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Home My WebLink AboutHutchinson Island Club (Beach Club Colony) 16932ALTERNATE 2-TYPE "C" GRATES U.S. FOUNDRY NO. 201 (OR APPROVED EQUAL) WITH 12' OF CONCRETE FOR ENTIRE LENGTH OF SOAKAGE TRENCH, EXCEPT AS NOTED ON PLAN.1 BRG. 4 2" x 2" x 1/4 Cont. W/ 5 - 3/8" 0 ANCHORS 2'-0" O.C. WELDED TO $ W/ 3/16" FILLET ALL AROUND 14'- 4 _ 6'-0" 2'-4%2 1 I G -0 CONCRETE OPENING IN LONGITUDINAL "A-All � �� z1 2V4 DIRECTION IS 6'-1" EXPANSION JOINT SECTION A - A g%2 REINF. CONC. SLAB —I �"'� �"'— 'i 3/6" 0 ANCHOR 3 BARS a 12"O.C. I"ASPHALTIC CONCRETE NOT TO SCALE a 6n B ASE - - ---- S— 8" SUBGRADE a 6' 2'-0 6° -BONE LAYER 90* ROOFING PAPER \\ # 5 BARS c_ 4.5" O.C. j _ 3t0" _ -m "GROUT AROUND PIPE _ 8m CONCRETE BLOCK W/,VERT. JOINT LEFT OPEN 3/8' — -- -- -- 63 15" R.C.P, - �2d II' - 6" II' _6" �� SEE PLAN FOR PARKING ` l LENGTH OF TRENCH LE L WEARING SURFAIt CE f 3 x 4' x 4" CONC. SPLASH su 1/4" I I/4" /PAD e INLETS — ,�--------- 1 77777 - — -- VARIES \� POROUS NATIVE BEACH I'-4 SAND --SUBGRADE \ - i....G--3/4" WASHED STONE BASE iLM y POURED CONC. FOOTER ° �t3- W/ 2-#4 BARS CONT. SECTION "B-BNOT TO SCALE CR. u PARKING LOT SO TYPE " C " GRATE U.S. FOUNDRY NO. 201 ( or approved equal ) TOP GRATE EL. - See Plan I� N 4 , I I9.1 # 4 0 12" O.C. EACH WAY SECTION "D-D" AKAGE TRENCH CROSS SECTION SCALE 3/411=11-011 BRG. -� 2"x2"x 1/4" Cont. W/5-3/8"',0 ANCHORS 2'- 0n O.C. 1 #' 4 & 12" O.C. EACH WAY 3' 10" D -` PLAN VIEW TYPICAL TYPE "CINLET SCALE %2' = 1'-0 r GENERAL NOTES: I. Concrete slab for Soakage Trench, not located in parking areas, shall be 611 thick. Main reinforcement shall be #5 bars @ 611 O.C. and temperature reinforcement shall be # 3 O 12" O.C. . 2. Concrete shall be 3,000 psi. minmum @ 28 days 3. Remove material in area of Soakage Trench down to elevation of water table and replace with native Beach Sand. SECTION "C-C" NOT TO SCALE TYPICAL ROAD SECTIONS SPECIFICATIONS Wearing Surface Base Sub rode I" Minimum Type I 6" Limerock Compacted to 8" Stabilized to FLA Asphaltic Cnncretr. 95 `/o AASHC T - 180 Max. Bearing Value of 50 P.S.I. Cry Density 12" ST. LUCIE COUNTY ENGINEERING DEPARTMENT THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT Ti COUNTY ENGINEERING REQUIREMENTS AND: ❑ IS APPROVED p IS APPROVED AS NOTED I] IS NOT APPROVED ❑ SHALL BE REVISED & BE. SUBMITTED SHOULD SERE PREESENT DCTUAL HERE NlD AND IT ANYOAPPRO ALS HEREONRA E NULLE ANI VoSUCH APPROVAL SHALL C EASE UNTIL PUNS+E TS HA BVERED BEEN RE APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER Of RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN S*NS, A;:O CONDITIONS; HOR DOES IT RELIEVE THE CON. STRUCTQUIREMENTS UNLESS SO NOTED HEREON BY OUNTR FROM CONFORMUIG TO APPLICABLE COUNTY EN ENGINEER COUNTY E GDATE R ---� ----. BY V. I p PAV I I �ANn U W, r e tVl r i'3 r A P o A� %� � t �+ h �' a � e"4. t q k 6 ,OZi4,x 7 f1 `q.,r$' AP { r. arni`,,co PAVING +'"ft yNny.r�Y. SAND , CONDOMINIIJ 11 ip o wt �^i Cg1gF we:�yr a , i ^3 ✓� 'ti„ `' A� k F �`Ttx� FOR $MyBeach • Development Corp, &I COUNTY, FLORIDA 4"a P;.°$" . y r rn k a 71 f kw'S�9�a� "'NA w a ko°M h r �, IT T, Ts� N� IT, 11'-6" SEE PLAN FO PARKING 4C!ll�! ... ... is .011 15'1 R.C.P. si LENGTH OF TRENCH 1: '!i� g,4hig WEARING FA I V�W�Sow is, s ITT i —SUR 3' X 4'X 4" CONC. SPLASH T 'sp,ip 1/4 /PAD e INLETS M 1/4" A TI I "Mrs T, ss, �lIa v U�k POROUS NATIVE BEACH 104 "AII '�g 'Zi I - � 9W, SAND 0 OWI",Oi�'9 11'5� 5, IA ljTj 3/4" IX "!" ��, — I "' I'll, 0.. 77 �Tg I!�l Mln N51 '20 M A, siX, Ap, I MIEN TT �,A I711��,� I is "I'M POURED CONC FDOTER jW, A- W1 2 4 BAR$ CONT IL '05 'IT 3' A�CLR IT 4 ITT N� 11% ... it L� N i T, Is_ 7 Til A NTil, IT I ��Vw 'E't h RUMP r A A- A kT M.11 q IT Ndd l� U, IT 11.1i"It Tem IT TTT�, Fl4 17 T ITIVI ITT, sI I iT iL, IT. ST T' A10 Tl I H IT, T I, `s� n "Ll, 10 % T, IT Is, f �r L! R IN TO, 0 I 54 E 'i G �T Is :14 1 T el 'll- 10 IE;M�ZM :s 0N V'r 11ML, Toi, sill" "IN Ev'� is I, "T 6'-w T 'T 1, ss,,ft: FMIK _g JW44 7, !,ITT T' �Tn IT is Illiz; 'P, Z,4 HIT, T", C I;R "M # 4 P 12 O.C� r"DRg r%or 'E� r 11 ACH WAY �N 0 - 4� TNTIT g 5-0"s-5 -2 IN 115�_11��,, I - I M, r T, 11��_.'11� wommol l, ITT W, 01- WG g s". WE-, OT&Tffl ", & - In gg 0 wg # 4 0� 12" D.C. IE ON IT SPECIFICATIONS X TTI-N, 34 EACH WAY Wearing 'urface Subgrade F I-d"N' lI, " I I it, Minimum Typ e 6" Limerock Compacted to 8" Stabilized to FLA IR I,i pTTsw Itic Concrete 95 % AAS HO T - 180 Max. Bearing Value of 5C P.S.I. Aspha Dry Density is WE ;, ii"711 "Topm qq� "A Pl�qy NN IJTT�li 1,'� W, is T :IT sl Akg& -cnig TI %11 Is, IT 4, R R lT A V "JI PAVING an' 'A'sl U EM. TRIA'J", &FT� rgi t Z2 I Ni IA T -7 7771, 7 T '15,777,77— TIIl 10 Ism I 41 Beach CI 4 M11, M M "a sAk _Y ST. LUC R iiX "'7w* W _;A K M ANO a 5i g�`�'17,T$, L ljll� ITT 21,—, sn' 4� NWN,�,3y"'R js�' TOT LARSON, 7' no sj.Dili,l�%,;� IT fs is § - IN, I , � . I �il, Is_ 16 CON V, pr I I, �0', Is, T'i R" rill, p* q;n 'ITliTr,I,, s IT p gas, IT, I , , .., "! W, s'-i i I 4?�p� '4W Y If , g`&h ll' r`I IT � Rh a 2i: TTI S, IN v kvi�VRAW ls`4, �,J IT ch TO TO i AV'sil-I lis T 10 iT 1M, 4Mr CALE DESCRIPTION 11:T -T, 7 , T A S T ..... qHOWN :1±1 10 FAC1 NIIIIIIIIIII 11 = W± I NEEM M::MMW g MET aME- st WE ■tlt 2■�: ,_el■■■� _�1■■■■■ir MMiA' � � 11MON !!! !!! !■�!!! tL_ Ask � ..,... , NNqqq ■S�lN�� I9■I .-. �A�" in d�!®INiir �IYi �� Wd ■■■Nfi& Mompr ®mil J■■� AIMMIC m■■�AGRIM ��s➢N■�■�x -, N MERL VOW i !Wd IL �! it if 1NN MMMi ,i _ i .: .S,• NEW Iflt.c ,: 'M lM.!MMMMMMMMMMMMM iYm■IYIiIIY�fYMMMi6 .� ■■6 JAM=ANfm ,I .MMMMMMMMMMMMMMM If lMMMMMMMMMMMMMMMn d M�CM .'!M x ! MMMM MMEN pM MESON ML N MMM__�Iig�ar�Y ��a@ I� N�16 M1 IML i�—aa :d�t.,i is.6an�"�4`Slu i.' ��xz_,��tl�a""SC�lY3��m9B'953i®'tlJ3YiII��F , t ■ Not-, . lW■■■■!■■iilsang �■M� Tii 8■■■■■■■N ■ ■ ■ ■1�6 a „N■■■■■!■�■■■■■■ZMM■It■iawi A:MM::M:on of MMffT � ®M��':IMMENSEMMMMZMMSSM�I�M� f:l CL� m M::S:S:MMM MIMI � �NRMMMA L 'MM:::::Ci�C:::::Z:M=CMMMMSI=IMSlM� ■■■■■■■N■■N■��■N■■NMMMMMMMM %■■■N■■NNN■ °'i ■N■■N :::::MMMSCM::MM■:Ma:SCMMMMM �wr AM::MMM::::MMMM::MMM�1IMMMMMM� �MMM■�;•.M::MMZ:M::MMM�iMMMMMM� _An �""��■'■aCM:L M�aZ::MMMM�IMS:MMMMc� ',�1 r,NCEMCMMESE CM■M g::MI:::::MM::M::M::::::M=iMMMMMMCJ IT :MMMMMaSC::M::Ml:MMMMMMMlIMM� ` , � 13 �f A' n \ ■ /1 Ir 1\ 22Itx 22" OPENING 24"x 24" FIBERGLASS COVER FIBERGLASS BASKET WI - FIBERGLASS RAILS. SE INVE ELE\ SEAL IN PL w/ EMBECO (TYPICAL. < 450ELBOW, g �'——\ --—- ---- �� ------ �� -1-�r-� f � � 3" G.t.P ft--- O \ SEC IO SCALE "- o:' 450 ELBOW �3" PVC PIPE 3" GATE VALVE a BOX � x 4" x 2" TEE 3"x 3"x 3" DOUBLE WYE 450 FLBOW 3"PVC PIPE 30" M'N. COVER TO SEWAGE TREATMENT PLANT r 450 ELBOW SEE DETAIL 2SIBLE UAL 4 NOTE: IF 3- PHASE POWER IS NOT AVAILABLE USE MODEL SE-75 GENERAL NOTES; I. ALL PIPES TO BE CONT NUOUS THROUGH S .t7:E_': : 2. CAULK ALL SLEEVES BOTH ENDS, 3. LIFT STATION SHALL, BE AS MANUFAC;YvRED BY OR APPROVED EQUAL. 4. PAINT INTERIOR CONCRETE AS FOLLOWS APPLY A PPifA CONSISTING OF TWO PARTS BITUMASTIC 300-M WITt KOPPERS THINNER 2000, AT THE RATE OF 250 SW. F GALLON. WITHIN 24 HOURS APPLY TWO COATS OF 1NLJI: BITUMASTIC 300-M AT THE RATE OF 100- 120 Si; GALLON. l 16 MILS MIN. THICKNESS) 5. PAINT INTERIOR METAL_ WITH ONE COAT BITUMASTIC NO. r- APPLY WITH BRUSH TO 0814lN TOT.Ai_ PAINT TrICKNE:SE 20 MILS, PAINT EXTERIOR METAL WITH ONE COAT ;NE.R RUST INHIBITIVE PRIMER NO. 621 AND TWO COATS OF GLAMORTEX 501 ENAMEL (KOPPERS) TO OBTAIN A MINIMUM THICKNESS OF 2 MILS. 6. FOR ORIENTATION SEE PLAN VIEW (SHEET 3 7. ELEVATIONS SHOWN REFER TO M.S.L. DATUM 8. AL'- PVC. SEWER FORCE MAIN PIPE. 3'THRU 8" SHALL BE :;HALL COMPLY WITH AST D- 2241 SDR 26 AND PR 16j, SHALL BE TYPE I GRAr, I AND COMPLY WITH ASTM i784, AS MANUFACTURED BY HURRICANE PIPE MANUFACTURING INC. W 7 I JOINTS OR APPROVED EQUAL PIPE 8 'FITTING7 SHALL HF INSTALLED IN ACCORDANCE WITH ASTM D-23LI; UNDER;: _ FLEXIBLE fHERMOPLAST SEYcE F' PF: 9. WET WELL SHALL CONFORM TO ASTM SPECIFICATIONS (76-65T LATEST REVISION.) LIFT STATION DETAIL SAND CASTLE CONDOMINIUMS FOR Beach Club Development Corp. ST. LUCI.E COUNTY, FLORIDA T. WEBS AS SHOWN JAN. 21 1974 s 11 S.D. 73-210-01 e 4 c 4 44 D6-U§C'ffmm j 1` r i J " r, z r ,y z i rY`>x r3 . S " g F azl jr, W DI• END E, E 04 O.i i 11 10.20 57 k30 10 2.50 GENERAL. NOTE i. ELEVATONS SHOWN, FPFER TO J,S. G. $ THE VERTICAL DISTANT::; 1 HAN iS � WHEN WATER C;Ru , i'r w �.;•, IRON WATER MAIN SHALL BE USED, CENTERED ON IF TnL VERT'CA,, DISTANCE BETWEEN WATER M.A€N AND SAN THAN IQ" VoH= N WATER MAIN CROSSES UNDER SANITARY SEA-., IRON P!PF SHALL BE iJSED FOR BOTH I-INES, CENTERED ON 'Y' 4. THE MINIMUM AILOWABLE HORIZONTAL_ RF WFFN WA�k AND SANITARY SEWER SHAD BE 9. 3ANITARY SEWERS GROSSING ROAD R/# ,;'HAL, BE iO ROAD TRUCTION. 7. _ —SrPIFE4 B. MANHOLES AND 'MAINS SHALL. BE LO.:A' LO ONLY Wi!Hl' RIGHTS -OF -WAY OR I)TiL_ITY EASEtnkENTs>, 9. CONCRE,. I E FOR PRI= - CAST MANHOLES 5HAt..s. r F'T ELF ? r1 DAYS. 0 BRtt:< . rw,R £y'ONCRE.I E BL.w?CK SEWAGE COLLECT. SYSTEMS DETAILS SANQ CASTLE FoCONDOMINIUI Beach Club Development Corp. ST. LUCIE COUNTY, FLORIDA T. WE BB M Fir;4` AS SHOWN JAN. 211974 $ 11 S.D. 73-210-01 W0961- Y FiLTFR MUFFLER "7 - 1 MOTOR BLOWER I ELECTR;(.A PANEL FLEXIBLE CHECK CONNECTI0N, l VALVE fi BLOWER ASSEMBLY I %a' MALE LIMON ELL I /q X: H' G I P RUBBER /4 X I„ POWER RING RETAINER N,'T ENTRANCE VIBRATION BACK U� ISOLATORRING GIP ()lFFUSER LEG SLIP FITTING DETAIL NEOPRENE SEAL WELD RE BAR GROUT --- TANK SIDE /6 10/10 LIQUID LEVEL 2 t. WWF - -- �r 5" 6` PIPE /E LD TY FIBERGLASS 3 PLACE BAFFLE F 5 ADJUSTABLE STrL PLATE }: l2 X 2„ X 3„ LG DETAIL _A WEIR DETAIL TANK IS SYMMETRICAL ABOUT THIS CENI ER LINE lia A, R 10 i Il>„ SECTION B--B L T1T, I�H F F LE WEIR I 3" EDUCTOR ^ "� x/, 10 4'-0 3 12' 4° EL_EV Z. SECTION C-C INFLUENT LINE DETAIL_ A 28 16 T 'Y P I AER10N "ANK AERATION TANK AERATION TANK 50C;0 GAL 500 GAL j 5000 GAL I - ( UNION ELL I TVDI I I I , I i ; SEE SLIP I FITTING 4" DETAIL. 811 TYP r TYP ,q _ 3 12 HMOTO 21 ' COMPRESSION TYP TYP C r),(JPLI°NG TYP / a 2e_ X 22 OFFP41NG BLOW �+ 2 a 4 U_ I , S- R1 AL T i._ COVER I � ELEC_ 1 PANEL __.i /� 1 A j POWE i � ,Or, � � , _ ENTR N E- TYF? 5-2 /2 i �9° 4 0' 33 AERATION 4 f AL I e _�A_ SETTLING Ty F. TANK j 2`� 8 AERATION RATION TANK 5000 G� � 500C� GAL 26' �;.. �� — �% �= C' NK� 1 r 2611 6200 GAL IT S� 1 4' L?vOR T NT �6 NFLUE' 24 24 k r — T� 4-424' C''� HLORINATOI T" 12 X 12 OPENING 5__7 22X22 1 ETUR _ ONC. CLOVER N ERT PLAN C J OPENINGS` CHLORINE E`✓ - -- D 4 ST'L COVERS CONTACT D — 10 t - 183CX;A;. 96 i - HE BUBBLER NOTE j SEVERAL HIDDEN LINES v` E OMITTED FOR CLARITY Si.UD(,E HOLDING TANK j 24,: 4 w 311 5 GAL SECTION D-D EFFLUENT LINE DETAIL 2 C; __) x 41 A f• TYP MINIMUM BACKFILL 2 0 I F kjSE 8'- 9 rr .T Y L ---- �5-:_1'TYP 9 ? 11 F., SECTION A- z'-- 2" 8' 8 „ m 4' Igr SEWAGE TREATMENT PLANT SAND CASTLE CONDOMINIUMS FOR Beach Club Development Corp. (M ST. LUCIE COUNTY., FLORIDA T.WEBBLARSON, O'NEILL Ek'BAGGETT, !rv," C)NSJL' !NG +: Nk 'NE -� STUART, FLORID"A AS SHOWN JAN. 211974 9 11 S.D. 73-210- 0 A SECTION A -A 1Os 'ANEL O 11 SEALING COMPOUND TE- 2 TE-3 TE-4 TE-5 A FILTER (,DIAMETER 24° 36° 48° 60' B SURFACE', AREA IN SQ. FT. 3.14 7.0 If 12.5 19.6 C DOSING RATE IN G. P M. PER SQ. FT. 5.0 5.0 5.0 5.0 D DOSING 'PUMP CAP. IN G.P.M. 15.7 35.0 63.0 98.0 E DOSING ',PUMP MODEL SE 4-10-23 V SE 4-10-23 V SE-54-10-23OV SE- 01-10-23 V F DOSING (PUMP H.P (°(1 1750 R.P.M. I', 0.5 0.5 0.5 1.0 G DOSING TANK VOL. IN GAL. 500 1,150 2,400 ,00 H LOSING I TANK VOL IN CU. FT. 67 154 320 67 C)C;SING ,PUMP PIPE SIZE II4 a 12" 2° J BACKWASH RATE IN G.PM. / SQ. FT. S 15 15 5 K BACKWAH PUMP CAP. IN G.P.M. 4 I V, 188 2 4 L BACKWASH PUMP MODEL - SE 54=- 1 230 V SE.- 55-3 23C v SE -ICI - 1 - 230 V SE-103- -230 V SE- isi !V 230 V SE-153-30-230 V SE-201 - I - 230 V SE -230 V M BACKWASH PUMP PIPE SIZE ' 3° l N BACKWASH PUMP H.P (J 1750 R.P.M. .5 I. 1.5 2. 0 IBACKWA H TANK VOL. IN GAL. 50 5 1350 10 P BACKWASH VOL. IN CU. FT. 46 100 180 280 Q BACKWASH OVERFLOW LINE SIZE 4° 4" 6° 6FILTER R SIZ PERFORATED UNDEF 13ERiGLASSEPLATE 12 4 a� 3/; IA 42 U 3/8 D I A 84 Q 3/ D A S OVER ALL HEIGHT INCLUDING CONE _ 69''Y 63° 68" BERGLASS CROOK 23' X 5' 4' X 5' 5' X 5' rV W BACKWASH DRAIN PIPE PIPE HEIGHT HEIGHT 132/ 35% 35T,a '/236. 32° 46if46"46" 32° 32° X CLEAN OUT DRAIN 2" 2° 2° DETAIL A REV. N0. DATE FILTER MEDIA MEDIA SIZE TE-2 ART NO TE - 3 ART NO TE- 4 PART N0. TE-5 ART NO "- 2" GRAVEL 2" GRAVEL 1 /4"- I / 2" GRAVEL I / 8"- 1 /4" _ -�4" GRAVEL 4 DEE 4 DEE 4" DEEP I U. F 23 U, F. 4 CU. FT V�'F j 3" E P 3" E P 3" DEEP a C FT 2 C FT 3CU. FT. 3" EP 3° EP 3" DEEP 3° EP 3 U. T DEE 2 C T, 4" DEE 3 CU FT, 4" DEEP 41 T 4/DE E I CU. FT. 2 CU. F A 4 CU, FT."EE FINE WHITE SAND "DEEP I DEEP 12" DEEP CU FT CU. FT 12 CU, FT. f�J TE- 4 TERTIARY FILTER SAND CASTLE CONDOMINIUMS FOR Beach Club Development Corp. ST. LUCIE COUNTY FLORIDA _ DRAWN FIELD )U T.WEBB LARSON, O'NEILL 8 BAGGETT, INC. CHECKED APPROVED ,-CONSULTING ENGINEERS - [6q, STUART, FLORIDA DESCRIPTION By J SCALE JDATE SHEET PROJECT NCB, .... REVISIONS NONE JAN. 2,1974 f0 ®F S.D.73 y210 E 74 9 A v^' A D== 0� _1 , ( 1 �. `co O lie ti a of t r ! E- r 2o`5T4 n NT tr '58M6 — y"1T e r5®t2eP� w * J Q � r � 1'4 24 11Y1 EQ E0 1 g n �yALL b 8., FOLJi\1LA,T1(3NJ PLAN -ALT. N°1 N I- PILES TO SE bULb PIZESSUQ,E II\IJECTED PILES HAVING MIWIMUM ALLOWANiLE CAPACITY OF 150 TON46 PEQ PILE. PE2_F012M OUE: LOADILIG TEST, MIW, DEPTH 25FT, 2- LOWEQ PILE GAP ELEV, IF ZE:Q10 R:iY MECHANICD.L ORG5 3-PILE C0NT12bCT0a SWC&LL SUbMIT 5HOP DIZ&WINGS SHOWING LOcbT104J OF EACH p1LE, 4-`3EE OQ.G 58 F00 5WEAR W46.L DETAILS, ,r. �td�fuN�isl�m�mgm F—I P i L' 4*4(j f3WL5 1#4 EA,51DE e 1#4 t r y so4RDWLS, LL1. Z02NER TOP OF OWLS, OF P, 409 FULL LGTN • - FOQ ALL PILES v R @SHE�t2 W,&LLS 10 N I=4n 1� 4,I I'_41, ryl�gu 2�,1 1_4„ F, cA P Z P. I. F. ('AP TYP• pETA1 OF PILE d = 37'' t = 44" d = 41 " t : 48" W 51-1EW WLLL5 !a G 2EINF -7# 4 E,W, IZEINF, LW, 12#7 7$;4 LI-0 - ON Q 104 — } "� Q GRc7UNC' —._—_ r #4.11 Dw�s' I 515E P. I e F. C�; P PLANS :' p :DWLS' SAME SIZE > NO, Q A5 COL.' IzfiNF' p GAP GONG, , - 400O P61 — v GAP f2EINFe, AT EA, PILE 47x4'-O" NO T Ili= 2EIW �; EXTEND 4=0" IWTOCOP PiZESSURE IWECTEG Pli.6 T 1 7 1 e 4. ww. U PZE i W j Col� E PILE � !d A P CoA R THESE 54125 NOT REQUIZED M4CME GfZAVe 5eAMS 0"UQ 6z d= 41" 4 iL t s 4�" ON PILE CAP 121ta 12 #r? PILE GANTQACTOR 5NALL SUBMIT 5NOP 024WING5 5HOWINCv S W, TNL LOCATION aF EAL.N PILE A B C D E F �.. 4 _O -c • 1 1 ,} f\e: _j IIOg spring street silver spring, maryland 3 0 1 - 5 8 T - 1 8 2 0 �6 6 j r- r, Q 1 Ill a In FOUI�OATIOtJ 'PLAty .ALTEQNAT # I K+ a. �t P,oject yr. �:.Clle � 3 4 7 10 ?1 Or W h y� MQi Q cn -� W - - — --- LA. - —,' m. WALL A 5 � � 4- s� 3 No tr tK 5 �-b" :,n 1b, m;l 14�bg rj 6 ° Q1 1 Q^ Q�16 0- ` Q 01 � At —17 I - r Ll �E12 "6@69 1 ii � .. t � � � -- mr- BLDG. r � I _ l Up L/NE ABOVE r 14'(o6 9 I I 9I r a s 6 Q p 0 �0Q 1 0 4 W WALL 8 tr PILE Y,EY- _- tn N F0UlVDAT!0N P=AN - A%T .�AIA7T5_ Nab O �. Q�O�ryh I- PILE5 TO 2>E P12ECAST CONCRETE 9ILE5 02 AP20VED EQUAL HAVIQC> VIIN11MUM 4LLOWAbLE CAPACITY OF 50TOUS PE2 PILE, PE12FO2M ONE LOADING TEST. 2- LOWEQ PILE CLP ELEVATIOU IF 12EQ'D. ?)Y MECH, DV_G5 5- F012 PILE CAP 0S.7NILS SEE DQG SIPS 4• PILE C01IT12NCT012 5HALL 505MIT 51-I0P OQAWIKJC25 5HOWING THE LOCATIOr.I OF EACH PILE. 5, MINI, DEPTH 35FEET , PILES TO 5E C&PAFbLE OF 42ESIS7ING ALLOWAbLF_ HOIZ1ZON%L LO&D OF 9 TON5 ..PPLIED QT TOP OF PILE. Q1 `L T5: 31' -- ,061 a, Q 0 �1 "1-h'Y A B C D E F G H 9r K i. M N P Q q 5 CA 7 9 10 N P 3 4 r Ln '•9I � 22�-1' ♦' +i A�?�n�f �x �"� kl Its ��''^ 4s a A4 � I � ii l014T IOtdt Io 4 T 10'14T � i R q4 52 ^ I a 12' 4T I'3"5 T Ilt)+`5T F - 1 *ET , 0 5"5Pa 5*5b i0*4T Io"4T Ie4T O"4T j r4"4T 12"4T i ( 12"aT I 1 -44T i v~ I 55P� i j i h'SP3 03 in ON L�L51J' !0'4T 5 �S 7c.7A1jfz#1 I'] G120I N D FLoa2 F RAM I IjG PLAN %a" - I-' o" 1 11/2" FQAMED 5LAb ON G12&DE . ELEV. TOP pF SLA.ib Io,G 2 - Pf2OVIDE 2" MUD 5LAb UNDEQ. F124MF-D SLAP_-, ON G¢AOE TO 115E U5EO AS WOIZKING PLATF02M FOQ F2AME.0 5LAb, 5- GENE2U\L 2EINF *4@ 14^ bOT, EAGN WAY 71-120-01JI7, 4 - PEINF, 5NOWN ON PL1441 15 IN LODITIOW TO GEN. 2EMNF, 5 - "T' -- TOP " b" A ibDT. bA125, PA A9 ?WD PAY ELEV. N1FG C7ROlJND FL 10.0 A4e/2 1a4 N -- —4- 2�l0 SLAP�QEINF 4" g 9 8' WATER STOP A4G�12" TOP OP iLe YON10 2"(o CAP 2>e 9 *4@10" DOWEL PILE CAP 5EG T I O1J 1-52 1f2u_I, 0"_ VI I [mI 11 DIQECTIOIJ OF OUTEP-MQS7 N Lb, (VZ OF R-EINF S _ N y3l10 TOP OF PILE =1u- 5LAb QEINF 2e8_ CAP beYONO *4t, log 2^ SECTION 3-52 8" �a WAT6TZ STOP *'4�12" 1"4@ 12" 0 2°to EL. 10, D ifl, I KEY 17 CON T SEGT IOtj 2-52 *4eeDowel PILE CAP /2" =I'o" @PILE GpP lb-Yawo I 5ECTIDN 4-52 2* S CONT Y2" ° 5PLI GE MO.5PAN 314 -_ 27COUT 7cALp�61nE PILE CAP 4*5 DOWEL �EYphip @PILE GAP - PILE . *4@I'Z"DOWEL FDN @ PILE GAP 5ECTIOQ (o-52 SEGTIDW 5-52 TYP.@EYTE210[Z PILE CAP 4 62ADE bM, yz„zI'. q B C D E F 04 Co I ( 4T IoA4�i Io"4T '.I i +ox4T + ,j `) 3 5T IZv N j 5"5b 5#5PA tt_ v I N I p - I- 10 4�— 10'4T i 10"4T I I cD I � 2tt4T I(o"5T i I ' o -- r --- �— — -�— --- -1 — -- — m -- a. (904T Gar a c I OA d 7 I p"4T {- -- -- 10 4 T�— ! I A 19*5T -� ItA*5T I >-lt,"5T Z _ J 1 0 5513 ,Ln 5#5 b d U 10 4Io"47 10 4T kO fl n 12 5T I 13 5T � � 115"5T 1 r -3"4T�-Ln � S2 cal I4114T I "qT I � d1 57AIQj12 3*55 ( `� Ir I -ao , 58] 8 1l0 4' L M N P Q 3 5 0 7 9 9 IG 5 f1 Q n F F G H J K L M N —y 1 I 13-0 1 T N FI125T FLOOQ FQA ANG PLA.Q ELEv TOP OF 5La.Eb 24-'-0'- t-5EE TYPICAL FLOOR FQLMING CLAN DRG S4 F-02 NOTE5 ¢ bAL&NGE OF QEINP. NOT SHOWN I"4 T 415 5LDPE SLA2 B '�" 5T CONT LET 5&LCONIES I - FL 2"1 '5PL ICE e MIP-9P�1J TENDON 0 4#4 8 �3e12° it 2�1 51=GTIDN 1-53 9 3/4"=I_0;, 10 11 SECTIOKJ 2-53 v: in' 0 N,a N 'J I IN;0 V Y Ln O ti Ln N ME I a i K L i 58� I 01 P 0 10 1��3y 11 P Q Revisions No. Date Item Ref. Seal Seal 00 D I E k l 0�1fICq 9�' F l W No. 11766 a STATE OF cl0R;aP rT<R G\" 1 E structural engineers tadjer- cohen, assoc.,inc 1109 spring street silver spring, maryland 3 0 1 - 5 8 7 - 1 8 2 0 f- i ¢5T FLooQ FQAMIKJ& PLAID Project S 3 Scale Date j - 2 • j 4 Last Rev. A n ` 1 4 5 7 z 10 TYPICAL FLUOR. FLAMING PLIkNJ 1/6"' I' - ON I - Co%2" P05T-TEIJ6I0IJED 5LA5 , UWLE55 K10TE0, 2-P05T-TENSI0NING 15 DE5IGIJATED t3Y TOTAL EFFECTIVE F-OR.CE (T.E,F.) QEQUIIZED IQ EACH STRIP Or SLAP 3- "7"= TOP 'b4,25 " PLOT, 6412S- 4- FOIZ TYPICAL TELIDOQ P20FILC P05T-TEIv5101JIN6.DETAIL5 5EE CMG 5-II 5- SEE AI2GN $ MEGH FOQ 51ZE 4 LXATjOhJ OF MEGW OPEwit465, Co ELEV . TOP OF 5LOb = 2"d FL • 34'-(PV2 Cot" FL (G8'- 0'/2 Vh FL • 102 10'/2 3rd FL + 43'- 1. -I+h FL -7 -1'- 3 4th FL 51 —7V2 8'hFL 85'-9'/2 511, FL + bo'- 2 9'h FL 94.4 fi s O N s It O tn r O F G H J K L M N P Q I s� n 5 M E E ff Revisions No. Date Item Ref. Seal Seat OO pIC\ �p l �9,Z I F I C4'0 d No.11766 1 STATE OF ` FCORIOP— structural engineers tadjer- Cohen, assoc.,inc 1109 spring street silver spring, maryland 3 0 1 - 5 8 7 - 1 8 2 0 � ll �� LJ� �LUED 7`(PIGA0L FLDOIZ. F (2AM I Q G PLA,Q Project Swq 4 Scale Date Last Rev. q B C D E F G H J A-� fi --- -- _ - -- v---------- - -- y -- - act 5*4 b 4-T Ln r 175K �' 2 S>7 N cn r � 1- i - (a�4T � { 8*14T 4"4T r! - 125K- 1 12SK, � ISM - - —r --- - - -- -� - Y 5o S 50« @ eo"4T co"4T cn j 1"4T I c) 4_ "4T t` G � 0 5o a 154Ln #st s �D Jt i Z »d ( 4�29L�pj T - c I) e IVT 4, 5 *dT oq v Co*4T 6#4T �� °� to#4T V -' #4T i 1 ---- ------ G j i i I- 9 9A47 - ------------ #4T 9` 4T i c)*4T 9"4T I.- ro I9*4T e, e, MIN IwItv 2 v h it #� In 1•4TAE, comr sad II « - _ DID ECTION OF OUTE20OS7 LdYEQ OF 2EIN9 N( 44) ELEVENTH 1=L0012 F2dN1IWG PLAKI 6 I- co'/2" PO)T-TENSIOWED 5LAb , UNLESS KIOTED, CLEv, TOP OF SLAP, 111'-5 2-FO5T-TENSION ING, IS ibf 707b-L 1E�FFECTW6. FORCE (TE,F.) f2EQUiQC-_0 IN EACH 570L1P OF SLAPS, 3- "T° - TOP bf.,QS "IFS" = POT. Eb,%,Q5, 4 - P02 TyPICh,L_ 7SWDON PQOFILE 4. POST-TENSIONiNCo DETAILS SEE DI2_G 5-11 S-5EE Ar2C" 9� MECH F012 51ZE $ LOCjc�.TIOn! OF MECH, OPENINGS 7 10 12 175� 273" f t �- er I *A. leT "4�1v"T + �"4e12"T 4 �2" 51GL3 ;' 4Y¢"5wB 4"5 3e 8" "#4e� ( W$.x :r m in ca to d:1 II 4�A 4�t �5>� _N 'N St _. , a IJ 1 41 14 I IJ 1 n `i(o I u l I7 i81 24-0 24- 024.0n i2-o 22-7 19 T5 IOOK 115K 1751- o5K too,, Il51f 1004L 125" 75K 1 225" 150K —� 175y- 1 LL i 6« S I F- 7 in �sP9 b'4 T I N 2 5K 275K ! j F115 i5K I "4e-12"� i I I y -1 U1 N j ! d - 4:104T #4T 4"4 T -I - - -- (c#4T g LA 50K29K 8 4T 25: F y din i 0 � $44T� W14T i aria . '�0 &114T 6t'4T , t.- J --- 8"4 T O 1 I i N In I I I� Q, Ifs JU `t �w rc_7e Item Ref. ` STATE ci -FIOU `°structural engineers tadjer- cohen, assoc.,inc 1109 spring street silver spring, Maryland 3 0 1 - 5 8 7 - 1 8 2 0 v ` STATE ci -FIOU `°structural engineers tadjer- cohen, assoc.,inc 1109 spring street silver spring, Maryland 3 0 1 - 5 8 7 - 1 8 2 0 v I —t � Y 9#4T #4 T 9#4T -I #47T to M N I 5 K 1 `N I v 5oK I 6i2 1#4T$6 COA,IT R, (- 10 aY2"SL41b � --- - ELEVEW7H FL002 +'3eIT' T45 .� 7-aNMiNG PLAN 8 416 ! 7-e;, y ; [� Project Scaie Date I-Z_711i x Last Rev. N P Q A 5 7 9 10 ► 7�4T _ — r Is A LIJF LIJ rt I d 1 41/2°5LA6 =2,&1"T¢b OOF F 2/Q\ Ir 1 I „I V 1 LA I - (o%2" POST-TENSIOLIED CO►.IC • SLAb , UNL,tV55 QOTED, ELEV 70F OF 5LAes 1191 ul'/2 2- POST-TE1.1510NII.iG 15 DESIGQATE=D 13Y 70TAL EFI=ECTIVS FoRGC (Tt F.) QEQUIQCD IN C-AGH 5TQIP OF SLhb; 3 - " 7 = -TOP t)/ Q5 " lb" = 60T, lbAl2S 4- F02 TYPICAL TENDOIJ PQOFILE 4 P05T-7EN510NING DETAILS SEE D¢G S-II 5-SEE ADLCH 4 "ECH F02 SIZE 4 LOGATIOJ OF MECH, OI-ZEVKjGS. n 61 I 4T4a couT �3°ul2"e y�- D112ECTIOW OF OUTEIZMObT Lt\`fE12 OF tZEIQP —� N F G 10 2 4%- o' 1'15 � 27 g 514 T u _I F- !n x x �, I l 14@10-T 1 I*'4ed-r 02`6 q 6 i I4 45LAa "' '%xil2%' A) *QF12'8 �4Q11"3 I 15Dbe3"4 co � W$�c1-6 a i± i --44 WALL C 1 " e.C; -7'(; 51 O all 8 4W 13� 0 L M N a 9 u 10 A C E F G 4 R t 0• t? jr r I L I i — I�ql� ell"r 'n I 44a14"5 to - I I. i " 5TA12 #( 20OF FRWil\(G PLAN 5TN, 1 2 *3 20OF 51MI-LA2 EXCEPT OPP HA A I- G SLAb , TOP OF SLb b ELEV ---------- �' 2-4 r o o L.1 LJ "4912"T I �� #4ft�12I"T I I*4ei2°T *AQI2"b C1I i I 44 cj = x I I-- --------- --- --- -_J----------I-------� ELL A702 TOWC-2 200E F2A,IY` 1NjG PLAN I/4° = I" C) I- 42 L b 70P OF 5L_A 1b GLEE/. 138'- 13/4* i , '6 21r o 0 IF, #4e i2„r *4e12"T *4G 4YT5LA6 ~ 4'/2"SLAB s 4 S>��3'" ,��''�. I I ..# ,. a 4@bu a j 4/2"EKAb A g� _4/25LAQ� *4� a" f'� CIF eEq l�) *4@ 3 dy t I *4e - 8 N L� 5TW12#2 - 55 / ELEVATO¢ 5HEAVE R>0 0Y ELEV. MFG. ELEVAT02 MAGHI ►JE 200M P2/.\M I NG PLAN %4I, = I'' O" I - ELEVATIOU TOP OF 6LA6 129'-I%4" ALI 1. bmM 42E E2EGTED i 2*4 FiLL�1 C-LEVAT02 SHEAVE bwii"' z CONC/ .1; BEG. PLATES BY d ELEVA'TO(2 MF'G ww r`n52 0 0 0 l-C; 5ECT►ON 1 -57 I/2nzli O�, z Q J u U) JF M MAGH,r M4 =t 2* 4 r M53 CH. ROOM FLDOQ F 5EG71QKJ 2-5-7 5EGTiONJ 3=57 404 CONT 3/444WC_FIO12 ADD L 5OLT5 @ 2,-a, E�ALCONY I°CL� 4"4 @ E4GW TOP REINF SLOPr_ ; ANGW0I2 DOLT TENDON 1'47tb J 5 L- C T I O KJ 4.57 5EGTIONJ 5-5-7 A5 QEQ D p�Y POU12 bPPE¢ WALL ELEV. MFG AFTE12 SL&b I']) _ P05T-TEN510NED #4e12° Ll 104T#.b GvNT- .S 5LAb 12EINF •TQOWEL 5MU0-iH P20VIDE 2 LA`fF_25 4 b4 Or POLYETHELENE ( sl 1 r__LEV.-56E PLAN E ItiF SECTION Co-57 SEGTio k,' 7-1-,7 GQOU 1,10 FL ,3 7 X 9 Revisions No. Date Item Ref. Sea! Seal P 0 DICK l //ham �S%IFi04 9�.\ O e No. 11766 # �, STATE OF *+� structural engineers todJer- coven, assoc.,inc 1109 spring street silver spring, maryland 5 0 1 - 5 8 7 - I 0 2 0 PENTN4005 5 `:h.«TION:a o;aiec. 1 Scale _•-, L<ie 1 77 Ir-s.r....v....a..."w{651 7 "px( b1 KP1 , ,.+�u,vxsx- a� ,.:mrxs�=�z,. tst'"wm*wsY::v.*«.wr✓:s D f 2 7 8 a 10 TOP ROOF ECKk DE% B ✓ DE.t E _ �1 / / 7H FL pOR DET.G ��pp 8.1G BEAM (TYR) SEE PLANS � �y 1 N 4, DET. E ---� - DET 13 EL• Ilq_! 12 DET D-- r 41I DET b DET D — - It —T A , �A, yam- . 7 ? <o f STAIR SLAB TYP/CAL I /ST FLOOR ' I — 5,O m 4°5 m TJ�T. D 3 8 5' O -- 1 1 1 1-J I m &T?10" N r � GROUND FLOOR EL. IO,O ,N 5B l� EL'LG�,rl � B-4 GROU/VO FL R EL /O. O 3`56 r_. T'�� 1A Il I 1 bok- A N WALL tZF-Jt-Vw, pM vwem, *4C 12'I 1- - TIEV TYPI IZEIWF, C EA, SIDE A5 SWOWN ON scWEVUL.ililliiliiilm IF LTYR 8" WALL I EIEW, EFIB 9 m 5+4EAe WALL OPNCV SEE AaaN. 7if TIE5 a 12"'4 I T 160"iw QEINF a EA, AS SuvwN SGuEO UL.S F. 8° WI W EF �O N in TYP WALL RLINFf. o -- .� N I¢3 � NDSE rY�IcA1. TYPE W PLAN AT GroUNC TYPt: � I AT # n \ " FLOOR TO I=1R5T PL0O6Z F125T ,.. A 9®✓� 4 II TYPE °A" 5NEAR WALL PLAI,J \ U /� J s r r` FLG! ?zGlhlF, 'SCE i�-Atl O —2 7 FULL NT: pp 0 P � 4 Er g" EA, WAY E,F, 4� 7 FULL F12ST FLCDR µTasm 4+� "I FULL NT, � �40 1 i �y g' t I b F52 15F 5CHED o- ' WALL REINS Lijjr, * 4e 18" "/& EA WAY 6A, RAGE o .i TYPICAL-��, Q 1 TYP. TIES LREINF G 3 ✓ 7P�11 "A, Y I� ► %I �. G e allair 'SEE GGLIE, F _ .7 r .! I'- a o' TYPE PLAID( T-YP C7 51MI_�AR p-r'""l, � t.l FG2�•II�IP Dlc CI�J T'ATkC7iJl SEE PLdN _ ¢ � y e,� M v - I -�----- ----1 -- -- � - — 2 , 5 N EA iZ WA LI N T � , , I ,1 � a �, I `\/1.�1 �. I . / J TYP, UNLE NG w CAI p --- �=� ___-_. --` I -- 3. SuEA�. ,4t/t...._ DUNG �?E_'• �_ �H,• _ a «P._ t 4" I-ca° �j• LAP PIAI,,,M �/�.i�T', f� hiW:. :A �<<�L. 1,1t� lar" 0 � w�i �ON � WALL �'1_!, .. ;: ,L u�' y a' i'rY , n , u (>7Ft�lP. ZENP, 14�- & °I-O 2-4 04c 18"t woolz _ � 4C+IE!& I-�OEIZ /� x Lam. D f v iV � _ _ _ L aC 7 F �,! . N W T • � lV -LOALL REINF. 4 G 18 EF TYP- . � , 5EE 5GµEOULE *! MANt�6e — 3 6E8" REIWF. C 4GoR.NI-, -TYP, TIC-6 C l60 7 FULL LIT. } H E A iZ WA LLca p *4�,la" Yk:11QIZIZr 004G181104c wuQIZ. t(D e.ji aim structural engineers tadjer- cohen, assoc.,inc 1109 spring street silver spring, maryland 3 0 1 - 5 8 T - 1 8 2 0 Project scale t; m.. iry '� A 3 C k F r E 0 10 114 - n K L M N P Q a L u M s c N E ® u u E GOLU MN N0. FLOOR A2 A A4 A5 A0 A8 A9 A/O All A13 A14 A15 A10 A17 B2 33 B4 35 BG 38 459 0/0 511 3/3 314 515 BIG 3/7 C3 C4 CS CCo CB C9 C/O C/l C/3 C14 C/5 C/Co I ISHEAR 5uEA¢ 5uEAR i I MACH- RM, (Z r WALL. iT PELA TYPE`a ITVPE (, D ° I 8x24 8X=41 1 MACH, 2M, F 16*6 606 I • 7� �$ ROOF i I /9 2la 27 3G 3 27 :-1 3Cv 3G 3G 50 27 2G /9 32 42 44 59 59 44 44 59 .59 59 59 44 42 32 35 37 49 49 37 37 49 49 49 49 37 .351 /0 72 /¢x24 /4X24 /4x24 /4X24 /4x94 /4X24 /4X24 /¢x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x2 4 /4 x_4 /4X24 ? ICaXL 1Gx24 /4X24 /4X24 ACx2 lCax24 1Gx24 /Cox24 /4X24 /4x24 /4xZ4 /4x24 /4x.'4 lCox24 /0x24 /4x24 - /4x24 /Cox24 1rvx '4 /Cox24 /Cx24 /4x24 14x24 1 5.W. I i : I I T H, FL. 4'*? 4*9 409 4*9 4*9 4*9 4*9 409 4"9 4#9 4#9 4#9 4*9 4*9 4#9 4#9 4#9 4#9 4#9 4*9 4#9 4"9 4#9 4*9 4*9 4*9 4*9 4*9 4*9 4*9 4*9 4#9 4*9 4*9 5.W, 5 W, 2 4*9 4#9 4#9 4*9 4*9 4#q 409 b"6 b"b 52 72 45 G8 G8 47 45 ,n G8 Co8 08 ¢5 72 ~ 52 7ra 95 34 //7 1/ Bra li 84 //7 /l7 //7 //7 84 95 7Co 83 8G G ll llra 8G Bra//(o //G ll0o llro BCo 33! /2/ 87 IDTNr FL. -- p 83 //G 8G //9 /19 77 8G/l9 /l9 BG //� 53 /l8 14 133 /37 /37 1317 138 137 187 /87 /37 138 14ro 118 /29 134 /8/ /8/ 134 134 /B/ /8/ /8/ 18/ 34 /2 140 m ' /0/ „ 3 q TH, FL, y` /ro9 /G9 /OS /2C0 /G9 /G9 /G9 /09 /ZG /GO 114 /4o0 /90 /89 2155 25�5 l9l /89 255 256 255 255 /39 1 /9G /GO 175 /8/ Z45 241 /8/ /Bl 45 2¢ 245 245 /3/ /751, l60 I /15 8 TH, FL, I 14 201 /G 217 217 /32 l05 217 217 2/7 2/ 1G5 ZO/ 144 201 245 24o 920 920 24= 24 32o 320 320 ?20 24 245 0 / 219 22 30 307 27 2_'7 07 307 307 307 227 /71 1 179 130 4 77HI, FL, /73 24_ 20/ 2G5 2�0 /57 20/ ZGS Zv5 2r0 6 2G5 20/ i242 173 241 292 Z89 334 384 ZV 289 334 384 384 384 Z39 Z9Z 241 26Z 271 967 27/ 271 36 7 -167 3�7 367 Z71 26Z', i /99 144 6TH: FL, r 446 446 44G 44& 336 333 279 -103 9/6 426 426 3/5 J15 4Z6 4Z6 426 4Z6 3/5 303 t 2/8 i I Zo/ 28/ 237 3/0 3l0 /81 237 3/0 3/O 310 3/0 237 i 281 20/ 271 338 33(o 446 446 338 336 /58 �1 6x24 /Ox24 /Cox24 /Cox24 Ica x24 lrOx24 1Cox24 10x24 /Cox24 IrX24 /rox24 Ica x_4 57H:FL, O! 4#9 4*9 4#9 4#9 4#.7 4#'7 4*9 4d'7 4*9 4*9 4#9 4#,7 q*q E O 229 32C 272 35> 355 205 272 3.5 34,5 3.65 353 27Z 32 229 315 384 334 60S 50 386 384 50$ 50 .5o8 5 84 84 131S 346 368 485 485 358 465 495 485 485 345 .358 :I�a 237 /72 U /ox24 1(ox24 109x24 I&x24 /CPx24 /Cox24 16x24 /rox24 10x24 1Cox_4 llOx?' 10x24 8x24 S,W. 4 TH, FL, k� 4*11 4*11 4*l/ 4#1/ 4#11 4#11 4*la 4*lO 4#/0 4*10 4#10 4*10 -06 <0118 258 35 .303 400 40C 225 308 4ac Wc 40-0 400 30h 359 238 356 43 432 676 57 433 432 370 -57 ---i-7C 670 432 4.30 3.56 387 01 544 544 401 401 544 544 544 544 401 387 25 /87 /4x24 14X 24 /Gx�4 X /Co 24 x2 !4 4 x /4 24 /Cox�4 /Cnx24 X /Co 24 /� X /4x24 /4x24 /Cox24 /CoX24 /6=24 /COX24 /GX24 /Cox24 8x24 S,W, S W• 5,W 3¢D FL, 4*9 4*9 ro#/l Coll 4*9 4*9 G#/l G#1! Co#ll Ca- *1/ 4#9 4#9 4*11 4'�11 4#11 4*11 4*11 4411 V7 6*q 606 616 Z 397 343 445 446 253 343 445 445 145 446 343 397 181, 395 476 47, 632 63Z 481 479 /v3Z 632 63Z 63Z 471 476 395 421 445 6 &oz 446 44 6oZ 602 (002 (002 445 4Z9 27c, 2o/ 14x24 /4x24 /Gx24 /U/x 24 /024 14x24 1ox24 lax24 lox24 /Cox 24 /4x24 /4x24 /Gx24 /Cox2t IOX24 /Cox24 /Gx24 /rox24 844 5. W S.W. 5. W, 2ND, FL. 4*/0 4*10 G*ll G*l/ 4*10 4*10 0*l1 #/J *?1 0#/! 4*/0 4#l0 6*11 G#II G*// oo#/l 04l1 0#ll 60S 64II 647 V7 31 436 979 490 410 27 379 490 4qo 490 0o 37 43 314 434 5Z2 :5Z7 694 69 521 527 694 694 694 69 -527 5ZZ 434 47/ 43 (06/ Gro 468 488 "1 66/ 6G/ 6,61 488 471 /4x24 /4x24 /rpx24 1Gx24 /4X24.14x24 1(ox2 1Cox2� 1<vx24 1�ox2rt /4x24 /4x24 /4x24 14x24 lGX2,� 1Cox24 /4x24 /4x24 /Cox24 /<oX24 /0X24 /0x2¢ /4x24 /4X24 295 8x?4 2/ Sw: S:w. 1ST, FL, O 4*10 4#10 8#// 8*11 4*10 4410 8#ll 8#11 3411 8#11 4*10 4*10 4#9 4*9 G*11 Co#1/ 4*9 4*9 Co#/l 04// G*11 Co*ll 4#9 6,,8 8"II 6�8 5.w. 6�8 34 475 413 53 535 30/ 4/4 y36 53 537 535 4/4 475 34 47Z 56? 574 756 75e 1 57 756 75G 7S 7SG 57 567 472 Sl2 531 7Z 720 53/ 531 72 720 720 720 531 5/2 3/4 23 " v `� /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /4x24 /Gx24 /Gx24/4x24 /4x24 /Cox24 /Gx2 x^' lG �; /GX_4 ?' X /4 Z4 x /4 _4 /4 x? 4 /4 x _4 14 AZ �4 /Cox24 x2 /G 4 /4 x 24 /4 X 24 x /Co 24 x 1G _4 /G x^ /4 x 24 /4x24 8x�4. 8x24 S.W, S.W: S,W. GaNp, FL. 4#9 4#9 4*9 4*9 4#9 4#9 4*9 4#9 4*9 �`�*9 4#9 4*9 4*9 4*cl 4#9 4411 4*11 8#11 8#ll 4-011 4411 8*l1 8*11 8�11 8#l1 4#r1 4*11 4*9 4*10 4*10 8*11 8*11 4*10 4*10 8#/l 8#ll _4/Gx24 B*ll 3#11 ; 4410 4*/0 µ.. 608 6*b lot II b#9 609 TOTAL_ LOA 423 636 470 6/6 616 35Z 465 boo 600 6!6 6/b 4(o9 536 } 399 544 635 663 844 844 b65 644 844 844 844 844 644 635 544 6/G &5/ 878 878 596 596 804 804 878 878 6s1 6/eo 347 25l0 4420 2596 2780 150 TON CAPAG FRANKS, INJEC-I PILPFZES iNJEG. PILES P2 P2 P2 P3 P3 P2 PZ P2 P2 P3 P3 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 PZ P3 /�3 P3 P3 PZ P2 P3 P3 P3 P3 P3 P3 P2 P/ pl6 PID Pll > AST, K I 50 TON GAPA , PRECAST CON PILES PS P6 PS P7 P7 P4 P5 P7 P7 PT P7 P5 /'6 P5 P7 P7 P7 P9 PI?P7 P7 Pq P9 Pq P9 P7 P7 P7 P7 P7 P/O PIC P7 P7V P9 PP/0 P1 P7 P7 P4 P3 OZ P44 P22 P30 ALT, /VOTES /, F/f?ST L/.STED COLUMN 01ME1VS/01V /S /N NORTy- SDU7'1- O/,4E2T/01V, 9 2. COLUMN T/ES 7-0 Be 03 BADS FOR #/0 COL, VERT OR SMALLER AND *4 FOR #// !/ERT COLUMN TIES TO CE -SPACE© NOT MORe THAN 12" OR GEA6T O/M. OF C44UMN 3, FOR CONC. 57RENGT/13, SEE SCHEDULE 4. SEE DWG- 08 FOR SHEAR WALL DETAILS 5. @ OF COLUMN 75 OF PILE GAP. caIJORT Dr 11 4- BAR ro BAR 8 BAR TYP/CA L COL, TIES DETAIL 1 A B C D E c G 2 3 9 j 7 fi 1 K L M N P Q Revisions No. Date Item Ref. Seal Seal -.-_ STnlf � structural Ter- e n g i n e e r s to dj Cohen, assoc.,inc 1109 spring street silver spring, maryland 3 0 1 - 5 8 7 - 1 8 2 0 d COLUMN 5GNEDULE Project S n 7 Scale Dote I -2-14 Last Rev. 7 R 33 SPAN / �—BOTTOM BARS EQUALLY SPACED RE/NF /N EACH FACE AS FOLL 0WS BM. DEP7H 24"7030"= /*4 31 " TO 42"= 2-*4 G" I BAR CHAIRS NOT OVER 5=0"0. C. YP/CAL ALL SPANS -.3" SEE BM. ; PROVIDE BALANCe OF S7/RRS e l2" _ SCKED SPAN L / BOTT. BARS 24 D/A , LAP co EF BM 3 NE D d� SPAN L Z _ MOTES 1. WHERE SCI-IEDUL ED CONT "BARS 70 BE CONTINUOUS FOR SPANS SCHEDULED AND MAYBE LAPPED 30 D/A. AT M10-SPAN ONLY 2• WHERE TOPBARS ARE SCHEDULED "FL LEN67-1-1) THEYSHALL EXTEND FULL LENGTH OF MEMBER PLUS TYPICAL EXTENSIONS /N ADJACENT SPANS TYPICAL. BEAM a/7d ONE—WAY SLAB BENDING DETAi:' CONCRETE BEAM SCHEDULE BEAIa? M4 'K 51TE REINFORCEMENT ST/RRUPS REMARKS W D TOP PJ07 END LOC E5&10 SIZE;TYPE SPACING 8/ 8 /lv 2*5 2#5 #3 TI EE IeI31034?8; 2Cl2" 232 6 2*6 2l8 "3 b EE /e3;4e(,; 5e3; L@l2" 63 8 /8 2'*7 2#l0 #3 '4 EE /e3 8c--(P; #3 'b EE /03`; 3e�," @8,`ee/2" A3 'C7 EE /e3"00,5t 9IQe/2" M61 8 24 2*1 21,10 *3 C7 EE 1e3;' 3e 5e8' r'4'' lea" 4e6; 5�P I@3, SW.: i� MP�2 S 32 2 8 2 11 4 '6 EE M153 8 1$2 2118 2111 *4 EE 1 8 15 2*60 2*5 �3 Cl EE I@'�",80W,12@12" 2 19-) 2*5 247 3 'E1 EE Ie3', 5c2;, ¢4214" QP�3 8 18 2 I 3 EE 10- 3", 5 0 e, 2 e 12' i �FAG.E. CJF suPFvtzr 'F.;erow > C x.L r.30 2 -5G"� TUP eA e r— -- —3_ t- ; nCS t1-Zt� L G `L!i L A�Tc✓- pTryILF-\/E2 _ " > 3 - m. _„.. It MtSt>✓C Lz T Wliyi 0 \ 15 FAG.E v CORNER PLAN TEE PLAN Opr=kit N.Ca TYP. CONCRETE WALL REINF. DETAILS SAME AS TEMP ,PEW= TEMP REI/VF / 2-O MAIN REINF AS SHOWN ON PLAN BM., OR WALL —� A *S HOL DING BARS AS REQ'D TEMPERATURE RE/NF. SCHEDULE SLAB THICKNESS RE1/0F 4/2"7-1-IRU5° '*3@11 512"7-1IRU6o *3 @/0 rp/2"THRLI7" "4 @15 72"7-1-IRU8" #4@15 ale 714RU 9 " #4 e 12 NOTE UNLESS OTHERWISE NOTED PROVIDE ADD/T/ONAL TOP BARS AS SHOWN WHERE SOLID SLAB FRAMES PARALLEL TO BM OR WALL MINIMUM TOP REINFORCEMENT -tor SOLD SLAB - F2AMING PARALLE TO BM, OR WALL P" vID�*4K41-011QFIBtR'L''Nl ri -- QI' A {, y - S OFF- ND M-Vze THrAIm N I FIlaK'i T7 I v `ID verzT --t - z"CL, 2uG(r. r -.. �. 47 NO, CCL 51ZE A5 Nf�E: '� rtar ice..-rE.Rt�tA.TE sranrzr � wr1c, i�.CGS- PLAC>G� t-GNG�„,� � G*/'L1�. 6'l,✓ 7Y P I C,6.L. PLAJ,,i CF 7f 5A. Z I t.-A GU L. JW4 WAGE OF -7 I CCU-I-P, *j 31f MAY _��I,MAY- IAVD'C, R vN I VrH 5FY64-1 , 1IpTL'.I,CGNTIhSUpl1S eo T, F`_ :5 TO P;e WITH A "I&J, OF `� p1A, LAv AT THE �p2. Ct /.,�. w1-tHlry G;'GS GF '7Nt� SPAN TFt� Cl LI G?C2 L2. F`� G H 1 K r � �^t • � � .i . , I ram+ i rr c r_.�.e- �--- I 4f ., t P w; C t E 10 .1 IN 7 9 10 USABLE POCKET L14 7ERM/NAT/O0,147 SHO 7' TENDON AT N TYPICAL TENDON PROF11 E ` ,`- DEAD END 41VC140 ANCHOR FIXED TO CABLE 3¢ "CC RE�'D HOLE OR/L L E-0 / W ORM FOR EACF% — TEIVDO�Nyj�®�B�Y GONTR. I, ¢ ABOVE AND — BELOW ANCHORAM .. WIDTH /*47�5 �9 1;'4 x 2-0 T TYP A 4- CORNER.: TYPICAL 1�'EINF. DETAIL AT NOTE l PRO(/DE REINF, AROUND OPEN/NG /F. (A) AREA OF BOX /5 GREATER THAN /00 SQ, lN. AND (B� LONGER SIDE D1MEN0/O1V /B /Co "OR MORE 2. WHERE /REIN=. AROUND OPEN/LAGS /S SHOWN ONPL DO NOT APPLY TH13 OETA/ A 5 L D FIRV I 7F 5C .,w 2 LF DS- Hoof - -- 3 f ' '°�' "r -- 100 psf ,• r fn. -- 40 psf plus 20 psf partitions ' WIND LOADS SURE X SHAPE FACTOR (PSF) r2 �2 x 1.3 = 28 27 x 1.3 = 35 I 3 x 1.3 43 2' '37 'x 1.3 4+3 3 j 41 x 1.3 = 5 46 x 1.3 60� 50 x 1.3 = lOO*i50 55 x 1.3 = 7= CODE = SOUTH FLORIDA BUILDING CODE k PILE '[i1NDATION Alternate 1s All pressure to have allowable load capacity of „150 tons per pile. 'The pilesflU ` -re to meet the requirements of ASTM-o1143-61T. The Pile CantraL full responsibility for the c�4pacity of the pile foundation, a lump sum regardless of the length c` the 'piles. All piles are to be er and have concrete strenth of z ' ;si . Depth of pile to be at All pile caps to h,,,r concrets 8" nth of 4000 psi, reinforcing s, "m to ASTM A615, Gz GO. Pile C. tractor is to submit detailed rval by the ding t�ei location of every pile. Al" d. Pile Ce: 3 C 'yen to an accuracy of ± 2Nz". i,.tor to verify the location -of utilities p-,or to pile driving. Sump pur,,: to be provided during construction; and after construction, loft as permanent ':red by field conditions. The size and 'location of the sump pumps are t ed in the field, based on the amount ©f water encountered during construction One pile test is to be performed prior s ;to installation of piles. The loading tryst is to be perfommed in accordance with i ASTM D-1143-61T. The loading or pile is to be maintained for 48 hours. Alternate 2: Precast concrs �i or other approved equal to have minimum allowable load capacity of 50 tc- pile. Depth of pile to be minimum 35 ft. "below existing grade. Perform one ivading test. CONCRETE - All concrete shall conform to the.ACI Building Code requirements ft 4 lei~ nno'rcing concrete, 1971 edition. Concrete strength at 28 days shall be as follows: ft = 3000 psi for all reinforced slabs and beams, columns (where shown on Schad.), end walls. f: 4000 psi for post -tensioned slabs and pile caps ft = 5000 psi for columns where shown on schedule or�rets mix for 3000,4000 & 5000 psi,, to be submitted for approval All reinforcing exc+'r >d column 'farm t Grade 60. Stir-= "s ;� .; to ASTM u WeI r to Provide , d orting rual .,. .a..:; •and Practice for .,etailir',,j N-" r,,i Concrete Structures i a;sh to have a minimum ' Cry ;- _ rh: 3" lnoiuding 2!' working slab For oll Tabs. 3 :. - ;dabs, unle :� to h6 b .ter>u•. ,� �� '>�._�t --t. '�;.mrrk„i �£ �.�rt.s,. .._. - .... _ _, . tC at s1aU A -i _3="a:9 at 4° G. "P,3 hed ''. s .". ',` p j:a °a?..:rl 'D i'te .a ..r .. i .Ci )k F .. 7 33 n; r . ,... - y r -... iyE.? r ..Y _' ., ,. 1f'Eo .. u"' i.. "i": :?,'. ('➢r .: Wi .. _7,I ,iFl, .,,. ic'. i' ,. x ..,._ a.. ! _ x. h or'� a',t_¢3,e for - .: ✓r�S t "�: �-. of i ,ir 4:Ly '"vh JC 5/1Gt. tJ 'a ">i 9 -- 611" s '„a .,.; 8 JT" turn: i .;,�,� �7 •Js� rx.. z°:., . :, r;t� �tcrete ma, fin 4„ l, 0° i„ .. €'ur as _ 6" x 8" lir;�,rk for e`r.,vtx s r 4 e 21011 ati. 9 114" O.G. -.wu .,. n.: gs,,,£--r, ,-�„ _.., .„ .•. . . _ ._rsas must be .4 yr c° or mev-. .. _. the i7sai—. ell is on thu share and trace psf and p e d 0 Y+ 2fa ..T �: "3 '.9�i Li4. ,.. ._ .,. t11) prnV_ t.,r..K--y�_ o.. ,.'r;� .., ., fEor �, '.iCS�s Cyi un,:;rsica1 contractor s` ur to _,rnish rust :ai engin er ,1 ea- on revisions due Gu cranes, q M N P fi �('evisions Nm Date Item Ref s i P(,AN -HYDRAN'i ANC-�H ARRANGEM�\EN'S I r41',NE R P. WATER DISTRIBUTION DETAILS SAND CASTLE FORCONDOMINIUMS Beach Club Development Corp. ST. LUCIE CQUNTY, FLORIDA T. WEBB AS SHOWN J AN. 2,1974 Wrl rd JL I LI, 't LI 9A�� I I rT I I n 5 7 10 FLoof, 1�7 s Z C JNIT 4 0P?051TE NAND 11 UNI75 OFFV51 T E NAND UNIT 7 OPpV51TE HAND UN175 LfL C D E 5 8 to I.1 i3 14 7 Z UNI i I F?OITE HAO 4 3 5 UNIT °I 15 ' �a . -n mk. Y ij, t�� v'u '''ti m .vi4�'`X ✓ M A.- Y N ��C+ xR X a a M� � �< GORRIiDOf�, 2Z' - DI 17 65) Ln L(1 TfIi5H u m I/zI GYPSUM WALLDOARD VAPOR I3ARR15Fi PULL 74C.A 5AT7 INSULATION METAL. 5TUD5 & IU1, 0.C. QA5AL" PANEL 5AND6LA5T 5INI5H W/ GONC.EALED 5A57ENEf 5 `�� mm � TOM M � 311•M 1W ma 10♦ 5 0 111 10 zt� Aw 'Fill, 4,S K 77, 1, rl :4 1, , -, t ry IR �11 , 4", n r� N� �:,I� td, s 4T ki Me 10 4 I'm A RM. NAME NO FIN15H NO. 5 - 7 g 9 - LO Is L-C" OF AVC77F INi*5 I 1^TM-1 — A i �U ,7CM -- I Nt- tT ti — I N )�o�MAri D�-J—_-- �_--� Nv -1 f vrTo st KM. .64, B f?' H- LT:-} C, W f� MIEN 4 woMEN L-O�'mfz' f, 10 D FLOOR MATERIAL R tc 1-4 u fl z ys- W �� o ? z 12, LL �( .A } i Q 3 `n D O cC tC _51a 3 �I • w1w C, • F G H J K L M SASE WALL CEILING TYP E MATERIAL MATERIAL, MATERIAL E q ( OL Z ,; z (. �, J 3 �� Z v r' Q Q ' z Q O I} Z zip �i } l cc j 7 �Zi 1L IOI i�; I�I i— 3 IZ Y IL Il] Di {� J{> Q i� Z odlfL fL �i� .;> Q J� J gyp! p �!f) 7—Q � c� � F o W w1 d;w Q In 3 Jam[ fl S� J� cc 1z; Q Z Ic cc O�O d J�iL 0 i�L >s� SI j1 W Q � v LSI�,3,3 � cfi - C 0 ommmo :7 11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EN MEN mom FIN15H 57AIP, FIN15H n 'C n 17 o W Z d Z 10 A Q z Q A p z w tc °� Q Y- p�p .. Q 11 Fl �s F10 AIM, wagon 4 � 100 wagon 4 � 100 � z NIP 4 IT- T1,I Yt k T w3 1-- T11 is Kv Hopkins Plaza Baltimore M's I wl�--.MwZqmm s IBeach Club Colony L Hutchinson Island St. Lucie County Florida WEST I �;Oject 1730+1_ Scale 111(o" Date 4Z Lost Rev. F A. I m r M AV, l ( f } 5 w'r; 'yy.. {� i ` � s I ,�'s � �[+'�` "'si;�. '&t*��...' '. z> .a •.1ss, sr y^ T f v L ! A � Y 3 V. s .. a 1 F r a_ v, �lsrs.,. _ '.a...tn_ w;e...vu= an• '� � ' � F� I s U �" s:�..0 det F".. ,,� . >._.'tF''v., :k' ..'� �. r: ,. H .n,.. ... ,a .A,. I_ _ _ � Y Y W Y,' S h n n • 1 � kii '�.' n IF r � f 21 w; txw P •v, � s a y rig r, Y war k Ys Y']k kJ—g�k'ke' 5 4 r ell t { V d'S 0 Vzc \ li I I 1 If It' I BUILDING SEGTIDN l SGALE /4" ' C7u y 5` I I I i 51JDF, GY SUM 1 WALLDOA p Cw 1 I !I 1 v EL. II°I.,14' 03 I I:� I 4 UPPER PENT. �I i II I I I I i II •b 5 EL. 102,O1P, I �� •ov - I I EL. 34.�4' 07 SUSP, G`{PSUM I I, I I I 01 ENTfiy I i LIVING AREA + _ \�Npp t •;• � •• .a I, SLR. 1 I, �< YZ Lo>3�Y I I Revisions No Date Item Ref. Seal 4 - +d` 3.v' x halr 4 I GSY� 90 SCHEDULE UJ i]J O O cc } xo 51ZE QZ 5 A 3'-"xC0'-8'' x I �00 8 a MEN mom -mu�ms ®��® SF ■® .■�®�■ ;.. i.. el r IN win" 0--l", ®® ® �ME 11111111®■®llml m r MIA 5 I I L I U(,d ` x AoCo 5 A Z,'S„x��_8Hx 13j�,n I — A01 — I l L Z'-c,,1-811 i Ao8 5 A Z'4'x()-B„ x I ?/60 1 A06 5 A z,_4, 5n V, 13/51 1 A 10 _ 5 A C A 12 I I L 504 11 1 M Cv 5 A Z'-&X&'- i' x 1! Ir I 507 — 11 1, WL8 5 A Z -4" X(p'-8''x 13 r x(p` g" x 1 n 1 ILL . x� d .■®® A.f MEN , �a FJL.1.`( L.OUV6?iELD FULLY lt7UVE,�iED FULLY LOUVERED PuLL.Y L.vuy i c W I Pr�F�+UNG W I • pp,ENUNG W l f2RVi4UNG L)LL.( L.OUVErE 5C-,HEDUL f.44 x TYPE tc �_. © Z Z F p j u� p r d Qpc .K V- owf� SIZE ITh tL LOUVER SIZE -j P F tEMA?vi 2) k' ;o l - A' b'r xly'-8" x I41' 1 N.M• ! - Pt�.i-} Ut�la - - -- - '02 ;ULLY `LOUVERED 1� Z!` XU�I_al{x 13!8'' I. W 1 FKEPUNG - -- - - Poo FULLY Louyvw 5YA ��_ ,� (.41- x 1 5�611 I PR�i+llNG 'oi 5 A Z�`4" x Cn` -�'' x 1-/5'' I W I PP�EN ilt�IG 'l0 5 A Z!-4 x�,, ��x 1 ,n I W I PREUUhIG .�. PD1 ' 8 A 3' uxCn'-8"X 1 -zY441' I i - Pi EHLkG Poe }- A Z_&},,�(p,_5„ X i �'8u 1 W I P�EuN� 5 A Z,_�i, is c'p'-g" 15/g" I W I P>a+Ui�IG V44 5 A Z.'-4'x �i-& X 1-'1/alr I W I PRE�iUNG -- �c_ I ?�bn 1 w I P L�U •1G _. X69— III M 5 UIX. wUVERED —_. 10 11 11 , L Z Lv xCt�' 1` I FULLY L louvcp ED Pi l 5 { Z-4"x (,'-8ri x 13 fg,i I �„l I • P5b4UKG - FULLY wuVBF QED - 3 SIRE D AND FP AME FIM 15H PEE SISfiANGE GLASS 1• 3 HlL . GLASS A OPAQUE PAINT `rINISI-I Z. Z HR. CLASS A 7. TRANSPARENT PAN T FIN151-4 S, I y2 HR. GLASS 6 3. NATURAL Ml. l FIN15H 4, 1 HR. GLASS 15 4. tiATUF�AL MILL F1N15H LAGQUEfiE.D 5. + HR. GLASS G 5. ANODIC, OXIDE (,OATED 17 to PLASTIC. LAMINATE DUPOGRON CAE I� A �ZTE5 DOD�i C.oN �TI�UGTIDN WC D 501LIID CORE - W000 VENEER 1✓AGE5" Z. WOOD 501-I1D CORE - F E-5 N OVERLAY FAG 5 3r WOOD soLi� GORE - Pt-AST1G LAMINATE �Gf 4. ' "D HOLLOW GORE _ WOOD VENEER F:*ACoE 5. W001) HOLLOW GORE,- 4Af2)05 JARD CP. WOOD 51FOILD - W040 STILE AND IL. , 7. Woo[) DIFOLCD - HARDPUARD FADES 6. HOLLOW META., y ,' I':.,,., q. ALUMINUM' 10.11, TEMPEf',ED Cat �S I j.. 0 . F� - -�q . , I N a` N 1 N D 1 r k w ",s y a. H..�''1.'.4 r 4�1z• 3'-�" 4'-10116 j 4'-10118" 47V 4-'-10'1 A -A - 10116 44z'' (z)'-3" �'-3• 3'-II�iZ" 10'-3l4" I -314" 12' - (o" W 19 W20 DPPOStj(_ HAND IZ'-O" (3 EQUAL 6ALCONYj DECK i \cpv t 0 '9 i� 4'Iz 5'- 9 5/4" 3'- 9 314" 4I-V 4" �'�'rn ?}�� "da 'kb"�;"•1 ,5x"...«, tJ" r;F ,w£. �.er 4x. r. �� O 00 9 9 SUDE 4JZ" 10' l" (Z EQugl SPACES) 4'IZ" 10'-"I- (2EQUkL SPDLES) e�' l . �? Syr!-ari AM Yi' . _,,,,. _._._ L.......4 .> .. _..,, .. «c. ..,., x� � .... w. I. _. . .,.,.1+. I' � ,� ° r�Fr . .?s.: a.,✓ ^'i.. 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I II. 40 -T� I T ( --- — UPPER PENTHOUSE //�� <� A, � P, 11 � L ( T t 0 i I01, /APPLIES TO STAIR Z only SCALE /4 ! o" ��/ Tu15 5E.L-, 10rl APPLIE-S 10 TAT Z ohLi 15 ■ 6 09 7 u F 10 1 L w S: N21 g' .4 ISAR �ELE.VATOR R00� D�-�.f� EL-,129.'- ' STAIR Z Ef_�vAToR MA�IGIN'E RM P'__b; 1 J I- �E.L. 1i9, 94' JOP ROOF DL(-V, I. 40 UPPER PE.N-(i-IOUSE, 3 I Co' MAC 1 a I N E_ ROOM ToP- mh N ROOF DECV- _ TY P1 cF LOOR 5 L A L Y I (o- WIDE. PIT 44(.V55 UOU ER ELE�V��OR PI_�_ M. p ,44 .0M J1 LL TZD t:)IH*j4 L 7, gommt2m f;7 \V4 A 41� � F, 14 Fm v P` AM 4 1 j, �'l , -,, " 7 13 71�0\VI!2� 11V TO 16 W4,1L T1 41, L 1 �-f- I-- >1 wg 77 gjg _j LAI 4a L7 —27 �4T E Lpe.,;u ro - WIT I "A 4 7,-Olz " I , I u ��Mws E F F v I "S, 3. 4. "Ol'o IL -Ir ZVI; 6d -47 E 1 0�4 it U, -Q' rF _79 T- g 74 1 �-2 F. Al 4t L v,,— �,Pt W, It C-� I A", - el )I 7=3 =,z-- R 4a 3MMEM" � 0 , 1c, q .-%Al 11 y )rida ITED2) 10F� A5 5po�� Lot,; a I 17 01 m baVTWe . 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NOTES I L.IGHTIN13 FIXTURE SCHEDULE I I ELEc�'Q _r�_ei____-evnnc r .. x uueezz t$"�� Nq'� Xll e*`^ r xy� 5�� k, �a i j ZV mk C All ti.,5tiv.^a w C x k x e l Li tyy`'yvk' i kh'�` �: Ti a Att9 j+.ke^ xy� $ N �& � k'd�.x, fie '*� 4 AR P `,a,°�. � �.� T"�^ � j k � r� Pr `i'•,�y' ^n . x� � iKs� ��ly5y� t s t � ' � R `�t°j�" ' r5 � i won, WIN 11 AYN�`� gm p-�l Al eq "', R "A �'111 NO p k 51 gin sQcw!Ng—m% a flu Th W�rpp % IV Mllllkll�,l -RE 1Y Wavy I Aw Ay 's F'kk, rival"' APY 'I MIAMI 2 1 Q M, MEW," �IWOW EL A B C D E F H J K L M N p Q O O O I O Q r 2m I i 2 OA Ll i- --j i I ' II I 31 m3 I I I I, 4 ® �I 4 B kW FC 2oB/23oV.01 --- ---.— 1 -- O� — - + - 5- 7. LW. cP 2Q0StOls 2 ova 1 F w CgANG� a ~ i ' ' _---- A&OVe LUMINOUS GE1L1Nca j r GEILINC* UNOEP-Orl E0. ! 1 r-- ---- II, \ SECTION II' / 5 � � r-I 71 / Ali--------- - J L._.— -_1 L__E-T I ! I I / I I I I f n II 1F7 94 - - �9 it 104 1W Revisions No. Date Item Ref. Seal Seal E.A. WAR.EHAM FL.O?-tVA ciIATE tiro. ti�53 S.ite1901, Mercaitie Bak ad lust Buidg 2H*i,P1,mBdl6rm hkryII 21201 Beach Club Colony Hutchinson 151and S-t. Lucie C o unty Royida TYPICAL APARTMENT TYPES A 4-- 5 project 1$ Q 41 Date 1/ 2/ 74 Last Rev. M N p i. 2t, • E.: r ,f i , r a Au K A k Y k w.' OMP, M� M' Mr rM . SWITCH AND FUSE f,` ITEM FUSE .': _ ,... . -'^ .• T' • :::.. - C L b�TYPE' SWITCH POLED .5 _ 'rS__ Cx L' GkL.pGr G es .34>'4W 1N IlPZW5V 225A_t s N�ZLJG5, ONLY ....:. ,:.. •_"., 3P. 9OA, G1JICk-.LAC, 6 MAI .. E_Fa; '_ POWER C.O, G T COMPAP.TMENT % - A p,� IP: 20A u.!G+H TINGa °JRAIJGHE9 3 �P 20A — i-!Cal-iTING !RA NGFr 4µ i 1 3P. 3OA� A,'c UNIT gG I • ' 2 COOA. 3 s STATIONAP-Y C/b .._, MTV MAWUALL W/ GP,OUND FAULT _�_.�..____ OPERATED PROTECTION-Ca.E-TYPE _ t: SYSTEM PE VER5ATRIP r - •' I : 9P. C.C>A. -� A,'C J N I T a B •.: s Cc I P, ZDA .. _ Q AGE W LY'` i 3P. ,BOA. TRANraPc�RMEP- Tf_; ;,y G 1 P. 20A. - SPARES �P. 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NO EXCEPTION TAKEN ® MARE CORRECTIONS NOTED RCJCCTED \�-�j��y'JI REVISE AND RESUBMit SEE ATTACHED COMMENTS rJ SUBMIT SPECWIED ITEM 1 FJ CHECKING IS ONLY FOR GENERAL CONFOR".iANCE WITH THE DESIGN-CONCEPTOF. THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUB' ECT TO THE REQUIREMENTS -OF THE PLANS AND SPECIFICATIONS, CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHI"H. SHALL BE CONFIRMED AND CORRE; LATED AT THE JOB SITE; FABRICA-,13N PROCESS_S-.AND TECH, NIQUES OF CONSTRUCI)N; COORDIWTION OF HIS WORK WITH THAT OF ALL C1HER TRADES AND THE. SATISFACTORY PER, FORMANCE OF HIS WORK. BEAUCHAM PI BROWN, IN'f. CONSULTI E GINi sa'T GATE SA,QO CASTLE, HUTc'i',a.J OI.1 IS-N'JD ; FL:om%DA T`(PS A v g Are P An1'S ,. 7r: t D� RE1l, of SCTa6D�LE * DUCTS 3/14 aF 1 ,Awki 0ESGRIPTIOAI___.— ?CAj-e Fay(. 5�29�74 - - LOWER LEVEL. PEWTHOUSE 5CAt...E ° V4" : 1' -o-I 4 UPPER LEVEL PEN17HOUSE Srl�k_E. ! 1/4"= i,_o" NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED C� REJECTED ® REVISE AND RESUHMIT SEE ATTACHED COMMENTS SU3MR SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFOR',ArICE WITH THE DESIGN -CONCEPT OF THE PROJECT AND GENERA-!. ' GOJMPUA:NCE WITH THE INFORMATION GIVEN IN THE CONTRAi;T DOCUMENTS. ANY ACTION. SHOWN TS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CON C—ACTOR IS RESPONSIBLE. FOR: DIMENSIONS Wiil,H SHALL BE CONFIRMED AND CORRE- LATED AT THE JOB SITE; F'ABRICA11ON PROCES-ES AND TECH- NIQUES OF CONSTRUEIIJN; COOP.WNPliON OF H S WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PER- FORMANCE OF HIS WORK. BEAU CHAMPIBROWN, INC. CONSU G " DAT � DY snac ce,sr�E F}u7CNsaSo�1 4s�a1.10, F�.oRl4q PEI.ITHOUS� ArC. PL.gN�y 4 S�2S/142 OF c { r i I � $" G.W•CZ E..T �JAP. +�a-rre �N crooc. „ I �-DNJV�tid '5 ,1 i Z 1/Z ,i I" GATE 4ek ;E (Typ) SEE +Jo'+ 7Q.... Dm-p,w LT(P) GGGZOUND Ft-a0tZ. 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FoR �Ll- E�S�� PIPW" F2oM GATE +/At Vrw To DIZA, J IA$11' PLUM MEZ (T(p) a o Zy2 -;� , t'/z� z w D E F A �6 :.�TfUL � JVJG, M�Gs 'Z UNIT- 1G7 �UNIT_ Z `tY?s- A) - 2 --� - 1 s '4„a1;N 1 [EA�2 s •� I °UP TO eX Aly o �. t�3 TANK* F UH IT- 5 (TYPS A) I2 i UNT-co UNIT- � ® uHIT 8 2 S r � i S e2 FDNTH0U5E LOWER ! EVEL, � i� i✓� TN�t� �� Lao�i I rzp*yPIM i'E zS. ` r s ' :,r 'r : i t'", Y q ya3 �,:;0i�.,,s{.�;sT,�,. lot13 fa 4 ffyFh: i c t u;. Pan � ..�,Y t 14 15 1 'I S n,. - a 4J1:t �TiG WATER ��EKv�✓—� SDI E it �NJTIL.�TYc 1_ 84 MECuANICA UIEC. CARD ROOM MUITIP_URP�JSE PINS S-M ,rPi-a 2 PIXT�URE IN TOILET , _ _ MAIL RM LO>'J� i N F0. - OFf ICE C� AM E fZOoM l IEATu ROOM �r+s � >�. M 2 T 4� R,LC2ao� — -- - - - Y / Lo ILA R ROoi �5 sdaEtz 4° N, S�t2 4 4 x ® e A p �, 2�2nLvJez --� 2n r•I27t-1 "ii{tL112p.� �� SLAE� -- f --.p o' F Ll7W SLA2� FLK-G(7. SEt GJW�, H 2 4 y 1 7-OOL r 2 n. `A E u — �tl SAT! ?AKY co 3— t1 R. c,o. d° II T " II - w} �5 L{ - R..EZgl) SLAFi 5° A it 1 0 ovatr� 6 5� ARY S�W�FZ a z L SIN 55EDW0H` �tIZ,� `r�r70p ) S SAN, 5 P- / t 4?RL ,ZSoD �-► 10 (C� - r MtrA 4 AItAgY �wEtZ RUU H D FLooP-) 010 - --- --- — -- — -- w IN -Lz, n v &p Top - — - — - --- k. ..tx s SITS EN1'etv- L �Ilc rPR-Y S�VJER A- - U-n AIQ Utz CONTINUATION 56E M1>' �a a'Fa i4 • t z ,* ` *v to k' ;a„e 3 &ert' d ,a 1 « -v. a.... w m; '�, s Y. a'. an y, s �. ry i w � AWVv AOS AT G1� 1 l ^K1 � (i .. .. ,..a.,a., ..iu. „5 a. .,� '.x.. "�•..�_e..ws �, _=a. r„�a�:i .rt= � ,. .., � .,.. «. �.-.x'aru �. ,.... I�� et t�'y.,� �� _.' �..,.�.�'� s_z -, ,-".sue r, -:... _ - ... V' FL/U7 i �W✓ice �J'GG MAN"T AM N o�po e;p -rucTwokt< IALI HA-ra a I S -M a 04frim"AM MR 110 m ff� �i� vowme, PNeFF-fze' WITH L'q:�KjHcv ��UAP�AHT5 A P 0, A, OUCT WITHIH oet 5"HOH& 0,A OUAOTMSIE�7, �Ow i am I I W I r Matt, AM' • 10 A B C D E F G H J K L M N P Q 1 3 4♦ - 5 0 c�lUNc� IH11q, 7-A N, FAN Go,/ SS1- TO SU3 GT. See cocO N TF-R- �2155,� cc�. Gc f 'PAN TO SU5 GT, SSE DG I L IZ' CORRIDOR Two f5Df�00M - CoL4 wATF.t lei 5E r=L-5c. ,arER r� 1!j 4 Add%h �`� � �� 0 N N U N ��DROOM#I LIVING AREA 7 R, 4zoo 300) f M =� '2. n ✓�` 5 FACK' 7-R In (28.�) �j25 GFM ' CZ A DINING APi�A t �j f TR, + c�uNG . r�PAN 75 rP O•lT �-Ii� ter, SCE L�'-r II- TH � col wA7�-'2 0 0 0 u u 4 S i c�Urvc� h PAN - �i rpm) 7v 6.18 - c 7" sa!E. L�F ;A/I- 5eL?FiOOM *Z. COM CORRIDOR !%2� t/AwF.f� GoNN S�;INKC�f2 N�t1D � TO 5EDF�DOM TYPE n In -'� � - = ?/�." G �L' the : ✓ - - lZi1011 5TAIR iq Pam- 41 C.7 10 11 Revisions Dote Item Ref M' o . FA / T7 .<ea la'rl 3 4'' � i. ' C � ✓�" m. , s±s.ry i .sty s� i i r,_ 4! Alai LL Ij Beach Club Colony Hutchinson Island St. Lucie County Florida i A B E F G H J K L /v v P G2 to uk 4 / 5 Sit�L 4✓TI`Z ��2'/2"l/T./Z• �I� ¢'/TR. 2,r �� ¢'VT,�'2. J�2%2//✓ 4t/TAl - - _ -_ �. - - -- --- - - - f - - - _ _ _ _ _ _ _ _ rR � _ _� y -- y --------I--T------T--Y- a 2e r-- -. _ r r u ,P�'1- - -j'--- - 1- , u 2nJ , n --T ! dl I /h I //2 (2 I 2 J n 3n�' I i2 , n u q Y I2 I F2 I 2/2"'}' 21d2n' 2 STG.JYfJ l�'C ' F22" ti'c�vel. I%2" FI I I F-3a F-l4„ i 2„ I F3 2� 2 f4 Il 13 F-1 I I ¢II I ll2" 2!/ 2„ 4 1272 — - - - - - - - - - - - - - - I - - -- ---- - -- --- Mdi — 1 2 I � r n S N - u 1 ��evis F5 Ia I I Ref. n I } l/z I �i F2 aSPOSaL Z_ i 2"FER, F41 4N lwl 11,114 �4 I F3 Fr I --- — — Il " 2'�T ��2p If2 r- — 1 i2 I f2 I' F2 ( %AND- T t a F4- I FI 4u I F3 F-l4r �le p�p054L - ' I /%2" f2 I 1 2u dL1/Yf 2,r! ry I a� %I IVZ F3 f l¢° 41f �� s,� y�l" 2„� 2' 2rr I l " a �r I I ( 2�¢' 4 F4 F I c �, � °£k +*•': I yp��,�.a � '�"�. �1 AA` �k. ,iY."4 � y °..r i°i. ^"�� hi �"�ti "�"� � '�k � N In4 _I ��/I ' I II � � � l 11 w .ram; t �..>;a n �;�:e� Gov . t 5.. , _., • ,�° +, . ,m_,�x>b .._... _ ., � vi �Yrs�,x t y x• � � �Yr- i ) 5 _ _ I 4- -- q Lsr-- -r---- a it t.l lily 1(2 I n u x I42- I 1 r2 Ile 4I2 4 I IIF4 F-I I F3 F-I „ I �: 2 ✓Z ,, �- F4 I FI 1/a i F3 F-l4, i �¢r, I l/2', 2' ,r � T 7 - - T - - - — -�' '-7l �' /'%2/ ,V7• / 1 I 4 � F2 � I Zn I �"'L 1 I �� 12 I / 1 fi- 2 STAND � /PIPE I 5 I y I s ( F�pE F4 Fn,4 � F3 1 1 ¢' -3 - 2�2 .2�2' 22I I I(2 1 I 3 p/ 4r, 14 42/ u 4 �2/2 n r_ _ — N - - ----- F4- F I i Hi u / ,.• .xi4.. �:.. r Y <. i�:, r Flt „4is � +Y �'iN'iw' t ! T .3 d �aY ,.. gaw 4 q 1. ,._., {. ,., • .� ro:. ...... . . , _. a ..., . „ Irv,... ♦ .. ,.. - 4 . . ._. -, . .. °. � ... �... ... n. Ye. � .. ... . i.' ..-- T -.. .S e ...' .. .. �..s- '� � � d. •M � �.. ;'y, - .- ..:. n:� I. ! ... �..: .�. _kx',. .. i , n ¢.t. i..�. y -... r..- .. l �.... .!4,A.n Ya�° 4- m {'NO ... ....., W .-. ..a -. -.-,_. .. , 135 SAN, ]=1XT /JNITS /o SAN. j'IXT, [1N/TS 74- SAH, �1XT UNITS (¢3 SAN• rIXT [IhflrS 12 �a4hl. r/XT UNITS 77 54N• J"'!XT UrIiTS S l`11 TA WA07 tt ¢ N .T S• [I sTA(R TOWER � / iL � ¢ 5 e �Yd G n L,4V U✓ l" HER �, �,• W7R ,:E wc, W.45N N7R Z4V we ::a4V cA✓ H. K.s^'•r rlrR. 'S - 14 GPM 44V MCua �a" Na�N. �R 7ua L N., zu K• swe R l" wG i %¢ CdV / /14 - N:�`s gas.' •' = i a n; "' S4R• n $ L,4✓ L..4V fir, �u NTR II O r ' x tA✓G ' V rlAC1! K•�•r u lye it , �tt jai x ® O IN 1 B� �M _ 9 ��M �, � each Y r � r " a , ° t sz V kY� A ub ml Colony rn t > ---- — � � _ -- -- -- --- - --- _ ----�--- - - _-----fir- ------ - — ----- -_ -- t, w_ t" e ,I ,n a'�{ a,, �Y,n �- ' .�. x�v �L, a' ✓ _, Fy l�^: � s ,:W� IEd': i, : � t ° �iVll I Hutchinson 9 f F k - --- - -- - -- - , „ Island ,•gm y y e t� v • F'+ v n rv, e , t � i n, -t I u St. Lucie County GPM - 9 CdPPt l'C11'P�Ai) — — -— — —_ _-_ _ � _. � FI or Id c1 10 FIRE Mose CA&NET w1TN --Wv 2/2 �ll L u XY � U / IV3 - i CefM NG rIG S 4 77 V VAT E,;1 —J 1101i VALVE # C PG°o AND N. r 5 CONHECika`l � 6- 5, O x `t /i 2`l2�If�RE • J?X �T CTYP/44L� ,; --r-K. MiVg TYf�IG�L)CONNEGTION ir'r�Aa+ un� tYR — — --- 2/2° (° �up,5.4Y , 4 *=„�i VALVE l We11 0,s,4Y VALVE !O¢ c PM N.rs. � : _,.. �: • • N7; 5 F G H �4 V¢ .r �� 10 uav /2" rl2' Kr, l U AV LAV MZ1k, r K, SgNK n M'R LQV VAC Z M, TU6 t SNR Tab �✓ A✓ M L K. Sn K HR. 22 612 LI (&•r;;, U 121 Project J,lj 11 Scale COL 0 W4 T�Ip 0AC1 pA MG Date iLN 2.141A } ✓ h T �. 5 Last Re,. J K L M N P A B D E F K W; 1/2(P ALL THREADED RODS ATTACH TO STRUCTURE HANG TANK AS IN AN APPROVED MANNER : HIGH AS POSSIBL Q SUPPORT AND LEVELING '-"`LINES SHALL HAVE TANGENTIAL ENTRY AIR I OUT RODS TO STRUCTURE I/g'�ALL THREADED ROD--- _ `�---------- i 1/4' TO -EXPANSION TANK- SEE DETAIL-- SIGHT GLASS VALVE B ...._._ __. _ ' / 1. rl � SUPPORT B LEVELING --_- ER __ ---- INSERT AIR TUBE u II TO B" FROM TOP CLIP ANGLES NUMBER II I I WATER I r WATER 1 / LOCKING NUT II OF TANK AS DETERMINED BY SIGHT GLASS AIR TUBE I 4 II METHOD SHOWN AT ---PRESSURE RATED II 2 ] I_I t d RIGHT I 5/"XIy" WASHER j�l� - -- AT 125 RS.I 1 ALL THREADED ROD ' II A I R SLIP A C E i ] B OUT ', I i IN '. TO STRUCTURE Ll ADJUST SYSTEM SO If CLIP ANGLE 3"z 3..zN ANGLE I f-l —THAT EXPANSION,__SEE DETAIL 8THERMOMETERTANK NORMALLY -- 5/BXIVp WASHER ASME WELDED, APPROVED, B STAMPED OPERATES AT MIDPOINT__ ----CMANGER __OF GLASS - PIPE SUPPORT -..� jam' • THERMOMZ_ —TO EXPANSIONEXPANS/4NTAPPIONG--- _ - TANK L THR ADED BULB •WATERiR�SIGHT GL45S VALVE rt THa cG ROD TO STRUCTURE�__ _- __ 1_. I`Io.DOte Item IN BUSHING----�- TEE RUSHING —SIGHT GLASS TEST COCK NIPPLE- '-BUSHING SIDE OF TANK< THERMOMETER —s eTANK AIR RELEASE'FITTING WITH a �_.--TEE w- , .I N07L LINE SIZE P ANGLES SHALL w" INLET VZBOILER GRAIN SET TANK DEAD INTEGRAL THERMAL CHICK Sp"• r,,, FACTORY INST- "o CONNECTION ' LEVEL BOTH WAYS AIR CONTROL. -LED IN ACCORDANCE VALVE WITH HOSE -- - - — STAINLESS STEEL END CONNECTION I' PIPE TO AIR RELEASE DEVICE - LINE WITH A:S.M.E CODE AIR COLLECTOR AIR CONTROL INLET ELEVATION SECTION A -A SECTION THRU CLIP ANGLE PLAN VIEW TUBE SIDE ELEVATION DETAIL , tl kzi x EI, LINE SIZE OUTLET 'Z :, '+ WATER _...PLUG CONNECTION NOTE: PROVIDE AND INsrau ONE cuR ANGLE" INSTALLATION NOTES- t, ---� AND SUPPORT ROD FOR EACH 200 L ' OUT e o e ? ..>,.��. 1 i.,r.' ,,^>>; 'z,ti£, .e,.X Aa ,"*`i •' o.- :,xA+ .Fg A OF WEIGHT CALCULATED WITH TAN' oO""e -. FULL OF WATER. MINIMUM NUMBER OF SIDE WALL e• e "" a „ i 1. SET THE TANK DEAD LEVEL BOTH DIRECTIONS. o".. ---_-- --_-- '�Y "'T;• tiV � '< '+ " i�./u ✓sl.- "x' OF TANK 33"-3'X CLIP GALVANIZED STEEL STRAINER WITH „ n" k -I , . CLIP ANGLES AND RODS •+{' ,✓ A1!" 3/16" PERFORATIONS HAVING R4 NET YI',.>• • _ _ CLEVIS HANGER _ . 4"- N G L E " e t,.: __ j ` 2. ADJUST THE PIPE SUPPORTS AND ARRANGE PIPING ADJUST SO TANK - FREE AREA OF NOT LESS THAN 5 _ v I" 5 ELONGATED .. a.. GA ,. .,..^.>, %br">✓er� E3Ffc: .'+ a Cx ..q,R?. - ^' /O - Vy X NUT SO THE TANK MAY BE EASILY REMOVED FROM THE PIPING. REMOVED TIMES THE CONNECTING LINE. - a HE - FROM EM ,' MAY BE R HOLE , 1r� 3 ARRANGE THE PIPING SO THAT THE STRAINER MAY LINE _- I"PIPE TO EXPANSION TANK , .,,` i'A'g'z ly:I�ITASHER '-V2ALL THREADED u ROD BE EASILY REMOVED BY UNCOUPLING UNIONS. IM4 d' yr r I'i. �'. �s i. I°GLOBE VALVE 'i ��' I c .A'I "-""6" - AIR RELEASE TANK SHALL ' '� 4F -ia1 '`'r?':' anl` xjFvr`'. 4. IF NO EXTENSION OF DRAIN IS SHOWN pN PROJECT '-STRAINER REMOVAL BE CONSTRUCTED, CERTIFIED " A ry FLANGES AND STAMPED UNION vc ., - PLANS RUN - IN ACCORDANCE „. TO NEAREST OPEN DRAIN. TTFI I' ELBOW I" ELBOW — ..— ___-- ___ - G ' � CLIP ANGLE FLA ' iu, '=` � r9;<7r " 5. AFTER THE SYSTEM HAS BEEN THOROUGHLY CLEANED " WITH THE ASME. CODE 'a. ,,., # REMOVE THE STRAINER. - SHALL BE PRESSURE RATING 125 PSI. '3 f—I"GATE VALVES-� I"GATE VAL GATE VALVE 8. CONNECT AIR OUTLET TO IONEXPANSION SH TANK AND GATE VALVE z , 3 I"COPPER PIPE E X P A N S I G N T A N K S C H E D U L E MAKE UP WATER CONNECTION AS SHOWN IN THE ` IALVECY EXPANSION TANK DETAIL. C ;'y I"COLD WATER VALVE ' � MAKE-UP - SEE UNION TANK NO, SERVES GALLONS DIAMETER LENGTH APPROX.WEIGHT INITIAL. PRV PRESS. FINAL PRV PRESS. r_ L .- ..31111111111111111 PLUMBING DWG m„y=r+J I"TEE I'SWEAT COPPER / 3 2' BLOWDOWN DRAIN i,. ", UNION I" .` ". , .. � UNION 1"TEE I"TEE CPIPE FROM AIR _ "' 'r "` EXTEND AS SHOWN a y a t I d TO SCREW IPS RELEASE DEVICE ON PROJECT PLANS 2" BLOW DOWN ADAPTOR ;. I"C HECK) ". ".• '. , VALVE I PRESSURE REDUCING -" + k pp r,I�n �I a... _. „r ,t-.:,R`,�"e„.a,... ,�a ..., e,# �:I' w.=rt ..n ,..: ' �.Y uT*`'t,,• ,�".., �' F'�r, �.i1b�lI Ta IT: �,I ;'! CUT A WAY U VALVE1-PAPACITY SHALL N LEFT SIDE ELEVATION x DI 15 GPM_ AT PRESSURE ' - a w = a IN SCHEDULE „ FRONT ELEV T 'IV,*- , ,. Y.. -: .,"., c3 .^.' 'k'.' + g44• _ A r [ LaI' &,rl � ,, :.: a .'"" >:`_ j' o "Ns a .: 'r ...x ,,5, k+ '� "L .r ,. ,k.: ,, '^Af :;il: :.:wa` s^ ., .., t ,:::: ,,,.. .: � NOTE: AIR RELEASE COLD WA ER MAKE UP CONNECTION DETAIL.-,. �, l D V E R ''$ ,I{ rl p :1 { , .n '',J! —� E SE TANK SHALL BE 44 1 0 ., ='.a:, :' i'. , • Ex[dd , .>z.; Y,Y' `s`+,3 Rac,,'=+'+= rn k wF, 1.='; .ErI 'k,.: uF'ri e"°,.q� "''s'.. ta THE FULL ° .,, ^:;;°'.`r A.'• q.-s'r v 7 _ V;a. . x ': ...;j RA wt ,. ;.al r Te7J Iw ,I, P St4. „ ,xR„I, } Ll LINE SIZE OF THE LINES •:: e p ." .,}x ., .,,, '+ w,L=,i.: „Lt" '.Y.:Wf rv?n- « ✓x u,.v %jpnlilq"i r L,.:P .r": r , :- ., ,",.., >."�,. 4 ,n "�5 .:'19's yk T+a'�'s� IN -WHICH IT IS SHOWN ON THE k „ .I ,. , x r .. .. , :. .. `, ' ,:F. ,t ,IY r.. t .I <, °A, , ..G y r w „�I' rrs� II ah,'Ilk�"Iw,+ar?d �. , PROJECT PLANS. DETAILS O F THE I ... , .t r.. .('.- ,. . .,. ,,, � .... .. ... .... .. e., ... a. I .. .. , .. ,..... .. INSTAL OF x ;<.,. ", r,<. .,,, �..,,.., r _ I ;,, , ,,., H E E PAN � k ", ,, _ ., :, , ,.::. , ,. , r � 4� al:, r.,,,..,au.r� .. < _ > : , .,>. , ,,..� �, ,., - „ .; .:� .., --.�. �w I� ,.r�� <, x,=�t . a�� A�,�s s.., ,. � ��t� dim. , r �„ e.r - " DETAILS OF THE AIR RELEASE TANK �, I r „ NO SCALE _ > Jr r 4%DIAL 4%DIAL 0-30"HIS is s 'axn 0-60 PSI 0-60 PSI K' 'GAGE STUFF WASTE A..L'W BOLTS TO PROJECT FOR " AROUND BOLT COMPOUND __ �_. -' ` .•' ,..GROUT GR' :'ING UNDER BED PLATE GAGE -- - a "- I- kF° ♦ x�r-. WHILE PO-J RING } t MAKE THIS DISTANCE EQUALGROOT t cc '-0 LUG ON BED PLATE / COCK -.r ✓I G. • .. 4 � r LEAV !-. SURFACE 'l � '�' fi' _. _COSINES ' AS FC,;NDA' ON' ✓ ✓.` " '' Sa._ .-� ;•' __ - d _ X- i,'LT" Ili - SHOWN FOR POLISH TO AI FORD 'CONNECT TO '� ,✓ K] : [� " u';:i -i✓ SUCTIOND : GAGE GOOD HOLE) FOR v - �>u✓� ✓ �� H^tT sucnGROUT oN PIPE PIPE a I� - I AS SHOWN ND.JI- 3U BELOW 3 TIMES DIAMETER.; F... c SUCTION SIDE GAGE DISCHARGE SIDE GAGE NDUIT i, l OF 90LT. DO NOT' A! ,/_ '.^ r ,- I aro,. _.WAGHcu EXTEND ABOt F. j. / - PO,GH SLIRFA'. - FONDAIION n ,. - : GNNE(.TIOC I r ) FIG 2- TEMPLATE OR HANG! T FOUNDATION 6 - BOLTS WHILr POURING THE FOUN DAP nN a cc -E SHA dc. AS .+ NN -c vR C PL-ANS FIG 1 ARRANGEMENT OF : ' JNDATION BOLT. „s,,, ,A VE47 , .' PRESSURE GAUGE 1i T 5EE £fiP)7 - BASE MOUNTED PUMP FOUNDATION AND SETTING DETAILS •S,IRE A FOUNDATION F.... . FOU PG ,ING DIS. ..HLJe THE FO.INDATION BL L.: NONE FOR EACH HOLD DOWN BOLT HOLE IN THE 5EDPL ATEi SHOULD RE 7 I SECURE.. IN THE FOOfVpA"'.bN 4S SHOWN ''N a S ' A THE 'Ni! F THE BOi.T PLACE 7 NOTE ,.OWE R cx T 2 E SIZE 0 THE PUMP r '3.1� � G^ A LARGE A' H P'..I r E SQUARE WASHER WITH T Hr V::4? h HC ..IIE FN NG. AROUND EACH 5'0?ION SH.a_L BE -HE I = _ N BOA"" FOUN04TION BOLT P: ACE A i'. PE SLEEVE, HRL� MES T4F D'AMET R Llc PRE SNOW •OG THE - _ �- -� THE HOLT, BEFORE y PFOUNDATION, 6Pc q cD'dc- '_ - 1 r� MY._v FACE O TI „EE FONDAT N.V CO NOT ALLOW HIS P cc T c H SUR- E ON C JAH I COGS4, EL Gr Y HFti �• �IaNLA ., Nt1�i'4 70 I� __34SHAL HE SEDUCED ., _ .,.._.: ..w - T T , Tw T FOR RATES 'Hr _ " ,- - - - N ORDER O ALLOW FOR R+.,UT, MAKE E < BELOW SIZE t AR✓L�� OF L # I: LE✓EL AT WH".CH "HE SECPLArE IS Ti) HE SE AHE' BUI,L.N11 THE FCRMS FOR POURING > THE FOUNDATION, HANG THE BOLTS IN THEIR (OHRECT POSIT )N5 BY MEANS OF A TEMPtAIF. •:., + A r AS SHOWN IN FIG 2. S H_W' THE NU' DOh1 T`IAT He RO T RJ F„ A9O:Vf THE NOT - , , ° _Y' y4mi)RE THAN THE Rf OP ATE 'a .KF. E:=.S A-. ,,wcJ FOR T T PUMP RE CCL 4'E .-.:. rT.V PL. ATE AT `HE i_EVE L OF THE r+rl..';EH - 4. a ,L:. PF:AC€. rsANG FAH hN THE TOM Y�SOM OA? HE: ti D „rA 'Ei BE' H N i r` 1 c N WrEh L .,n OF rEmH A-FEQUAL n,''r ,�,,, t. HEIGHT JF THE '13 ON THE REL Pt A'E I'll POI w Nb THE FOL 1 rION :EAVE THE TOP SURFACf ® 4 ' Rf - 1 DO P -" ^+E _v,'ijr, ." �`" • fin- ',"� ASSEMBLED LUNH ON Al't'E ,.',iaL4 (uM1 •;N� 'A TER HAS CFIRMULY ISET AENC".E HARDENED ATE I +W �,.MF Bc.: F,. A _.£ e • a °JMP BEJP A =+ ..r.� ,', r E _ 'tE s 2-PUTTING I%IT ON FOUNDATON _.._..._ _... _.,wA..i.... _ -__. THE OF 1O UN C A T.ON, 9REAX1rJG NOTFF AN iO(SE i E,F^: `I ^LJNCRETFt.E.AROUGHEN OTHEt'vtOUNDA`I(ltvl- '.NC E °, 1'PlC TOP WITti A STAR HISF:_, B it POL/GH Y t AN THIN TH(?Hr: Ni.r WI iHE. TOE' FRONT ELEVATION FROM GINS kN `v N SIDE ELEVATION r_ r.AT .Poy.:�SYT AW VLbFOR °.-t • .V a.. 3 +R E3 d R�:V q.- „ J QUIll"Y P„MP ST'UFx NASTF A .L ,D `-: div Dw' TBI ",I:; YRFIFN 'OW THE ,IO N 'LNG INTO ?:N F RESfL , SHA. •s -NIT 1 r' M0'_ES PREPARE ENOUGH HON WEDGES (,R ME"Ta ;r+IMS J A, i_}JW ONE TO HE PLACED e R:a 5 Jr $moo -.E M �E N R I C_C E 'F E A H I JN S DE OP EACH f I A E ..L NJ JN BOLT , ' t N lc H P'-'vl XIMAT' s T K ( 1 G : R RI HF 'N"' 4 J. 4" TO £ ' JM 2 TO 3" W F N Tr Cn F.N) H *-I Y OF GROUT T BETWEEN .. _ )'rip' c Iif ,E PJMc THE d, T lM )F HF HE F ATE l rV =/4 .',2 U '✓ y , B F NC4 N h HE R',)PL ATE TO A DEAD ' PUMP ALIGNMENT LEVEL a rx_,N, W .t1 THE NFD3ES I -T - NTPnI JF SLA HE,_ ST & S ART EA.,�1 9d_h LA 'TED P:.,MP LEAK HE 5., TbM O. -.HE 9E DPLATE B - i Ex 1 , +I H lI 'AKEN ENOUGH SET F T, P H S .,F ..,R THe N. �EM2vE THE WECGES } 'Hi wF >E rL WI Irt GROUT 8 SMOOTH B S+A ', AJF P M M HUH. ',RER AL,IN "4E JM W6f+ .- OFF ALL AROIJNC ' N _ATOR A :Lr Cn SA, BE RF- HDF.. 9 10'WA R^EO DETAILS OF THE INSTALLATION OF THE VERTICAL SPLIT CASE DOUBLE_SUCTION SINGLE STAGE PIMP N ALE�sl" LUBRICATION NOTE S :-AFTER 'GMP_ETtJN OF THE SICTrM AND HE R? ''_ IL' L11' THE PUMP, THE Pi M1' SHALL BI. L.UHR CATSD IN .TRIO ('. (1HDA I .E W TH THE VANJFA±I rIPF PS '%ST4,R,i ,lN P U M P S C H ECU L E ; 2 A WE.L NGTR LION "LaTE. GHAI, Er ',:,Ir:: ' THE PIMP IN -..,._.m....,�_...,. r.'r Ir ,: ,T -. -r _ T >.N W, ,, N$ T HE .NITS CF BRIf A' 4N0 THE R. NNE CUED FREOUF NCY ::r c� 3 JN PUMP N° <I N, r r • :v,r - CONDEINSc ! �-� - .. WAZK a $® ir70 rGj �+rd0 3 �fJ 64� t P7Etr f CoX<aAl2 „> r /� 9 vJ,4Tr1S� I l`i"/ ��% I1 %� 27 4JYL i / lG+✓ 11 II ry ` q 1F ix�h# :. F ..�!lli V.IfiGJI✓ "Ip,N/� 'vie /,'sf 4- HOT i — — — — VeNT rI _ >' V. ---_— i -i i Y +G ✓�✓ ''t 'C , ,P+I++t?�S ':IU E ,. 17 —._ - r1a,D WATER �I ANC' N c4-I� t�iWE „ - - - vVAT•-,R rIpINC7 Gz ccNt�N�12 VJATEiZ �-IF�t-'( plj'INC� : GfZ CA 1C �N�.6R iIl { eTURN pIMNC, t� (GN 7F115ATE FAIN f APING 1`iR� LINE plPINC� I r Yfk' uR'',+si.,. .y,, � + t7� i ralg :,." a ,:d, r , .a "� x. �` ;-- :.,I w s+. T < , -, a - �TiZ VENT Tked FX� ,rx e � �xvy .�, �t'.-.. 2^.) , "' "tt -.,,, .»,. ,,,, „Y..sa z. ,.,✓,.�.,., .., :,t !, r^.. :��. ,.:. t ,& NW, C.C3 G�IUNCo G-L.I�.L>; !� u•E TIDf'tt 1 R P x k T' "R. R f� � lHN 1ER ^�rl s E ' T'�'% t x ;�.• .. , it '� -F'� �7 � J `i kral 1 11+:yx ,i A*- �r y� ':r,'., v <q Try y'X' `� ,�, r w. ;,Y 1 T,F r i ,.a / o'h' i :v.+T v > l,r, asA' A r" I:,,: , .,AM :M tk ,+... � ., ... ....-el,.{�� .-., _., ,. , a , ! ., r e;i tx Yx-.. :-, a r. , 1l !+iv -:,re x*i.l Am .. .u— ,.... ,._t'.<. v.-: .0„ .x ..fi +„","4i:' 'y,"kie' 8 , , x �ri3' Nit'. *.' ,7r` «;'.,,,. l I.Vr Y, I 1 �T� i_'I �i`ri 1 Ci/ 6TL 4I GI\ +e'bcC'F'F a +ti w Y fr jq° y i? ,'Cy' ,', W s ',Mwan rci., +� U „y • F <IR '`0 ke n iryyE� .. yy y{ AR L .1 _ INN% UNITn.i:'� hW uC:n ;. &+: ,-'' „° p kr;' „ A T GCI. f: - r n _,-...:.. 5' .._ ✓ T,. r, ., ..ry .. ;.:'. t , .... ,, d a n:,. ,.,ay . reF, ..rt;,.t'>.. ,, v ? l= -.. .. t„.. ,,,o..+, .. ., .,� _" �-F °!'s`s•::'n'? .<X :, , ..,..... �H E,.g,�:�� s�4d fir, .. +.. . , „ , ... .r ..,........ ..: ., :. '.: ... . n, : t&. I•.,.,. �aa T.° .ar "' I t,. Q" t ast't.Itl =X,ih C !r r r1 ( Tfi Yn- A',«a Aa lY ws' ry,�x rY s.✓ ,1^ :F^ .& :I I >I cTO' fi I r1 _.. '- .{� /i � 'tr ♦i,a .. '' '� 3', x it „ =s `�k'n"z'" '3-*.' 1- .. -GYM �ot� t'' x ., 3 ,vu "# 6 C p E CLEANING AND FLUSHING THE CONDENSER WATER CIRCULATING SYSTEM AIRFLOW O SCOPE'THE CONDENSER WATER CIRCULATING SYSTEMS FOR THE PROJECT SHALL BE THOROUGHLY CLEANED SUPPLY AIR DUCT BEFORE PLACING IN OPERATION TO RID THE SYSTEM DIRT, PIPING COMPOUND, MILL SCALE, OIL, AND ANY AND ALL. OTHER MATERIAL FOREIGN TO THE WAITER BEING CIRCULATED G PROJECT DWGS AIR FLOW WEE SUPPLY AIR DUCT -SEE OVEN ASBESTOS CLOTH PROJECT ORAWINGS-� --'- - ' b DURING CONSTRUCTION EXTREME CARE SHALL BE EXERCISED WRING CONSTRUCTION TO PREVENT ALL DIRT AND OTHER FOREIGN MATTER FROM ENTERING THE PIPE OR OTHER PARTS OF THE SYSTEM PIPE 5 Fl,-EXIBLE CONNECTION . --: ON STORED PROJECT SHALL HAVE ALL OPENINGS FULLY PROTECTED BEFORE ERECTION, EACH PIECE OF PIPE, `''. FITTING, V ING, OR VALVE SHAL_ BE V SUAL LY EXAMINED 4 AND ALL OR- REMOVED QUICK DETACH DRAW WOVEN ASBESTOS CLOTH BAND -SEE T EE AIL ,t FLEXIBLE CONNECTK)NS-- "AB"B" - , SYSTEM COMPLETE,._ .,. _ '., AFTER HE „ONTHAh TOR SHALL FIRST FILL THE PIPING LOOP AND ALL RUNOUTS WITH CLEAR WATER THIS SHEET ..-"`/o N FOR THIS PURPOSE THE SUPPLY AND RETURN RJNOUTS SHALL BE TEMPORARILY CONNECTEL TOGETHER A- EACH HEAT PUMP �DCATIOR Br JOINING THE"r' CIRCULATED\�--_.-. THERE SHALL BE NG WATER LOW HRWGH THE HE'* PUMP TH LEXIBLE CONNECTOR F E ' JOO WATER SHALL BEHIN - WITH MAKE UP WATER OPEN !WC BOILER TRAIN OPEN '0 ACCOMPLISH INITIAL FLUSHING FOR IF HOURSYSTEM OF THE SYSTEM z RETURN AIR DUCT � L-', d AFTER INITIAL FLUSHING, THE INDIVIDUAL HEAT PUMP SHALL BE CONNECTED PERMANENTLY TO THE SLGPFy QUICK DETACH AND RETURN RUNOUTS AND THE SYSTEM FILLED FOR OPERATION UNDER THE NORMAL CLOSE. LOOP CONDITIONS THE SUBCONTRACTOR SHALL ADO TPISOOIUM PHOSPHATE 'N AN AQUEOUS SOLUTION TO THE Z DRAW BAND-SkE SYSTEM AT THE PROPORTION OF ONE POUND PER FIFTT GALLONS OF WATER IN THE SYSTEM T 41 A' DETAIL 6"B THIS SHEET S EE T r AFT r F R HE SYSTEM I i E 5 FILLED WITH 'HisT $JL' T!ON THE Y � E SYSTEM WATER MA E SHALL BE BROUGHT P T EM R R W U TO 95'F E ATU E AND ALLOWED TO CIRCULATE FOR TtA'0 HOURS SELF COI4TAIME11) ^Q '- ,� A117. '. .. CLOSED LOOP LOOP i THE SYSTEM SHALL THEN BE DRAINED COMPLETELY AND REFILLED WITH FRESH WATER HEAT P u �'vl TEP ' SCHEDULE -------- ILTEN A.. �, r" J'�- /•. �r AIR a THE MECHANICAL ENGINEER SHALL BE GIVEN NOTICE HY THE CONTRACTOR OF SCHEDULING THIS CLEANING OPERATION AND WILL BE PRESENT TO OBSERVE THE :,LEANfNG OPERATION AND THE ' � A '-•""'I' (J41, --FILTER ACCESS IF MECHANICAL ENGINEER'S REPRESENTATIVE DEEMS IT NECESSARY, THE CLEANING OPERATION SHALL. BE REPEATED. FLOW I H E SYSTEM CONDITION AFTER THE SYSTEM HAS BEEN i:OMPLE TELY CLEANED AS SPECIFIED HEREIN IT SHALL BE TESTED BY LITMUS RAPER OR OTHER DEPENDABLE METHOD AND SHALL BE LEFT ON THt SLIGHTLY 6 - ALKALINE SIDE (PH. 751) 1 IF THE SYSTEM IS FOUND TO BE STILL OAa THE ACID SIDE, THE CLEANING BY THE USE OF TRISODIUM PHOSPHATE SHALL BE REPEATED CnON WCT X FLEXIBLE HOSE CONNECTIONS CONN 9 SYSTEM AQOITIVES THE, SUBCONTRACTOR SHALL NOT ADD ANY WATER TREATMENT CHEMICALS, OR AT TIME SEE DETAIL THIS SHEET __. _ CCESS PANELANY STOP -LEAK CpAPOUNOS TO THE SvSTEM DRIP DRA NCONDENSER WATER- F 1 ,k` SUPPLY B RETURN -- P MAIN PIPES' f[LECT : Q - - -- -- - NOTE' - REAR END ELEVATION MAIN PIPES RISER —_OR HORIzoNTAL RUN SIDE ELEVATION - — SC-E /af' T1XH1S1Y7` /4I1l DiTlG7Ni7YC� JdY; BELOW FLOOR SLAB WHICHEVER . _ ,... %'�. M-3/- APPLICABLE SEE PROJECT DWGS '.�_. - -1 __..._3q'FPT CONO WATER I SUPPLY CONNECTION SUOPUTY AT R r W FP T DRAIN COWNEL. 'I ON LELINE VOLTAGE _ _ L•-FPT CONK WATER ."RE TURN CONNECTION '/2'45. BRASS —TO SUIT --SWIVEL NLLI1T T LOW' VOLTAGE PARKER '30BB2 GASKEOFRENE 3/4 rr r-IB GAGE GALV STEEL OjDK ` 7ACM pRpW � Y„ ---GATE YA LVE -� I BAnID EE DETAIL t TOR IYIWYY .51. PARKER •601 OILERS .,_ QUICK DETACH RUBBER HOSE °AG IB"B" THIS SHEET ', - t t. _ _,t _ CRAW gpND { - -�� BOLT B WINGNUT�' ` ;ALL AROUND FILTER, 3h APPROX 15" 54". u:�i L'Ai ... PIPE ON TWO SIDES _..._._ { RUNp1 x I - -- ' -- � J. -_� INSTALL LL THIS ON SUPPLY 6 RETURN E 'CUT DUCTSWOV N A o r CIBRASS CLOTH E'5 STOS MALE ADAPTER TFpA l IN H ERE PARKER 4 FPARK 6LENBLE _TPOSCONN CT'OR N DRAW RE -URN AIR DUCT"A 4?60 BAND B DRAW I' VI � • DETAIL A" DOWN TiGHT ON w .. ENLARGED DETAIL OF FLEXIBLE HOSE CONNECTION BOTH SIDES - Df TAIL 8" A!R FLOW --_ - PLAN VIEW DETAILS OF THE INSTALLATION OF THE CLOSED LOOP VERTICAL UP -BLOW MODEL ..,_`-..�..- NO SCALE @II4 eAd,' Y zcoF v" dal at`'` T ! Tf1 O r, ., T Ix • e P .h _ I up III' ruF:i'Ik I a t w .YkH IRSt , !i,: n I D_ I- p'rv"� ixF.v :F:,9 yls'x 4 d0.[ti'i', vriri yl... I ,u .Ti �... . a g inn " F-# J. " rl .. .. Ji .. /i van, d P, GA , • w T )S' FI SOX I ✓C/� � I✓�G l ._ �.. I'b�.T I T ry �F!J �K%V�r�I i :� y1" � re k I V I I { 5> reH a a 1 1T+ r I � T I1. IS, \� IS/ , d�DAllr II a 9T r,i t;tl a" Ik qIltd add xL eXF(A(J6T 5"H`AFT „ SEE pl AN5 F/Y2 r'rYVTiiJi Id> AJ 7YP /GAL I'll"'Lo0"?, 7c �LooR on L a` 11' II W a S d a r x..... A.. +� . . .Lae v , .. u• .. ,, .:..r.a r s. a- . a... 1A, ..., 11 :1 A 4. {TITLE OETAIII Q'-�, OQ5-:,U6r : N us X ,�__---T `-_�-7-J714rT_A T Tod /I 50A PA 8 Beach Club Colony 1+l tch i nson Island ' St. Lucie County Florida c' Ma T Le AI v 5� • .. eCT-�gw.aar an.: Scale NONE _ Date 4 fq14 test Rev. A F G H 1 K L M N P G • s111111111111"mmom III A vs _- DAMP_ CASING F W- INSTALLATION NOTES DAMPFP MOT,, Uw —r %'NCF"E RN' .. sANL'- �- L --_ R AMPER MOTnR MAM(R -9(SE GIN nTRU T ONS R , '�F , .,I H ,r✓ „nnA' ELIM INATOR OP BLADES t = PE N! W N 4 4) M(n fAN F) FcT ILL rE Y VOC 'IS[ W4 F N ' - rt - 6 P T v L OUNT :HA OP�RAic) ..r W4 �RNRE .'R!v _.... - WATER C BE WA J ° .M ^E --H _ A vR i GREASE R OIL A L N_,.. I _ O L Br ARI\ PN AC ,OR ANCE >B N� dONDENSE, -.... , - WITq THE NAN At ) - F MMf .)AT �NS WATER SUPP_Y _ LIRA OfN V_N x y B Pact/ ET, V NT CO -,PRAY r FLU E '� � Y yr F v _ C AKf T ---- '- WA`O NrArc F-P S' ATM N'H,a i-R NNE ' )h "PRAY P„Mr---- _ r I e T� ! INSULATION NOTES yz ART..�I / A EN H= AS'NC N ,,MP AND DAM Fa OCASING. SHALL W „ BE NS A W r SPOORbA IL N POAM ' I; PG A S AN +tC -PE W ...� A; — S .OWN ON PP A,- L__�� - AP- -F-r W TH M f id APRO .._—_ .._—._— _ L, )n t.o E WATER PIPE= -- - .,�NTR4C ,rR c I UL I,N , � ." A-E. S4xvE S°RAY r. aF$, AS SPF IF FD - 3 4� Fb -^LRc =OR DAMPER SECTION SHALL BE SIDE ELEVATION END ELEVATION INs A-E[i A,%r BEIFLED FOR EASY REMOVAL. OABULB SEQUENCE OF OPERATION a MPER M„ _ aTEMPER T .REkP ° _N .PGP Sr k ENERGIZE DENPEP V P TC l )N ,rN, -AN MOTOR 1EOuA^na= D r S_AR'cP DISCHARGE 0-OLtAVJ A GREEN P-;�- # a `<OS'JA RIS A . LUM16TF L SPPAl _ . _ TC3 9 v T^;TROL SHALL CLOSE M1"'P ,—� ^,FAN MOTOR 5 AR = LRc -RCU EATING SPRAY _ - 1 ST..RiER, _�^ STARTER P A TOP T An MBEP L t C FM E. 4 OJ 4V8 0 h� T --- - ._..� R3 PE �M R F t I t r E .,� OND_NSF ) ON A '2 c TC P F CN RJL N ' P AHr R IRCJ T (' tOO_R V VAT F r u Y / WATER RF IHN S r r ti-atRMC.'AT A P OT SHA L IL L UM NATF :0 J R WF 0 BE Ci Pr UI t KEEP FAN MO". R " }� 'i I t1 �.I I r ' r L •� ( �' �-CHAII „PERIJFE UL.T, :ALVE s UNTILk ADAMPER MOTEQ,S HAS RN NWF.iNFPf IP I �'_ONDE NSEk -LEAD LEAVING RCWATER OOLER PIPc r r - C 1- ! ,F' WATER SUPPL" T4NTROL HAIR HEPSE ST R FaR - U' 3 i_I _y _ CONTROL DIAGRAM H iCONe aAN VG OFF 4N- R, ._.SPRAY PUMP bH �L -LuMINA,E ) T:I •. N 4Lx 'h GC` "EV✓c Rp Er+ -t, -1�. N 'ANFPROVIDE P ;P "HF. N >L E EW =N:F ,.. 'Abf. oAMaEP M x2E _-:"Oq5- - _ _ 'CAM •.r NCLn,q ANEW$ OR Aai F.A?f RA'T {c ,e- r r r, r.Of„ER q >f PR PLAN VIEW IF, DETAILS OF THE INSTALLATION OF THE STE! L CASING CLOSED CIRCUIT EVAPORATIVE WATER COOLER N_, scA,_E SCHEDULE OF CAPACITIES FOR THE CLOSED CIRCUIT EVAPORATIVE WATER COOLER I ,PM EVT hA'.a LV6WPCR ENT 4e'W°- FAN MCT�P SPR4Y PUMPC. 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'"ti.: n .. , Y^'.e}„ .. ,... ;✓ v. ... .. .... :.. . $ .. to > 1..... .>. �. <r .. ... .... ..,« ., a«v >._,. ,,., , .•.. # _r r. ka, ^ff. ., a n r ..=wR x.:, e ..�_.. ax,. ✓ .... ... .F. .fig ...., . � :. t, .. .,. r_ ,:,, .x,.. , , :,., Y , h .. -,.: r. „:: .: �' , .;,_ ,. .,. y ,.. v . a:- -.,, � .x✓. A TEr,,. {r,. a ...e , r" '«, i-rai. , :. „E .`?+- I 1 r y a >«L.'�:T. a « 1 N Y memo AwR'4IWArv`xA•%YfiP +am.'m:._.IIM'T`RRT4¢F^�Y.w.gvi+",.v{f,1,%AA+Fv i'�'A., Wilw' x T+gl•R!i`T .a, ^'o�„�.y ,�u. YWe...MflRv'nsse irMME urwrerw.- ".: ,c�a�s .r,,,.f,�� A B C D E F H ,7 s r? t ii I 0 f 10 i FA for B e ach Club Developmen f Corp_ ST_ LUCIE COUNTY,, FLORIDA VVEX OF SHEE ZONING & BUILDING DEPARTMENT/_ COVER SHEET ST LUC►E COUNTY o v 2. PAY1*6 ANB ORWINAGE Pt AN 3_ `YA TE_R AND STMER PLAN 9 0 /000 2000 3000 SCALE.' X FEET 4.PAl//NO AND DRAINAGE OETA/LS 0�q z SAN17AR Y PROFILES F y Pa0AC q2 CARBON, 0°NEILL 8r BAGGETT, INC. 6_ LIFT SM- T/ON DE TAIL r CONSULTING ENGINEERS STUART, FLORIDA F a 7_ SEAVAGE COL L ECT/ON SYSTEM DETAILS z 8. SEAWAGE COL LECT/ON SYSTEM DETAILS O D t {NAVELANO 9. SE/�IWA6E TREAT* n S T. L uciE couwry -- 104RTIIV C0111LITY — /O_ TERTIARY F/L TO? A IC/A//T Y Ai1A P //- WATERBISMIB117_101v 40tz4 e ST. LUCIE COUNTY EINGINEERING DEFARTP>-0ENT THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO COUNTY ENGINEERING REQUIREMENTS AND: ❑ IS APPROVED ❑ IS APPROVED AS NOTED ❑ IS NOT APPROVED ❑ SHALL BE REVISED L RE- SUBMITTED SHOu"D APTUA° SITE CONDITIONS DIFFER FROM THOSE R':- " Su7iED 1 EREIN h':Y APPROVALS HERECN ARE HULL AND CBJ/�f,,. S. ft)'.�,.•r"' iB rt�YTION OF TLS CtVE .EY AND CONS" SJC!i P P°OVAL SHALL CEASE UNTIL PANS HAVE DEFi4 Rc r! D tl° THE CO 41Y ENGINEER. I AFKLWAL DOES NOT RELIEVE IKE DESIGNING ENG!N'°R OF F a? NS13 t TY FOR CORRELATION OF ALL DETAN S DIMU- SIONS, A",D CONOI7OIIS, FOR DOES 11 REURSC THE CJr- STRUCTOR FROM CONFOPM1NG TO APPLICABLE COUNTY RE- j QUIR.MENTS UNLESS SO NOTED HEREON NY COUNT( ENGINEER COUNTY ENGINEE fI `v BY u DATE \\ 11 Ili\ \\\ \ � Shou/rler iT�. Ecrcii G G I s L EVENO PROPOSED EXISTING ® TYPE : 'C "" INLET 4:;lL4 7F �ryPE) S70RN P/PE, S/ZE ¢'' SLOPE �a 30 3'0 ao TOP EL 4-YATION �•O0 INVERT ELE�/AT/ON PA1V/NG = __ DIRECT/ON OF FLOW AND SLOPE zoo PAk1S'Rf1Y7 ELE04T/ON r7.-8/-1 I S 890 - 57 ` - 39° W 4 7.47 7.78 7.62 \ \ 7.00 7,36 o.a% o.a% L00% 753 z ac I / P S (i �' U ��t40 d5 w a Q 1-w o� d N Q C Q \ (� C.B. 1 \5 9j°lo 0 Q rz \ 7.00 � �• N �_ Y� 6.76 A DESCR/PT/ON: A PARCEL 0f LAND 1N 6011"NM"7- LOTS SECT/O/Y /� 7-0W1VS1//P -77 SOUT1; /',4NGE ¢1 EAST, S7. L ZIC1E COUNTY, FL ORIDA. (SEE SI/RYEYORS DR4W/N6 FOR LEGAL DESCR/PT/ON) L4ndscaPe SfiiP ,f' S``�� ( ) ,5 6 4 Peico/a Pion Area 12.54' /6- 9.08 9.37 7.60 azs e.ae 74'%� L00% 8.34 a.02 / 8.64 S o E6 N ► " /0.00 °\ = o TOT -LOT N� U N tz Ld W o C - a 1 N/e'1 9.29 51 C.B. 2 1 � � "0.3 CoP C.B. 3 �a • OR3 /o C.OR \ 3.76 -A ` va 2� z 1 \ 010 f 80 7.39 y ¢ (( 1 0I} ` O Q [W7 O` N I \o ��f0 7 0 0 6 0 0 10 7.00 C= \ 3. 7.6 \ A t 7.44 r 5.3 Q° i el 6 7.60 C.B.6 \(7 r 8.32 \ 8.62 o V \ ° � N 8.01 !I.00 % 1 00 °IO 8.27 8.88 s .. ,, e m»re o® o SOAKAGE TRENCH 8' ° 8.62 .2 8.48 c 0.79% 4.39 � A&_11F1PTIf`PI BE" f C GALLON I 5 T P r � j 1_ 1 CHAIN LWK FENCE �\ I /6- M /o. O t30» cQL° 9.08 M � I /o, 00 9.70 9. B0 T RASit , l Retoining Wcii N 890 - 53' - 39" E 384-13' TO BEACH 19,70 1 F f If,. 12.70 ENCE 9,70 9.70 WALKWAY TO BE kh \\ N2 \\ NETJISLAND 92. I ST, LUCIE COUNTY MARTIN COUNTY~ NOTES: .v�Yr i° C�� I 0 \ *PROJEC / FOR SOAK46E TRENCH DETAILS (See Shee f 4 of �I) . Z ALL 11NSU17A®L£ /Y1,47ER14Z SHALL BE RE/L10YEO FRO/YI ,90,4PS AND BENEATH 57ORM PIPE 4NO INLET �- REPLACED WITH N,47fR/AL APPROWD BY THE Z*61NEE,9, 3 ALL ELEY,4710NS REFER TO W.. S»L. PAYf/3Y,E/YT NOTES /4/ D.O.T. R/W /• 41Y d T/11C�r COMPACTED LIMEROC/( BASE MNS7,,91IC7E0 IAI TWO r2) SEPA fATE COMPACTED COURSES 141 0/r'D£R Tr1 7 T11c` CVM/NMIN THICKNESS al YPAC7ED BASE WIZZ BE ,4TTA/NE'0 Z THE BASE TO BE PRIMED AND SURFACED WZ11 TYPE S-1 4SP114Z T SURFACE 2" 7111C.% D� 3 711E AREAS BfZOYY T11E BOTTOM OF 711E 10R0100S£0 BASE /S TO BE ST-48/L /ZED TO /2 " ,8Z OW BOTTOM Oz' BASE ANO TO FlOR1O,4 Z. 8,64RIN6 MZZIE OF 7S P.S.Z. OR AS AN ALTERNATE, STAB/L1ZE W1711 A LIMEROCK BEAR/NG R4714 40, STABIL/ZAT10N IS 70 EXTE/YO 70 14 PO/NT 12" BEYOND 711E OUTER E06E S OF THE Pk�PSED BASE,\1k ' P4N ADITION, dW10E STAB/L1ZED SHOULDERS ARE TO BE69 0 f'?0T*ON BOTH THE EASTS/AH/G11,W4; 4RALLEL1*; C1 THE ED6ES OF THEPROPOSEDPAYEM£NTTHE SIMACRS ARE STAB/L/ZED TOR'1 TO BE GRADED ON A .3/4'l PER FOOT•SLOPE AND _ 4 DE�T11 OF 6" TO EI711Z-R OF T/1E AFOIfR1'N710NE4 'Z BE,4iP/NG 1:41-UE ALTERN,47ES. NOTE.' 411 Cafch gosl;7s 6inYes Qre Type 'C- "(See S/i. 1 9.70 1 'f'rc�v/o'e ooe�/nys ryf B�.se are' fi eall 154. 51 ST. LUCIE COUNTY ENGINEERING DEPARTMENT THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO COUNTY ENGINEERING REQUIREMENTS AND: ❑ IS APPROVED ❑ IS APPROVED AS NOTED ❑ IS NOT APPROVED ❑ SHALL BE REVISED i HE. SUBMITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSE RE. PRESENTED HEREIN, ANY APPROVALS HEREON ARE NULL AND VOID AND CONSTRUCTION OF IMPROVEMENTS COVERED CY SUCH APPROVAL SHALL CEASE UNTIL PLANS HAVE BEER RE. APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER OF RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN. SIONS, ACD CONDITIONS; NOR DOES IT RELIEVE THE CON- STRUCTOR FROM CONFORMING TO APPLICABLE COUNTY RE. QUIREEMENTS UNLESS $O NOTED HEREON By COUNTY ENGINEER COUNTY ENGI IW ST. LUCIE ENGINEEn1A Route! A I I� PAVING and DRAINAGE PLAN SAND CASTLE- CONDOMINIUMS FOR Beach Club Development Corp. ST LUCIE COUNTY, FLORIDA R 4'' Y t= 8k I I 1 ' y{ T• idc�66 x _. JAN. 2, 1974 2 S.D. 73- WAThK AND CA .. ... . ... im"m U MA