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Home My WebLink AboutIsland Dunes (Bldg #4) 46275CONSULTING ENGINEERS 3901 srr 74rH sTr+Err e sounH ninni, Fuoaioq »ie I P� GF�c�uIN D fi=l (Z SL�� cVIS_ I oy 6LDG.No �-- 6L<u__ fJo;z. i�L�tJD �UN�S �C.y��h�fSIC7�, A G4DM PANI lro `K�i�a� u, Lm. '1,4Tw r 6 /1D/eg t?N I 0 IT33 PA1-!C-� F zr, lFoocosr f, lR'I � c.oPs APPT � v D LiE t.. 4 Hbv T,I w o rNk, 4 c CIO _ �^J"` ` LL}. TM^.�'�" ,�) \ \.•� �` III r d.n e. DROP Ci (v \' (c) \� �fco 0 DROP IN 2No SLA6 /. TO ACCOMMADATa 5" , WASTE 5rAC I( I u \ -15-4 EFL; -01 1 IT Pwms. awe � � p II k SECYIDPI ©- ® SF&71C G rLD� I J N 1 N�2 ' -4JP Di2.:`A'iNG.'cE4:A' ..A Fe, j. ROONEY, NC: lhis to c; �i,^� that t"=bmusdq@ has - c , -'f ' ed in, sccsarf, commetemak s and m with the Contract Regnirunents. tzatim does natzeli-vv tke . Col, trmtor of the re,po:si xty for cornpu 'Y c.ith the Contract Documents. DATE �o. • ,5 H'c A2\V'A L.-' 22 R "x 12DROP IN 5"PAFS 'Nh -LPAD i C.0. N ° / 6.8• DROP*� ��) ;� ,. \• \\� h' _i BDROP / NOTES LO.NPI O -F GUTv!D- OF i UIL IN6 1p p.o \ e2 SEP 15 D i DROP IN Z'T FL.SLA9 , ISFRANK IR Nsioe 70 TCO, MAOhTC 5" JDUh� .��. W457E $TACK REV1510M5 �o' a Nos /i 1 V�'/ i NO �bESC R;PTiO IFR VJN B l FOUn a.A. 1511 Ii DA F \ J i A Ni N i i SC1 - Irz11ni TNc FRANK J. ROONEY, INC. CONSTRUCTION MANAGERS • GENERAL CONTRACTORS 8880 SOUTH OCEAN DRIVE JENSEN BEACH. FL 14957 PHONE 4071 229-2211 November 10, 1988 McGlinchy & Pundt Consulting Engineers, Inc. 5901 S.W. 74th Street Suite 212 South Miami, Fla. 33143 Attention: Mr. Jim McGlinchy Reference: Island Dunes Oceanside Raising slab elevation at vault room and mechanical room areas. Dear Jim: This is to confirm our telephone conversation wh requested to raise the vault room and mechanical grade by 6" to a finish elevation of -(I'- 6" in This change is required to facilitate the instal I.D. conduits over a 6" sanitary sewer line pres the shearwall pile cap at elevation-2'-7". The be poured so as to bear on all pile caps below. By copy of this letter we are hereby directing D Builder to proceed and advising Ardaman and Asso cJ aforementioned change. Sincerely, FRANK J. ROONEY, INC. Milito Zapata Project Engineer MZ/bc cc: Chris Delaney, D.J:B. Pete Cotter,Ardaman & 'Assoc. Dick Stebbins, Stebbins & Scott Architects Roy. Whitehead, Island Dunes Co. File Frock. Par P. pie •o m Slab on et f -1 -0" t o of 8-4" t y �'est ng o i e sla wil i nes a e of he In G NS' I L HY G ENG P EEk9 7 5 7 STREET a SOOiH I FLO DA 33IA3. \ 91, E 1 am ` �Gv D ,( Z 3a hP z - 1,6. - sI Jeep C NN A - N P�.�'T Fa Li ,DATI h L i,I`1 SEP 2 l 198E �I q ,I „ ql; FOUNDATION rEEV. AT T�.ANSF AL T✓LAND DUI.IrS OGE.- NSIDC - P A \ E'C; Ch ill 1 I MORMISOMIRM 1 I t1im 'IS o a 4 tu x ir p McGLINCHY & PUND7 END OF S"SAR WALL CONSULTING ENGINEERS J 5901. SW 74TH STREET .'SOUTH MIAMI. FLOIOOA 3314y3 GG I$`4��I.D. Gc7N QU.iTS�i�L,eG to `✓"�i-'4 .GUT -pFFq ZSLA13 &Eyoti7o WALL Z)"t L5 •F•2=OF ' - �J� ! ss &4eI2o� �. O)l EOU tP_ sLAB o CG ON P_G. a SL4EAR XtAI-l. F'.G. I a a v H A� v S W A L N r: r TOP OF' OL46 8��or4D _ I s Ill II1 2 G SEP 1988 (1 ToF'cF SLAB t-IEAtZ 51D�x PP,"KJ 17 _2717 OF PC. i zz 7 ° i I U) 1 o_ 1_5 C 1 Jc�BT$gGe12' T B $CND -AS SWoWN 4 a WrpE M_ 2 I I E'IIL Ei VA-T 10 N OF. CONNEG 1 INCn 6 "G10N GZS . C,6, SF{ UL', fYo BLDG.NC.Z MNSULTI E I PRS SOUND CONSULTTIh'� ENGINEERS r ISLAND 3901 SW 7( STREET v SOUTH MUMI. FL78 A 33143 DUNES 47c Ns I E-II SCZL II , STEBBINS & SCOTT ARC ITECTS, P.A. 2101 SUNRISE BOULEVARD FORT PIERCE. FLORIDA 3345 (3 5) 46 -3122 ADDENDUM NO. 1 .FEBRUARY 17, 1988 ISLAND DUNES OCEANSID I This addendum hereby becomes a part of th Pia is a Spec Eic tions and shall be included in theBaseBid as art of t cony act Documents. COVER SHEET Ili Replace with enclosed sheet. Improper Owner E name was indicated. CIVIL DRAWINGS ��ii �I i i Sheets 2 and 3 of 10, Horizontal Control, sh 1 be replaced with these sheets. Changes are dimensions t, ot� }nes and building dimensions. III STAIR DETAILS Dimensions shown of Sheet A5 are correct. revised and reissued. Note that stairwel S1, 5, 6, S, 9, and 10. t 1 k �Y STEBBINS & SCOTT, ARCHITE TS I A. 2101 Sunrise Boulev rd Fort Pierce, Florida 49 (305) 464-3122 3 will be 15'-4on i INiI 1 .. ..k STEBBINS & SCOTT RCHI EC S P.A. 2101 SUNRISE BOULEVARD FOR PIEI I FLORI A 33450 1 �05) 464-3122 ADDENDUM NO. FEBRUARY 22, 1 88 ISLAND DUNES OC S E This addendum hereby becomes a part of t Plan andl ecications and shall be included.in the Base Bid s part o thel nt ct documents. ITEM 1 Please replace the following s e t wit the enclosed: 'I C2 and C4 of 10 S1, S5, S6, S8, S9, S10, and 13 0 15 Al of 20 ITEM 2 Please add the following shee s: R-1 and E-IA ITEM 3 Air conditioning disconnect s it s aid circuit for the 8th and 9th floors shall be s mi i to the 7th floor. ITEM 4 AC-11 is shown in plan on the me nic 1 plans and is included in the equipment coo di i ion schedule. ITEM 5 The gate house and cabana are t le in luded in base bid. ITEM 6 The gate house and cabana lig t f �tur s shall be selected by the owner. � II i ITEM 7 Provide a remote fire alarm nn n Mato for each building in the gate house. ITEM 8 Panelboards HDP do not requi e I nt trips. ITEM 9 Apartment Unit panelboards m y loac centers. All remaining panelboards"shall em pa elboards. ITEM 10 TV cameras shall be provided wi I a ore pole, 20 amp feeder from the nearest emer en pan 1. Stebbins & Scott ~Arc , A. 2101 Sunrise B Fort Pierce, FL & .. ';,, j(305 ) 46�4 AS �y it S.TEBBINS & SCOTT 2101 SUNRISE BOULEVARD F RT ARCHITECTS CE. FL RIDA 34950 (305) 464-3122 ADDENDUM NO. 3 March 23, 19 8 ISLAND DUNES OC S D This addendum hereby becomes a par o the lans and S ecifications and shall be included in the Base id s pa t of the c ntract documents. ITEM 1 All wood concealed within he alls such as furring strips, stiffeners at door fr es, nd any wood bucks or grounds that are concea ed'I all have a UL approved fire retardent applied. E ception: Pocket d r frames. ITEM 2 Stand pipes shall be exten e io ke p up with he building progress. ITEM 3 All penetrations shall be se 1 d wi h product I that meet code requirements an m i tain the fire resistant rating of the wall, fioor, o peili g assembly. Rit s; jugA S ILI �Y Stebbins & Scott, A chi ects, 2101 Sunrise B u1 and Fort Pierce, F 950 (305) 464 31 S.TEBBINS & SCOTT 2101 SUNRISE BOULEVARD F RT ARCHITECTS CE. FL RIDA 34950 (305) 464-3122 ADDENDUM NO. 3 March 23, 19 8 ISLAND DUNES OC S D This addendum hereby becomes a par o the lans and S ecifications and shall be included in the Base id s pa t of the c ntract documents. ITEM 1 All wood concealed within he alls such as furring strips, stiffeners at door fr es, nd any wood bucks or grounds that are concea ed'I all have a UL approved fire retardent applied. E ception: Pocket d r frames. ITEM 2 Stand pipes shall be exten e io ke p up with he building progress. ITEM 3 All penetrations shall be se 1 d wi h product I that meet code requirements an m i tain the fire resistant rating of the wall, fioor, o peili g assembly. Rit s; jugA S ILI �Y Stebbins & Scott, A chi ects, 2101 Sunrise B u1 and Fort Pierce, F 950 (305) 464 31 TEBB112101IN S & SCOTT SUNRISE BOULEVARD • , FO C ITECTS T P EF E. FLO FDA 34950 • (305) 464-3122 ADDENDUM N0. JUNE 2, 1988 ISLAND DUNES OCEA SID 1 This addendum hereby becomes a part of the Plaand ftecific ion . EQUIPMENT COORDINATION SCHEDULE i Please replace the Equipment Schedule (Section I) wit the a I ach2d. i � III' Stebbins & Scott Archi ects P.A. I I 2101 Sunrise BDul varl o FL 9 I As" Y` j 79 rTEBBINS & SCOTT 4 HTECTS 2101 SUNRISE BOULEVARD • FORI PlEf O FLORI 06 34950 (Q5) 464-3122 ADDENDUM NO. S �g July 18, 1988 AR NE . ISLAND D NES OCEANSEDE This addendum hereby becomes a part of tb lan and ec ficatio SPECIAL DOORS See attached sheet Section t> n '08 300, S p ci Doo' s . I i I 3u III i i i I I i III INS For to ns. ! 1 STEBBINS & SCOTT • A b HI , ECTS 2101 SUNRISE BOULEVARD FORT IER IORID 3450 130 i 464 3122 ADDENDUM NO. 6 ISLAND DUNES OC S February 07, 98 This addendum hereby becomes a part ol tie Plars and Specifications and shall be included in Base Bid pert of the Contract Documents. ITEM 1 TRASH CHUTE INSULATION waLl of he tic sh chute, In lieu of spraying insulation on the the entire space between the chute anft w Xs slall filled wi foam insulation. !1 1 i i 1 EelBMW I SUI: ii STEBBINS & SCOTT RC HITECTS a 2101 SUNRISE BOULEVARD FORT PIERCE FL RI A 33450 (305) 4643122 i f2 fiJ R B M n�1 ADDENDUM NO. 7 ISLAND DUNES OCEAN March 08, 1989 This addendum hereby becomes a part of Specifications and shall be included in the Contract Documents. ITEM 1 CULTURED MARBLE WALL PANELS Omit all cultured marble wall panels at replace with ceramic tile. .-1 1 Vm L I e id as ar of 1r r' r i HUTCHINSON A N d:4=1=110!1#1 ARCHITECTURAL: a A-1 Site Plan A-2 Ground Floor Plan Bldg I i A-2a Ground Floor Plan Bldg II A-3 Typical Floor Plan A-4 Roof Plan A-5 Typical Unit Plans A-6 Typical Unit Plans A-7 Ground Floor Public Areas A-8 Building Elevations A-9 Building Elevations A-10 Machine Room, Trash Chutes I ISLAND sJ E N SS FLOI:1IDA DEVELOPMENT ARCHITECTS CONSULTING ENGINEERS MCGLINCHY AND AS OC. . 0 MECHANICAL & PUNDT STRUCTURAL DRAWING IND A - II Stair & Hall Sections JIRUCTURAL: S 12 Shear Wall Rleinf rcin9 & Micsellaneous Sections A-12 Details S-1 Foundation Plan S 13 Typical Stair Pl n & Sections A\c13 Unit Bathroom Elevations S-2 Pile (ai. ietails & Grade Beam Schedule S 14 Partial Plans El�va.nr Penthouse A-f4 Unit Kitchen Elevations I S-3 Shear Wall Pile Caps S 15 Elevator Shaft Ground to 3,rd Floor A-15 Public Area Elevations f S-4 Column Schedule I A-16 Storefront Details M CH N CAL: S-5 Ground Floor Slab Framing Plan A-17 Schedules, Door/Window Elevations M 1 Typical Floo' P1 n S-6 Typical Floor Slab Framing Plan A-18 Gate House Structure M 2 R of Plan $ S-7 Partial Plan 2nd Floor Entrance A-19 Cabana Plan & Details Canopy M G to Ouse & ab na A-20 Cabana Sections & Elevations S-8 Partial Plan 13th Floor E C'R CAL t R-1 Pou l D c Plan S-9 Partial Plans 14th Floor, Elevator E- ctr c Site P1 n Penthouse & Stair Roof Z� E- A 3 e L ghting 5-10 Roof Slab Framing Plan E- ildi ig I Grunc Floor Plan -.�icalBuilds S I Ground Floor Sections E _ n g P lanr, l E-4 Typical Unit Plans E-5 Typical Unit Plans E-6 Roof Plan E-7 Ground Floor Public Area E-8 Vault & Meter Room Layouts E-9 Riser Diagrams E-10 Riser Diagrams E-I1 Gate House and Cabana FIRE PROTECTION: FP-1 Building I Ground Floor FP-2 Typical Unit Protection FP-3 Tvnical Unit Protection AIR CONDITIONING AC-1 Ground Floor Building Plan AC-2 Typical Unit Plans AC-3 Typical Unit Plans AC-4 Ground Floor Public Areas AC-5 Schedules & Details AC-6 Cooling Tower Riser Diagram PLUMBING: P-1 Ground Floor Plumbing Plan P-2 Typical Unit Plans 1 1 I w P-3 Typica Unit P ans P-4 Ground Floor Public Areas jam�.i ,;t ' ii P-5 Riffi ser Diagrams P-6 Riser Diagrams i Details PE�ISInr�S I' pe, Ary 15jrfrs C I tIJo g.1A P' °i J n � h �[ :° r 'C,'... a'�+w W �''; w' +E e,,,� "� '�-;y�` .?�.t^.: ? ....3•„ a y_, :�Y ziy l" MIN . .,;• ,,. ,,. ' ;,..,,r�.ti , ,,,rig � >.,,' �»s s' ,. :. ,��:, �� .3." t!n'a,"�� a ;'�Yy .-,a, n �. n# _,k'e. •,.'�'"r+� ''R "a'�� 'Y' X, v x .n..4a PM1 YYP. Fv. �y5 .. .. Y4. .i L�f Y�. , .l:. .Yca �: k�.. a.: t aS+.,.. �. 4. ...: . r... .:.. • n..:: ..... n.. '. {.. .:. ,y?,i .': 'r... ..... , , n' t ��. i. 'h(N .... .. .. ,� f S`^ �.. •li:ir2t e .,...: i ,vi.� i c. . .tl�i{• g�.. ! )p' .: .t.: Y r.e .,.. , _. S' ry. �.,,. „ T q i, v. xIWI 1' 3Y tV , V N m C Z W Y QJ W � V m a o W W N H a a W O � v \x TRADEWINDS (REV.) APTS. 20I-1401 IN / APTS. 202-1402 / \ r / \ -TRASH CKM = (SEE VeTH.S SH. 40. A10 OF ?O) Xr- 203-1403 {.1 i 1 SCHOONER (REV.) APTS. 204-404 I I FN.C. - PASSPORT (REV.) � APfS, ?0�-14td� Ns \ AS�PORT APTS, 06-1406 �� lANT0R3 9trC SEE '.04 FLOOR B ONLY ze zm- AtV I.00. 6' r6'TLE - \ TWS AREA \ of 71 L CONC. PAR T WALL a !4 I I F I L6L .fIJIV M C A9 OF ?O OOR FIL) to / P� d' J � dip /\ I Zxlo ET. Nk I LE r— p.LUM. CiUTTF-IZ- AZ>UfTC:Cr A;,rezF7 7w- 7 X LUM M. PC;,W"- L-4hw Fan- Lzx.&r,c7,s4)f fax 25�-O' 6 25'-0' 6 �6 25'-0, 6 60 6' uw- 00 11 0, 00 -6 1/2' Y-5 1/2-1. 4-0* 0, -00 12'-0" -5 1/2' �-Z< .-6 1/2. 5' 6', 6' 2`10' <:3 % 8'-6 1/2. 3'-5 1/2' T- W2 16 1 NOTE PUPPING AND iv DRYWALL BOTH SIDES OF SHEAR WALL x MASTER r ASTEP- rIA5TeFZ BEDROOM BEDROOM BEDROOM l'-al 1'-0l 4 r-oo '-0, ir-8o 4� 13'-Oo -0. 4' 60 7 OC c MA5TC-R BEDROO M E 0 Ir 8. 4� ;b iz LIVING ROOM LIVING ROOM LIVING Room TRiADEWNDS SCHOONER" NNNAKER ❑ 1 4- V-40 4' 2' 2' 3' 1 DROP MEVJ CLr4(;. -j- I I 1 11 - 0 4- 6'-4' it /q cr IIDROP N uj CLNI; 2' WVE- (4'-6- 0) 1 If SPIRAL STAIR TO :OOP * X #1410 ONLY BA4-6" 181'434 40 1'-613 TOTA-N1 DINING ININC LP 351 o ol ROOM CBAR " 4 ) BATH 5,2 r-v I P4 a, o", in A 4 �2 SHEET NUMBER OF20 A I II II I 'Il co ik, I .. 'I rrtr/Ic+E PC -or 4T r I iv• 70.srr Ole, 1I __ 4 - 1 40 II C.Lt Y.•b + TZ.AS4 C WUrF_ 12 0' 23 26'-0" 25'-0" 8'-6 1/2' Im IMMIMMIMME , a r#i:,:,. k r [.,o'd .'6 :N'-# .;.J;, a! _ z1,.laf�A�l' }�„§�,,... � x: :,'.4°t`N. y�:. �..a:.... .. .z= „ .. ' k, : ,.,. r.::. .x '1",+: �.^fR � 4M' r, ,.&S r ft�'"N a4 �.� _• 'r" ,.,. � 1 .• �I+ 'ista.,,V I. 5y �� a"e 6 r t1 v o DINING 3 -10 - - -- - \ P P T 4' 0 LTaT of � ROOI"I � CLR. � � -- " — Uq C� \ BATH = BATH AK.A E I r 4 FLAsufu ® f I. r r.T, 2t4 NAIL6PlOF - .-e . ALUMI .FLASNIuy t �'_. �� I cL , -�-�_ .. �./ _ I I ems. 2 Dw > . ALUM , Cyu �R d Su a T+T S �C'i/ 8 ' , I —{ - T j P� ? O N N 2I P -4" 14 4" -0' 1 P AJ W F I u I Fi �-•" ' -` '" i . . i 13 a s\A` h O��P� 5 - w' s 7 13 :2 0' 4' 's 14 8._0" iv 3'-4" I' +_ 3" 2"-6" ? -0. f 0" I'-5' 4 -0" 4" ® DROP -CLNC. 8, I I_ r PA .r.. u,�;:`rf" h +bv,. y7,y5fF�.,y' dyr ier-i4 'i'-`r."ra'1,^'r ,.,.r>�",�� I'`:'.:' r1c n*ii�#'e ¢4 a_ . s! ' 3 •'F. �' /��, i' � �j♦O�, I I - v''•-r�'eJ DROP F-AP E WALL. GLG.BA H 13 Wvvuar. �/oe o o y ��t,2'¢«:',3. "III, �,'� >Ch /�-LU _ � YIITCH * I II - v22 \ 9• I 5 �LN Cuff N 1c11 GOtiIG, GU1Lta#' "°, _ - -CL - J fl J t' EGLi d FL4<aFlI IJ 3 4 --- k 2 �O 2' 4 12' \ '."rI WAL I$ KIT E -- a <4 W x p, AQ,E N RED ALt RNATE 4'-4" 3'-4" 3•-4" 4" Co —a _.. " r f In CLNC.ca b I` I P W/ DROP 2 D ' ;r - ---- CLNC /l -- - - - f TO SSLA ELS r-,'I BEDROOM �.. .. 2'-6° u +` 41z;=,: FILL CELLS AsE 41n +�.� �h,:..hi'"'` " \ 'TYP. EA. ENTRY- F �"F�' G m u 14 l_o �3F1I Nc� m I In II ... WEA-y-u 13L _.-- -I.-O' _ Ir-0" 4"� 1' 8' 8 41' 3r-4. 1'-0: 4" }� 6•_Q. I`_0 P'"'rl / Ert��fF�":, r ':., •4� ca �`k„, as * " r S 2,,. ' V W"�-'�i.' + 4f 7 13. '� 4 10 r i ROOF /STAIR ra + 2'-0 ION FLOOROPNG. ry L 1{ I pAFZeA d obk�# t n � SEA �p+. # a 1 tl h AREA ' 6 -9". 3 -4' 8 j 7-6- SCALE 11 p i FLOORS 2 - 12' x 48' OPENING i c�aniG.E II r' r a Lnnx' CItG r" o- FLOORS 3 , 4 5 6 - 12' x 36" OPENNG \ •1 ' a � ; r M _ �n T T r �' i I WSNy`Y6•WY - .. FLOORS 7 r 8 r 9 - 12' x 24' OPENING I — � j/5 DOWELS , o+r'AiR'L, Avv �(Er M► A� vovk'' 41 Erc+ m c� / ;,.. ;. .: ,,:.. � � � '� FLOORS 10 II 12 - 12" x 12" OPENNG r?� � FILLSCEB S O � ° ,.�.` �'�`. Imo.• FLOORS 13 14 -NO OPENNG 4. I'-0" 9'-0" • ` — 6" x 6° CERAMIC --- - METER ROOM - FLOORS 2 4 7 , I( r — I _i. TILE THIS AREA / PHONE TV IL zD) .- _I Q VACANT ( ROOM ROOM - FLOORS 5 1 9 1 l ; r 6 10 a v' + JANITORIAL ROOM -FLOOR B 4 "L 4'-0" -0 4'-0° coR-(3 gr14f ED THE Y`.a...... x A Ft I . / c TORS .:: , tom• ,a- �e , TRIM- 19 f r S SHALL x�� ice` ,`' � .,�' `�`,.x rr `;��'b",. •.:.:. ,., r\� ' /\\ I a' j Q , tE PROCEEDINGS „ ._ _ , : x,r a $iR' }# $ • j.4, f: �f�t•,`N, ° p.'fra. x. .,.. vs_.. . -.. .v :. -s.° ,�?' ru. ..r :„d:. ,..., . .,,r 1 ,. :..: .:. : I. ♦ «3^x o .r Wa:. .. �u ,,. kH # „ I{ ..:, -i lo ... d ., . .. .. ., ., t, +:' � :..: A ,a+ ro .,r. , i iAET6l LNGGx AT I_ORY#c2 VS.NT4 ;r .'� 'I Yc �`,"rz y . ?.i ?•i3 us ( x,r. �. 1tr, 'jaw."c^ 'v - IMPLIES SHEAR WALL .; - i n I � ..._-D - I'tPLIE5 CONCRETE BLOCK WALL a' 6 ' ELEVATpR . - IMPLIES PARTITION WALL p ) SHAFT CHASE DETAII: J'.SC.ALsAIM ": �r'La amp}'—o'A.... .. � � � N 5 � �. � - '�, x�*'xan�r �3y�;s �k �e`'s%i �' c 11♦ r,. . �` ,�' 'i ..�d . I9 nda?w xi [ • ." R h 77 g TYPICAL APA'"TMENT PSLANY �11 _ti ��` SCALE 0 _s SI fl 4's ,3-0— fs v¢�y I C ll Q Q a � 0. it, d 1 Z LL �1 MS yy tg _z -z f i Q I— o 0 P ® tl W M N � V w V W a z O z 2 f� V m M �n Q � Z v W N , N -o om sv SHE ET NUMBER I A 66 I IRV Sy T7 S! , Ix ySMA"M r 0 . 7 3_ [A r 5 �,"' �N` ,`' $".;e�`m�M _,.... ,a: ,. <<.:« � fS.a�"sat�t c� "``, s _, ... . ,�.�a � w �•�, . �" ,,. ;�4a� �.,h�i.7M., r- `° ... .., c .�,n��, ". ��d' ' , A�' �wELEVA�7�o SCALE " y- A w� ■ Af�A�s#f s' �r ynY ,. "gyp'•: ri " r G� " 4, afs.'Fi'�akA sx� , 1 .. Y y m m 0 Z w 3 � a W x o v sa � A Q M �a. C W W y� 4 W 0 � ■ 4 _o pa � M VJ W� W _ + V ■u�J■ W u 6 W m M Q ® C v m x i4 v Aa:_ ,.. . . , .4.. , .. .. i ,. rv.... n.. Y rr u='•. 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U 1k, OWN &LU�A 11'e PE��( WA.L.L. y C Tj:J IL END WALL H AD . ....... V TT 71 _V �ge g�g 'ffly ffi,,`,�'�ff� TYP. BALCONY RAIL DETAIL i, , , 1`1 , � V" -0. NN, SCALE �j - I w , I - la_ F 'WA JTq 1 W-f 7, Z_ �_l P, 14 fp vur 14 qA. 140VA17.01 EXAC&C 7' SiO07"40,rP 7e �'qjcnz WlrH Apllx�slve- TRANSOM/DOOR INTERSECTION ro 45A)cne- 4 A, Maw chd Ill" MC7.44 RWAct,' -7 "i �T jr 4t WA c"no vrrz t. INT. P tw, e,;, uJ L.Lj HEAD J T !k-, < f11L < v TUC �2. 4- L C_#uz-f'�-T 4 pt�,r_ r8 ACOUSTIC BAFFLE DETAIL METAL DOOR FRAME A T SCALE: VL 5Z 0 0 —+ are 7 -0 except where r=; 4i �> L otherwise noted.,;- tj STUD PARTITION WALL .n ti N t 5 n r -= aMETAL TRACKTRANSLUCENT ,.. s„ s, ✓ PANELS i O I 11 , + it ;h IL illsf4 t Cvk i 'iu 5 n :W 56 'Sq Nk 1�1 1 � y d ..ham. a i; f ' 9 h 1 R a%'Y4+✓r I 6 4 fi� '.Mf s IJ e ,IYW. M1ie S Y h r � R i S f. �eh � 1. I .,'.*c P �"+Y. °j.�. yt Y F C q, , �Y �. A. kylF y'"vL� I�� r ✓^ l0T 1) Elevations shown are of one individual apart- ment of each type. Half of the apartment bath elevations will be as-*-- _8 G_ shown; half will be reversed. 2)-All ceiling heights are 7'-0" except where otherwise noted. -� A a 1 • t e1 i III d I a f x. T R v � a l u u� Y Y Ir 6 �c k P n� w f Jk h pp • 1. L fM, d M : Y. t rY q, .3..: ,:. - r. .. ,,%,.s - - • f-'; yg y i ^'^yarRv` ,fik. r ,, .."I. wr .'., v,dv3yt y "'x Sy.,,r +^. ery a ry '1 'r ow,%:t. gN . Y=1 ! NOW i'r ? k , r`n. :'rv,' �} < F n'=Y .. '. ✓� 4r "' ;A. x ",:!., e ,r ..-' ... v ..4Y�M^, 1, y'�n. .0 a64�k J...., , -... .".P��,.�eY , .., .x < , • Yn „ . x x ..., ..:... ,_ - .::. , n .. F ,,, ..- ,i. ,.a .. . ,:." . ,.. ,, se1v .;'. ^ ➢ry Tx ^ld ,: w .8 �W'i.a. [o_- s- 4N .. a kd,+°r Fir , , ``4�5 ... .._ .....: � Y.. ":a ,., .1 ...r , ♦ N .. a n. .�< ... Il , 1. TT� r , k 1 n.. .- ..- .$: r " . ...- % A' .,A Y�4 x V r. +?v Sri. ,,.L ♦ .+.... .. 'i•K .. 4. .... C. .. / ) ,.... ex.. «.. . fmi IIIII� ry � w•x �s'� -mm snw :.' my—.m�" »lztr?mr.-, rt✓XrcC;rrccrC.. T t + DISH I �. WASHER 1 SPACE 6'v . �.•.r•.r�ssv _ ---I + j + 'I' + i V cj W r Y f �S t .;z• rr '� C "fT x 1,. l d 1. , r t „ r. e I Y 3, C- IS 1 @ u 6 }; @ a N yy L'A1v iC f P I f IaAMIAi C:JU3 k-�=1• —� ;-LLMINC�U°s G Lu t-11 NG'+u:7 C_✓�!•'�}' I I; v✓ a it,� �4 myL 5.t f 14'2) Upper Cabinet D iviensions Above refrigerators Af 'x 1 " high Above range hoods 1'-6- high Above kitchen sink V-30 high All upper cabinets to be mounted 71- f�tAll others 2 0" above tinished floor to top of cabinet I M _ X t v ,r. .At J t_�-IMINGL.tS GLc� I I H 1 ' _ r -- r + { - — ---+ - DISH WASHERI SPACE i I +� a r T f 1♦ TOP AW i • r, rc rv, ,...1 . .: .r of 1 r 5 1f l X � t xa b r<h �,,< 1_' � w' , uwt gAtYr. -ncr��,iSTic- Tlt� c�c'�`�"_. _ ^�" .. '�yw i r., P -----------rr-—- —----------r---- AG.buy7't �w I� r.+yln :MOW.l a .t yr � 3 W1 *i d` ) 4-1F '..��"�"F�„uvk�. "a�,. � .'"4".. ��'a�'o„ .,,.. S;:'>�� :k:*�,. - .�� w a�iva.� ;"„� I �— t ,��.i -- 1 2 MAIL ROOM w d I t �"wool �t 1 ■ f; 1 t r t t r Y I� t f 1 TT +-t r-Y _qq— �TL� a� � ro S i E y r a F � X j�✓ j axb r�ty, �� , 4` �� 5 t n` A }''�-: r SOCIAL/ENTERTAINING ROOMS t t ,I , i YiY... T N s •., Ps Y 9 �:k :s, g 1 t —7-777177 il n W G •n E.IY N k { r 11 14 r N 'Y`4 r l 11 I I 1 1 ti 2 3 'WOMEN'S TOILET' �l I " i I i 1 2• EXERCISE ROOM I 1 i 1 I , t, T LAI �1i% EDGE '1 r Y i=— r t 1� , I tr j 4 GROUND FLOO 3 y « a. D f� I i 1 4 a 1 4: 1 _ f 2 GAME ROOM 1 a} r , 1 lk C 5 • � ,n�• Y r, a . y t. .. L ¢ r y f j{ fr .i, ai ' i 1 1 ij 4t 11 Y : f I a. h f i { 'T 1.. f Y y t I i .L I 1- ` r 1 I; 1 �4 f i 1 i _L 1 r 3 _9l BA ,, 7. ,f e 1Ir ! i it I� I � h 3 i � 14Jtif:J i-aT t. t.D rot ` LAiJTIWFh+-�^-� Y TTT �i 4 aj 1 I — j pp - , 2 3 _ MEN'S TOILET _EVA�TIONS 1 /4°'- 1'-O" J e .. f Y m � d Z W 3 v Q W � V aD ea .. Q w pp W N H ; Q w Q � � $fi u{.Ii a �t r { 4 o 1 !. Y t 1 SAUNAISHOWFR';;. , ®� Q O —p O `* YI J M tLM W v r 0 fL — Nce 2 ® a J m w N N N Q M OC Z� � W v N � N N O M lV 1 t k `4 SHEET NUMBER A , _rJ F42© I t 1 y= ME ow. rN�S MULL TLJ t-1GEJ- W lkll=? LpA17 ;. : P�EWUTAJEEonEli TM, 4241104f, agyruT4ISR,Fa "�TAhtpAP,C� E�u�I Tilt iCt t.,PDF— ,G.C7C AL fir' u Y4 k. i 4'a4U• PILL K.&.. KAw NCCtt 60- Y2o-... s _ Q'rWOOD QrLOCYGINy a r- —FItA V44LL LimC, VLAC2( Fuktvl rayµi,� l L-ALU/4 . 'j d.17A WOOP raLOCVtN I h F`'P t :rx�"1� M R vva I A '`Itl r' .r yak ,, .k� � ' r' xw , • x of +"' '; •,.. w'r . �`%rn�+tr�`t + -; w pe Y.,... ,. S � : fi. �.J� �", . # �M1`�F r't4Y':�°,L v. ✓*6 '�4+"a' . a "� # S �'f, �, " s �'^. a: :.` y�� '��e"' �'.� y� w � 'b��a a• c `. v t r '.. s a 't x* � e:' xr i e w; ss� r,', �.. ,� .t _. ,',..k .. 'Am ,.w.. ,:�_ ..`S".... .:,.., ,x .'. �i „ '. ; '� r• r t p t G ii F' b . .. r{{.�n.. .5.. .. ,,. .... ... �. , � ^ .... . Y .. ...., r.. T.:. v... �.. .. k: .. "h .MY i-.. n. 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TM } � 2Y� rv{ �� f � iY1' q `•"t4 �J �r�y " � y a ^.' a � i s �a S OS SW 741" STA1tk'i 0 sWIH INIAMI, rcvR�un aJ�s,p j r FOUN [DAT ION N(DTES w 0 4 T 0 J F w 10 (L w 0 4A LAJ 0 2 7 vatziT. �!,g, "`�-i'�L�,�-�le�,eg�� J L_eI-4CT�4 1,(ffQ_ _;ZF_tt-4F. 21 STIRRUP SPACING FOR 'PG8' GRADE BEAMS STARTS AT FACE OF PILE CAP EXCEPT FOR 'A, A) I WHI CH ARE SPACED PILE TO PILE, VIA- lZ Nid>TEO POP. 15 1-1 E A f;?- �iii A L LS - `5 15- r= S"T, S 3, UNLESS NO I E D OTHERWISE. GRADE BEAM BOT BARS SHALL TEAK+WATE 61' PAST CFNT-� ERLTNE OF OF PPLE CAP: TOP BARS SHALL BE TERMtNATED WiTH A STD, 90 DEGREE 6i, HOOK AT PAST CENTERLtNE OF PfLECAP. 4`4 qg�, CONCRETE COVER OVER STIRRUPS IN GRADE BEAMS SMALL Of 2"TOP SIDES; 1"BOT' A UNLESS OTHERWISE SHOWN, PROVIDE 4 DOWELS 24"o,c. PROM GRADE BEAM TOPI,()( Y e- n� zle z# e " *�� i, SLAB. TOP OF POWEL SHALL BE A STD. 90 0 E G R F HOOK LOCATED I" 4� 1`� vi� 4 Fi 5 FLOOR SLAB E mBFD DOWELS 12" Mt N . GRADE BEAMS, "'0", VP 7r, INTO A P r- A 1 L 5- WHERE TOP OF PILE CAP 15 BELOW THE SOFFIT OF THE GRADE BEAM e , ell, DROP THE $OTTOH Of THE BEAM TO BEAR DI RECTLY ON THE PILE CAP" T Y P ,Q JE AP_ 0 F !�, �1 1i N C, Vv L P L Oc>� . am 7� ioN e a,- b a (004 �4 Tzw OF cARk I I � GENERAL NOTES SfRUCTURAI DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, M E C k ELECTRICAL DRAWINGS TO LOCATE RECES�,Er) SLABS, SLOPES, DRAINS, REGLET! S H 4 LL, A# CA:�t+C, WALL SOLT SETTING$, OPENTN(,S. ETC. ANY DISCREPANCIES , ALL OF BROUGHT T 0 ENTION OF THE ARCHITECT BEFORE PROCEECING Wt-H THE t1OPK. lh,4 LAP Holzc vi,'A,'_ L PE�t-4r" 7 VERIFY ALL DIMENSIONS IIN THE FfIELO,�I_ 07) 2� CONTRACTOR. SHALL 3 AL L CONCRETE SHALL TFS1, 4000 PS I . COMPRESST3N AT AGE 28 DAYS EXCIPT 44� m� "09 PILE CAPS AND GRAOf BEAMS WHICH SHALL TEST 3000 PSI. MIN.. Pi-E r-,im. 7 4. REINFORCING STEEL SNAL! BE DEFORMED BARS OF t,7W 3ILLET STEEL CONFORMING TO Man IS SAME AS '11i CAP F,3. ASTM A615, GRADE W NO ui Ab 5. UNLESS OTMERWtSt NOTED, CONCRETE COVER OVER REINFORCEMENT SHALL Of AS FOLLOWS.,: IP mr- isi co". FACE 2" COVER OVER MAIN REINFORCING IN COLUMNS� I;" OVER STIRRLIPS IN BEAMS ABOVE T Y P. PIT WAL "I F&4:1R_ Y,,' A Li, L r�, Ei t�4 F C'T Y P GRADE; 2" OVER STIRRUPS IN GRADE BEAMS� 3" COVER IN PILE CAPS AND I" COVER EXPOSED CONDITIONS OVER TOP 6 BOTTOM REINF. tN SLABS, EXCEPT TOP BARS IN PL N LE CAR AT CO�=, �44 p I SHALL SE I)" N R. *`Iso 11z"" vaOLT "i CL 7 1/ 4"m 0 R FAM BARS AR t CO*TI*U4)VS WHERE NEC Es SARY SPL I I CE I TOP NARS V , ITH A 40x BAR d. Ti, ce, Iiiii Jor SU'PPORT. TERMINATE LIAM. LAP AT MID -$PAN. LAP BOTTOM BARS 12'' I`11N� OVER A i TOP BEAM BARS WITH A STD., 90 DEGREE HOOK AT [)I�CCINTINUOUS ENDS OF BEAMS. 5 C>w Lei. a'�' NOTED. SPLICES IN VE0IC SLAB TEMPERATURE BARS 12" MIN. UNLESS OTHERWISE "All _FDl �j ` A.., , r �E NOT 9ARS SHA*LL BE 30 x BAR DtAM. MIN. UNLESS OTHFAWI' r g� 9AL YqA-r0wAyTcwv , , pgo NC-`1ZVAST vU U C-ONT, A�_" AP—c>U FOR CONNECTED POURED AT THE TIME IRIGINAL WO _Ip 1, �el 1� Olflk-j, , 1615 '�, -1; Z z PPOVI'DE DOWELS WOR K NOT AS THE CONNECTING WORK AND BE 0 POURED,, DOWELS TO BE OF SAME SIZE � NUMBER -10 ei, , � - - ;e, I SUFFICIENT LENCTH AND ANCHORAGE TO DEVELOP THE TENSION 4' r, L A E,� /Iio 7 STRENGTH Of THE BAR' 4 ON0 f, AT CORNERS OF BEAMS, PROVIDE 1'4 x 4'-0'' SPACED THE SAMf AS BEAM REINFORCIN, 1-1.1 13 f, *Cp 1, e! IN e:eu 4-*4- -3-*4 EA FAr-s A PILE CA P osj 4 f. rZ�. ti wv 11AW, 6� 3"", f:ll Al 7 i,�: ov, "w gew;�, AN % ra 0 4.- *4 r-A SIc)F___J IV i, "I 1A 1111 -1 1 111 1", � M PIT SLAES Tien eM NIONOL "14;, I T L: I I � I i I I I - - WiTi FII :�A Iz!Yi.,�,, ro L. 4e, 0, M� SHEET 04 vw L5 ,z EX CEPI FOR PA ST C FNT_ z '40 0 ECAF F &-,6 12'" NUMBER fee, -v t4y & PUNOT w", z ow s OF 15 LTING EWANEERS CONSU e�, i,� I 01f , li� ''I , 14, — CT 10 N B — S 2 ML z S E C T 1 0 N A --S2,- I � ,,, I 'I'll' I., I , 11 1 1 1 .'� Z=i t:_ Ix 1,01,11 9 NeK ON 'pti� , il- & 1/2 'e 2dw I 11 ... le� 5#011 Sw 74TH STREET SOUYN --aw" � ", L�`� �"�e r "I ®R 11i 0 Vid®r- I '�' I m 1 12- 'all 5 r LA C77, 1, a I 4'� o " x 5- o IN", 0 A 7�'�7 �t"O- 7 PM�Ui, IF, PD, S H E Ak R VV A L L NO, 2 P I L E Co 3/9"im 1�-Ol# All lg�, �, M42 I IN Ov� MgSAO,�, Pt" J4, Yl��` )OR K!, IRF deg 04� 156T, lz *A* LAY #,F, x TO I 150T. -� - rt,�W 052 & IW R i OWL A h 'NP MN, g FTS7 rw All, V EaT PI a raT SY r4o x m. . ...... SHEAR WALL N 0. 1 P I L E CA P OZ 5t- 611 Al p- F: R F, I N F: LONG WsIkY &tO x eOT R SHorZ T 4, vo, TOP R E IN F: g I I - 41 Vb T4>p A Y'S R. LONG WXY 051%,01 % lv"7 IG'- A "h* LAI-, k, VS Nil "12 "A 1 jlj:�j glimipry COLUMN \8CF p FLOOR O 0COCV,o I E I I K41KA IR MACH, RM - FL. 15T A. trz, R 00 F Qk 7ivrooe r-AWOFY SLAei ............... t9 'i) TOP OFr'LIF CA 105 AT =AA De> 0 4 BARS 6 BARS 8 BARS,j jam 0 Z 0) z J 0 I V, 0 Or IIA Ilk— w Il uj Jy ry -PSHEET McGLINCHY & PUND NUMBER m CONSULTING ENGINEERS OF 15 5901 SW 74TH STREET - SOUTH MIAMI. FLORIDA 33143 • :.i it .. ,.,. t .. yy ! , , d v.$ YF4"`. o 'in. `: � �i i w rt. :`� ifY a. 'i r 'av X,i ,4 fYF , , i {. -, �� ."�+HdH.'`, �a A Y . ".,�, �", , v i- ... ♦. .i a u n.. 1.-pit Yu v rh , .,ix .... ,..3 S'!. ...�, ,�, +g�'yr,'`,.,� 4 q, pxx , CENTERLINES OF' COLSAT GRID LINES INSIDE LINE A w Y �q Md .dam � LL v ® W b F4 pal 2_ � O r m W � N 1'A � W a r \a • +.s ., .:ti , wn. 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(,r t; S H E E T ; R NUMBS .,. -., G ,.. c u ..: 'k>.a.'...,.r.i.3__,.sr..:,.. d C,._, ..... . c-...,.r,a .,.➢a_„q T ,.. ^. a , k, b. ➢v ry < ,, ,�s,.. , . , , .. , '.:: ., •,,• ., ..,. .. ,. "v ...._, it hI ........::: ,,, ,J Y...,.,.:.,�.,I.;. ✓,, .,a>r ,;, , a�u", I .., .,,..,, j , '. _. .+ r... t.,M.,,. r...a�.,$: ... € ,5• .S ., .... CONSULTING Yt.;,_.r,. r� ER 14 O F S 10 74TH STREET SOUTH MIAM7. FLORIDA 33143 5W :Y1 ), S'? +5:. J ,., ! ..x ,,;:, Y,'iy i,:r .; r •.�,. �� ... ...... W:. ,Y l.. • 5➢ + i -,, ,.. a.ti„ v «:}Pr` 1 Y.: Y,•} z�..i # 4,,jr. �sn , .wss=V` +',fie` j a : . a., I. , �m S E C T 1 0 N + 24 OWN go TA P5 Drayowo SECTION D-SII F-"L vo w o Q1 �-V �M RNO am m mg, B I S I eEC+ION ig oi ft, x -6 -rig, rz C- co" (044AM 0 coam-r. gr M, 'MICk- ; L oft:= C, 15 4 P\ VWL'6 Tof* or- P, c Flo go, .00 itmos XS&A SECTION E SECT 10 N, "'. 1/2 " = V_ Oee IMMY.MW ng, 12' Q� 'g 41 K I Aki gy , ' -w! 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MIZINUTO AS BUMN &A - 4 MY, - €P 44m and AS 3IVIS, 79 Mm COM44AM LS MWA# Si" as W ram MIS • WAN FUAV mm mx#m am m "tip+ ;t ON notmo 10 ft wanallom SB fed w OTO MT W 0AI .. _ maw No sm" m mile w w Aet w a A! 08 $R ilklNt "loom 4i0 Ye M A6t 7li1 ! 0 IV ar 0a mum CIE r'a run swan A Is# %n i gIN • fW i" Yo 8 Is Ms In Ve �NMN#4&m WA "D • IPW 10111 r'.fr a 4 k +w a d +r ,,,r �'.ma,, v ivoEa�i1+ S ens valllkdJ 4�"�I .",. r /' Y N mm MI 15 Of15 is SCHOONER 12 iF) I 12 Is © 17 I, 171 I � .. 17 } �1�J1-�NrS k�i�(N /�I�L �►�►-b�'ta � 1•'�d,1�1'�t1.1 s +► • ''' :, ; and 'e i' }I •. ,SHEEr NUMSER OF lk N. .� COLUMN MTN out RKM TO *ROUND ROD wr" ItOr— Do" CONOU"On. - �! fi.. v ti{Y rt ypWr s 1/0FUNS CONDUCTOR. �1 y�� H'at o ...n . ^ r .'. N • 1. DOWN CONDUCTORS ARE TO K RUN IN PVC COMOUITS CAST Nd CONCAM EXITING ABOVE PILE CAPS. OUND RODS ARE TO K 26-0"COPPERCLAQ. (S?MCTU`IAL STE€L COLUMN MAY BE USED AS DCON COWWCTOR FOR / \ LIGHTHMO PROTECTION -SYS'IEM.) 00 2. DOWN CONDUCTORS SHALL CONNECT TO 6WOUNO PON UI11NS THERMAL SISI.DS. ROW SKALL K BELOW WAVE IN ACCeSSISLa LAWNS. 3. USE+ 1/0 COIN C ORS TO C CT TO ALL METALLIC ITEMS THAT RISE VIAr � 12 ft OR 14099 A CV7 ROOF. ALLAiI04 L il `. b4Z � M3"ALL COMPLY WITH REi� �' s �" `C$ //i i ` r ...._.,.._.• IN ° ALC,p ,ggac �' or 1� '�• 07 WFVA TRsr s, fft ' -,x:^ `Ut7`2:4" t!L WATT �'�',' P q,MM t. ALL ROOF tWIUCTORSTO BE DUPPORT90 EVERY FIVE FEET U®400 APPROVED FASTENERS ON PARAPLETS, AND USINS PITCH PAW ACROSS ROOF. // 9 r p�t0"3 S. WO CO wt OR =MICTORS ARE TO TURN DOW TWEN UP EXCEPT RE D CONVUCTOR GOES LY TO ex — 7y t T. COOMMT9 ALL WORK MTN ROOFER. •�� „j� � �' � 1 .. Jl. BOND TV ANTRIWAS TO SYSTEM. I I atLt r` �® nt Q U ` bN t• � s 4 � ao i .. ,. / 1 °r! PvElT(1R qNAIM 4*Jo Li�NTs di�u�Ts Im ham•--,---�. ---��,�-----.r ROOF PLA& • i 1 ROOF BY oWNFR w -rr oLJT LW (. Lill y { r s x mu low ,n r. 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's:€ tn� a#:::•� + 3 n a G © • *x v I� 1 brabho • Tbay and associates N SHEET NUMBER E-7 OF i e �D�� To _ k T TNIc,-4 � rn"� r'IG 3 O I G -2 ha'f n >r. �i¢ M a'°"t' �, � ,.{a •.r, „'neffin^ a- � n' - '� ,s .it,Y t�'w E* `+ a 3<`F�"' "ra•f"'.. NOTE ' ALL PLANS ON THIS SHEET ARE 1/4' EEQUALS1'-O�' UN ESS NOTED OTHERWISE. A�, r .., .... <w .,. .A .{ .,. „ , ,. :,.,, • , _P' x 10 , M n I 6 yr� i ! t d t v T x 4 '1fik" l t t:t 1 1 .:' , ry .r .e 'I� � nF. ` � ,r. x .: 5: s i ' '� 1 Tv s •:.k }r .. , Jx�r , ,. :• « .. W ,-. , � .u.. a a ...-. ., _.. Pit .. . ,. , t n .. v_ ., ,_, ,.0 .-e. 3t.-,.,... ,. ..,... �' .• a ... N. , f _. ... r r ,.¢., .". ,.. , cs.. ti.'.,v.: .. .. r V. IP p'!1 I� `r:rJ"P ry -.»,f , „ ✓5. ,'„ . Y, . ,. ,... F , .i -.t �., , ... 'S: ...a- .t�„,..,. v .,. z. a d. �,.. r. ,. ,,_ , i"_.. ..*., c r .,. .v ♦ .. t {y@... ,. J' . _ e- ::;" ".. i.. .. .. w. ..� ,. ,. x,u. z_,. ✓..,_Yn rt-.Ire'. 4..*'@a✓7�,§.�„r.. _.,_<,, ,,,. . .< ,. _Lv___. ^., ,. r,>p7s�. .�?.4:,. ,. .. ,. .T .,i .M ..,k r,r low .. ` ..*.nrbbE .' R •a �x r15TTs TAG-2 -TO- TO 4 jet METER ROOM - 2ND FLOOR TELEVISION / TELEPHONE ROOM METER ROOM - 4TH FLOOR ( TYPICAL 3RD & 12TH FLOORS o .m r„p a7, F`1 r s ytiR ^! 1 v' :e»'�" 4* � . f t ,nS, • ji,i% s', rm I P ,?rs L-tr,x w, i..'. nst .ems' - k•w n n .,��. _ r f }Ef IMF > rs, s 4 MUFrL w A FI WIPLig �L1Rr?i�t� Wa LL -fit ,, � �` � � _. � �r-Jµ�cTIoIJ airc.Hll�e.•-��5.�,. ^.o o !J� U! 2 .' GENERATOR ! 6,11TF-I •f..I'tl' s?L.la•# I�. • FRAME { A ✓ U-11 I'(i wc's - 1�161 iifi jl�h 1 i it ° S/®"J BOLT �— I 2 (6REOUIRED) , �+ ------------- ' 7. CONCRETE a I I �Ti I MIN.JOINT W/N910N Gi1IJl/�. h�1IJIr7L1t✓1 PIS ` J pIj11Jl jUh�4sP1� FLOOR s 1 1 I 11 v4 I 1 . BITUMASTIC FILLLaw fvI F0 f? .:: ;.• " :.. ' I ' , - ': •; _ �If� 'Gt�tc��Nr G L� ��Tp�t.U�i� fi � , t , `� �, � �,* ,..• •°� � . -•�• e • i T uaa�x'r�i�°#I�YI,�I'�.+Nf4 r�I, (.' wf2 � '" n,»'rs �'� � ki �' • .. . , • . _ d kr try 3 "Sk $,lY i Sk` '�d�. 01 r a a wk \ .. 'GE7MRATOR EXHAUST PVE JA 4 a a c n Y a i 3000 PSI. CONCRETE) h 1 ) u , \ ,.r• d w > r M m p fk rs e £ic e + s+ -rw x •z'^- �I w a. (;., s,�a ". r , s Y z C',. taw. r r a .w L °: (3 1 F S }-i d 1 ] J • Y Ltd .Z�s:ry t . 1f.Y ...., ., _ , n. n. . a r. _ .. ..,,. .,. l.e, .n r• .v :r.. ... , , .,,.. .> rae 1 � rv. o- ,... v .. .,..: . , ,..'S ; �: ,, ->v,• ..�, ,_=r:. v7+,��" :. ,., . � w � ,, .,,.ua ...,.. k MANHOLE AND ADAPTER a ` //++ AND LOCKING CAP. d�KK 4 - GENERATOR A PAD ARIL - GRADE �24"x24'CONCRETE PAD. J. nA.S. d.d.a. s - �f CI,EAN TAMPED EARTH 2'VENT A "5 OR SAND BACK FILL. .• " „ a PE u G n x , ! OVERFLOW RETURN LINE -SUPPLY LINEP .~j•- 2 r'. '4�'. »,:":k,t r``^,.`1�.,+.x ,�"TMn„x�,st,K ."7:,,,'N'.„fir, _ •., `- �'' . -. �a __T" �,a o�. �'.w,= ,�,,fi aU . �� .. � .> • I '-"CA ^RAVEL FILL TO >; ''' ? a F x,,.. COPPER FUEL LINES SIZED �•,,:'., �,9.:: �#,', ,�'.r�'+ri.� ...,.. BY MF'R. FLEX. CONN. ENGINE -; _ 1 ELECTRIC FUEL PUMP RATED FOR PROJECT —\ ❑D -J I STRAINER COPPER SUPP. B RET. O• SOLENOID SIZED BY MANUF» 1 I VALVE, ECT. WATERTIGHT ��DAY TANK FILL CAP LEVEL SWITCH CONCEALED (VENT LINE. II 120 V. EM POWER MARKER GRADE In GALV."' CABLES - FOOT VALVE a` m � x a LD t z Z { fir 4 arr'}rk itfr e CONC.WEIGHT-2 YARDS �.( � ,'�.��:wl a , k, ,> "%� z �. ,SOD GAL FUEL TANK FIBER GLASS :" BURIED GENERATOR FUEL SYSTEM FUEL TANIf rr (COMPLETE SYSTEM IN CONTRACTORS BID. NO GALVANIZED PIPING WILL BE PERMITTED.) TANK MAKER DETAIL (20i.20x'z4" CONCRETE) STRAP BY-I—� TOP OF TANK. TANK MFGR.� f <r• fr, + I 4._0. iz i WIRE ROPE WITH 2— t CABLE CLAUPS. ° ! �� s f 12r'MI,NIMUM Y I ,:,,r Ti;RNBUCK„_ E S—... a < 1/2" a STEEL REINFORCING BARS 12"O-C-E.W. `;. ANCHOR BOLT -HOOK AROUND REINFORCING BARS. 7'-d'n S-0" --------- CONCRETE PAD DETAIL DIESEL OIL STORAGE TANK To 21 10 4- TO a STN & 11 TH FLOOR '.11sii•,1'J,T�t:w"ik%„.'�e .`r?ksrtcRu tit, m5'xra':»ir wr.,a.y ,"ard „"f`.r rax,. 'z;i�' .r,e„_ ETER ROOMS ( TYPICAL H 10TH & 13TH FLO ORS ) a- x x k-h L" µx �iKK"x�.° {I J� "`tom i + �' �P, R '.� J� .. .,- , . .,,_ ,..< . , n..,I. t r , _..,« rN ram,; n rv,r r::. T. Mr t 1. t;T _r ..., -s. To Tr✓IG_ 5 F'�I-� es~F�•,y: .F;"Na . .<a_.. N•C. , T�ii f Y # TELEVISION / TELEPHONE ROOM TYPICAL 6TH,9TH & 14TH FLOORS ) \ 'l n I �t+1�l� 'e✓�-3' i Fn# G G a # ' STH FLOOR t. t i w ' 6 } F9 L b s 1 +w F e z y�b ; 'rr x«i yy I li-110 \/e-UST 011H 15 FT, of poi Le-p j F.P. & L. CO. VAULT 4 �S- 5 —2 4t . �o f N rf 3 2EL.9LP,TED '— L?� C To co,.iFucT SEE 2f =L C. z/K. - oal �e a A b i a b h a m .305-832-5579 d e b a y and associates consJfing engfreers 227725x f n�aish3han avermie wev M� ry ,�ry VRM• ondo 33407 4 o P 0 •— V II V a m .. -� 0r F �ry —o o, r (_SHEET NUMBER I E-8 aF 12.10 12.`� 12,8 1�.7 12.6 t9TH F4 ILIA II.Q ILS 11.7 I LG 11TH FL,r_----____.-- liar N y O to c � ty; Z � z m 15,5I 113.41 1 1331 1 13.21 113, I f1- r -5 � NI � 12.5 12.4 12.3 12.2 12, I 4 ` 3��4W 0 6SooG�� b(IW I I' S 75 7.41 1 73 7.2 7, 1 S.Io . • 5, 8 15.71 15.6 I o Q137,5 Va. �) F"l-le Ps-Tep ELECTRICAL RISER DIA 4.4� n -3. S I 13.41 >3 52 5.I 5,1 6TH FL. u e �-1 o —o pi N ® O ' f HW U N V � VW W d La w V ° j m W N N N f N , N ^ O N FLOOR,, i °..- � nw, , p, BLDG. SHEET NUMBER E-9 OF SHEET NUMBER E-9 OF — k a K; "`•'^.q, —__.— 'z•,„--' A r• ..�e�T: ` �s`'�.�+�'.ku.'��na+;�..c'�'r�'xi�i ,`�a&`„8:- solJ'(N s arm �v IaT� �� L>�/IGES -•—C UNIT ( TYPICAL) VERSE SCHOONER UNIT ( TYPICAL ) -IOONER UNIT ( TYPICAL) r p 4 °41IRI�14,5b SPA 2 2`�, At4iSPINNAKER To aTl-i �1�? rx-�IG�s — b. "F a nr - � s"n.. . � r �d�t, dG "�t� �. n I � 'tie '�'� ... ,�.,� �, � a� +� r �i tt pD�, � ✓✓�� 18�}� , � y, —G''C/. ° {£ ,•�+,bi�a in fis��i ro$ �n� r3'�ir wbs�,�yy�;;�"ivi�" ��n�' � BI+ �. a g c��HoJI��GN �L- IrJ ac�r�tr; is 20D I 36 14 32 14� 31#14, 2l}�I4 2�"14 20 k} iiq"14, 17014 {6g14, 8 #f4 �7 *41 la lam Ia,If> la,lE5 Ia IPA Ia,ICU �a IS Ib-,IPA I!> IP> la,irot))1 6. &5,1'Ci IPA zlo#14�7A,713,3-2"G. 5 S - s S = s Sper- OR3t4 2t� Pao sTcF' �1 a�1, STo� g��. ��c �H L�'gf s I��, dam. a �T• �a eL'r� Ire 1 s s icy. (o . s�I�1KL IzevM 2g g#{4 (.sN 6*I4 Misr FIRST FLOOR ONLY tT� GI Ct-1 22o W,lOa, ob 3-2"Ci• 3*I4 `. 64414, 1%2 G, � 14 S (a r J i 210#� r r ' . ,::; -� rr ri r k l�v x '� a .y" �s�' -: a i -. • -t^� � � ' . ' FIRE A! ARM RISER DIAGRAM ', �� _.�1.'4. "klt�..a�.•rv". �`a,i." .N ,F%°u�"�.:r�"`�„hw..v �, ram` - � h n� ri �J r r rvz Fr TELEPHONE BACKBOARD ( TYPICAL ) q'X 8'x 3/A �M4-18 HI -17 1 / # jCxjI Gu�� E114-I6 ( HP4-Is L�j n � I -- II r �r I �-i6v n db 1 t'13 14 N I' 3 -8 Tw I _ 1�—. �Xp f" nrt�1 IG e-UD COI-11-4 (-(ffF71ea-I,) DIS i �iP�1�lo�-! FL.1 NTH FL. STH FL.. I I ST FL _o p� N Q P O LoV V " a 0 m �r �-0 a N N —o on r VY`w' CL r- sHE ET NUMBER E-1 O OF .y 4 Y . i .. r... ,xv Y rt , . ,J^ . ,,,:. . i ✓ ^; ^, v, 4 {-. �Ij_ . F J i�3k +. -. � x ... c { x : v.. � � :..��zz .+ 2 �... 4✓. r... +rxSSYiFu-«vy:M.H^NO3s w .i. i y y. , ' ems. tee.....,.:. �M.. 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A « ,�M' n ,F..:. �. ��... .P, «ra...dll' sr, _ S. �..�in<+:n _ ` v 1V p�'D►' �Nt�^ S., , i . I•;.,. rn,i,13n%Loth' h a � az cm 4s z s rs'�'k s •+� "✓x+ a L ar', sfr rrro '�y=�'� � , n t z1 s ,fu"„s l t Az, xmu 1 y 'fL1 .+ t '¢ F Y• .4 "�y�trT. �.rTA �ftti. �j`"{il3 brabh - • ;e + ♦ •ss », p � u+ V Wcar 6 r Q LL r �Y 6 J : m wN N N ANN n a, Z� oa a -o OM N M 1 a vf1 ...... VVUIL VT - IV AIR CONDITIONING HILL YORK BROWARD INC. DWGNO. 123 9 ANDRKWS AVE. FT. LAUDERDALE. FLA. DWG. 01 I'L _r6LAND DUNF-5 APP. By DATE A00f= PIPING NOR7i4 R SCALE <11cp of3t�Wl/va-; z t v.""�,'p "'d THIG M "'A ll 4 al REFRICIFRA.TION Jig: !''/y RUNouTS v.� ic) 9 A ®„ * k Air CONDITIONING HILL YORK FROWARD INC. DWG. ND 212E S. ANOREWS AVE, FT. LAUJERDALG., ►LA. DWG. By !. SL! NLI V vied APP.. BY ROOF PIPING DATE _ SHOP D R/7W I N 1i 5 SCALE t xf IT -Memo O TO IT- y • ,-+ _- ft[Pft IG[ftATIDN ONLY by WRIT- TE N ONLY T[N CONSENT. - - - - - - - - - - IA I I nn ov Roof Oeb4- I�s LO vJ�D{ 30 ct � 6�Y r ,4€}� E ••.. 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K,y,: MAS ..,lY ,...:. fir..... +...,+.: ,. .. :w. wrr r. 4 R, "b.. Y F 5 ., .. p vA arc-. r -. _.., ''JR..,r.._J..M,Fd»s'r'S':+a .. s..>•atk�C #ti+� ,tASL�ID �G. � i&�a e,. _. e �.i� :a. _,e�y.-t ..rn � - ... �''�`��,. :. ... .`3.As �. � - .�. _ � - n.. .� A� ..,_... .,., _. .L_. _ ...... .. ., F _.. r 'L Z ti N REVISIOS is s a sA+ 4 r ✓ (� y s ,ti —� s'9ey4�'Ii kP y ....�.�..-.«.,.. y �,,/ t �,( [) ('� /'� l p, (� [) $ fir, � ('' .tilt CONDITIONING HIL..L 1ORK BI14�.AYY�,''i RD 1I'`C. 1wG. NO ,:. �1t '.,AUDERVkLE, y,>ha ��25 s AN,jREW5 AVE 6f. FLA. 3 (HillAPP Yr, t o..TF r _M .vcrsrrwm-rn m I? z m -1p , p nq"� E%g p F-F- 5 wrrH o 24x 24 V_A1_ BICYCLE STORAGE [�L w L10 MCI Al- 9 3W, P-7 all E. NMI' Wvx- V j JffW A'"W VAV�4� E V LAWN MOWER & POOL STORAGE ............. AWV prT 2-t I;� "wvu ri P Poole wl 10 tl TRASH ROOM BUILDING ONE GROUND FLOOR PLAN_. LOOV59 . . . . . . . AID t%nK1n1T1nK11K1n 40 SCALE 1/4" 1`1 0% v". 1149 N 0? �?T !KIti1 NRRN" F SPINNAKEFk TRANSFORMER VAULT ROOM Z BC ---I SHE ET NUMBER AC-1 OF L - ---,A ■ pry 4,r as<. ��`�,a. �d'.d,r,`" °�r,�_. a_:r'k, '�� ,�•� �Sdag�'^�S�.aek.��"eh.,�r,,. `�;''.�'.r xra; ALL DUCTWORK ABOVE ROOF LEVEL MALL Ba Is oz. COPPER COUNTERFLASNING--- SOLDER TO DUCT ROOFING --� 30a 90■ 1/0* ANGLE ON SSIDES ATTACHED TO BLAB AND DUCT ARIA, u _ .---- RAIN CAP IS OZ. COPPER i BIROSCREEN 11 — 4" CANT �T Is" i 1 1 ``AY7 A x ^f^d4 A3 1 Yk':t @ f. "7x . r�. a �i 'rd Pau t Wt i TOILET 1_` CRY = . EXHAUST CHASE DETA N N r Ao a z z m m CONCRETE SLAB 4" DIA. TOILET EXH, DUCT 2 HR. P-A.TED CHASE WALL CONSTRUCTION W L� 3ca (!rv1. 32/� � I 41S 60CFn �rx3 '4rG� P GQGxk C�M C_xs - r��l Gp'M 4 L Yj — 41 Wr I6x1G i. 12�12 y r \\ i ('RASE ZGKK T IC100 MIN CONt�i;NyEQ VVAT�iC 14Ef��j 5 /a Q I ia fir _. x 4t as P. f ;j'.r4 e 5 ,. .a ,^gym nrc, ._ .,, d _.., r. - • ......, ,. +_. „ ... u ..... ,.. ..: ^... .,. ... _ w .. • F" :EM wlrv' -� , n _-. ,..... n..e :- Y r a . r „ n TYPICAL APARTMENT PLAN AIR CONDITIONING �B!rP ,g x �p , SCHOONER:;, WjZ IG;<G 'luvG�FA 14x6 r co (;?x(a GD 6K46 cl, 25 erN\ k IIx� i I30 1 WK eA)K8 W� 12xG. 1'r Af,3 i GxG 7 GI6xIZ 00 11J C rN\ 00 SPLIf(E(L j 180G�M Ac-s I\� i 24x8 'HA5E- A �Ara`t 6,, 4 t < _o y N O P ® a NLL u N V V LLB a 0 NHLL Z= _ o V m IOC wn N N Q r� W �a a N Imis N N o� u kv t e" S 'n f Y A Y > a er Y P I � d , r a ai a P � h ! 1 `fir}� 'A"•� �' t F y M 5 ryw 6 feA Ali F`:4 S.iF. MI!'W _ } t kYSM°i t'i P b qr4 b�F� y. 4 rim' 3 x 6 X,. X •'4�^��i'lipp�h�4 "GQ W�e$f. i'CF,}ph*t 1 we rG i r k ..... ,�eJ"h.'� 9{. x%:x•'a J �i'", b A� R,:,r�Erp � f of J x '"J + f rvf K yy "�, t ry aks: x 5 y y � M1iY wT`y, L:a. 4y..r. ;. rouc"N,c r ^� Ira£, ,�:}�+•" s'} aC}"+,^� , s r`•k 'i ,1 ?�Sp s"�! 3 ;aP l >�'AY J "*iyky;.' R� v y Az Y ✓t o-n'ry %' Iq, r21, as t • • • • • F . ,Y4 1-300 MIN. N-lle✓A — ipAr V, SPINNAKER rz, WE 14-,46o 0,s tl ;, 125CFM LL 69 D f: m We 04KB 2105CFM EF W R SOX 1-2,". VV'W 1'(N(� 400 6 120CFM 30 CFM \A,/ kl I& y Co c- D to CFM 0 (ox4 83 IS Y- W TRADEWINDS • Alt � , ,� j='�' �1 © � '� , I �� f ,.. 1 � : 4 � �Y � �, '-' n r� � �.a u 115 6 5 GPI r-- T ora- "EV a K Pr 0, -i !'I ol, pl J IO)cl4 -;F N WIN W/o 7 77 IT Ac- 2 (14c - j1 IL 4i. 606E WR 2o fAccrm oN r L TYPICAL APARTMENT PLAN AIR CONDITIONING SCALE 1 4" V- 0%,� `� 4 42 1 i� ■ `,A y r c t i -gyp �X 9yv '�M � s�� X w I} P 'O ' 4 �,�„��y l h§ h `-t 2,xi,i � lZK z v� i O k a° " MI m F tl�' Uf gX'p I`'N, X4 IZ.K Cp 1� I . 4F OCFM Y� yE �x i 3� Crr� 'ZIA OPHc,I� r. ' `�OOGFM \ e FRy I&rl2 x8 \ \ �Cr}ax So C F- ~—IZrtry6TU2NGe Lx 6 iFM `! \ b `V � � I PIPINCj �Fr1 Tzx do 60CFM 1 Flzc� / Gx4 2E50GF } x '42�4� 24xI , \ �r� �T 3/4CL2--!;� �� ixb f � -aLc y x c! �' 2 � 1'�i^'1 �a #'�} �£r�,'• ENV b 7€Fz TC4 ,2x,2 Iv ' R _T cn Isx,s 4Z5 CFM I�XS CD I5k�5 425 CFM +,x Z— ... Na X'3 IMM bdob r a b I 1 a rn 305-832-5,579 debay and associates consulting engineers 2725 n. austraVian avenue m G P � y 4' w u a UJI O = LLI o w N y� N I Z> p LO N -- o O� N rSHEET� NUMBER AC-4 ®F i west palm beach, florid 33407 7r`FR •s a ars' �T.t + mai,.n ^Elk"�P +'a^.raM'i� rw :�, x x ,r'•zd"- ' - �-0m •"yd'a' b +3ua ek °£.ir'. �u �., YV P V � r't1r {IIi.+ f i°��`��1,�q •li 'dIk ,%''*�, ,d' '�: 1 R, +;.^Yi' aM,-yy�§�: 2 ,.3 {y.k1l. t w F AIR DISTRIBUTION DEVICE SCHEDULE MARK DESCRIPTION MAKE/MODEL REMARKS C6ID CEILIN,= f>FFU5E'R M (;T4,LARC- .500 Q wR \ NI-L Rr.QgI5TElR V4004 P E'a P X HAOS )T c.:RILLL " " C.0 - 5 — �Z a F'I! -FER RETURN 6veILLE MELAL AIDE 17 HI-_ (�03 Q OAL 00TDC131Z AiR I OUP IFF R — P.It4L~1NS s-4�:c7 rxT'•fduCaEn Q Q r-XHAUsT ^4K L�OUVt=_ A11zl. IO X64-r�, TVUMED � O p r�5rvrl.ry F'"m ® rr! t,__r Q oPo v aLa v t�ern�'K WH111< �IN15H ® r1LTtF_F t'f 1 �, yf mx (D L,iMzvN 1 /! A COOLING TOWER x PERMA — PIKE MODEL NO. FT-400 1366 GAL. — 920 ENT. WATER & 85, LEAN. WATER AMBIENT AIR AT 91" F.D.B. & 796 F.W.B. WATER TEMP. RANGE 60. FAN MOTOR 15 HP 208V-316-60HZ. ADUSTABLE BLADE, GEAR DRIVEN FAN. .,...a TOWER HOUSING OF FIBERGLASS CONSTRUCTION. NUTS, BOLTS, WASHERS, ETC, TO BE STAINLESS AS OPFERED AS OPTIONAL TRIM. VIBRATION SWITCH IS TO BE INCLUDED. BOILER RAYPAK MODEL H 1336, "RAYTHERM" GAS FIRED BOILER RATED AT 1,336,600 BTU INPUT AND 1,069,300 BTU OUTPUT. 3180 GALLONS PER HOUR OF HOT WATER @ 400 TEMPERATURE RISE. PRESSURE DROP THRU THE BOILER IS 4.8 FT. HEAD. 2 PASS COPPER TUBE HEAT EXCHANGER WITH BRONZE HEADER. 24 VOLT COMBINATION GAS VALVE WITH GAS COCK AND PRESSURE REGULATOR, 120/24 VOLT TRANSFORMER, A.S.M.E. INSPECTED AND STAMPED, 160 P.S.I. BRONZE HEADER, 125 P.S.I. PRESSURE RELIEF VALVE AND ELECTRO- NIC INTERMITTENT PILOT IGNITION I } �I FAN SCHEDULE MARK SERVICE CAPACITY (CFM) S.P.- (IN. WQ) MOTOR H.P. ELEC. GEW. (V/PI41CY) MP4L A MODEL REMARKS EF I ''! w !1I/ 1.1 ^ S/ ' 0v! I; v-1'r-�J FENN VENT. 7_&o O =- Ep- Z 22Q 1/8" i3O W 120-1-GO PENN VENT 2'-8 1D EF-3 ELrzCTRIC, ROOM 2711'> I/4 '/9j 208-I-&0 PENN VENT-BF-24 EF-4 TRASH ROOM 300 Ye" V l 120-1-60 PENN VENT•F'.12j;2 r-� L41V✓-I rn0V,/IS f DM C�00 ve 1/jc) I-C,0 PC- 1JW VERIT-p1OR 3 E�-7 BUMF' jZldn� 2 5 1%C3,. 1/Zrj I�'r)-I-�O --rJAJA l vel`,1'-F210V �® Q Er-3 e,)oL- CABANA 300 %g 13ow 100-1- [mod PENN z10 ti I i C+• I � 'bW L4%�K '-S ~M a • S it . t> r a #` 11 AIR CONDITIONING EQUIPMENT SCHEDULE T UNIT NO. MINIMUM COOLING CAPACITY (BTIUH)Q SUPPLY AIR (CFM) _ OUTDOOR AIR (CFM) MIN. HTGJ2 I i CAP. (BTUH) GPM' I EEq "W119 j COP (HTG.) MAKE $ MODEL CON. UNIT / FAN COIL _ TOTAL SENSI_BI AC-1 62,61n4 _ e2,064r' 16,5 10.0 3.3 I LA.i? tgAT F'LlW ! 1sv 192 ,n6K) _ 13,0 11.0 4.0 r I ev,52 ✓ 3 34, 'z5)4e 1200 — 44,/. 9.0 11% 2 4°D rdf HI V3,1 -4 3`4,4W 25, 46012 — q 4,600 9,0 11 ° 2 A-, G) H CV !-,4 1�L-5 34 -?Z 4GV [,Zoo 44 O 9.0 11.2 4.0 M`HI ij�/ N15-6 ate, 37, 17e — GS,OG 13.01 11.0 4.D h'Nil _ Y 2 34, 25°r400 12 12o 44 4)�-o 9.0 11. 2 4•D f= (' Nr,H3.1 �G 7 6 34,060 25, 40�) 1240 120 44; X0 9.0 11. 2 4: 0 I rv,/ 4 8 271000 2C7,£aO 950 220 71 11.4 4' 1 rr14je r--2-7 A6-9_24 106 44 • I H's be,r 10 34,WO 25, 4 z 1 9.0 11. 2 41J H�5O a4 A/1- 11 16 2, 000 1 4�)5oD 2 -- 4azic o 1'.5 EU.S_, 3.k3 1%l j( H ev 602 � rm b yrw k i� In.� j • PUMP_SCHEDULE _.. .,. MARK R SELECTION BAI)ED ON - Q.P.M. FT. OF. HEAD H P VOLT V PH. R P.M. IMPELLER M ELLER SUCT. DI$CH: MARK REMARKS - MAKE ---�~- MODEL 1'- I AGG SO 12 - 3 113C.0 I0 7 50 206 3 17540 12" G" �" (DI 2 �A 5012-3 3�a I�? 50 204E 3 175D 11z :�" 5" I 'Z I ", v i 0 II fkt 120 1 17? E) t s i 6 i _ '`�.�;, � > ,; - > � � � •.P �,a ��,1,�1`'�NfJ H�N�I�K vlv� '(p � Y is d S 'R•• ' 1 a ' >h r ar { s ♦ , .. ..,� w � s s a .m'`...%., r e..i.,;+�•.. v....o- :is....,�� r .E'.. .,�.t'?,r.:�.,. .. x � � >, � CONDENSER_ WATER PIPING ,:Rk ROOF PENETRATION DETAIL m ms"` tka. R r bh .r 's 5g 9p= n I a�b x a J,aa R t�'r� ns i r s,y a 1 64E gw k h & 11 e� U rN 1'f b % mR i , £ £ S4 r i`�4f4_ywoov 11 I M Tod' I III ' 11� b l a b it a m ,605-832 `%79 bda debay and associates .. ' consulting engineers 2M n aushaNan avenue west palm beach, florida 33407 i a _o U ® M W w III � H V I W d HLL 0 N 2_ 0 m W N �n Q M or , z a W a N • to —o a, n (' " ,� #,4 TM Y'x`"Y e, a. '-. ti .. �. "'f$-^.r, • , ", , . . " _ , ,.�.. x.i ' ,: <:..to �, 4 1 ✓ v _ x Y sT�aaNZw 4> �_Typ vX u ' ig x a 55 . � nx J _ RBI ",4vsi 'e-1—nU-rj'W r (T '(//s,'�-� i4T��,,. 4 �T iti (� P) tz�DU D f?��xuK� �i L, w/ v> ai t.t 4 ov�ZzvN5 �r=��w C'KsJx ! cr�J � �K�VNTa� „"vRNw vAbve I �I/I MAKE III WK t5K (-ryr) inTrr�C r��T� v'l� 13�(�Ass AG- r nor 1TL, wl:�� r"Korn`hTl� - WA..,I� Otx1 GONGr Al�1UA�sj'- as �;`a,,:��rp k'�i_'a%.- iv:�"",�p"Nk a� ,4'�d�s 4)A• d.3 .. r.: ��`P . §�'�". � liA� TOWER, Pl1MPS"AND BOILER PIPING DIAGRAM � � ��~r C g` 4 x I�laovlp� 1.UtonA�(� {i{C/+1N Kam ' aly ddr / 1 ,.P xr� s CONTROL SEQUENCE 3` 3 PUMPS P-1 & P-2 SHALL HAVE ON -OFF SWITCHES IIV MANUALLY SELECTED & ONE PUMP SHALL RUN CONTINUOUSLY THE OTHER PUMP IS FpR STANDBY. _ e DURING COOLING CYCLE BY-PASS CONTROL VALVE SHALL BE CLOSED, TOWER FAN SHALL CYCLE TO MAINTAIN £4r^F 01", WATER TEMPERATURE. ,K,E UP WATER 116 V., IB AMP., i PH,, INTERLOCK I WITH CIRCULATING PUMP. INJECTION POINT — _j - O a 8 ® g A A B i B G I 8 TO ROOF DRAIN � BLDG. A!C UNtTS @ 1 @ 1 @ 1 @ 1 b LOW 3/47 STEEL COUPLING WELD AT 300-450 0 USE SCHEDULE BO L, POLY TUBING TIO INJEC N DETAIL CIRCULATING 101 COOLING LEGEND ITEM 1 WATERMETER E.C. 2 BALL VALVE g GLOBE VALVE p IMPULSE CONTROLLER S AUTOFLO CONO. CONT /ROBE G SWITCH Ir 7 DISCHARGE TUBING S CHEMICAL PUMP G AGITATOR 10 POLY DRUM ® COVER I2 CORP., STOP B IN I. ASSY. 13 SOLENOID VALVE 14 CONTROL VALVE IS SUCTION TUBING IG COPPER TUBING 17 SIGHT FLOW INDICATOR C COOLING TOWER TREATMENT SYSTEM. /� MITC® CT—1 20 e 1,. TT1A i,� `'i '$,� 1 .Kp Y � ✓ t .JiY �'L..0 a"?, :q a«t r f ,o Yf- WS `e iY Prs L 1 t �M 3 ' r tl o — O 0 a ® N to ~ v Vd W W 0 N 2MGM= v ° m � w �n Z< W �I N N O f' 414�I�. - _z A Mk vp 3/ ,J _�---- AG- 2 .. III, I r,.. III 1 0 .I mr . � > +[ f, F ly ��h�: 4 ,, Llak TI l ."pry I by .r., .,* i.:, g �",.rM1� a t e �$ 3r,' + 78tl '�PS P�J�4p „tk, `'�� , r•Xi L �u '�'�a,A'i: ' �.,. ;. 1 v rly ,a,.. ;� k� rt a, rs ,v; +, ,'' �' ii` •4. v�ry�^ t�ti ;9" f�4, Ira, r., s ,..� t + "'.�xd _q, uh`' `I',fi l,flm � I, e' Y � x ��«<;'��'< ','`k;Y r'RgF s ,"c: �:. � .�.,; :•t F+' �.wa ,'Aaas :i ,- '§ a u fi k r a t l e nJ d u N 1 4 n 4 1 y M Lw r x a „F RISER DIAGRAM ` I101- I ` n t % � .,.. �fi .; ,r. j ,i. i''�•.$�YIT `"�, '•'6 $t✓s.ti u f: r a i6c't.. n.'.<o y ..,�'k>d4` ,1 . a .e24. fd v �.•:A s I i'.Y.. r :::+ £Jx,3'S, a„v ,' "..,: �< i. 6 , r<, , '.,.i. .,iJ ,.,. .:'..a, Ml, .i , ., ., , Y., i 4, v:.. .. ex4,. ,,.:,Y 1'i ... "a.• i. `..JI �'ir �,`..,L T .IT'", f Y4` W, '.:9 ,�. �;x , .., x m.:.,,.„, ,, ,,,.I , , ,"_. a, .._. ,,] „.. +. f .,.. f .. "„ r, T:,.j,x ! ; .+� -"'+Fa ..§�'.z• 'le v xY, i '• �¢„5yM4, ., i4N xfr N .Y P0. ..i A '_F" �"" 4. 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THICK CONCRETE FILL CA wL� '�'`' D w * 1 p F rpl a +r yF x5''Y' y kJ '' F , i ': § 5• I 11„ `1( ¢ im / '\ (1 ,7'J .f \�v. }\r. diT �, �;t c`i',�.ba" °xcr• �+; sl Ta•�' I P � s�,,, ,p si -: ° ., lie, vt_y.- rq ,,> ✓ . y rv,e v ye 4 SUCTION" UC7IPN LINE q Yr.J DRAIN LINE ` i „ %��rJ":hy I*��yyS�Tl TANK TO BE STEEL CONSTRICTED' fr; �,z, s , t•K^>s.r_ n 'I ' Y y , " "MCA APARTMENT RTMENT .� -,{ WITH A BITUMINOUS COATING. rk tF £ r I ace r.°'*w+`' , , �r fi ,. ,..,,,',4+;• _f1 // r t' n'. ::^..' :, « .+` •�.a m- *'m'�u,^:r l'".aar �-u'k1t� ijlk lA�i �, a`<.,,:,a`.t k!, �s,-z'.hx b. {,. ,`, /�; - �'3 • u` � w �<, �a ly 'K I ' \ • c W :xgr,. r�jy' �p � �.:. j 1 ra:: ,"n ( 9 ®•w 2• STEEL STRAP9 �•tir &�`'r µ'?x=3t s *,: ', a'°%7CSr fi„ ' r .r"I's� Ins• s';; :. �., `�' 300 GAL. CA P. ROUND TANK. _;�'a#'�'� ,. ,� ,�+rk � � r "��'�w rk ;�' 'a ,. `�w�,, i„:;••'m i2" Ai4, AROUND 9- I :� ti"T�� \ � , ,}?kr ✓', :i". rr &eri *t w I `Yx*r.'k+ t."3 ':'.. 1 p1a. STEEL RODS ® TURN -;` xr, x.. 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REAL 4VAI- H(--')T CdDi__F? WATEF' RI E€ � DIAGRAM FOR THE SCHOONER /2 PASSPORT w of r •+ If 1/ to P P-2 � � g f 314 4 p , !7 O©0 Q 31, �f2G 3° W� 0 .30 TYPICAL APARTMENT SCALE 1/40 Or r 92 1 P-2 t ELM SCHOONER r I I 1Y2 t 3 p IV Yy� 1' 00 00 I � REF, 0 O� aN� wm r V K a IX O z u m wN �n N OC � Q � Z• w ,n NO d e b a brabham 305-832-5579 $ H E E 7 and associates NUMBER ` consulting engineers. 2725 n. ausfrolian avenue P-3 0 west polm Bch. Florida 33407 r •' 4"t-" 'N"tLih y, '�' :'ry4: 1.k�' J A �F''4.3' k' ?',y$L Y icy', Y 4'y� 'b �bM1& $ -�, t ; ,a •c Y " �•L 1 ^„yt ° �`ftl�a '�y 'v t e, *G �, "s ,H3 s rt� �' ''.,, �4� .�4 a •�'*E,>r�`3t'k„r+,� --y{ �,;Gfi,'F '�'� ,«^�'.yut xa'?x'' i �. �• Iffi i C � { Y� � A.tr „'� X b' '� w rz2'�• 0 a„ � 3 ` _v `3". :'= �x !"a, �A. �. a `u"�'C+�z_ k '?serf .� „x y';..'� , s .o.rk�,kei�a fie' ' �a* � �r' � . >� 4,., n..s•�. , :S �t+a� �i�i{%/*�rns 5 � 3 / P G.O. 4 t f / ma�yy'' i A l At -d t ^ 1 YFV v 1 944 — 4 42 .Q �P• 14 , 40 e 1-lfy.f. 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FLOOR .. �; A n I / ,047ve' cell NWL ,wE 5 cf%0µ0, Y " s- ti i' L� }l�w -s f�3 s�'ayy �e� gly4sa � n m�fu•' 3 l 9 t r r m m 4 Z w Q W K I n V 1 4y' ySkPy W W N h ; t- n —o OC N o O � J M NLL M �-- dab W LLJ A H � O w e ® y n J m ce WN M z� �q N, -o oM N a r " a P- 4 Fr.5'Yii1'ZsY� n i/ T 1 �q; x a „ Cnt � ! i L W { i �I �r 0 P_2 L, ►=2 r � b iI rr �. �ws i °i f l�j W 9 aS t WASTE; AND VENT RISER DIAGRAMS � "•f' FY � Y '¢ } i` r�,v C, +1 * � �' i,.,.- ! k � 3- kih � O�; +�Sr�I A i' fkPe f� dam" f�*r� 1'N,IM^` ��E{ � .h e p � :�'*� RVO 6"1 � (A �i 1 � S {� YNN t 5 i •�- �4 r f}� x � �� w >ar a ✓ � '�* ��.Z..aW,,nn iditj... i1P YSH 3'A C L TM*d t xYX ^t "'} ,C ''4S� iwe^z bu +kf - it tv iwyYe F i L k N 'A a 1v. ;kx'N) 'l `F55^4RWY •4 `� 1 `^fir. 'P $ �i�a"'p W -:".Y Y YY R -ii. 1)+ l bph Ii5 d%" i ,j� R%, [J R E fi' "AfF,4. trnT. T * -fi I.N. 4 j .Y Pori @"'i �✓r{ � �� sN�� 9 �.��T, .2F i P S'il ��`3�"+i}Akx '4y fit , -f;��?=`1e yS k wy�d �' � e� i*��'{d� ➢top �t F" � { §i tl �� fy. i A71101,11 1 1 N �q }Si Zfi N F M• L k F.� 'n Q. ,Y 1 "dC� X ... hh :F Y yae^a'l" � ''v��"' fP _ y�rvf�"m � �n it rt-.,1• x ,��,tl¢A'`" gd- ram+ Y� °�i r i:£ i3 p^au t ptYl 3 Ai":+ R>b`f av t � ®, C72Ata3 �+c�;f FL 'Z ,__ 'D45N W p64�E S2 �+t2At�t F{USI:. 1 t '-I «/TO FL Q 0 —O O° d � LLm I w V K itsW b LL � � V O m >A CV N i �a bn A s"v TR ) ` - __ __ . ______ - -- , P-7 j' L F FA 2" / /2 P P E 5 4 78 F. u. •' P-4 4"VrRJI o . s'-W aSIR NJ ' 4 � q �' 4 X f S �"`•7 F V I P- 4 -A x .w k's` r f �a l 3 i sa F- u. VENT RISER DIAGRAMS 4 H-- I-�'I" FL. 2"D - 8T" F L Y a a' tl 1 w Lu,. ; 4' � V a m w fV Sam M a z V 0 O n n P P brabham 30 debay ��s3�.s;v SHEET 84f u• and aSSOCIQteS NUMBER consulting engineers 2725 In.us . ahalian avenue a F west palm beach, Hondo 33407 �M� 1 �I �III�IIII�IPtlYNiIIR ��1a� -� 0, PLUMBING F I X TURF } MARK DESCRIPTION MANUFA CTURER MODEL 5 1 E VALVE OR FITTING NO, SUPPLIES TRAP C MAKE P-1 \VATER CLOSET AA\EPICAN STANUAI�D r-ADET 2109,405 1.5 FL. �IA • P-?- C0J/V7FR LAVA-15CRY rtY OTHER$ DELTA 526 MPO p -3 f5ATH 7ur--5 AM1=21CAN 4BfANJDARV SPIFC-flZk 2k,25,10312607,10q 60" or I —jA, (o43 P-4 SHOVER PLrLTA ezz P-5 KITCHEN ELKAY '- ia PELA +00 `VA H E P, GU GRAY E U, A"'f` P!5R 1517 '71 R -7 N K,, DELTA 6,jjM WE: R;eATH rt�Y OT)ilmll�l '710 P-9 TER 'CL05oEr T FAW 408 ia H FL. re N iA\ ........... U�INAL. WASH5900K 6501,010 xi SLOAN IS& J VALL HANCCk *797N P-11 POOL 51�r�)r K, CNICAGO A W 01111 M P-J�Y 0 T 7 444 77 , MS ELECT2IC VATER C06LFP\ HAWS I y low MI. wti- '% -Csi- 1 P- 14 PUBLIC LAVATORY AME91CAN -FrANPARO AQUALY�, am,0,47to 4Z8 O"g 17" 1204,117A 52.5 �Ipu J, P- 15 SH0Wp-R N Will, ........... .......... . .. . MOP RECEPfor, rIA'r 830 -AA, �N, ull,"O 11-1 . 111�1 I Ys A MAKIMMA, A Lei., dY 7 —CIO. WAST)OWM "71, 7�11 3212 4"FL 0- Cr- A -I -A 1114 I Y4" Iz _0 101" FL I /:z FL- P p-CiiT0v1e0\.,10e 4 1"i5-rp-LL -6/41, It 7-0 A, -C, UWIT. 57" FLU' L --Lj I ,, 2" FL I sTF L "M 'M 'II I ? 2"OPEKI 1400 i;ov, Pf P-Zi? VAL-0- 0 PUSH burfoki ZN IV. 12. Q-v- P. R.V. P, Rv, I A C C E 5 5 0 R I E 5 CWJRCH .5330.063 SEAT XVICA POLi-IfiHIED CHIZC)MF- PoP UP PRAJK L-K 99 5TRAINLF\S1, WASTE VENT C.W. H-Vv. REMARKS \vFT I VZ 112)' 1/z J FT my o //Ze 1/?, PROVIOr (rLKAY LKP-60 P15IP05AL. Ile' P\rcr-ssr-o p4A�)TIC )-;.5ox FAur-cT,e,1 DELTA POLISHED Cfl(oA\E r-I'Dj= UP OkAIN 4/4" CH1,Il 53-30."-43 SEAT 3 A/ )1i, 3W �P-" Iva M $ 31 P TRAPfn CONDENSATE DRYWELL • SLEEVE PIPE THROUGH WALL CAULK WATER TIGHT 21 LINE TO SANITARY *SEWER GATE VALW100114-4400ft 'A l�. CHECK VALV E EL UNION PIT ,�:.—SUMP(MIN. SIZE IGqxI6yI2 DPI) PUMP 20 G.P.M. 6D 20/TDH 10160 HZ.1 113 HP HYDROMATIC SP33A 41 , TI *SUMP PUMP D7TA ft 31i - bue yr A.FF A. P N.I.C. -1 ABOVE FINISH FLOOR ACCESS PANEL NOT IN CONTRACT PIPE ANCHOR PIPE GUIDE UNION FLEXIBLE PIPE CONNECTION GATE VALVE CHECK VALVE GLOBE VALVE PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE BALANCING COCK STRAINER THERMOMETER PRESSURE GAUGE FLOOR DRAIN OPEN SIGHT DRAIN ROOF DRAIN CLEAN OUT WALL HYDRANT SOIL OR WASTE LINE VENT LINE STORM LINE COLD WATER LINE HOT WATER LINE RECIRCULATING LINE - I APARTMENT WATER HEATER.i RBEElti <vZK52P5ZGALLON CAPACITY, 6"WATT UPPER ELEMENT AND WATT LOWER ELEMENT AT 240V SINGLE PHASE. ELEMENTS TO HAVE NON - SIMULTANEOUS CONTROLS. (-fo-FAL. j;7Aj-lwcm 4500 V,1 S Zoe) WATER HEATER "A" RHEEII 668-52D, 52 GALLON CAPACITY (,WOWATT ELEMENTS WIRED FOR NON-` SIMULTANEOUS OPERATION, 240V SINGLE PHASE COMPLETE WITH ALL SAFETY AND OPERATIONAL CONTROLS. (-rOlAd. RATING -9500 v,,/ 0 2'08 v) WATER HEATER "B" RHEEM 668-66D, 52 GALLON CAPACITY, 6000WATT ELEMENTS WIREl) FOR NON- brabham 305-832-E,179 S H E E T SIMULTANEOUS OPERATION, 240V SINGLE PHASE, COMPLETE WITH AIL SAFETY debay AND OPERATIONAL CONTROLS. (-TaTAL. Z*n&10 4500 A/& Zoe V) and associates NUMBER consulfingiengneers 2725 n. ausfraficn avenue - — 0 IF wesf palm beach, florda 33407 SECTIONS .4 �n�'.vc$l�°, ay .+`]Y��m.bu3t.`�' •Wy. - 'v 4 mw N+ ' 1 26 T� :34 35 'tArr r ` •lx lMLL - \ x \ 4 Sti 4� � �..�♦ 9 t \ c a ^ SITE LOCATION L 9 \ \ 34 & 3511 w 0am COUNTY, cm , INC. Consulting Engineers Land Surveyors 805 VIRIGINA AVENUE SUITE 15 • P.O. BOX 1449 FT. 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MODEL NO. A 3048 0 APPROVE EQUAL FURNISH AND INSTALL FLYGT ` ""' -,'6� •�` ALUMINUM ACCESS COVER MODEL R A r "U" &SCREENED NO. A 3048 OR APPROVED EQUAL P . . rf a; TOP OF LIFT STATION r • _ � "I _ �,, a a x " „ � N so O FURNISH AND INSTALL CABLE HOLDER . -� ' T;,a�,'z �. y�.'" 'g ^y w � CL W E T W EL L SEE TOP SLAB DETAI AV �Hf�LA FURNISH AND INSTALL— w AUTOMATIC DUPLEX CONTROL /ALARM LIGHT 8 REMQTE BEiI F: t -- NO.4 BARS It 6" O.C. (TYi E.W. PANEL W On LIGHTNING ARRESTORAC E rt, L V SEE DETAIL BELOW)- h FURNISH AND INSTALL SAFETY ' _ I d" K 'ALUMINUM OR vv n' TT VENT CHAIN HOOK a s^r \ CONCRETE POST ,�b,,x ` ,A x y S I,.i j.i.. 1 E k, .. STAINLESS STEEL) r43'",.` i 1 I t �Y r „ f' � ,,FUNCTION BCX 8 GAS SEAL w� n ' r� NO.4 BARS & 6 O C (TYP) E.W. r s 5 t I � �f ate, 4 nxx , , r x "''" ,.✓�� '«, )„ r7,e a '• p. " k'z ' :.:.,?:. t,x y';,'; r ^i?',x'.x�`., � 8 I •rx,«.,. , a .b�wr. -S .� ,nd �"'�a�' 3,�+-... v x{ 4U i Q P u�l A ^U ,%' P�q • \ ^ ;..t'{0 fit. t, !] 5 �: - �< �P�=T„... ,.. .. „ - .rot:- x a t�°, "•„R +' rF �'� i e„ �:: � a: �..k , • "� ,.,. ,. „ ',,: yn,�tL� .' f4 ., b'' r a . #t�. � r<: �,µ#1 r. rx* �a ,€:?ht'"ta r' " _.,eh,U, , :;y '._.... s V :: "E,.e: r n n �,CE... , . S •'. 18 d.w v�wa> «te.•nd ,� , x s, *fit$ 3 ..v °w. 1 S, ;:r e <Y_.µ ° 1t;:r•°4+9 K'd {:,: ayY Y n`'f„ 3 ., ;.:Ijl r+.v, a: rv'-_ , i"'�"a:. C ! * R x _ `,c'HARGE ELEV (] f BACKFLOW PRIVENTER \ l 4 CHECK VALVE rr m*k > `�. ° r n ' it y r � r,i:+ � • / (,. a' ` ` '"A ALARM ON ELEV. NO ] " GATE L• 12VA O.C. "L , t a ,•. „n 4ATE VALVES J - sD ' ;r ,�#?'�t rc. ,:kr '" Wz` t. ,.. A,s , a3a.r'�:tilrw "..5: ;e ':r ° • r 4ATPr VALVf..'° a T t _._GAT E VALVE w F INSTALL 6 I.D FURNISH AND S LL NISH REINFORCED CONCRETE PIPE 6- WALLS (TYP ) f"uRNISHANDIN57 Al L. LIFTIN(a M00� Blb • i CHAIN OR CABLE I TAINLESS. STkEF) . 4'r-49 BENDS I LAG PUMP ON ELkV ¢ qy L y _ . _.— k 9TAtNLE®® ;STEEL GUIQlRAI68 "` "�-- :. k AO PUMP ON E L F' V 10 A 1" u P 4"p 4" _ ----- tI1RNi`>H AND INSTALL FLYGT ENHyt(; k • t I(jUID LFVrL SENORS 0R APPROV LJ � �+i"r#V"d� r+tF"4v•t SY//kl"r'1'�fn NU UkSCFtli'TtC)N ,<. EL(,VATII)Nv' ..: „ TEE 6 IJATE VALVE 1 \ (SEE PLUG VALVE DETAILi O Ih o 1 a I I r , 4 o �a � p 0 0. t A !{ FURNISH AND INSTALL .,IeEe. llklen 3 AF v, N LENGTH OF JACK a BORE ROADWAY 6 $ EDGE OF PAVED 8 6 SHOULDER M� 7711 c LENGTH OF CASING PIPE PER PLAN to PLACE EQUIDISTANT EACH SIDE OF ROADWAY rt I SKID LENGTH I SKIO SPACING POSITION SEE NOTE# 2 SEE TAELE A II BRACE r.*'THICX PLUG EA. SIDE 77 � ,� k.. SLOPE PIPE CASING A� \1SKID TO ONE END PIPE, DUCTILE IRON CARRIER PIPE (M..,., STEEL STRAP, CABLE, OR CLAMP NCAINALPIPE SIZE DIA., IN. MAX. SKID SPACING, FT. 4 4.5 6 6.0 B 7.0 10 "'5 L 112 9.5 ,., NOTES: 1,- CASING PIPE SHALL PF_ ASTM. A 139. GRADE A PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORII,A D.O.T. UTILITY ACCOMODATION GUIDE. 2.- THE MINIMUM SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING. 3.- SKIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH .CARRIER PIPE. 5. - SKIDS SHALL BE TREATED WOOD G.- WHEN THE PIPE IS OVER 12" SIX SKIDS ARE REOUIRED ' , � fy, .,; z; s,.- � i,< 'S"�s ''rr w"FiE; �,�„ r a '��'rF ' 'Ii �'FIa h ,�� °`s 4 � e. >•' g m .• .,`�� Er,�."' d ( Y`-:ax • ,z4„ '3+9 , „r.; *. i4 �',G', "t r �' ,,w°: - , w `� f,.?. . 2'r IN 4 4* xT u`T s JACK & BORE DETA ` 900 C POSITION CASING PIPE BRACE CARRIER PIPE SKID TREATMENT 9 W/ WOOD PRESERVATIVE �HYDRANT (42"MIN BURRY) 1-'0' MIN. UNLESS OTHERWISE COLOR FEDERAL SAFTY NOTED ON PLAN, ,,�DLLL-----��,\\\, YELLOW 2 COATS. PUMPER CONNECTION 4 V2* A /'FACING STREET 2- 2 V2' OUTLETS WELL COMPACTED WnR FILL. I FIN. GRADE ra SEE NOTE t I O O WELL COMPACTED FILL �� I o > AROUND HYDRANT. M SEE STANDARD i o GATE VALVE AND VALVE BOX DETAIL. AROUND 6"MA. HYDRANT TEE 6'ABOVE DRAIN I 3/4THRUST HOLE. TIES. SIZED ACCORDING TO MAIN. THRUST BLOCK. DRAIN HOLES MUST BE CLEAR VISQUEEN IF REQUIRED WATER MAIN. PROVIDE CONC. r s.. _... ,, THRUST BLOCK 6"M.J. HYDRANT SEE NOTE IR2 CONNECTOR VARIABLE USE 3/4"THRUST M.J. SHOE (SEE STD. DETAIL 2.03(b) TIES WHEN VALVE IS NOT IMMEDI- ATE LY ADJACENT NOTES: TO TEE. 1- PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RECOMENDATIONS 21/2"MIN. 2- A FIRM BASE CONSISTING OF BAGS OF RIP RAP, SQUARE CONCRETE PAD OR COARSE ' GRAVEL (B' THICK) SHALL BE PLACED ON A FIRM LEVEL SUBBASE. xs 3- FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, BE DRY BARREL BR n k1 "BREAK -AWAY" TYPE WITH 51/4''VALVE OPENING 4- THE MINIMUM BURY DEPTH SHALL BE 42 IN. HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600 SECTION 3 g, Ax T K , ty A i i2g,CFirq { 1 R 4 04 y„ m'4M "Q t Sk k ..dM •"IY a' µ. +i9SSCC',.F"J} l!'rf '�` ' 'v. ..''FRI>II� Yn t d d''_:y' [. Y3^ .q •q• t H' i 3 ,n8 ..� „T�b x { FIRE HYDRANT DIET WHERE REQUIRED BY LOCAL REGULATION METALLIC LOCATOR TAPF SHALL BE INSTALLED F( ALL PVC WATER MAINS. FINAL BACKFILL\ i` INITIAL BACKFILL L SPRING LIN J �a o HAUNCHING co L,I m L- EXCAVATED n- TPPMrW WIrITW 4 F>y%FINISHED GRADE //BACKCUT OR° SLOPE TRENCH WALL TO TOP OF PIPE AS NEEDED FOR EXCAVATIONS DEEPER THAN 5LO'± 12.(FLAT TAMP) Lt � ,-, �Imnt, ,z �' T��A# PIPE ZONE (SIDE TAMP) LIMIT OF UTILITIES �_- AUTHORITY INLTALLATION 6"WATER METER a / BEDDING \ \ \\\\\\ 11 6"OSBY GATE UNDISTURBED SOIL VALVE FOUNDATION Jf ft (MAY NOT BE REQUIRED) I-, FtU.A. OWNER MAINTAINED MAINTAINED 6" CIS8Y GATE VALVE /y." SPOOL 90°l6") ELBOW ELBOW 6BACKFLOW 12'MIN FINISHED 6" PREVENTER 16"MAX GRADE O.D.OFPIPE 6" MINIMUM SIDE CLEARANCE _ 12" O.D. OF PI PE 12 MAXIMUM SIDE CLEARANCE 36 P R 0 F I L E 130 MIN. MIN. NOTES' I- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH - BOX, DIMENSIONS SHALL BE TAKEN FI+OM THE INSIDE FACE OF THE SUPPORTS. $" X 6" REDUCER 2- IF THE MAXIMUM TRENCH WIDTH MUST RE EXCEEDED OR IF THE PIPE IS INSTALLED IN ACOMR eq�r r�pg��/' P�py( R 2'/2' AP PIPE DIAMETERS FROM THE PPIPE ONEMBEDMENT SHOULD BE SIIDES OF THE PIPE OR TO A TO THE TRENCHINT AT LEAST B"X 6�REDUCER BACKFLO ■. • • mEVE NI•E• • WALLS, WHICHEVER IS LESS. 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. �`•r'`�,y„ )' i TYPICAL TRENCH DETAIL .T FINISHED CONCRETE COLLAR ONLY WHERE VALVE BOX IS GRADE LOCATED IN SWALE AREA (TYP.) COVER MARKED WATER / � \ �� \.� is • \"�\ � 0 1/4" ROD 6 Z C.1. VALVE BOX ADJUSTABLE SCREW TYPE a III I I I II 5 1/4" DIA. SHAFT Uj m LJ III III Q a Z 3 CM o z �M.J.-NON RISING STEM U.- 0 l P. V. C., ASBESTOS / CEMENT OR CAR ---e M. J. GATE VALVE WATER MAIN RESILIENT SEAT TYPE Gfit7UT PIPE ALL AROUAI /, U.S.F. FOUNDRY 33 - A MWAMERNMANam FRAME & COVER (OR APPROVED EOUAL) RIM ELEV. = 6.64 BLDG. / RIM ELEV. = 6.64 BLDG. 2 M 'I PRECA MANHOLE BASE W* CONFLICT , A- , 314"COPPER TUBING TYPE "K" OR . SCHEDULE 40 P.V.C. 314 GATE VALVE--2 BACTERIOLOGICAL SAMPLING POINT; WATER DISTRIBUTION NOTES 1. ALL construction xhaLL be in accordance with applicable Florida Department of Environmental Regu Lations requirements and specifications. 2. Water main where specified as Po LyvinyL Chloride, shall conform to AWWA C-900, pressure Class 150, DR(18). Water main, where :pecified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 for 8" & 6" DIP. 4. Polyvinyl. Chloride water main shall be blue in color or have the words "water main" printed permanently in blue on Three sides for the Length of the pipe. 5. Fittings shalt be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21 .11, Class 250, cement Lined, and seat coated. I 6. Gate valves shalt be Mueller Resilient Seat, Kennedy Ken -Seat or approved equal .Valves shalt conform to AWWA r-509. 7. Water Lines shall be Laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. BackfitL shaLL be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor ,.halt submit certified density tests as requested by the engineer. 8. No field changes or deviations from design to be made without prior approval of the engineer. 9. The contractor shall contact the engineer, Florida Department of Transportation St. Lucie County, Southern Belt, AT&T, and Florida Cable TV and Florida Gas at Least 48 hour prior to commencement of construction for coordination of any utilities. 10. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards. 11. Minimum cover shall be 30", pipes with cover less than 30" shall be concrete encased. Cover on mains within State Road A-1-A and up to the meter shall be 36". 12. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of eighteen (18") inches between the invert of the upper pipe and the crown of the Lower pipe . Where this minimum separation cannot be maintained the sewer main shall be encased in concrete for a Length of fifteen (151) feet each side of the point of crossing. 13. Disturbed areas within State Road A-1-A shall be restored to their original condition. All unpaved areas disturbed during the construction shall be seeded and mu Lched in accordance with Section 570 of the Florida Department of Transportation specifications. 14. Existing utilities shall be field verified by the contractor. 15. Water main shalt be tested and approved in accordance with the Latest appticab Le Florida Department of Environmental Regulations and AWWA requirements. Test shalt be AWWA C-600 for leakage and B-300 for disinfection. 16. The contractor shallbe responsible for maintaining existing utilities to Island Dunes Condominium. 17. The contractor shall furnish as -built information to the engineer, including Locations of aLL tees, valves, etc. oi8. Service taps shall be placed approximately ten feet away from gate valves, as shown, for testing. Following testing and sterilization of waterline, contractor shall place a brass plug in aLL corporation stops. Curb stops shall we removed. Contractor shall be responsible for all water tests, as per Cardinal Industries' scope of service. 19, Mechanical restraints to be used on all fittings. No thrust blocks to be utilized within the system. 20. Where a water main is to be installed below, a storm drain pipe a minimum of 6 inches of vertical clearance between pipes shall be maintained unless otherwise directed by the engineer. 21. ALL domestic supply mains, including feed Line from the meter to the building shall be tested at 150 psi. Contractor, after test to cut in meter assembly unit. 22. Fire mains shall by hydrostatically tested at 200 psi for a period of two hours. I 23. The contractor shall construct the building service lines to within five (5)feet of the building. 24. Fort Pierce Utilities Authority shall be notified prior to any wet tap of the 12" water main on State Road A-1-A. (24 Hour minimum notice required.) DATE REVISION00-MI CUL.PEPPER TERPEN I NG,INC. CONSULT ING ENGINEERS 8 LAND SURVEYORS FORT PIERCE, F!_OR; GA ISLAND 0CEANSIDE 3I17.8 a, 9Af"FooloRv WATER DETAILS DESIGNED BY DETAILED BY^ CHECKED BY - DRAWING NO. - - 6. C. p. W. a 9 OF 10 DATE SCALE JOB NO. 2 _ 2_ B1A , _ 8 7 _ 77 AF •'5167 mv : 'ate, ' ...>. `4 ASPHALT (EL.6.50MIN.) 6 6'= /8, /3' CURB /.O % Min. i �' b ,ra yN ,•� r k r� �1i s` k H e*L .)f�+! aft T fN " PARKING SE ;3 sy yys �i x 4G 1 1 5 f rF r pp 48 a M` /6' 8' B' I % MIN. PROVIDE ANGLE IRON GRATE SEATS .. lye ly# gPwtea rr 21/2r TYPE 't' GRATES ARE CASTED «x /8'OR 20' 2 2 IN TWO SECTIONS !il 9�19 �6„® A /.0% Min. / cn O Q r w 2 Ut 2 1/f" c a ~ ®" m 9" ------- G.�J 0 C� 0 TYPE INLET DIMENSIONS MAX' SIZE R.C.P. A B J C I D E 3'r-'r 2'-4rr 3r-Orr 11 1811 E2r-rOrrr r 3- 4" 4!-4* 30' MO D 3-4r 4-4r 1-5rr 48rr ASPHALTIC CONCRETE (Ir.TYPE S-0 ® -C--�( i��2rr NOTE: (I) SEE STD. PLAN FOR DETAILS WHEN \\�F w C if 2 V2 USING THIS TYPE INLET WITH VALLEY BASE (4"LIMEROCK OR CEMENTED COQUINA) GUTTER ROAD SECTIONS - SUBGRADE ( 8 " TH/CK, F8V = 75 P. S. I.) iE PLAN �� I1&2 J �e i VZI (2) FOR MORE INFORMATION SEE D.O.T. A Y STANDARDS INDEX No. 232. �F COMPACTED TO 9B % DENS/TY PER AASHTO T-/80 5 3y'4" 5 3� GRATE c , f - i ! 2 1 GRATEI#" CTION 4 k �✓ � � �, l GENERAL. NOTES 2" CL. , BEVELED EDGES; ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" 'n �, "� gat � � -• = 4 BARS c 12'0,r. FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION Y~ � � * IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. 16, _ GR0 c ATES: CAST IRON GRATES IN ACCORDANCE WITH FLA .0.T.dSPECS .. _.�__ �-..- - - i 1 I K ` 1 )L x s I P It N IR" p� _._a w t �yuy1l� SEE GENERALa'x*'SS SECTION f T a _ SE=r 1 17 3• �;r�k `vk.° .3,z h? �•`.u: 3., r..r�� z `�'81L n1 , �y h,. vk 1 ... V /% MIN. ATCH BASIN DETAIL r NOTE: PAVEMENT, BASE, SUBGRADE, AND CURB CONSTRUCTION SAME AS PARKING LOT. 1 ENVY SECTION 'e 3� v��sy �q ��4a✓P'1"��!yf hx��r` in F x S 5 3yJ '€ rr a "fit a V SIDEWALK WIDTH VA RI r " �} r CONC. PARKING n ° _ "EXPANSION ✓DINT RE0•D. IF MONOLITHIC POUR IS NOT USED / SUBGRA 2 NO. 4 BARS 6 " i 5 '4� i rr2. R'L T''✓ti" Y 'w..,r i'=v` ,vu ::&,$ S v4.,� 33i{y2 �.:. ,M1rr'r,'°+�.:. �,� ,.FI,,,, _,Y ip *^.0. .4. � V, F'i J.. Ft �. .gi nl.�i. �.F J�,q• ,. ,. SIDEWALK CURS DETAIL is �'." •, ... rv,^..'Hli'SttW 6d",' �A� .. A}'.u.S ..X.r .�v., r.fipy�L._SIi�Le K..., WY�„d itr" .. `k3>L.rK a sea ✓i.Yd�' 3' CURB 1x4 u'pRe x x YdG 4iF aV PAVEMENT to , r- L_'® " t '4 a 4,c rils r tt xT4''T' �ff 7`-1x k'Lm�c,',a=. s" r TRANSITION CURS DETAIL //2" CHAMFER FINISH GRADE BACKFILL ELEVAT/DNS REFER TO THIS POINT 1�(2� NO. 3 0 REBARS CONT. zzv,_" 1974 AASHTO DIMENSIONSAND QUANTITIES r y F G M N CONCRETE Cu YDS SODONG S S Sin It Double Tn N Quad Srn le DwWe Tn a Ou"d S a Doude Tn a Ouod P e Pr Pre Pipe Pry Pre PI Pi Pie PrM_- Pye Pr a $IOPe IT.J.Q4f_ 33 7 x 4 d J 6' -o; _ 2 - 23, 23 -zSS` _ 166; 2& ]3s; 1A4 317 ]II' SBS 62 tali _ DSO` 233�. -_SDI)` _.SSq- is. 6JZ _ ARI• __. _ _ - .JI_ _Lld __221; _ z53 __]a� 163 .i _ -TA .6� AY. _ 751 663 _'o�tt- _n i L530-. J6.A1'. O _ - � .M]!' _246L' J133 _- 156Y mao' -- _ t' -296I YdOr 101,_ 1 Ip} - L L i.� -aQ225. p26 0.32_ aa. Q 42. ➢od .. 093 982 _. _OJT 0.31 a1s 060 o.x go -0A2 _. Lla_ tic 124.._. ➢.1P a 066 a79 _ 096 135 pp,gyL�. 066.. .063 -too _ L22 J.4a__ 2034 - 21II. 2263. .2iz9 z'A _M46. 2923 _VA ._3210_ 23J2 2429. 2662 mn _ 3126 _ 36 3626 _ 31.76 _d1w _Ya40 Z7,43. � 4 33.16 _36.63 13 N %31 W61 -_49e1 .R.fi4. -.M.. .3122_ 3n6z. 4I Br W 34 -SO 31 133 lSi I.aa- _1I3 _2M_ _215 _ m gf _Ill' 25 pp,S]-b _S6, 9.a4L3I_ 124 Jf1B�4 . Z31 ,-�'1Yr .. IL7fi .Y79' 45 _4 ggII 170'- _6 ._ 4. _4M _AQ -A' - L77 ._9ad_ 767. _AM, -11 961' -vuz J6.3(_ _ m_ . I _12 _J73m� bZ Jam, _IIL ST.fi 1.04, _ 07a- 0.32 p40 12.9 0.6i_. -GSA G4__. 049 a60 �77_._ a92_ l.(}i. 9.36_ a6fl 081! to*-_ LZL__ L IIIII_ _QM- 1CU_ 133 16L -1A3_ Sya� �.R MZI_ 3216.. _2'36 _ a3 29D6 _9a _152I -]fl29 2713 _WI_ tpoo 32.e64,1 3 32 �0.32 S1dQ - SLl40. _4a _45.92 =11_LA11z_ - r 10�_ .O.Ii_ _QJPSI, 11. _ 2A7_ 3i62. 41.4fl9_3393 nar_ �_ Lr 2.41_ �31L__. _$36_ o.2fi_ 564I �� Beveled On Round Comers -- 10 Concrete Stop, 3' Or S}' Thick, -Sad Reinforced With 6.6 - WI.A.Y14 - TOP VIEW- SINGLE PIPE' FL. 7.00 f VERY THIRD .SPACE I MA PARKING CONC. STRIP STRIPE FLUSH W/PAV' L J b 6 "N/GN TYPE 6"H/ H TYPE 'A' CURB - 'A' CURB 20 SO. e OPENING 1 BRICK - LOOSE LAID IN BASK£TWEAVE PATTERN BASE COURSE -) 4 'o tisa'i". PEA GRAVEL -f ' tl o CCLEAN oo0oO a 40 MIRAFI 500 WASHEDao-CFILTER MATERIAL STONE 1/2"-2"OR EQUAL 18" PERFORATED7/16" HOLES ALUM. PIPEe Qa 6 O.C. N HIGH WATER 00 0 0 00 TABLE c Oc 00 ,p wooQoo -- -- po [ nov Ooe�Yo 0a �< o �OO o oc EL. 1.00 _ 5r_ Orr EL. 2.5 1 Y PAVING AND DRAINAGE NOTES 1. ALI construction to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. 2. Roadwork within State Road A-1-A right-of-way is subject to permitting and approval by the Florida Department of ; Transportation. � 3. Disturbed areas within State Road A-1-A shaLL be restored to their original condition. ALL unpaved areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 4. Materials for roadway construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation Standard Specifications, latest edition. 5. On -site striping shalt be 4" white traffic paint (Type T-1) in accordance with the Florida Department Qf Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). off -site striping shall be in accordance with the Florida Department of Transportation Standard. Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on Uniform Traffic Control Devices, un Less otherwise specified on the permits. ALL striping shall be thermoplastic. 6. Signing shall be "engineer grade", in accordance with the Florida Department of Transportation Standard Specifications, and Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shaLL be 30" x 30". ALL signs furnished and installed by site contractor. �- 7. Concrete for structures, curbs, wheel stops, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. Concrete for dumpsters areas shall also have a minimum of 28 day compressive strength of 30DO psi. I 8. The contractor shalt notify St. Lucie County at Least 48 hours prior to working in their right-of-way. Permits (to be obtained by the engineer) will be required from agency prior to construction. 9. ALL areas of fill, limerock, stabilization, subgrade, etc., shall be compacted to 98% minimum density,, in accordance with AASHTO T-180. I 10. The engineer shall be notified for inspection of subgrade, base and asphalt, at Least 24 hours in advance of subsequent construction. 11. Upright handicapped signs to be provided at all handicapped parking spaces, in accordance with the Manual on Uniform Traffic ControL Devices and St. Lucie County requirements. ALL signs furnished and installed by. site contractor. ' 12. The Florida Department of Transportation approved local cemented coquina sheLLrock is an approved alternative to limerock. 13. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. • AT REVISION DATE PARKING STRIPE CULPEPPER a TE RPENI N G,INC CONSULTING 81 ENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA ISLAND OCEANSIDE PAVING & DRAINAGE DETAILS11 DESIGNED BY DETAILED BY CHECKED BY DRAWN N0 B.C. D.w. - i DATE SCALE JOB N0. 2- 2-8B 67-71 10 1. I -B T- 1 4 t t 4-4 WeV t... ... .. . rl .......... ....... l 4 1 1 1 1 . I I I I I I 1 1 4 4 j I 4� .......... .. . -7 t—r- 1 4 1 - - - - - - - - 1 4 - 4 1 . . . . . . . 4 - 4 . i 1 11 -2- 6 P, v r. 5,qfw 't? Y vev 43� rc. �A ix.?y W46�q op'o-:�5%..' I 0 1 4 1 +1 . -1 I - 4 z t— - 4 -4 - t - 4- 1 - + I - L6 t v I W4 't? y -5- + I -7 SEWER MAIN PROFILE . . . . . . . . . . . . . . . . . t 1 4 1 + r42."4-Z 19' .... ......... . . .. .. .r A)42v ..... ..... ve, MIM' ro 4 . . . . . . . . . . . .. . . . . . . . . . . . . ;97 Ally. ;5iflvidu p 2%. �'P-J?z , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - + t 1% 011VI + I 4 +--4 I t 4- t - 4- t GUARDHOUSE SERVICE PROFILE m 4 III " , I RECRL..,, SET I H 4 IN L I r n Gs' DATE REVISION CULPEPPERa TERPENING, INC. I e7 CT CONSULTING ENGINEERS LANE) SURVEYORS FORT PIERCE, FLORIDA FOR ISLAND DUNES OCEANSIDE SEWER PROFILE DESIGNED BY I DETAILED BY CHECKED BY DRAWING NO, c- O.W. I0A0F10 DATE SCALE JOB NO. ------------ j 2- 9 -88 VEr. q/"t Z' 87.71