 1 8' X t' 4 # 5 #3@12'c/c 2 8' X LI 4# 6 # 4 3 TS 3 1/2' I/18"4' 3/44'x' ANCHOR BOLTS O 4' X 11' X 3AkV(4> I'- BOLTS 4 TS 3 1/2' 1 134' 6'x 12'x 3/4' W/ 4 # 3 @ 12'c/c 3/4' ANCHOR BOLTS rJ 12' x 1 s' 4 # 7 # 3 @ 12' c/c 6 12'x 1 X6 # 8 # 3 @ 10'c/c X 3 # B ON EXT. & INT. FACE 7 12'x 1', 4 # 6 # 3 @ 12'c/c 8 TS 6'x ra' X 18' x 20' x 7/8' W/6- X U XSEE DET.# 2, SHT.# S611 -._- 7/8' ANCHOR BOLTS 9 4'- STEEL 1/4 8' X 8' X 3/4A/(4) )'- STUDS 4' ANCHOR B TS 3/4' ANCHOR BOLTS 10 TS 4'x 4; ;.+-' 12'x12'x3/4' w/4- 6'x 8'x 3/4TOKE 3/4' ANCHOR BOLTS 8 # 8 16'xl6'x3/4' w/4- U # 3 @ 16'c/c y� XSEE 11 24'x 2 12 TS 6'x 6' /' 7/8' ANCHOR BOLTS SHT.# S524 13 xK12'x 10'x li!', 45- 6 # 6 # 3 @ 12'c/c TVERIFY DIMS WITH ARCHITECT 14 12'x 4 8# 7 # 3@ 12'c/c 15 2'x 12' 1", 45 8 # 6 # 3 @ 12'c/c X ERIFY DIMS WITH ARCHITECT 16 12'x 22'x )0' 9 # 5 # 3 @ 12'c/c 17 12'x13'x '). 45- 8 # 6 # 3@12'c/c 1 8 TS 6'x 6; /R' 18'x18'x3/4' w/4- 6'x 8'x 3/4fOKE U 3/4' ANCHOR BOLTS 19 TS 7'x 7; ' I' 18'x18'xl' w/4- WELDED CONN. 7/8' ANCHOR BOLTS SEE SHT.# S312 " a 1. AL.E O�JP a 4 Y1 N J r'I Wi J" C on '~ o JN x ,^ I/( "' . a 4 A d R la ti Y Q a o � a n r"I Un a Na r 1 , 1. DRAWN DATE gMARCH 1995 EDALE NO SCALE Joe Ma. nI FACE OF BEAM OR COLUMN PL 5/8" WITH WELDED STUDS 7 PROVIDE 3"MIN. CONCRETE COVER OVER ALL STEEL SEE STEEL COLUMN BASE DETAIL', 5HT.0 SroI2 TS COLUMN AS 5C�4EDULEE) GU65ET PL 3/8"x 5"x 5" 4 SIDES (SEE 5CHED-) ® � r SEE SCHEDULE FOR PLATE MOxr LT SIZES GROUT .1m pAr Fir V C-OJ56ET PL 316"x t 5"x S* 4 6"51-� HED SIDES (SEE SEE SCHEDULE FOR PLATE AND 5OLT SIZES O Elm" III fell illliKe" mmoroll a i VIIIIIIIIIIIIII! x 1 - llipav� BOTTOM CHORD of: I �DI�HBSIMPSONSA35�CEL IIFS I I I WIP j"7117 "'," " MI77 aW " PLAN OF COL. #24 441 w CaU65E PL 3/5"Y 5 5" IE 5 (&EE SEE 5G -41H--ULE FOR PLATE AND 5 )Lr 57E5 1 al �, COLUM iS 124 +11'-.,4 T5-5 V BOLTS 5T,4GGEf;ll & A50NRT WALL IN GRO F I L E CELLS IRA gom 1 -64 =ll-o Vrl & 44 At At g X g ! Wt" A MAN �;j va A g 7" -l' 71� I KA "I'lh �21 IIV�, A "N., 7 kt* pl� ,I, P-'�i 014 W4, i z" 11;I ;,V DETALQJ —q— - - _, la" 11 , j� A8. k 99 MAI ti'SO 4 7 AN% 7- R `P g O'P V, 15041-�ry 4 777 < . .. .. .... 04 0 ;:=41 z 4 SECTION 'A' +13-0 112" SEE �1=7_1 I -:-F J;l FOR CONN. 14SH F "Y WI(o x 26----// SEE SCHED. WE -AM COMVECTIPOW r.v-o" 4 OR WIro a 22.5* 45 WJa STEEL FRAME\ :3 3/0" FL WELDED T W16 FRAME12 ASECTION C7) STRE-L MJVT PEAK c-,0*4111141 Jl AS N D rl •,4 41.1 i44 0 u No INT NIL Lu O Lu o cc O LL 2 VU fl) W - ,AAWN- -1 DATE tARCH 19, SCALE AS NOTED JOB No. 00 • 12` x y BASIN T BUCKET 2) / ZURN *FLOW RU" MODULAR AIN SYSTEM. /6` I W/PERF kTED STEEL ATE 0.75% 80 , S OPE__ L F �R iK 4 r T� a� u ro- m m s Fy}v #.N fS tt�h- rT. l u xl z) F} yy1 }4y,y{, g} ry�E Miim tis, RI{ 01 w`'i T; �--2" C.O. PP TO AHU'S _—� _ IN EQUI ENT LOFT RUN 1 11f4" TO EACH _ UNIT. --- _ HOP r 4" SAN. SEE P-3 FOR rnunuffennr.�: ;. Mal MANHOLE (SEE CIVI PLANS) 44 T CLAN T. r'y Ennis * RAF i �v Ica KW — N H rl"la 7:-1 t 3z.Q FOR TION- i �w t p �3��.� 'T�i lI t�0" „d* � tt u`'r'I�W I1 UM[:�1['�G ! E =iA d y}k ;M 1 ,{��r qq.� 9>C 4 1 ;qY,i i5•YR'^ PR I `NFa 5 MF KSNite 4w, U--n rSb I' • (+J@ S if- �Rjj 1. i rY 5 u�, % It N+MHi vi S dim } A t Gr A �•S H `PY i h* j 4"' •A Y�iy}^'vh ��+ N • )CLEAN OUT iM1, ric^ A try anti < P fF /4 Pt }y,�:.H { q. C.O.T.G. • GRADE MY jjy� ',n j 4"5y i.} k £ ti" =4 5 t' v e:E-t'P d^.! i DRAINF.D. FLOOR \ iT IRA.r1. x } NC W. DOMESTIC COLD Iey. `� L S{ Ka p� { gl� IT I .{ t t'R DOMESTIC HOT WATER 4� �diq ky it `y1 d,tNL d ! ➢�{i i �� S .. �`+t•',�yti��"�w # 41 i• HOT WATER RETURN � � �,�, rah v1 ". V ✓ ` � �•?' i' i +"r<" �s 32Y x5 � 5 � q� 4 c �.HOSE BIBB )�t..f"' � . } T i S(n� - • • y+t �(1 5 3 11VWyy A GATE VALVE y YI t' x` t xt w }} v„ �•� GLOBE •: . WATER HAMMER.• �> •• { SEWER f WASTE WATER PIPING ` kh b ,•� EN V T" PIPING Pi I r N S'' Y'�'� DOMESTIC COLD IT,} r x z DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING afi n AN SANITARY SEWER PIPING Rm2P � IG k • •STORM td • ?.—G— GAS PIPING VALVE 1CHECK k R •'� � i Vk� n $' I}S'ak. yA$ ry E"3. PIPE RISE OR _ OP � yu r _t M PIPE UP '"Ip+ks E2 1IN I �F St°i' rer �� 4F� 3 a •'ISER CAPPED END OF } d p �M r j ' 42 i 'sr�a 1Xi '"k t �; ti: :„ " Y '' PLJMI,JG COTES Y 01 6YI �. 4 Fah �'"1 •P "haF DO NOT SCALE THE DRAWINGS. CONSULT THE ARCHITECT'S AND STRUC— TURAL DRAWINGS FOR DIMENSIONS. 2. CONSULT HE ,-CHITECrS DRAWINGS FOR ALL GRADEAND FINISH I •Jib ^ A" ". % �`Y'Z o-FLOOR ELEVATIONS. 3. ALL GRAVITY LINES SIZED TO SLOPE• • OTHER — g VASE 4. ALL WORK SHALL COMPLY,• INDICATED ON THESE PLANS OR NOT, • . PLUM13ING CODE,• • . �I 5. . COPPER POTABLE. AND COLDFORGED WATERNTH •R WROUGHT SOLDER OR UNDER SLAB. ENCLOSE IN POLYETHELYNE PIPE SLEEVE WITH NO JOIN- v v COTG 7R ICH DRAIN 4" 6. SANITARY WASTE, VENT, STORM DRAIN PIPING SHALL BE SCHEDULE ` 40 PVC, DWV- 4• 7. CONFIRM SIZE, LOCATION AND ELEVATION OF ALL EXISTING UTILITIES _— =_ -- — —.-- -- PRIOR TO INSTALLING AND PIPE. GREASE X Q INTERCEPTOR I 8. COORDINATE WITH ALL TRADES TO PREVENT ANY CONFLICTS. RECEPTION ' SERVICE 9. ALL FLOOR DRAINS SHALL HAVE TRAP SEAL FITTINGS. FINISH AHU FLOOR ��¢1 YARD I 10. GAS PIPING FOR SYSTEMS WITH GAS —FIRED EQUIPMENT SHALL BE 32.0 FT. CD. INCLUDED IN THIS CONTRACT. GAS PIPING SHALL BE STANDARD WEIGHT, BLACK STEEL PIPE, SCHEDULE 40, PIPING EXPOSED TO ATMOSPHERE OR RUN BELOW GRADE SHALL HAVE POLYETHYLENE " PLASTIC COATING, ALL GAS PIPING, FITTINGS AND INSTALLATION CONFERENCE AccT'c. _r" =Tx PROVIDE 1 1/40 ' SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE AP & UTILITY COMPANY AND THE STANDARD GAS CODE. ONNECT TO ^II� M GEN. a. MRKT'G�� ' AMERICAN STANDARD PRODUCTS ARE LISTED. ELJER, KOHLER ARE EQUAL PRODUCTS. SUBMIT ALTERNATE FIXTURES FOR APPROVAL. I I I I I COLOR IS WHITE UNLESS OTHERWISE NOTED. 9140.013 WALL HUNG HANDICAPPED LAV W/ CARRIER. ADMINISTR - 7516.172 FAUCET W/ 4" WRIST BLADES. GRID DRAIN, 7723.018 L ° """ 0476.028 COUNTER TOP LAVATORY. \ 2385.463 FAUCET, GRID DRAIN.2411.015.002 WC1 3043.102 HANDICAPPED FLUSH VALVE WATER CLOSET CHURCH #9500 SEAT, SLOAN #111 VALVE � �� 4• yx _ ° 1 _+ WC2 2174,139 FLUSHOMETER TANK WATER CLOSET CHURCH #9500 " zr I SEAT, WATER SAVER (1.6 GPF) WC3 2168.128 HANDICAPPED WATER SAVER WATER CLOSET — — " ,r- M CHURCH #9400 KC SEAT, FLUSHOMETER TANK UR 6540,017 URINAL SLOAN ROYAL 180-1.5 VALVE. INVERT.) KS ELKAY PSR-2522, LK 4124-F FAUCET BASKET STRAINER. . , Taw .:, EWC SUNROC HCWC85—STAINLESS STEEL. i MS-1 WILLIAMS HL-1900 PRECAST TERRAZZO, MOP SINK INTEGRAL 6" LATERAL T BRASS DRAIN AND STAINLESS STEEL STRAINER, DROP FRONT, WITH T-15—VB FAUCET, T-35 HOSE I �`v AND HOOK, T-40 MOP HANGER, BP BACK SPLASH Imam MS-2 WILLIAMS SBC-1700 SIMILAR TO MS-1 ABOVE (EXCEPT FOR •� ��LLL _ _ _ �l DIMENSIONS. I 7 LT FIAT SF-1—F LAUNDRY TRAY WITH LEGS, A-1 FAUCET WITH �1�--- 8" WATER MAIN { a SWING SPOUT, A-15 OVERFLOW RISER. SEE CIVIL PLANS SH CHICAGO 2762 IS PRESSURE BALANCED SHOWER VALVE, NO. 151 F ;n, I � � � � �¢ ° �� e"s'x r' , '3" L, , • HAND HELD SHOWER WITH SLIDE BAR AND HOSE, #777 4 � • —37K WALL SPOUT FD-1 FLOOR RAIN. REFER TO SWEET A 3.12 FOR PLAN f DIMENSIONS FOR EN DROP -OR -AREA. o- n'7 Hk`4�'1I�Sr L ip+ 4. • i fiy +3 F" l t y Yry. BRONZE TOP, (TOILET I ry Jt . Y kr • DURA COATED CAST IRON FD3 t? ZURN Z-662 DURA COATED CAST IRON DRAIN AND GRATE FS1 ZURN+d •302 S.S GRATE (SEE PLAN WITH • • A HVAC UK TYPE) AND BUCKET. IT WITH SPRAY NOZZLE AND BUCKET. 1jMtF �f'�{t Sffy . KNOWLEDGE EMERGENCY SHOWER BRA EYE WASH AND SHOWER, S-1931 SSH—SR II _ YYr TD-1 ZURN WIDE TRENCH DRAIN 6 FOOT LONG. r. •. USE IN CAST IN PLACE TRENCH CART �"" SCALE:' 1/16"_l'o AA♦ (W� b v I— U W a $ O Y M1 O p� i �► Wa V J cn O W D W Q 0 o U Q D 6 (n O W `-' V J Y i "f q AiAM, tel: ` .v a I 1 FROM LP TANK BY GAS CO. 2 1/2" S.O. VA. OUTSIDE BLDG. DIRT LEG wH#1 199 MBH 2" DIRT LEG TOTAL LP REQ'D = 765 MBH SOLENOID VA_ WIREDTO HOOD EXISTING SYSTEM 90 MBH inP GAS RISER SEALER AT WALL VACUUM BREAKER 3/4" GATE VALVIE, 87 MBH MBH J - 10 82.5 MBH 9A 150 MBH II2" VTR )16• I I z7 I I I I i I 2" HUB Q 4" 1 2" CO 43 r 24 ,I i �\ \ 2„ II 4» 4" FD2 4 DFU i 4" COI 3" VTR\�� i' 20 `�\ /� 2" CAN 4" ) 1111-- i1' 1 \ 164" � I 22 DFU WASH i ��2" q3" HUB `� 19 1 ^ \ 4" 1 r a 4" FD3 3" 3" CO 13" TD1 49 � lit`E %-. i 2^ ,6 - MS2 �4" 3" HUB 4" FCO NOTE: ALL FLOOR DRAINS & I/ CAN WASH W/REMOVABLE SEDIMENT BASKET � 2" 3" VTR r`" I 6_� I�� I L1 3" FD1 L1 3" CO W/TP 3" WC1 `�\ 2" 3" FDt I W/Tp WC1 I 3 16 DFU 3 I I WC1 a" I L2 2" CO 4 140' H.W. - /4" CAN WASH 3/4" C.W.--T �I SHUT-OFF GATE VALVES 3/4"— EPDXY FINISH 1/2" CONCRETE BASE v SLAB � "JOSAM" MODEL #49880 3" PVC DRAIN THRU GREASE INTERCEPTOR ^ W A S H D E T G/�/�l\1 IN(V�J. SS\U !�/p\U PDET017 PLUMBING RISERS CLU:HOO US 4" 20 DFU 10 I I 2" HUB Q W/IW I _/11) 110 I II 3" FS1 / 1 4" \ -4" O 9 DFU 10 DFU I d" FS2 'r' O1 I I I, q" 2" DFU 28 DFU FD2 r 4" FD2 4 i6 " z 2" CO N 4" CO TG GREASE TRAPS ® 750 GALLONS ITCHEN SANITARY RISER T1110, I I I i 3" FS1 W/I W 2" CO 3" 5 DFU 4" FCO 2" 4 3" 33 8 DFU 3" VTR 1 I I UR 5 UR I I I I 4" I UR I I 3" FDI I 3" CO " W/Tp 2„ 3�� Q �� y L2 I 1 WC2 I WC2>L2 /L2 I - • ~- 2" 2" CO SH �4 ' I i 3" VTR i I I �2"�T I i I I 2» K ' 3" CO WC2 i � I I I I I WC2 I I 2" �' I L2 1 FD1 W � � I I 3" /TP i' I I L2 rWC2 �" 2" CO L2 2 WC2 I J�3" VTR I l I I � I i' —2" V' I 3" LT 11 WC3 � I 3" CO WM 2. 3" 4" FCO 4" FD3 W/Tp 4" FCO Q CART STORAGE 4" NOTE: FLOOR DRAINS W/REMOVABLE 4" FD3 SEDIMENT BASKET W/TP FD3 W/TP �.. i 4• 3" C01 WC3) 3" FD1 4" I W/Tp <' WC3 Lt L1 31 ADMIN. �'� W/TP`y 3" KS r,r3' 2" CO 3. 2» 1 r' 3" CO\ i MSI 4" FD3 W/Tp 4" 4" CO TG 4" 4" TD 2 q ; 4" CO TG 20 DFU 4" CO U CONNECT TO LATERAL SANITARY RISER 110FRI'T STORAGE/A©MIN" :LDG v 4. 24 DFU I 2" 2" i I � I SH e 1` 2" CO 2" 2" FD1 6 DFU WC1 W/Tp 2" VT ` IR J L1 JIL 4" 106 DFU 4" WCO I l 3" I 6 DFU B DFU ' 1 DFU I W/Tp 1 MS2 \/ L2. I ------— EwC 0. I r 4" 3" 126 DFU 3" 2" CO 2" L1 M`-1. SANITAR RI ER - CLU:HOO USE 4" (154 DFU) TO LATERAL FROM GREASE TRAP \94087\4087P-7 PD: 2-9-95 ArVf Fo' ELECTRICAL PLUMBING ELECTRICAL THOMPSON ENGINEERING CONSULTANTS TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFI- CATIONS COMPLY WITH TiAPPLICABLE BUILDING CODE. F LF' 25 SEABREEZE VENUE - / EI.. 7- ♦7- 1-0200 DELRAY BEACH. FLA 33483 F.X 407-274-0222 D 1 /4" U " d o U a «1 a S•, aD F. N a IIII��IIo,.IIf��Illl 0 �Ilu LLJ ctf {I 1 1 S U a � O 4 i A: O . Pill WQ O r n V / OLd z U O O U F_ Q D � (n o OW U (, v J Vt a i� f I �4!',o g*j7 6 Y L p�l REVISIONS 3-10-95 ADDENDA #1 3-20-95 ADDENDA #2 EE SHEET -8 FOR PRO S P & LOBBY LIGH & CIRCUITING Em III _ -----=-i �� II��iY 1� 1� ■ ry 19 ■ II■ICI III■I�I�I��I■I■I�..:�°�� ' MEN i m' m� ■ �i �``�- �' _ II� ■ ■ ��1 = �■■�� JIM, _= IMIII..,MIII. --—111111.IIDIh �� •• -�1!' . _., �■F Imm7.� ,.. �■�� (I'ZI/�i�t� �.`� �J i� n p 'It N ii�rJ—p_I��q O �0■ _ © � � w It L 11'II�■��. © o III ■i� ,,. -------- oil Al ,. �'■�� . ' ��% �� '� � � ,ICI ,� ICI, o � j �°" / s,amrap 00 tip El 1401 II s Nl 'Y' YJ • � N � FiIXTU E SCHEDULE TYPE VOLTS DESCRIPTION LAMPS MOUNTING MANUFACTURER REMARKS NO. DESIGNATION & CAT. NO. A 120 DECORATIVE SCONCE - 120 WATT WALL SIDE SELECTED BY INTERIOR LIGHT MAXIMUM OF SOFFIT DESIGNER B 120 QUARTZ CYLINDER 1 Q250-T4 12" RIGID KURT VERSEN ALTERNATE LIGHT - WIDE BEAM QUARTZ STEM L172 RECESSED C 120 FLUORESCENT DNLT. 2 18 WATT CLG. NL CORP DAMP LABILE QUAD REC. RF 1357 D 120 DECORATIVE 300WATT CLG. SELECTED BY INTERIOR CHANDELIER MAXIMUM PENDANT DESIGNER EMERGENCY BATTERY FURNISHED WALL DUAL-LITE E 120 DUAL FLOODLIGHTS W/FIXTURE SURFACE EZ-2 F 120 WALL WASH LIGHT 1 15OR40/FL CLG. KURT.VERSEN REC. E7568 G 120 QUARTZ DOWNLIGHT 1 Q250-T4 CLG. KURT VERSEN MEDIUM BEAM QUARTZ REC. A7174 H 120 DOWNLIGHT 1 120 ER 40 CLG. KURT VERSEN FLOOD REC. B7222 I 208 WALLPACK 1 175 WATT WALL DAYBRITE WET LOCATION FLOODLIGHT METAL HALIDE OWW-17-MH-20 BOLLARD 8" DIA. 175 WATT CONCRETE MCGRAW-EDISON K 208 42" HIGH 1 METAL HALIDE BASE BR11712942137 L 120 SPOTLIGHT 1 15OR40 CLG. KURT VERSEN DOWNUGHT SPOT REC. B7222 M 120 2 x 2 FLUORESCENT 2 F32T8/U CLG. HUBBELL TROFFER - PRISMATIC LENS REC. R22281 N 120 54" DIA PADDLEWHEEL PENDANT HUNTER OR DAMP LOCATION FAN RIGID STEM CASABLANCA CONTRUCTION P 120 8 FT INDUSTRIAL 2 F96T12 PENDANT AT HUBBELL FLUORESCENT 60 WATT BOTTOM OF TRUSSES IWB-2-P1E1 Q 130 LIGHT WEIGHT FLOODLT 1 250 WATT ROOF -SEE SYLVANIA MTG. TO SUIT ARCH NEMA 5x5 DIST. 130 VOLT ARCH DETAI SFL-2501Q-130 DETAIL— LAMP 10 QUARTZ FURN, W XTURE R 120 TREE/FLAGPOLE 1 1GO WATT SEE DETAIL SYLVANIA MICC-A229 UPLIGHT METAL HALIDE KN50-A503-BG S 120 12 DIA UP -DOWN 1 50W UPLT RIGID STEM KIRLIN WR51241-43-45- DAMP LOCATION METAL HALIDEALIDE FIXTURE 10OW DNLT UM 14 IFT � 46-87-88-94-HO-LP-P LAMPS INCLUDED DUALWTCH N T 120 FLUORESCENT BRICK 1 28 WATT ON COLUMN LUMARK QDDW-WW- ALL WHITE LIGHT QUAD ABOVE CAPITAL 28H-120V-F1-LL-RP-SCD HPF BALLAST U 120 DECORATIVE WALL SELECTED BY BRACKET INTERIOR DESIGNER V 130 STEP LIGHT 1 PL13 RECESSED DEVINE WET FLUORESCENT WALL F610Vi-PL13 LOCATION u 120 2x4 FLUORESCENT 3 F32T8 CLG. HUBBELL TROFFER -PRISMATIC LENS RECESSED R243B1 WE 120 SAME AS "W" EXCEPT 3 F327'8 CLG. HUBBELL EMERGENCY BATTERY PAC RECESSED R243B12D X 120 EMERGENCY BATTERY FURNISHED UNIVERSAL DUAL-LITE EXIT LIGHT W/FIXTURE "EXQUISITE" SERIES Y 120 4 FT ENCLOSED 2 F32T8 T-BAR CLG HUBBELL GASKETED FLUORESCENT SURFACE EDSO42RPAPA-B1 Z 120 SHOWER LIGHT 1 18 WATT CLG. WET DROP OPAL LENS QUAD. PL RECESSED LOCATION AA 120 4 FT WRAP -AROUND F32T8 SURFACE HUBBELL FLUORESCENT 2 WGM42- WACB1 BB 120 4 FT FLUORESCENT 2 F32TS SURFACE HUBBELL STRIP LIGHT SW42RB1 CC 120 4 FT FLUORESCENT 2 F32T8 WALL ABOVEHUBBELL MIRROR LIGHT MIRROR PM1042SOYAL-81 DD 120 UTILTY LIGHT 1 PL13 SURFACE ROBERT 5020 EE 120 3 FT FLUORESCENT 2 F25T8 SURFACE HUBBELL STRIP LIGHT SW32R-B1 FF 120 ADJUSTABLE 1 150 PAR 38 CLG. NL CORP SPOTLIGHT IsPOT RECESSED R6840/38 HH 120 CONICAL UPLIGHT i 26 WATT WALL BEGA g2820P WET QUAD, Pl SURFACE COLOR SELECT. BY ARCH LOCATION PARTIAL LIGHTING PLAN: CLUBHOUSE / BANQUET ROOMS / PAVILION SEE E- FOR CIRCUI G / —NOTE: INSTAL (2) TYPE BB FIXTURES & (1) DUPLEX RECEPTACLE / AT PLATFORM VEL ABOVE MEN'S / LOCKER ROOM TCH AT ENTRANCE TO PLATFORM. '-. IRCUIT BA-4. � s -- _-- -- _ --- --- -- dfATCH L -,6' -- A a NO UPLIGHT \ 5,,W1 H "b" (TYP.) \ ALL WP b d c---- \ -- -- -- -- d b,d - b b.c \ S b.c - B- ,16,18 I __ S b,d -- - PAVIIL S b.c ; e � 5 b.c I S b,d 1/� O S b,d S b.c S b.c b,d b,d I V: \aW0/\9U0/t-J YU: S-LI-NS ArF lU HVA PLUMBING ELECTRICAL THOMPSON ENGINEERING CONSULTANTS TO THE BEST OF MY KNOVL.E THE PLANS AND SPECIFI- CATIONS COMPLY WITH THE INIMUM APPLICABLE BUILDING CODE. T 407f27'-OE00 AY BEACH, FLA a34€3 FAX 407-274-0222 LLI h .w U Q i4 W � O r� g N Y O g .pI W Q O uO Oz W � m� W o o U U D O oW U (, v J V) DRAWN AJP. DATE 9 FEBPllARY 199D SCALE J013 NO. 94081 SHEET E-3 SCALE ' 3 R- , i I 4 F j�$d )4 �S4Yur J{4„ Yi e Ur { m r r, , h r a. AI r P f i I' v� h ,ta I r S° I , 'X, " e,ifil�■I""I�""'�"'I�"'I��'fllll'I� 5 a? i lu M}4 >k", MUM .._ ... ....._ ... ..... ...:..:.... ...:._ 9� A i" xT "I3.Y :xh 'a�� 4pfiyaF i rRx^�",'e mll , M1{� 4Mh r.. Ft tr�'�-� �'�, �;t>i•.% x"', �"�^,a ' }�5< N {�� ;� \ :,,g;<: 5 s. rsr t' �•„:1`. . � � '�.� , � r ' _ w5 r�r - � ... „,*,.,: � k�„"•�' ti'r tix �__-. - - _ _ T T n ..,x.: 3 11 y� _ - _ - — — _ — i L Y, 1 33tt J ,,., `+f._' " '•`g;� �,�". "s` ,s Ir u,� , ✓ _ I fie, rc i� b 'S.t��Sy I 1 � I ; N Ili: ui . < , i 5 A VA 7 v ^ I R". 5.ANE '� •z, , � ,aw, ., " ,; •:: x.`'.. y,.;. :, , ii. ..e ,a;l z .., .. .,< r. .,e",� .>....v. tu. i A a 5 9 r f 4 ,,.. '°`.. :.'s .�. ".;'," # kF.. g.. '� x '.,,}}, +ri � ': .� , i x"� !: 'i'Xt'9.bsv �„,r�, i:.,= yx„�.•',y+,., L'-LLil NOTE. SEE SHEET E 7 FOR PLANS OF BAG VALET T-3 & CLOCK TOWER k A#:.ro rP �x 4 ? :. �t. r .a•M `� Ir '!u e `' ,z:,m' __ _ _ _ _ _ _ .� _ _ _ _ _. r ` .� S %y y n, r x � 'a' T ,.X wT a^ k..., i 0 t9 �.%' a �r ° kdka .• b1i:-'`ygr sx.: � a,r� .Y<i"a �tt �g � Yk 3°x 'r,.� ^{xr "f'� � r"'':"y F ''F 1"t 't1x�.d°"' �,y.. ,Ry { e c.9,. a az"x� "` c��'^ yy I r I x'Ry. , r'• ° a ',� v '' �M a:- a u ¢ # '<m{ 3h a= r„+.Px �;', I I' ` e u a an R � i ,r PARTIAL Y : J.B. FOR FUTURE , TREE UPLIGHTS ,a -� �tA WP Gn .---.— v, 777-2� s t C � k 1 �k �✓3 K L ELECTRIC o A. Y• ;A 4 V I � k l f � Q 4 w- F �.e aT q Y i X # t 't3 � '�*`, 1 ♦ ^+'rsi v"%"a n Iu�}�g� � ti 5 n . Y > E-2 & E-3 w �fAo-i P � �v v� n u r �xM l�h 9 t 3 5 v k fk V 5re� 4� T xKN-50 „ KNUCKLE JOINT COMPARTMENT — IN; i "5rs+s'',� a� '''e"ar5 "�lh V • • L • N SC A PE UPLIG T H FIXTURE � DET IL MATCH LINE - A c:\84015/\4057E-4 PD: 3-27-95 VAC PLUMBING ELECTRICAL ELECTRICAL THOMPSON ENGINEERING CONSULTANTS TO THE BEST OF MY KNDE DTHEAPPLNBSPECIFI CATIONS COMPLY WITH T— BUILDING CODE. FL- 25 ZE A d - / EL. 407- ; 4-0200 RAY BEACH, FLA 3a163- _ r AX 407-274-0222 0" Lij � z OLLJ im U U� U Q D J c^1 / / U U DRAWN AJP. DATE e PEaftlAw taw SCALE JOB NO. %4l SHEET E-4 R k 4 s. .. F Tra .. ... e...,, . . �` � �� yp' � �" , s.`'9k,:. � de�L4' �'g F�.,ry 5� ;,3 r• s % � �,. t . ,$" kM v��., l fei�r" a �, 3 ` " tip', {.� I'i '} Jaf� i�. ➢«t" N a*+� fir. �... k41'._srk. eF;: .. t::.iM,. r �'o: ...., i .. _.v'. .,..4 -.Jk 4. .. .. rd,a r.... n ✓+". � .x. n,. °a 3:..:.n. :.. "r. i agL s4 9'.i,Ai er < . xs'. Y .. .-..... _ .. ,. .. �`.a�r.., Mi R w M'tryM MGM aV vS b" c H Y;. !� ✓il fiF`- I xy ! k- V n. 2: mow, °fAn '��p �' ✓ p y„r6x,; �. � . vr'dukt"1 IR 11 11 i �"1. x�if li s a 4Y+` dC'�.a✓4 N +N "R " P` y �, y 9 4 Alt ME FMAI �.. { / I / ------ J ------------- -- -- ------------_..-- -- ----------- --- I r9f 3 /--------- - CA-28 CA-28 � I PANEL "CC" I I A-28 I i I I I I USE ALIGNMENT C-3 CLIPS (TYP.) I I - I I SHOE' I ` I I I NL NL NL I I CE-42 I I , I FIXTURE TYPE "P" I -R T. PANELS (TYPICAL) - "CD" & `CE" I I I I Ic c== P I - I I I I � -=" CE-42 I I l AU.ND CA-28 CA-28 NP \ \ I ?FOR FUTURE \ NL NL NL i YARD LTS 1 I 2P-20 1 PE SW - - - - - - - - - - - - - - - - - - - - GOLF CAR STORAGE -_ _ ---_------- - ----- ---- -+ - D-1 18 32 I I I wn� v STOP 3 I I I DD -- I 30 30 L - - - - - - - - - - I I I NL NL NL I � � I - - I C-9 C-7 C-2 C-5 �I 2 (/ CA-24,26 CA-2F, MGR'S. CALr OFFICE CB I CE-42 CA-28 I DPA - A-30,3 \ - CA-24,26 \ CA-28 - ----- - ------ - -- - - ------ - - MATCH LLVE --p_- - - - - - -- -- -- -- \ - - -- -- ---- - ------ - ---- - - - - - � P.E. SWITCH 2P-20AMP I CART STORAGE BUILDING I VE', I 11 I I MINISTRATION BUILDING SHEET E-4 l I.,KT'C,. M M — — — — — — — — — —/ nn I \ ij I , FUT Q LOCKER R_0 M BUILDING I I i I I � I I _ I I — I I I I j II I I I I I j jl i T / I CA-32 / / I M , �I 10 - I i M -6 I 1 / W,,47CH re':V6' - /3 / / C:\94087\4087E-6 PO-. 3-27 jr� ELEC PLUMBING ELECTRICAL THOMPSON ENGINEERING CONSULTANTS TO THE REST OF MY KNOMIE THE PLANS AND SPECIFI- CATIONS CQIPLY 4ITH THE DMM APPLICABLE BUILDING j`CODE, F E A M" /�TE/�27 2 �B ENL6 ,� L 407- 4-0 00 BEACH, RA ;f3<83 e`A% 407-274-0222 REVISIONS 3-10-95 ADDENDA #1 3-20-95 ADDENDA #2 LLI w :D U Ld U Q Y \ • . ct r-- 4 P� �I A: o . L.LJ Q 0 cn 0 z W m U O 0 O U� U o o W U EL J ~ 0 DRANK A.J.P. DATE 9 FE5F UAhY Isw SCALE JOB N0. 54"1 SHEET E-6 PARTIAL LIGHTING PLAN: CART STORAGE / ADMINISTRATION / FUTURE LOCKER ROON� SCALE i x w�tr.. ! A K F fA fu an0 fY` hf�i f'k Vi3`3` S qq KY 4'�Pr Y, vYl'4n. 2 t } y 9 A . T T VOLTAGE LOCATIONi CART STORAGE MAINS, 200 AMP M.L.O, MOUNTING SURFACE A$ CENTER AIC SYMM DESCRIPTION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIPTION BATTERY CHARGERS #12 20 7F 1 .60 .60 2 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 3 .60 1 60 4 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 5 .60 60 6 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 7 .60 1 .60 8 20 #12 BATTERY CHARGERS WATT RY CHAR ERS #12 20 9 .60 1.60 1 10 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 it .60 1.60 12 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 13 .60 .60 14 20 #12 BATTERY BATTERY CHARGES- #12 20 15 .60 .60 16 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 17 .60 1.60 18 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 19 60 .60 20 20 #12 BATTERY CHARGERS BATTERY HAG S #12 20 21 .60 1 .60 22 20 #12 BATTERY CHA BATTERY CHARGERS #12 20 23 .60 1.60 24 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 25 .60 1 .60 26 20 #12 BATTERY CHARGERS BATTERY CHARGERS 012 20 27 .60 1 .60 28 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 29 .60 1 .60 30 20 #12 BATTERY CHARGERS DOOR OPENER 1 HP #10 20 31 1.50 32 SPACE DOOR OPENER 1 HP #10 20 33 1.50 34 A RECEPTACLES 20 35 36 SPACE SPARE_ - 20 37 1.50 38 SPACE SPARE Et 20 39 1.50 40 SPACE SPAR 20 41 1.50 1142 SPACE 9.00E, "10ADI BATTERY WATTS PEAK x 60% DEMAND = 600 W/CHARGER ESCH001 PANEL CD BUS 200 AMP - CU VOLTAGE LOCAT ONi CART STOARAGE POLES 42 MAINS, 200 AMP M.L.O. MOUNTING SURFACE SPEC SO D, ITE, GE LOADCENTER AIC SYMM DESCRIPTION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIPTION BATTERY CHARGERS #12 20 1 .60 .60 2 20 #12 BATTERY CHARGER BATTERY CHARGERS #12 20 3 60 1 .60 4 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 5 60 1.60 6 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 7 8 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 960 60 10 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 11 .60 .60 12 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 13 g6O 14 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 15.60 60 16 20 #12 BATT RY CHARGERS BATTERY CHARGERS #12 20 17 60 18 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 2019 20 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 21 .60 1 .60 22 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 23 24 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 25 .60 1 .60 26 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 27 '60 ,60 28 1 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 29 .60 .60 30 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 31 .60 .60 32 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 33 ,60 1 .60 34 20 #12 BATTERY CHARGERS BATTERY CHARGERS #12 20 35 .60 .60 36 20 #12 BATTERY CHARGERS SPARE 37 1.00 11.00 38 SPARE SPARE 39 1.00 1.00 40 SPARE SPARE 1 41 1.00 1.00 42 SPARE SUB TOTAL 1 9.20 9.20 9.20 TOTAL 27,60 KW = 77 AMPS �. LOAD IS 1000 WATTS PEAK x 60% DE u" ESCH001 "AN t " BUS 200 AMP - CU �"ff LOCATI ART STORAGE POLES 42 MAINS, 200 AMP M.L.O, MOUNTING SURFACE SPEC SQ D, ITE, GE LOADCENTER AIC SYMM DESCRIPTION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIPTION BATTERY CHARGER #12 20 1 ,60 b0 2 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 3 fi0 60 4 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 5 '60 .60 6 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 7 .60 1 160 8 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 9 .60 1 .60 10 1 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 it .60 1.60 12 1 20 #12 BATTERY CHARGER BATTERY CHARGER 13 40 1 .60 14 20 419 BATTERY CHARGER BATTERY CHARGER 15 .60 .60 - ^- 16 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 17 .60 1,60 18 20 #12 BATTERY CHARGER BATTERY CHARGER # 2 = 19 60 ,60 20 20 #12 BATTERY CHARGER BATTERY CHARGER #22 20 21 .60 1 .60 22 20 #12 BATTERY CHARGER BATTERY CHARGER 1 23 .6d 60 24 #12 BATTERY CHARGER BATTERY CHARGER #12 20 25 .60 .60 26 20 #12 BATTERY CHARGER BATTERY CHARGER #12 20 27 60 1 .60 28 20 #12 BATTERY CHARGER BATTERY CHARGER 29 .60 1 .60 300 #12 BATTERY CHARGER DRYER #10 30 31 2.50 1.20 32 20 #12 SHOP RECEPTACLES 33 2,50 11,20 34 20 #12 SHOP RECEPTACLES WASHING MACHINE #12 20 35 1150 11,20 36 20 #12 SHOP RECEPTACLES LAUNDRY REC, #12 20 37 1.50 1.00 38 20 #12 RECEPTACLES DOOR OPENER 1 HP #1 20 39 1.50 L00 40 20 #12 RECEPTACLES DOOR OPENER I HP #12 20 41 1.50 140 42 20 #12 SWITCHED LTS, I SUB TOTAL 12`.20 12.60 NETAL 37 KW AMPS NOTEI BATTERY CHARGER LOAD IS 1 00 WATTS PEAK'x 60% DEMAND = 600 W/CHARGER ESCH001 ANEL D BUS 200 AMP - CU VOLTAGE 120/208V-3 -4W L TION, ADMINSTRATIIIN POLES 42 MAINS, 200 AMP M,L,O. MOUN FLUSH SPEC SO D, ITE, GE LOADCENTER AIC SYMM DESCRIPTIONS WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIP APPLIANCE REC'S, #12 20 1 1.501 90 2 20 012 FLUORESCENT LTS, APPLIANCE REC'S #12 20 3 1.50 .90 4 20 #12 • RESCENT LTS APPLIANCE REC'S. 2 20 5 1.50 L20 6 20 #1 DOWNLTS APPLIANCE REC'S. #1 20 7 1.50 .96 8 20 12 DOWNLTS REFRIGERATOR #12 9 1.00 ,84 10 #12 DOWNLTS COPY RECEPTACLES #12 26 4 it 1.00 1.65 12 20 #12 FLUOR. DOWNLTS COPY RECEPTACLES 13x 1.00 .50 20 #12 LIGHTS RECEPTACLES 15 .72 1.50 16 20 #12 WALLPACK LT, & FUTURE YARD LTS, RECEPTACLES #12 20 17 - .7 .50 18 RECEPTACLES #12 20 19 00"'°P, , -w '266- _4.�U_ #12 SPARE RECEPTACLES #12 1 20 21 }; 22 0 #12 SPARE RECEPTACLES 1 23 AO 24 12 SPARE RECEPTACLES #12 20 25 ,7 1, t 26 20 #12 SPAR RECEPTACLES #12 20 27 .9 L00 28 20 #12 SPARE FUTURE RECEPTACLES 29 .90 It. 0<: 30 WATER HEATER FUTURE RECEPTACLES #12 20 Y .90 1 L50 A/C - ACCU #6 5 33 -- 4.80 34M1 " #6 A/C-3 AHU & 30,2 FLA 35 STRIP HEAT -- 4,80 36 37 1 1 38 39 40 41 42 SUB TDTAL r 12.20 14,06 14.49 TpTAL 40.57 KW = 113 AMPS , !' ' Y ' ry r, TM ESCH°00 ask uw�rctr,tL WiKt TRIP CKTI A PHASE B PHASE1 C PHASE CKTI TRIP I WIRE DESCRIPTION MEN LOCKER 1 #12 20 1 .80 1 1.00 2 20 #10 PLANTER RECEPTACLES WOMEN LOCKER _#12 20 3 BO lA0 4 20 #10 PLANTER RECEPTACLES PRO SHOP RECEPT ES #12 20 5 .90 .00 6 20 #10 PLANTER RECEPTACLES PRO SHOP RECEPTACL #12 20 7 90 1,00 8 20 #10 PAVILLION RECEPTACLES PRO SHOP RECETPACLES #12 20 9 ,90 11.00 10 20 #10 PAVILLION RECEPTACLES PRO SHOP RECEPTACLES 2 20 11 .90 F 00 12 20 #10 PAVILLION RECEPTACLES PRO SHOP OFFICE REC'S # 20 13 .90 1 1,00 14 20 #10 PAVILLION PADDLEFANS PRO SHOP OFFICE REC'S #12 ;20 15 .90 11.00 16 1 20 #10 PAVILLION DN, LTS. PRO SHOP OFFICE REC'S #12 17 .90 1.75 18 1 20 #10 PAVILLION DN, LTS. LOBBY REC'S #12 ap 19 1 .90 1 .98 20 20 #10 PAVILLION UP LTS. LOBBY REC'S. #12 R .90 11,00 22 20 #12 ENTRY LTS, TROPHY CASE LTS #12 a 2 1.90 12.25 24 30 #10 WATER HEATER TROPHY CASE LTS, #12 � 25 2.25 26 P TURE LTS #12 27 ,40 1.20 28 20 #12 CASHIER LTS. DIMMER DC 7 LTS #12 29 1.50 1.50 30 20 #12 DIMMER DD & LTS. DIMMER &PENDANTS #12 20 31 1.80 .60 32 20 #12 1 PRO SHOP FANS DIMMER & WALLWASH #12 ion 33 tQQ 11.20 34 1 20 #12 WALL WASH LTS, DIMMER & WALLWASH #12 35 120 1.00 36 20 SPARE DIMMER DJ 7 SCONCES #12 i20 37 38 SPACE PRO SHOP OFFICE LTS, #12 i?0 39 40 1 JSPAQF EXIT & EMERG. LTS, #12 i?0 41 1 42 SPACE SUB TOTAL i2 30 0 NOTE, PANELS B & BA b a gel.•J,t �c., r ESCH001 It- I,.<, PANEL BA BUS 200 AMP CU VOLT /208V-3 -4W LOCATIONi PRO SHOP POLES 30 MAINSa.` 20 ` MP DOUBLE MAIN LUGS MOUNTING FLUSH SPEC SO D ITE,GE LOAD CENTER AIC Svo DESCRIPTION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE D IPTION r LOBBY SPOT LTS #12 20 1 .80 1 .60 2 1 20 #10 WOME OCK" RM LOBBY CHANDELIERS #12 20 3 L50 ,60 4 1 20 #10 MEN LO RM, LOBBY SCONCE LTS #12 2-0 5 .90 1.96 6 1 20 #10 A/C 1. T , R S. LOBBY SCONCE LTS #12 2-0 7 .96 .80 8 AMEN REST EMERGENCY LTS, #12 20 9 1.00 1 .80 10 EN REST RM. SPARE 20 11 1.00 80 12 T M SW & BKTiL SPARE 20 13 1100 14 " SPACE SPARE 20 15 1.00 16 . SPACE SPARE 17 1,00 lEl" SPACE n 20 22 24 .,. 26 2 28 30 31 32 33 34 36 38 art 39 40 41 42 B TOTAL 4'16 4.66 TpTAL PANEL BA = 13.92 KW = 39 AMPS " PANEL B = 40.13 KW = 112 AMPS FEDDER TOTAL = 62.35 KW = 151 AMPS ESCH001 PANEL CA BUS 200 AMP - CU VOLTAGE 120/208V-3 -4W LOCATION, CART STORAGE POLES 42 MAINSi 200 AMP M.L.O. MOUNTING SURFACE SPEC SO D, ITE, GE, LOADCENTER AIC SYMM DESCRIPTION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIPTION CART STORAGE LTS, #12 20 1 1.26 .84 2 20 #12 NITE LTS, CART STORAGE LTS, #12 20 3 .84 1.50 4 20 #10 SWITCHED LTS, CART STORAGE LTS. #12 20 5 .98 1.1.50 6 20 #10 DOOR OPENER CART STORAGE LTS, #12 20 7 '98 11.50 8 20 #10 DOOR OPENER CART STORAGE LTS, #12 20 9 98 2.50 10 p # DOOR OPENER .BATTERY CHARGERS #12 20 11 ,60 .00 12 20 #12 OFFICE RECEPTACLES BATTERY CHARGERS #12 20 13 ,60 11.00 14 20 #12 RECEPTACLES BATTERY CHARGERS #12 20 15 60 1.00 16 PLANTER J.B'S BATTERY CHARGERS #12 20 17 .60 11.00 18 WP RECEPTACLES BATTERY CHARGERS #12 20 19 .60 1.00 20 WP PECEPTACLES BATTERY CHARGERS #12 20 21 60 1.00 22 WP RECEPTACLES BATTERY CHARGERS #12 20 23 .60 1.40 24 20 #12 LIGHTS BATTERY CHARGERS #12 20 25 .60 1.00 26 BATTERY CHARGERS #12 20 27 .60 1.00 28 #10 & BATTERY CHARGERS #12 20 29 '60 11.00 30 20 #12 BREEZEWAY LTS BATTERY CHARGERS #12 20 31 .60 1,00 32 20 #12 WALL BKT LTS BATTERY CHARGERS #12 20 33 60 L00 34 20 SPARE SPARE po 35 .60 1.00 36 20 SPARE SPAC 37 38 SPACE SPACE39 40 SPACE SPACE 41 42 SPACE SUB TOTAL 0.8 TOTAL 33 •; 8e � R L.. = ' NOTED BATTERY CHARGER LOAD IS 1000 W r = 600 W/CHARGER H001 BAT BAT BAT , a _ OCJ��C� [own ®®®�Im loomm � N= i EETi7I1•!'� TAGE IS, SYMM TT -TRIP SPACE I 1 1 41 42 SUB TOTAL 7_20 7.20 7, !0 TOTAL 21.60KW = 60 AMP NOTE, BATTERY CHARGER LOAD IS 1000 WATTS PEAK x 60% DEMAND = 600� d A BANQUET SERVING BUS POLES 200 AMP 42 VOLTAGE MAINS, 120/20 200 AD FLUSH SPEC SO D, ITE, GE ` D CENTER AIC SYMM ION WIRE TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE A & LTS #10 30 1 1 2.64 .64 2 20 #12 CHANELIERS #12 20 3 1.80 lA0 4 20 #12 DN. LTS. #12 20. 5 -1. 0-0 F90 6 20 #12 PADDLEFANS #12 20 7 .60 1.90 8 20 # ay RECETACLES SERVING REC'S, #Ia #12 20 20 9 11 1,00 .90 1.00 1.20 10 12 20 12 #12 SERVING REC'S. SERVING REC'S. DNLTS. S. #12 #12 #12 #12 20 20 20 20 13 15 17 19 1.00 1.05 1,00 1. 00 1,00 1.92 75 .' '0 J 2.0 #12 #10 #12 #12 NT DNLTS. #12 20 21 1.50 1,00 22 20 1 #12 REVISIONS 3-10-95 ADDENDA #1 3-20-95 ADDENDA #2 & SCREEN T S. :PTACLES :PTACLES :PTACLES RESTAU NT PENDANTS #12 20 23 1.80 t. 24 20 #12 PLANTER OUTLETS PADDLE NS #12 20 25 b0 ,80 26 20 #10 STEP LTS & PLANTER PERIMET R DNLTS. #12 20 27 �`': 6 1.20 28 20 KITCHEN LTS. PERIMET R DNLTS, #12 20 29 .96 1,20 30 20 KITCHEN L"TS, HALL D TS. #12 20 31 32 20 T RESTAU NT REC'S A12 20 3 .90 34 20 SPARE RESTAU NT REC'S 20 5 .90. 36 20SPARE HALL R 'S. 37 .72 38 SPACE BAR ' !HF F REC'S, 20 39 .72 40 SPACE SPp' 20 41 1.00 42 SPACE SUB TpTAL 11.55 13,70 12.51 TOTAL 37.76 KW = 105 AMPS ESCH001 PAN _KA BUS 225 AMP CU VOLTAGE 120/208V-30-4W LOCA ., ,KITCHEN POLES 42 MAINS: 225 AMP MOUNTNM r'LUSH SPEC SO D, ITE GE LOAD CENTER Al SYMM J2#12 ITE? IJLSCRIP TRIP CKT A PHASE B PHASE C PHASE CKT TRIP WIRE DESCRIPTION # ❑ :., FAN 1 1 .4$ .50 2 20 #12 FOOD WARMER IIA ATE RM i 20 80 .50 4 EEZER 20 5 1.14 .56 6 20 #12 FOOD WARMER 12A C. REF GERAT 20 7 L80 ,56 8 ASH RE STER C3 20 9" 75 .80 30 20 #12 TOASTER 40 EFRIGE TOR 20 11 1.44 .BO 12 SODA SY EM 20 13 1.20 2.15 14 30 #10 MICRO -WAVE 38 ICE TEA REWER 20 15 L50 2.15 16 QUADPLE RECEPT, #12 20 17 .80 1,20 18 20 #12 COFFEE BREWER 36 SLICER 1 2 HP 42 #12 1 20 19 1,12 1,20 20 RECEPTA E #12 20 21 .80 1.20 22 20 #12 COFFEE BREWER 36 NDWIC UNIT 44 #12 20 23 86 1,20 24 I TEA' 36A #12 20 25 11.501.80 26 20 #12 TOASTER 39 REC E #12 0 27 80 .80 2g GLASS RIG. 26 #12 20 29 1,14 30 20 #12 RECEPTACLE COFFEE ER 31 #12 20 31 .80 32 RECEPTA E ty - #12 20 33 80 34 ICE TEA - 32 #12 20 35 1.50 36 HOT GOD _L 30 #12 20 37 1.50 38 BUN WAP012 20 139 1.00 40 MICRO W% 3 #10 41 42 SUB TOTAL 13.66 11.90 12,89 TAL 36.45 KW = 107 AMPS x 65% DEMAND = 70 AMPS Q1 S+-"- sRIP CIR. BKR. OPE ATEINkY HOOD FIRE SUPPRESSION SYSTEM ESCH001 PANEL imp CU VOLTAGE 120/208V-3 -4W LO ATION KITCHEN POLES 42 MAINS, 225 AMP MOUNTING I FLUSH SPEC SO D, I GE LOAD CENTER AIC SYMM ITEM # WIRE TRIP CKT A PHASE PHASE C PHASE CKT TRIP WIRE DESCRIPTION ITEM # DISHWAS- 1 #10 30 1 2,82 4.00 -i 2 50 #8 HOOD EXH/SUPPLY 3 2.82 114DO 4 FANS - 2 2 5 HP 5 2.82 4A0 6 7 3,33 .86 8 20 #12 REF, DRY STORAGE 107 D.W. But HTR, IA #8 40 9 3.33 .86 10 20 #12 BOTTLE COOLER 106 11 3.33 0 12 20 1 #12 BACK BAR REC'S 13 1.28 1.00 14 20 #12 BACK BAR REC'S ICE MAKE' 19B #12 20 15 1.28 1,20 20 #12 FRONT BAR PLUGMOLD 17 128 1.20 1 ICE e 19 19 1.12 ,60 20 NRO #12 BARTOP RECEPT'S #12 15 TF 1.12 11.00 22 SPARE 23 1.12 11.00 24 SPARE 25 1.00 26 DISPOSAL RIFY) -- #12 20 27 1.00 128 29 1.00 30 REFRII;/F' - R 31 1,80 32 COMPP'" 24 #10 30 3334 OVER 35 i. 36 REF. is, #12 20 37 L50 38 FREE, ER #12 0 39 1.50 40 HOOD LTS, L SY , #1 __20 41 --1- 1 19,31 19,91 18.55 TOTAL 57.77 KW = 160 AMPS' w ESCH001 PANELZE, LOCA 11 BMW AMP MINIMUM CU VOLTAGE 120/208V-10-3W ICK TOWER POLES 12 MAINS, 100 AMP MOUNT SH BELOW COUNTER SPEC SO D, ITE, GE LOAD CENTM AIC SYMM M.C.B. ITION DESCRIPTI: WIRE TRIP CKT A PHASE B PHASE CKT TRIP WIRE Y CHARGER CLOCK CIP \ECEPTACLE 20 1 im 2 20 #12 DESCRIPTION Y CHARGER BREEZEWA, S #12 20 3 .80 1.00 20 #12 VALET LTS REC'S FAN COMPUTER Y CHARGER BREEZEWAl S #12 #10 #10 #10 20 20 20 20 5 7 9 11 1.00 lA0 82 ,80 1.23 1.00 .50 i 1 20 20 20 #12 #12 REC'S ROOF FLOODLTS ROOF FLOODLTS Y CHARGER BOLLARD L Y CHARGER BOLLARD =, Y CHARGER FLAGPOLE #12 TIME CLOCK & TOWER LTS. SPACE ( CHARGER - 13 1 ( CHARGER -`_ "" ^� ,. ,. IS 1 ( CHARGER 17 1 ( CHARGER SUB TOTAL 4.62 4,53 TOTAL 9.15KW = 44 AMPS °I. ESCH001 4r _ \e40l7\1087E-9 PD: 3-27-95 HVAC .: PLUMBING ELECTRICAL 'w.; THOMPSON ENGINEERING CONSULTANTS F TO ITHEON BEST OF MY DGE, THE PLANS AND SPECIFI- CATIONS " ' - CATIONS Y " COMPL VtTH T MINiNUN APPLICABLE BUILDING CODE ( CHARGER ( CHARGER ( CHARGER CHARGER CHARGER CHARGER CHARGER CHARGER _ 1 1! e W b U W O Q R 3 s ^ Cz r�rTi 1� API O a W ti (� 1 W z aL T W Q W o W oz u U Q U) o O W U WV J DRANK A )P. DATE 9 FE1N7UARY MW SCALE 1'1 P1.�Y JOB NO, 94081 SHEET E-9 fLk�rMfiS +r '4A4-t'y�n>d .. f >rhs�A$`�f •�Y ;.: laak�l��"zSJQ ,��;$xCr' r e. y 1 1 1 1• . 1 i t r� px,4; 'r�aa�frr: rr ynnr Kf .x. art+tt Bh�K Y�Ytl� Y' rt, d�,+� ✓4, �g j DI PANEL 'DP 120/208V-30-4W - 1000 AMP MCB - CU BUS - SERIES i, RAIN T RATED FOR 42,000 S.C.A. - SQ D 'I -LINE' OR EQUAL CIR. NOS. P S TRIP SERVES KW CONN, AMPS 2 208V WIRE N 1 3 50 RTU-1 105 -- #1/0 2 3 80 RTU-2 62 -- #4 3 3 150 U-3 85 -- #1/0 4 3 45 AC (281 FLA -- -- #8 DIV. AHU-1 5 2 50 ACCU-2 4.6 FLA) -- -- #6 DIV, AHU-2 6 3 100 AHU-L AH- STRI HT 72 5 #3 7 3 200 PANEL A 8 105 105 #3/0 8 3 200 PANEL BA & PANEL 63 151 151 1 #3/0 9 3 150 PANEL KA 39KW CONN, 25 70 70 65% DEM, 10 3 225 PANEL KB 8 160 160 #4/0 11 3 SPACE 12 3 SPACE ,z,... ® Cri{''�C•'kuY� ' L'x 51 y n✓ .A�s k_z Yv.�,prnrc: jr 4 r!r•r"'.,�` r ,}. bT�"�a �,-. :`'�'' F3 'fEr� ate,. �t ,�'}"¢ ¢ a a r now w r �I •;I�`'r1°,�.'� w{MME��; SCHEDULE PHI .r ME1i t1",� SLIDE =® �` DIMMER �COLOR WALL SWITCH & SLIDE� DIMMER COLOR • flr r`Ptvx v Wd�y ., ;k �v 1 1SWITCH & SLIDE DIMMER COLOR — REMOTE k pLwrH 1IMME BANQUET 1 1 1 1 t REMOTE DIMMER CONTROLLER VERIFY COLOR Y. �. 1TE MASTER DIMMER DEDICATED PRO SHOP DOWNLTS. NEUTRAL a � i`#"..� •. 9 i�,. r 1,wJ r '�rs � � 8 �' �� v .,, �g � �. �r�� '� ., ,. �P'e airv< g' n r, 3` m 111 ®1 11 - - 1 •t - REMOTE1 1 BXANCH CIR. BKRS. ,Y ry ri t '*..w�a, " 1 1 1 1 I / 1 - .4o i tl ��77:a �® A �,r r n'g}' s r,l 3� va.w . 1 u �^- � +.. x 3ffi� 1 11 1 1 ' 1 •' ,.,Jr+r„��.. W#`�`i:&. .JS�"". v�".sP3:ss�`"�R'. � .v+i�?^4.,�t"r�s'^4z,�.,. .,�,��'.. ..:;: a �.-.xdl et'`r� ��.:�» �V'r•"'„S'�.0 .,_ '^".$ r, �wYs�'�' sa>.&,crcu 5,'�, t'.. a R-LW/ IDD/ v PANEL PANEL PANEL PANEL PANEL PANEL CE, "CD, PANEL" k^. 12` x 12` W.P. GUTTER ,I , v 100 AMP q §i 600 AMP 120/208 VOLT 30-4W SERVICE LATERAL ' .. M.C.B. a, •-:a ,� Jti r pJYi• • / • 1 i Ifl. 1_ j 11,11"I'lif�)aA'y'' . { ° r A r,,;iJa g iF,.i�I+�V J r J e'�'.. .r tl', • iq �St, �r•r r v J'1'u{ a ��r� ifa4 f �4 ..: ,.. w'7.- i • , JT ^l tlof '"' S 4.Y5^e:}', . V `', ie:km . ..a. ,. e ay 'S "` y" +,y'v,` �.;'J�ix,'"+,�° r °z i.M,Srr, r, : i �'rz.. p 5d': F� v 5 L 6YdyR�,V"a"�fi { 1 9 J}„,. .M ✓ .IA:,3,1 'N' N 3' N'M,LY' .':. f. nn 'C, �r K"`a'" TY3!3 1 y .r . 6V g u \W+ /N+ IL-lu PO: 3-27-95 HVAC ArF ELECTRICAL PLUMBING ELECTRICAL THOMPSON ENGINEERING CONSULTANTS TD THE BEST OF MY KNOVLJfDGE, THE PLANS AND SPECIR- CATIONS COMPLY VITH TH MIND/UM APPLICABLE BUUUIILLLDDINNG CCOME. 2F A r•.. ~ ®L, 7.b 274-0200 Y BEACFL FLh 3�4BS=- FAX 407-274-OM REVISIONS. 3-10-95 ADDENDA #1 3-20-95 ADDENDA #2 ♦ LiJ b g U LL] } �Y e t O �1 W i O . W Cn z0 OLLJ T_ W Q U o O U ,v Q U o W /� n U J ~ N DRAWN AJP. DATE 9 PEOPLARY SCALE Ab 6HOWN JOB NO, 94001 SHEET