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Home My WebLink AboutThe Regency Condo 32477 & 40545HAVERT LFENN, District No. 1 E. E GREEN, District No. 2 • MAURt X SNYDER, District No.3 • R. DALE TREFELNER, District Na 4 BILL PALMER, Oistnct No.5 3, 77 February 14, 1983 The Hutchinson Company c/o Jerash, N.V. & Hutchinson Ocean Investments 201 Sevilla Ave. Coral Gables, FL 33134, Gentlemen: Enclosed is the Flood Hazard Zone Notice letter, which must be signed and returned to this office within 15 days. If the form is not returned within 15 days we will post a Stop Work Order on the job site. The Post Construction Elevation Certificate is to be returned as per the Notice, within 21 days from the time the slab is inspected. Very truly yo� � C Gary e�I County Development Coordinator df ft J✓ d� �10 a 3 N O T I C E Jerash,N. tchinson Ocean Investments x�a This notice is to inform you that your property is in a Flood Hazard Zone. t This means that elevation of the floor must be set at 7 feet, or 18" above the crown of the road, which- ever is greater. You must submit an affidavit from a registered surveyor, h certifying the above floor elevation, within twenty—one (21) calendar days from the time the slab is inspected. it Any work done within the twenty-one (21) days prior to submission of the certification shall be at the permit holder's risk. The Development Coordinator shall review the Flood j Elevation Survey data submitted. Deficiencies detected by the review shall be corrected by the permit holder prior to further progressive work being permitted to R proceed. Failure to submit the certification or failure to make required corrections, shall be cause to issue a stop -work order for the project. Ikt' Signature .I j Ii I� N 0 T I C E This notice is to inform you that your property is in a Flood Hazard Zone. This means that elevation of the floor must be set at 7 feet, or 18" above the crown of the road, which- ever is greater. You must submit an affidavit from a registered surveyor, certifying the above floor elevation, within twenty-one (21) calendar days from the time the slab is inspected. Any work done within the twenty-one (21) days prior to submission of the certification shall be at the permit holder's risk. The Development Coordinator shall review the Flood Elevation Survey data submitted. Deficiencies detected by the review shall be corrected by the permit holder prior to further progressive work being permitted to proceed. Failure to submit the certification or failure to make required corrections, shall be cause to issue a stop -work order for the project. Signature ANDRES MURAI JR , PR$'SIDENT ,E. m 4F1 / 0 9� FORM 90.2 1 , ,, GRAHAM c o'1 I1 A ROJECT NAME The ,ND. ADDRESS Hut UI LDE R nmNFR IENOVATION 1DOITION VIU LTI-FAMILY nson FLORIDA MODEL ENERGY EFFICIENCY CL)ut FOR BUILDING CONSTRUCTION SECTION 9 9H POINTS METHOD CLIMATE ZONES IRS CENTRAL 4 5 6. DEPARTMENT OF COMMUNPTv AFFA- 2nd Floor Apt J D Bland, Fla Zlp JURISDICTION NO. PERMIT NO. _ ZONE STAT I S T I C S D YES[ NO IF MULTI FAMILY, NO, OF UNITS F--I"�'� COVERED BY THIS CALCULATION: I I (41 YES[ XJ NO (SEPARATE CALCULATIONS REQUIRED FOR EACH WORST CASE. UNIT YES Ll NO TYPE ) .SEC. H901t. TYPE WALL AREA AND INSULATION CEIL GLASS AREA AND FRAME R CLEARI TINT OR FILMC85 R` SGL. SGL..X II I I_ 31 6. $ 4. DEL. DP. L. COOLING SYSTEM :PRIMARY HEATING, SYSTEM CENTRAL OX NONE ` 'STRIP O. GAS NONE ❑ UNITARY ❑ -. _ _OILS n JQ� SOLAR F� / HEAT PUMP: COCOP EER-SEER = $ OTHER' R= CONDITIONED FLOOR AREA TT. I I. 1I 3I 7 � 0 i INSULATION .SGL: .ASSEMBLY R_ IMARY -- HOT WATER. SYSItl RESISTANCE SOLAR HEAT RECOVERY ❑ GAS O DIED. HEAT PUMP: COP - �. MAX, ALLOWED(f 9A)I 94 ` CALCULATED E.P.I: CHECK IF COMPLYING BYALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH DATE FORM COMPLETION CERTIFIED BY: �� /O//,a;I CHECKED BY: THIS DATA IS TO BE. SENT TO OCA 01 THE LOCAL BUILDING DEPAF 903.11)• DATE PIN LIST OF DRAWING LL ➢a':A."i I�.WT.�i. n... :" a v.��s At # '#Tiu��'wY � _ � } " "`� ,�.YI ..,s�`.".' • • it • W„r?� P�) •,' � � � �4 si�`��'w�y � t � "` iri '2 x d • .. S x k %r Y� �rre i � tii�*sn t • • t j .is 8 i �� r P r. ab � yy�r.Aj(� • • S� ,M � %o-ir At Ire "s'-Y` 1 • x •>s PIP S-1 FOUNDATION & GROUND FLOOR PLAN! S-2 PILE - CAP DETAILS S-3 SECOND FLOOR FRAMING PLAN S-4 SECOND FLOOR REINFORCING PLAN S-5 TYPICAL FLOOR FRAMING PLAN (FLOORS 3-51 S-6 TYPICAL FLOOR REINFORCING PLANS (FLOORS 3-5 S-7 TYPICAL FLOOR FRAMING PLAN (FLOORS 6-8) S-8 TYPICAL FLOOR REINFORCING PLAN (FLOORS 6-8) S-9 PENTHOUSE FRAMING PLAN S-10 PENTHOUSE REINFORCING PLANk S-11 ROOF FRAMING PLAN S-12 ROOF REINFORCING PLAN S-13 MACHINE ROOM AND ELEVATOR SECTION S-14 SECTIONS S-15 STANDARD DETAILS AND GENERAL NOTES.'. S-16 SHEAR WALLS AND BEPM SCHEDULE S-17 COLUMN SCHEDULE & DETAILS .. S-18 POOL DECK ELECTRICAL E-1 SITE PLAN E-2 POOL DECK E-3 GROUND FLOOR PLAN E-4 TYPICAL FLOOR PLAN (FLOOR E-5 PENTHOUSE E-6 ROOF -PLAN - E-7 ELECTRICAL RISER DIAGRAM AC-1 GROUND FLOOR PLAN AC-2 TYPICAL FLOOR PLAN (FLOORS 2-8) - AC-3 PENTHOUSE AC-4 ROOF PLAN I ...:_ .. AC-5 AIR CONDITIONING SCHEDULES AND DETAI SECT ST. LUCIE COUNTY BUILDING DIVISION REVIEWED p,r FOR CODECOMPLIANCE40 f / p - . STRUCTURAA 1'�1 ff —� PLUMBING --- ELECTRICAL ARQUITECTONICA SUBJECT TO t. SOUTHERN STANDARD BLDG. CODE p 2. NATIONAL ELECTRIC CODE INTERNATIONAL CORPORATION 3. ALL LOCAL AMENDMENTS 4215 PONCE DE LEON CORAL GABLES, FL. (305)442- 9381 BLVD. 33146 THE REUENCY AT HUTCHINSON .ISLAND CONSULTING En D. M. AMBROSE ASSI CIVIL ENGINEERS 6190 N. FEDERAL HV ROCA RATON : FL. 3- ( 305) 997— 6790 4^ R IL. PI.�IC ''ND aSSOCIATES STRUCTURAL ENGINEERS ST. LUCIE COUNTY ENGINEERINGDEPARTMENT 8585 SUNSET PPIVE SUITE 160 Thisdocu ment has been reviewed by the County Engineering Department and: A IAMI L. i43 ❑Is A roved As Noted Approved PP +�- J (�0'—) 59 6 — 3594 �s roved ❑ Shall be Revised And a s Not APP Resubmitted County ""t <' ~?-'` - Subject to the provisions of applicable actual site conditions differ from qr Y I r FLORIDA ENGINEEI'.ING SERVICES Standards; should those represented herein; any approvals hereon are construction of improvements MECHANICAL AND ELECTRICAL ENGINEERS null and void and covered by such approval shall cease until plans have been reapproved by the County Engineer. Approval does not relieve the designing Engineer of :s 52 N. E. 167 ST. .responsibility for correlation of all details, dimensions, and conditions; nor does it relieve the constructor -;...:. M I A M I FL. 3316 2 from conforming to applicable CoVruirament6 'n r;? unless so noted by Coo E (305) 945-4743 'ryBy .. -. .. - - ,.. ,...... DATE le, k—couNTY( 4FR it"i \ /n % iN o �C a ITF A. W 384.0/, 3i_ o TYP) /78.UC7? — Y� a x rt a �f k ia - ~ TYP y p j t w 4 f�L , T 26' 2l- 21' 83 2110 IO ,k �Y;;" �;.� w cyjLit c + O. wY J � 3�R 2.5 R F ^ 0%E 0) Rxe t s Y t z .�?' '�' �" i'7 + dls yy 2✓ kL YS , 15,1 � 1 i I I �TYP �h N a I- - ` 9 STORY I o O +* $) �� I 12 DUNE CROSS/NG - co AZ a*� ,i L A -O 3/ UN/T q5 5/te r SDI /6. 00 1D C0NOOM/N/UM (SEE DE TA SHEET 4 OF / J N O > r I— 1 ELEV. + 10.00 t I I a s ruxla x r .ev ,t ;f- _ ,x .d,�.sn:ib ,,y e +�„" s xX�'� ",w Y. w s <. °i€xt. rr+zx.:: Sr_ .`. �ty�,*rf ds.• - yl 14 aw'34„�..` m* ''� N, r, s _.: ,.n- > .Y""::..: ,.R .Jx: $_ .r w,:. i .,x.. T n 5 a cx 1+.�3 ! 3 m e.....--. .x. E -v . Y.. .: 5,_.• •P An .. .r x .sn... rta. ,.a.. —. .::.+, ,..T � - _� � r e ...:.-- ,., ..�.. w .. ..... t. -:+ n e _. ....._ .: .. •. .Y--^i., _ --.:- ai.:. ._.. .. ,I::F +e- '1- •. rM.._ r v,.. _...,�.-. x ... :.. , _ .:.. ..._._. Z .,... _�.- ,..:+� a: a.. ,., sY , {. . ..0 ... _ _.. ..� _ ..c: ...... ..... f � ♦. :..,. ', A ",P..'Y Y �.,. 4." - :.;f .�F"2 aefz_.. T 4 , '�' x "`9�i r'.'a'r '`?€ a--Y 3 a`:A f +.` 4 5 S -s `# 't e •'a5:a Y A f y c" j"hrf yy m .. .. .. ..:.:• ;,, E Y n;„�, -,:, .Y< •N .; b4Y .:teF `�} 'c�syN v \v 4 FOUNQ a 4Y" S 5 . 96 � �.,d :. .� ass , �x•=� .: ��cool SET 4x4 C.M. ,51TE LAN Q O O J x q u ' } I p ➢ — 2 A 4 ar J J � a \ Cl m Y\w : F f Q W Z O W � \, w Y U m 7 Q N � o cO C/) 0) O 0 U7 70 It C co V�i H C w O a a� 2 AN5/T/ON TD NTH + _ _ R/ VV L !NE s,. '* "..'- ✓ r .. Mi'N k�:�,'Fai Vb x G �.h ..-�F -a 't, �" .- •v*^+,, .?';,.x `3 e;. �� wv�x x ,»ter, � � ,v, +L"r d � } ", i' e "� ,r 7� y "-{t 32 J':;.i.�,ni r l TE NOTES 41 ti 3 T C /0 30" oil ,.. M'.�.u...- fk - -- O --' I f Wo �A/G 0 4 / O•' 2"x8`WO. RA IL ELEV t /7 325 h o 0 $s °� /i"x /2"NEB! N vi\ o ELEV o-P7' 2X/0' u o - �- �TYO/cAL) -m E 12 EXIST/NC�7 d AT ----- ,3, Njr,� / L P � R _. -.. . ,. s..'," <—r •a N 1 3� xo ks r d,. v^R SLxY �' \ TCiY F J �VPLO,„ e fi { ,g �•Y�� i 5'Y V � PT 2 x8' wL? RA/L SRO 8�-O" �C"fi 5 Lfr? ink u"� W_ r3CA SY£[ ' .•F r `.„WD /ZAI� O \\ 1' 7 7 .:"«�,u Ls v,! C%$ s m.8su-;Y L tt { •""- Li p } --fi / O --- -- 7 / P T /0' y.iO 3 ,3 'L ��RV�M�1 )... iL, ,..i i� ik,ulnY" :a°.Dfi.. '� •fi 4�� ------------- - — — ry T' f7T, oxG1 X G, O"vUOof DECK i NG RT. Z°Ylo\Voor JoIsr _ �f,T. 2 X !G S` kC F N 15-OARD -- GoN N£GTIUN w r PGATFo�M BENCH I � I I 2`xb`P.T WOOD i } PL ANKS j UP ELEV t/2.9s' �I iI — 71 � --�� (7YPICAi to 01 a IX ?� Y� m J W J 3� / Z 0 W iL m W s; cr O Y U m o TM" laJ a � O p 0 ® (O 1 am ^` 0 LO O N ' P35'. C`7 V (h "Nf "fie" C'7 CIO 1 O N o i 0 CIO . o c c co of L N ^ — 0 ax y, U T aarf,� t,y. SAND DOLL R - ,r 1. ter. CONDOM/NI U x i I f ^ s� tf 4 r 4 rY 1., Tz N j`. 1 / EXISTING S B.TB'T. / P / BURIED 600 PR. CABLE EXISTING 6"L PVC. til EXISTING SANITARY MANH LE #•=- L. " - r � EXISTING CA TV CABLE RIM# I5.50 GV O 90' E L. I 900ELL Y PROPOSED 4{{ P.V.C. FO/rCE A9A/N _ R/w LINE N. I N V. = 1.50 E L 'x 4" REDUCER S. IN V. = 2.00 T —�-- EXISTING 4k P V. C WATER MAIN �7 EXISTING S B. T. B T. BURIED 600 PR. CABLE 4' G. V. / N STA. 273 * 73.6/ 273 272 N 2 4 ' - 30 { - 49"W 27/ STA TE 270 ROAD 269 A _ 1 _ A o • O � 'p','�. �`-;- , , , . -A:Y w�-d>i4'" ;. i. e s *, a':x .. s€ �,.i r ,�€ � e � _ 5 _ s = ,>< "r _ x -; � a3 y s y v� .. �s.,a .f p- a 1,,,' `J NOTE.' FOR DIMENSIONS OF STATE ROAD A - / -A FUTURE W/DING , SEE A - I - A ALTERATION PLAN, SHEET No. / OF SAND DOLLAR EXISTING W CONDOMINIUM. /2" D./.P WATER MA/IV (FT PIERCE UTILITIES) W W LINE-7 R W . o p `L"-r •, :'ri - .. `! f.,... � ri r..,. b „� K .'.�i: bL .�L �::'e>. Xr � r:.., 4.n.. IZn l�N� a/n"Wa ,v""a.�'t-.. ? �, F�„�S )i ,\;... ,.v a\.$ -.. 3' �,x rvA.. y.: � X i£+ .I .. 4 hh.: ..- s .. ,.. ,.. .. � i �'. k Rr i. .. u. .. ,.: r ,.< .. . : •':,_ l` a: . Y �.i._,a. r..Jy , � e- ,, x ._. , .:.>t -_.. r ..t. rc .,. } ,.>. i , ..,. S r .,.- ♦. Vl v..x, r..F M?�' 3 .p € H _.i" .- ?9:�d vT rry F'- S ,. ,., _r.. 4 r, e n.. c _. 1. .F. a F .t?�-" A *r „ .. ...;tlS • ., , , ... r.i" � - , rc., , , , <. .v :,4 k3'F"� `. � STATE FROJ. N0. 82-252 — W Y Y. r tl s 1 UT/L /TY EX TENS/. xl for .Y,. ;1 THE REGENCY � C SCALE: / It = 3Q,' 'a�x > s � Q � V..` EXISTING 12" D./.P WATER MAIV IFT PIERCE UT/LIrIES) W W RI LINE n STATE PROS, NO. SHEET N 0. 82 - 252 THE THE REGENCY A� PROPOSED LIFT STATION PROPOSED EDGE OF PAVEMENT (SEE ALTERATION PLAN SHEET 2 OF /O) EDGE OF PAVEMENT U G / STA.256t 93./8 260 259 N 24--301-49"-W?258 , � _ sx d m EDGE OF PAVEMENT' PROPOSED EDGE OF PAVEMENT (SEE ALTERATION PLFF AN SHEET2% OF /fay" R a V 77 z UTILITY EXTENSIONS �. F t d tnl eat o 1 t3 d}i{Y' k pj- �'xee ENV Y 1 E x v r .v n z. IF rT rZ V it WATER Di1 r ELEVAT/ON OF B PVC ,EWER LATERAL FINISH GRADE � > 4. n i SLOPE ALL LATERAL, w PIPE L°�+_ MINT FROM BUILDING PV.C. BUILDING, LATERAL TURBED EARTH k` �- MAX. 04 ALI HUILUING LATERALS 54 PV.C. WYE (4x8) �v,'JITPIMNWARD THOROUGHLY COMPACT BACKFILL AGAINST UNDISTURBED EARTH, OR GRAVEL TO PREVENT MOVEMENT. STANP/410 far�ir 7/ntr LATERAL N. T. S. EXISTING GROUND MAX_ TRENCH WIDTH / ` d 2 x SEWER DEPTH+ W /c / \ ~ � / w PLACE AND COMPACT I w = z zz IN 6" LIFTS z 11- C) J W z ui c > WIDTH a 70 `t o z _ �aDY PIPE O.D.+ 24" >wU F ~ it X MAX. WIDTH �zm z > n W 0 H W O lT E- 0 LL 0 t1 �+ W w w f a z Q 12 12 z�w w a w aCt Y.4 : s Q > g X= MAX. MAX. z Q 4 Ir z �w= aX zvw O a HAND PLACED —�- --_.._ SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL. _ STANDARD T '�{, � �`` '~ DE TA l L 6 " M.J. TEE G" D.I.P FIRE MAIN OR 200 # PVC, AWWA C502 (LATEST REVISION) 4 V2 IMPROVED TRAFFIC TYPE FIRE HYDRANT WITH BREAKAWAY FEATURE,MUELLER CENTURION, A- 421 OR EQUAL. M = FORM AND POUR 8" THICK x 24 SO C0NC. PAD WITH No. 4 RE BAR E.W. — FINISH GRADE �1� T'.r., 0A✓..� t ..r .K V; _ � SUN(}.. I E 6' M.J. GATE VALu 8E EXTENSION T Y p* Y" CAST IRON B �(7 -41 PREVENr MOVEMFNT O � Q � CONCRETE ENCASE TO El M.J TEE PREVEN T MOVEMENT - -FIRE R E HYDRANT DE TA / L 3�4° I'-0 TOP OF PAVE OR FINISHED CONCRETE 8" ALL AROUND CAST IRON ADJUSTABLE VALVE BOX j (SCREW TYPE) VARIES M �J I IS APPROVED MECH. JOINT NON- RISING — STEM GATE VALVE CONCRETE THRUST 4; GATE VALVE DE TA y E D Gi' = L a "o I. 7171 POURED / CONCRETE PLUGGED CROSS POURED CONC {'vr„ BOARD BEHIND TEE i! UNDISTURBED, EARTH (TYP) x_ o- e BOARD BEHIND BELL LIP BOARD IN FRONT f OF PLUG PLUGGED TEE MINIMUM REQUIRED THRUST BLOCK AREA IN SQ. FEET BEARING AGAINST UNDISTURBED EARTH PIPE SIZE TEE OR DEAD END 900 BEND 450 BEND 221/20 BEND 4" 1.4 2.0 1.0 0.5 6" 2.9 4.0 2.2 1.1 BOARD BEHII BEND N.T.S. 1-� 3 W (D m m Q �• Q 3 O Z O W w c- will 111 5 in • a � • • • • • • ' • • • a • ; Sp • vv L' t i/l 4' 90E// I Check 9va/ e 4-p v c ' 4" c F/an d I - - - /plug I/a%ve d- - 4R ducer 3" P/ 9 valve 4 0 /P �j 411E/angqed 1: /7e5k 1/a/u • _ _ - �¢ fyanged P/ug Valve -4 - � P A)urninum h/ngea'Cover- Supplied by Parnp MariufaC>Vrer-\, 3„ /reside rhreadoc� Connection w!Thread¢d 3 Q,X3,. Pipe �f Reducer ° 3 "Plug Value ,�C"D / p cross �,; 4„ / # P/ac¢ 5 Bars /n a/fernafe CQ//s Ib \ 4 I co • • � CoirlpQeteo1 base f osuitable malor,'0/2-' 5s cone conlrol Pane/(/nay be reloccled wilh O Engineer's aoproval if con{/icfs occur-) B/L Malch /nlef PLAN /1 /vminum fyirnged Cover supp/i¢od b y Pump 4"l/enl Pipe (PVC.`5- 6 "o. C. Manufric/carer To /J/r/lfy / Bath ways Compar/y _ E/e v A Service Top otcslab • — r— s --- - - s f 67—_ 4- �er dM/ai�uPacfu/'ers I ra9nY� GorrOsiv� Notarial " 4 90o El/ Sea/in wol wall I¢rmii7a/Adapter Oz. rype K R. Mal/eob/e � /rare ,Seo/ih9 Bvsh/i?q IZ) ame 1V,2S11c Packing TOP PLAN R Meler M4in� rraos>er Swi/C� I f — -I (------v I II II ! I Crouse 4 xx O O' Emer Powe 3/ Cf7. W01d Rec¢�fac% Grad Rod -�- Pr¢wire9� Cor/fro/ Pane/ 0 - I I I L igh /s e M/sc. 20i I M M O .Oi I v I—ro Confrol Devices OL P l �P p1 --_41q I -------- - A/orn7 STATION ELEMENTARY POWER DIAGRAM (/nderground to Service Pa/e, Ver/{y Po/a loc lion w/ F P el- Co Service Switch Met¢ Transfer 9,wllcb ar?01 el-a!/se - Hiin s /nl¢ f W P EmergRQ i /00we v C. P I /n v Elev 'B ' h Water A arm lave/ k N� R.C.P A.S. T M. 114 Sfandhy Pump O,v C 76 Class ll� 111� Q - Ele V. „I Ellerior an Well �inleriorho f Mel warning Ligh/ Canduii /o Stati�'' PLAN an 0//177e10/ erelr/ s q e Coo e with two coals of Alas -Chem Dvty Fumin On 3" A/um n um Chem-Masflc 220.3 Cool Tor Eppoxy 8„ l e EI¢v. E Channel (TyPrca/) or e9ual. Coals sha// be /2 Mils fhickn¢ss O A// Connections s factor Coofed Both /'v/nios Off shall he rnaole of y e 75 ° �— Ell v. F bo/lam o{Cabs. P 2 - @ A// 90�i`urns sha// C3ose concrete sha//have real less than E/ev 'G " ' Circumtiazr¢nfio//y be r�0'e wi�5 300o P. S. L Con7pressi ve 91ren 12 at 2B days onolsho// be Casl mono- 6„ O3'/on9 -lifhically with ballorn section 07 ;o/pe. I _ - _ - - - . A// ho%s er��ired for piPin ha// be east al t�e f/me o{manuf�lure. 6„ ii II y 3„Sy. A/um. b n— 6 �/ Post (TyP.) E/ev ,.H i- --z ` 3 " Cam acted Bose ofsui :. 4 /4 Dia• pmaferia/ or Rock rE Anchor Bolts SECTION A -A coral 12'separot/on Sy`e¢I,o%acedin Circular PDX rn Q 4 O r� V Lu kz Nw � nl n o >� mQ Z \ m o m0 ; w�` u w� j Z 0 w Ct GENERAL NOTES 0 Sfginless Steel % Q Confrol Pane/ shall be furnished eo/77 late w/A u Du /ex Electrical Con/io/ Pane/% be a// necessary Mofar starters, circuit brec ers a/ferno>`o prewiredof foc/nry cam /etc whir switches, relays, etc. for comp/efe c erabbI7 o�fhe m ef° staf/on. A// whin sha//be in R/OlG Ga/v Conduit eXceol Ci�cvif Brokers, Maya /c S/orters, 7,fWib/e COnduil'Sha//be used for conr/eefion ;li /ors w E/ec/ric A/ferny/ors, H. 0A. Switches, and flexible cords mqy be used on h/i? eddoors. COnfio/ Runn/n Li9hls, 3 Leg Protcclibn, o Night t¢rA/arrr�ar/o'Liyhf Er/e%svre Pane/ ha// have a !Ne we//Nigh Level %rm C017 fo sb% 7//be NEMA 3 /?, W/fh DeodFroof acfivaAe a high /eve/ o/arrr7 and light Equipment Shall 4 390o Mercury Switches 7cor be housedl Wea erproof NE ,4 JR Fiber9/gss or seque/7eing PurnPs and Con7-ro% coaleOl sleel enc%sure. Panel shall have Deaa9/ronlz w/ Lighting Arrestor f Svr�e Copncifor #7 E/apsedTirneMelersforal/motors 2. The E/ec/riea/ S ystern sha// be c11 1 P/¢le/y and e�fecf- -/ve/ grou/7o'eo' as regaireo'by/17e N E.C' andlocol �h codes. A// cono/ucfors shall be lyoe T. H. W A la-L fight -Crouse Nir�ds. Calq. V, p. A Z759 �— ExeepY w/f+zd Globe # i -1v B5 /00 !� with Th¢rI7 COf7/De . type f/gsher' Soakef 3. Pain f Meta/Sul-fppces of Meter 51ruclure Co171rol �z Alum. Bolr' w/.z Dia. oane/(ifrequiredJ wi 2 Coats Ofgherwin- !rt/ilhorrms Alum. Washer'ba/h s/d¢s /►M� (typ,ca�) KEG- /<'RON1/K elal rimer- and 2 coats of KEN1- L USTROL E/VA MEL, or egva/. 4. The Confraclor shall verii`y power source prior 70 orderin7q e9u%rne7; on be res/ool7slVoe for rr/anu- -icacfur rs /-elpresenfalive to be on sine afsfarf 61 Confrol Panel sha// be ales/yned /`or ?30 /46 o v 3 �, 4 !'V Delta Power source. l2"M;n. S 5ubrne,-S1b/e shQ// ba EMU o,- ecyvol, TIC) /25 99.p.m. @ 40' fia 7. 5 h 3phase, roo Hertz)208 V in case of emergency I� eq// Day_ N,Sht Plastic Sian to be I I \ c0mp/e1-e0( by Owner I I cgnd 0#6ched i-o \O Meter Sl-ructvre . I � Sel Pipe r Conc. / Foundation SECTION METER STRUCTURE EL. A B t 2 9O C -r2.90 D /. c)o E r o. 90 F to./s G - 1.00 LIFT STATION DETA /LV r^ _ U U r cr- • -- >- wcr- O - w ] cn a 4— o Fr ._ U a J Z 0 c Q Q U 0 co ^` � w w 0 Z 3 z W = 0 z J w � E co = Z O z 0 Q0 SITE WORK GENERAL ■ The provisions of this Section, including other specific special design considerations will apply to all site underground utilities to be ^on- structed. Where working room is restricted, the Contractor must provide protection for privately, owned trees, shrubs and structures F:itnin the easem=_rat or bordering onn nthe right-of-way ad property lines. The Contractor will take full re:-)or.sibility fc)r any damage done to private property. Should it beiiecessary to use a wet-'. point systerr, the discharge of the system onto lyzd ghboring public or private property cannot be allowed. Pre Constructsi_on Meeting - It shall be the responsibility of the Gwner to call for, arrange and coordinate a pre -construction conference prior to the start of project. This meeting shall be attended by a represe ntati.tn'- of the utility construction contractor, engineer of record, Flor.i la Power .ar:d light, Scutherli Bell, Cable TV, 'local Building Depzt^tmerit (AT&T where applicable), local_ gas ccToan,✓ where applicable, C_. y company personnel. and env oth^;r ini.erested or. necessary par=xeS. v S'ao Drawin e_i- The Contractor shall submit to the Engineer, at least two 2 weeks prior to the date of the pre -construction conference, all shop dravuL:lgs for reiriew and approval. r_ Safety Precat:ions - It shall be the responsibility of the Contractor to protect pes-sons from injury and to avoid property damage. Adequate lighting, sicsis, barricades and guards, as required, shall be placed and maintainewi during the progress of the work. The "Manual on Uniform Traff'.c Devices for Streets and Highways" (ANSI D6.1) shall be adhered to whuare applicable. e Existing Utilg_ty Locations - The Contractor shall notify each utility company prloreto the start of construction to arrange for positive underground If)cation, relocation or support of its utility where that utility may hh in conflict with the proposed construction. Moving of any other uti A ty for the convenience of the Contractor shall be paid for by the Coltractor. r Workmans;hilrn -JAI' materials and equipment shall be inst fled in accordance wihh tie manufacturer's recommendations and specification. The installation shall be accomplished by workmen skilled in the type of wort: involced. ;applicable codes, standards and specifications - the wort: sbal be in strict accordance wl.tr these 3 ,ccifir 1C:n^ r as well as those. -of, the following: i ST L!X /E GO(t/VTy PUBLIC WORKS DEFT. F EA/G/n/EER/NG DEPT, THE COUNTY HRILTH DEPARTMENT FLORIDA DEPARIVIENT OF ENVIRONMENTAL REGULATION e The Contractor shall obtain all necessary permits before startinq to work and notify the Engineer of record in writing five (5) days prior to the start (Ef construction, and the Contractor will then notify the utility enginoiIer.i.ng inspection depar-L-ment. All contractors performing any work on a portion of the underground utility facilities which will ultimately beodedicated to the utility company for ownership anc: operation sha:i.l be property licensed to do such work. The local utility company persoiriel shall turn on or off any valves in the water dis- tribution or cn'-wage col-lect_on system which the utility company owns and maintainsa When the Contractor needs to have a valve opened or closed, he shceuld contact the utility company's inspection department. a General Pipelbae Information - Water mains shall have a minimum cover of 2'-6" If a vertical distance between water main and sanitary sewer is lesss_han 18" when water crosses over sanitary sewer, use 20' of ductile ir(bi water main centered on the crossing per sketch on construction r ,tail sheet. If vertical distance between water main and sanitary =1>_wer is less than 18" when water main crosses under sanitary sewed, use 20' of ductile iron pipe for both water and sewer center on cro using as all alternative, encase both lines in concrete for a distanccr of 20' centered on the crossing. Maintain a 10' min- imum horizontaL clear distance between water mains and sanitary sewers and water services avid sanitary services. Utilities crossino road P,/W shall be ieistalled prior to road construction and backfilied wi pin W limits in f h o'trict accordance with the sped ications. c Guaranty - Alltmaterials and equipment to be furnished and/or :ins+gilled by the Contra 7.or under the contract shall_ be guaranteed aga_.nst defective materials, and workmanship for r, period of one. year from the date of finial acceptance. Surface appurtenances shalt- he set flush with prc)osed finished grac'ies. If boss4b'e, valves ing] appurtenances lihall not be ergs, .r.d. within "saved areas unless o+-h« wi, rlot,zd, on. rlhansa. M,—ck or unsuitable material -_I fours, sl'a' i b� re- moved from berfeath all water lines and backfilied with mater--.als as approved by tlfe Engineer. Written notification must be given to th, Engineer five r(5) working days prior to the start of construction. s Unauthorized (nonnections - Water and Sewer. - Connectlon'5 to utility company r s watt)Fr and sewer system for any purpose whatsoever are to be made only lay or under the direct supervision of utility company's authorized penrrsonnel. Unauthorized connections render the service subject to i_mre_diate discontinuance without notice and the subject service will pat be restored until such unauthorized connections have been removed Ejnd settlement is made in full for all penalties, damages, and subject fca>s estimated by utility company to have been used by reason of sucb(unauthorized connection. Li Unsuitable Material - All muck or other unsuitable material within the limits oft--)uilding sites, or other designated areas, will be excavated and removed. Depth of removal must be that required to reach an approved suitable material. Removal and subsequent back - filling will I:! maintained within the limits of the designated construction wea unless specifically approved otherwise. Dewatering, if required, fiist be accomplished as specified. Muck or other unsuitable matlorial will be disposed of by the Contractor at approved sites:. I Fill- - Sui+abll fill material will be placed and compacted where muck or othea ui.sui, :�, Ion material has been removed and as required to elevate the sine to finish grade. Fill material will conform to U.S. Bureau ot,Public Roads, Classification A-3, or as may be approved by a testing laboratory. Fill must be placed in successive layers of not more than_i:_2 inches, loose measure, and suitably compacted t095a min- imum of maximum ,ensity as determined by AASHO Specification T-180. Side slopes may not exceed 2.5 (horizontal) to 1 (vertical). Demiit y tests for determinet on of the specified compaction are to be made by an approved testi3ig laboratory. a. SURFACING r Driveways, paYi:ing locations and other vehicular traffic areas at. the work sites wiln. be paved in accordance with County Standards. SODDING -Mu (_2srit'ractbr`paii11Il place solid sod, where not covered by sttructares or surfacing, cw✓er the areas directed by the County within the Public R/W. UTILITY EXCAVATION TRENCHING AND BACKFILLING GENERAL The provisions scat forth in this section will be applicable to all under- ground sewer anr01 water piping i-stallatlon, regardless of location, unless prior approval is received from Public Utility..^s or Engineer of record for special design considerations. „•Icnr',NS'UP Trench Dinre_nslonS - Th-_7 1., Loi'l, '.rr v'_dtl of "he t;. c,;c,, must be ey_ia: to tin.: outside 2aneter of the pipe the joint plus P. inches for unsheeted trench, or 12 irch'es for sheetnd trench. The maximum width of_ ti men. measured at the top of the pipe, ,rill not exceed the outside pipe diameter plus 2 feet, unless otherwise shown on the drawing details. Trench walls are to be maintained vertical from the bottom of the trench to a line measured one foot above the top of the pipe. Trench Grade: - Standard trench grade will be defined =s the bottom, surface Of the ut7_i7ity to be cons`.ructed Or placed wltiain the trench. Trench t - rade for utilities it � - <,- s 1 - ��.:t or t.irP- _l r-�� r o, �ushr:�-in material- 9 at ria� w __ be defined 9 , as 8 inches below th- uutsi-de or the bottom of the utility. Th. s same 8 inches must be backf 1 1l=C wit'-! oaltcy 1 P a..11lty bFld; ni material ...r <vation below trench grade that is done in error must be bar-kfil-lied to trench grade and compacted.. Utility Bedding - The bottom of the trench will be shaped to prov'd.� a firrr: bedding for the utility pipe. The u�ility must be firmly bedded in un- distrubed firm soil, or handshaped unyielding material. The bedding is to be shaped so that the pipe will be in continuous contact therewith for its full length tt- , and is to provide •, r g p e a minimum bo__On. segme,.t suppor_ tc)r the pipe equal to 0.6 of the outside diameter �af the barrel. Unsuitable Material P:elow Tre:-ich Grade - Soil unsuitable for a proper foundation encountered at nr' b^low trench grade, such as :Huck or other deleterious material, must be removed for the full width of the trench and to depth required to reach suitable foundation material, unless sper`r,rl design consideration received prior approval from Public Utilities. "Back - fill" with materials as specified in that section. Backfill layers are not to exceed 6 inches in t'li-ckness for the full. tre_.ch width and comp<ecti,- iliuSL `"_!_'ai �.i =f u.: x_ti L❑v,i <:<iid i�p', 33 ,1 C't L'1 i1 i',v.l by AASHC-Specifx^atlOn T-180. Compaction density tests will be made at ?li semi; backfill „r-as with spacing not to excae? 100 feet a;iart. A schedule of backfill. coiiipaction tests and lifts is to be kept and submitted to the Engineer_. Extra I.�111 ��. 3eddin.L,' Material - Wiper, rock or other non-cushioningind.tecial. is encountered a, tr'en^h- grade, the excavatiu-n wi:' .�,-� _x t�'n eG i'�i, tt, 6 inches below the outside of the bottom of the uti it, , ar,d a suitable crushes' rick will be provided. Sheetingand Bracin - In order to prevent damage to property, in'ur to _.--. _9 prevent 1 P- P Y , 7 Y persons, erosion, crave -ins c)i excessive trench widths, adequate Sheeting and bracinq will be provicirci, as required, and/or c?irei_-t,,-od by Public Utilities, In accordance with accepted staff?.u",. dal-6 practice. Sheet-.r ..sL removed when the trench has been backf.illed to at least one half i_`n drrpth, or when removal would not endanger the construction of adjacent. structure. When required to eliminate excessive trench width or damage, shooting, bracing or shoring will_ be le I't In place and the top, cLrt off At an elevation of 2.5 feet below finisheed c,rade, unless otherwise dir.ec`I. Excavated Material - Excavated material. to be used for backfill will be neatly deposited at t.ie sides of c--he trenches where space 1.S available. Where stockpiling of excavated material is required, the Contractor will be responsible for obtaining the sites to be used. Material Disposal Excess, unsuitable, or cleared and grubbed material, resulting from the utility installation, must be removed from the work site and disposed of to locatio.is secured by the Contractor. Dewaterinq - Utilities shall be lain in a dry trench. Trench excavations m<ay be dewatered by using one or more of the following_ methods: well poi;t- system sumps with pumps, or other methods as approved by public util.ir.ies. Dewaterinq systems will be utilized in accordance with good standard prac- tice and must be efficient enough to lower the water level. in advance of t_lie excavation and maintain it continuously to keep the trench bottom and sides firm and dry. If the material encountered at trench grad- is suitable for tha oassace of water without destroying till, of ,itili.ty foundation of the _ Y 9 y trenc,,, sumps may bz proviileel at intervals at the side of main trench e,xca- ation, .rith pumps used to lower the water 1 .cl h takinq such manner that will not interfere with the normal drainage of the irei in wh;,';: tlr wc:rk is 1 � being p�rformcd, i public nuisance, anon, pondinq. The orcrations will not injury to any portion of the work 'onrplo>.cd or ih lu oq; e;is, or to tie surface of st -ts, or to llr_ivnte prol—i-t.v. The F,roi�oseCl clewciterinq method s) and schedule are to be courdinatcd d wits., anapproved hy, Public' Utilities anti ether nccess,lry re ulator / prior to construction. !•al`1Q. al `r where i";te r,ropert.wilt ti`.'.'e,L^cd, .l ly r.,l.-.., ,�'-r➢:1 SSli . imisr )le obtained b,• th,: Backfill - Backfill material will be clean earth fill composed e; s,,rnd, rill} and san<a, sand anti rock, crushed rock, or an approved (:ombination. thereof. Backfilling will be accomplished under two specified requirer,nts: First lift, from trench grade to a 1:)oint- 12 inches above the trot--; of the utility and second lift from the top of the, first lift. to the ground surface. Who - re thrust blocks, encasements or other below grade concrete work have been n d 1 in 1 no -d until h• concrete has obtained suf- ficient backf] l g will �t proceed u t the �. ficient strength to support the backfill load. Fine material must be care- fully placed and tamped around the lower half of the utility. Backfil.linq will be carefully continued in layers not exceedincl 6 inches in thickness for the full trench width, until the fill is 12 inches above t;e topt;f the utility, using the best available material from the excavation., if approved. The material for these first layers of it is allowed to fall, less the material is placed with approved devices that protect the pip:�s from impact. Compact all material to 95% maximum density at optimum moisture. For determination of the above -specified compaction will be made by c. testing laboratory approved by The Engineer and at the expense of the Contractor. Test locations will be determined by Public Utilities or Engineer but in any case, are to be spaced not more than 300 feet apart where the trench cut is continuous in pavements or areas to be paved. Tests will also be made where a trench crosses a paved roadway or future paved roadway. If any test results are uns.atisfictory tho Contractor is to re -excavate and recompact the backfill a` Iiis expa--Ze until the desired compaction is obtained. Additional compaction tests mist be made to each side of An unsatisfactory test, as directed, to determine the extent of re -excavation and re -compaction necessary. Cleanup - Work site cleanup and property r estnr.it io . wi l l lol low ',, ,Ill ind coperations withorit delay. rere,Ei i itate an acceptable construction site, debris and waste materials; must- he-ernove,cl from tho site immediately, ;rnd daily trenching length versus; pipe laying will be co- ordinated to provide the minimum overnight. trench opening. Construction site maintenance, along with on -fining cleanup and final property restoration acceptance is to be as directed and approved by The Engineer NASbld+ SYSTEM SPECIFICATIONS HYDRANTS Shall conform in all respects to AWWA C 502 'latest revision) and shall btr of the dry barrel "Break Away" type with two rr '.',`_ ✓.,'•<' r v;,@' each 4-1/2" pumper nozzle. All nozzles shall be threaded, not leaded. The hydrant shall be provided with an interior valve opening of 5-1/2" with a brass to brass threaded stationary seat. The center line of the nozzles shall be 18" above the bury line. In addition, the hydrant shall. be fitted with a mechanical joint connection per ANSI A 21.11/AWWA C 111 (latest revision) with a minimum bury of 30". Each branch shall be provided with a gate valve located as close as possible to the main. Separate fire lines shall be valved as close as possible to the main and restrained with adequate thrust blocks. Hydrants shall be located at or near road lines with pumper discharge nozzle facing the roadway. Hydrants shall be placed so as to minimize their vulnerability to traffic. All fire hydrants shall be free of corrosion and all working parts shall be properly lubricated and the hydrant painted (color to be selected by 'utility company). Acceptable fire hydrants, conforming to the above specifications are: Kennedy K-81, Mueller Centurion, American-Darlinq B-62-B, M & H 129. INSTALLATION Contractor shall comply with the County Health Department Technical Memo- randum regarding all water main connections to existing system or lines already bacteriologically cleared. Installation of water system pipe and fittings sh<rl, be in accordance g with AWWA Specifications C600 (latest revision). Any pavement cut shall be replaced in accordance with require- ments of the authority governing the area in which the work is done. Water mains shall be located as shown on plan sheets. One 4'-0" high wood lath shall be put in earth against plug when service connection is backfil.led, lath shall extend 18" minimum above grade and shall be broken off at only by the authorization from the utility company engineer. The tp 6" of the, stake shall be painted blue: water service - blue. CLEANING AND FLUSHING Upon completion of the pipe installation for any section, the mains shall be thoroughly flushed, care being taken to dispose of the water without causing a nuisance or property damage. No existing system valves shall be turned on or off except by utility company personnel. Before flushing of mains, Contractor shall (-ontac.tutility company inspector.. TESTING Unless otherwise approved, all hy,lrant connections, service connections to th,, Curl) stop nt meter-, and al.' joints lit- water inali;s shall remain uncovered until the pipes have been filled with water, flushed At the highest velocity obtainable for ri s_.t'ic-i,ant time to replace the water in the main under test at leant twice. The Contractor_ shall provide all necessary equipment s'_ic;t as Dumps, gaugf` and water me<suring tn}:s aril shall lerto-m al work eo:i c>d f r )i.�e• ti F r 1 or r ,, r o L. f pressure and leakaq- tests. All pipe shrill be tested before backfil.ling ground joints rind fit t_ngS, nrrd -+11 pressure nand leakage tests shall be made under the su,•ersision of the engineer. Press_.re and leakage tests shall be made between valves and/or connections to.r each section tcstod, using the piocieduie outlined in ASN1/AWWA C-600-77 of latest revision. Pressure Test - A r.'drostatic pressure of 150 psi shall be developed by the Contractor within the section of pipeline to be tested and this pressure (150 psi) shall be held for a minimum time period of 2 hours to determine bad joints, defective pipe, fittings, etc. The Contractor shall at his own expense, adjust or .replace, at the discretion of the Engineer, any component or the pipe line which fails the prescribed test. The pipe line shall then be teste() as Iercrihol ahc.'•: until it successfully conforms to said test. Leaka3e_Test - Tile leakage test shall be run concurrently with the prr,ss,rre. test. Leakage shall not exceed the following formula: = NC A - Allowable Leakage (GPH) 74')0 N = Number of Joints in the Pipeline tested 1) = Nominal Diameter of Pipe (IN) P = Average Test Pressure (PSTG) The pressure test sl)al l be considered not ac.ceF )table unless all valves _ _.-.___. servicing hydrants, services, etc. in the-' test sect_ion are in the- ope-rl position. DISINFECTION Disinfection of Trwins sl,rl_1 comply with AWWA C-601-68 latest revision. Each unit of completoci li:'..• `nil ciir,tril-i'i:tion systen, shall be thoroughly lushed and than di�;i '� I with Chlorin,- r+ay be applied by the tollvwinq mcthodf : 1 icl.;ici .`hl%)nine c,r h'.' c;cnlorit„ and water- mixtiire,. f l_)shiml shill br, ;'t ul f icinnt velocity Co rewrote dirt, ,and other foreign mat trr Li)rou, ti f i rr !r'drrrnts c%r: other approved hlow-or is Thy, amo,)n i }I t 01 hlurine then appl rail, sh,il l be sul ticient to :_i dosane of not. less Dean fit-:ty t,irt-,,, poll mil.if-, (5U ppm). The chlorine n),itei iol shall be, int.io- iiuced to the, %v,it,,r l Ines nncr (list, il)'iticx; s.>;tr ms ii: ,, manner a roved b �- ) lP Y i:hip I>nginc ^r lined after a C()ntact period ,)f n<;t less than. eight (8) hours, the sY stem sh,ril he Huwith it.h clean w:itt,r ..intil the residual chlorine content is not gr,,ater thail 02 parts per million. A1_I-alves in the lines, being di.s.infecii`c9, shall he oponerd and closed three times during the contact period. The Contractor shall make all arrangements with a certified tr,sting laboratory to tank„ ;ill water samples requirodd for bacteriological tests, and 3 shall continue th,` disinfection process until. the 'Local governing Health Department givo:.; written approval of the: water lines and distribution system beinq disinfected. 'title Contractor shall install samplinq taps required to take all necessary water samples at Fx>ints designated by the Health Department. Health Department approval shall be accom lisshed At the full expense of the Contractor. VALVES AND APPURTENANCE.: - WATER ill valves, bends, tees, crosses and dead ends shall be restrained with adequate reaction or thrust blocks of poured in place concrete, ha,-inq minimum compressive strength of 2500 psi after 28 days cut-(,. HATER SERVICE LINES AND TAPS Tappinq sleeves - tapping sleeves .n:d tapping crosses shall be the heavy body cast iron, mechanical joint type. Water service, taps on the main shall be spaced at a minimum distance of 18 inches. If two of more taps are re- quired at a minimum spacing, they shall be offset 45c alternatively. All. service tars shall be - ' F � supplied with corporation stops or other suitable val.vinq devices appin ed by utility company. No direct taps shall he allowed. Use (loul:)IO strap tappinq saddles. MATERIAf,S Pressure Pile Al I pipe shal l he c' - 9e0, Table 2 cross 150, PR re, P. V. C. pressure pipe elgs+omeric gasket Joint-. Val V_rs Valves up to andincluding 14 inches shall be iron bod✓, ironze mounted, gate valves conforming to AWWA C-500-71 latest revision double disk, non -rising ,stem type, with parallel seats and appropriate ends for horizontal position in line, and shall open left (counter -clock -wise) with 2-inch square operating nut. Gate valves shall be carefully inspected, opened wide, and then tightly closed, zinc] all the various nuts and bolts shall. be tested for tightness. Ail fi++,ngs shall Ix D.I.P, Clqss 150 with mechanical join+s• METERS Meters may be furnished by utility company and paid for by the Owner. METER BOX VAULT Meter box vaults, shall be furnished and installed by Contractor. Special care shall be taken to prevent joint materials, stones, or other substances from becoming lodged in valve seat gate valves, unless shown otherwise, shall be set with their stems vertically above the centerline of the pipe. Any gate valve that does not operate correctly shall be ad- justed to operate properly or removed and replaced at the Contractor's expense. All Pipe to and +hrocgh fhe. mefer v,, )t 4o be D.I. P. Valve Boxes Cast iron valve boxes shall be provided for all valve boxes installed underground. The boxes shall be adjustable to fit the depth of earth cover over the valve and shall be designed so as to prevent the transmission of surface loads directly to the valve or piping. Valve boxes shall be care- fully o as to permit full. centered over the operating nuts of the ate valves s Y P 9 g P a valve key to be easily fitted to the operating unit. The tops of valve O boxes shall he set flush with finished grade, with allowance e made for the settlement of surrounding backfill, or surface. The valve box shall not transmit surface loads directly to either the pipe or the valve. All valves used in potable water mains, 16" and larger shall be butterfly vaJ_vas unless otherwise specified. The viilves shall conform to AWWA Standard C-5:'.' and shall be Class 150A or 150B. WATER (REQUIRED ON AS-BUILTS PROVIDED BY CONTRACTOR) ------- '-------------- --�--- � in As built distance of water main from base line (sewer main) or from center- line of paving. Stationing of each valve, fittings, service line, blowoff points, etc. As built lengths of service lines. As built fire hydrant location and typo used SANITARY SEWER SPECIFICATIONS PIPE AND PIPE FITTINGS All pipe and fittingo trademark are tbe clearly marked with the name or of the manufacturer, the batch number, the location of the plant and t e strength designatrcri, as applicable. The manrufac ur r shall furnish the Builder a certiticate that all t^_^'.s a.:. inspections have been complied with as required by the specifications under which the pipe is manufactured. Pot--Yit 2vin 1 Chloride ;PVC) -- GravSewers Onl .--..� --- — _ _ _ w ____ —Y A5 TM G go34 Pipe and fittings, 05M(Pv<)__evver l.,t.e ;f;/t, ds -ring 3.- r1,.ck„,,s,The maximum length of -each section of pi-c will be 20 feet. All PVC pipe and fittings shall have a pipe stiffness (PS) equal. to 46 P.S.I. minimum and a minimum modulus of elasticity (E) equal to 400,000 P.S.I. The pipe joints must be the bell and spigot rubber gasket type, in which the bell portion is an integral portion of the pipe. PVC pipe and fittings which show signs of ultra -violet degradation will be considered substandard and unfit for use in any system to be owned and maintained by the Ut,l,i-y prov,d,n9 service. Connections at Structures When PVC pipe is to be connected to manholes and other structure, manhole couplings corresponding to the size of the sewer pipe must be cast directly into the structure; the PVC pipe is then inserted into the coupling. For other material, such as cast iron and vitrified clay, that bond more readily with concrete, pipe joints are to be provided at the wall face. Further, where sanitary sewers connect to structures, pipe joints are to be provided at the wall. face_; and, where the connection is to wet walls or other installation) where backfill exists below trench grade, one joint (18 to 20 feet) of cast or ductile iron pipe is to extend outward from the structure. When it is necessary to extend sewers through structures such as conflicting elevation storm drain by-passing chambers, the pipe within must be ductile iron with no inside joints. Sewer Service Connections Installation is to he as shown in the Standard Details, including the wye branches installed in the sewer main at the point of connection. This record will be retained by the Utility Cor»pgny upon completion of the project. All lateral locations are to be shown on the As -Built Dr.lwr: cis iY" V. % �� o c• N,,,,� g A" 7-M C 30_4 - SDR 35, Yhicirne.55 . Exposed S,:stems are to be supported As necessary to hold the piping and appurtenaices'in a firm, substantial manner to the required lines and Trades indicated, with no undue piping stresses transmitted to equipment cr other items. Subaqueous pike layin may be permitted where conditions make it impractical to lay pipe "in the dry", provided the Contractor submits his plans for laying_ pipe under water to Tile Uti/ityEn9lneer and obtain approval thereof. SEWER (REQUIREi> ON AS-BUILTS PROVIDED BY CONTRACTOR) As -built distance of ,ewer mains from base line (water main) or from centerline of paving. Stationing of each manhole, clean -out, stub, etc. As -built lengths of service lines. Type of materials installed - mains and service lines. Invert elevations of each structure and all mains and service lines. Indicate grade of all main and ,service lines. Provide infil+ra4-ion/exfili-r4ion fcs+ of complete sys+em. SPECIFICATIONS Pe C_ 10 C41 V LZ 1 LQ V W Q � V N Qa \ 0 w (� S co J W o Q F J w N O � Z O N w cr W Q D ^u Q Q O °J LQ v J Q) c �2.g1 10.001 CA PROPERTY LINE P ,i Ik SIM A§ le hi X Zia IlyG CLA5SIPICATTo = R-4E USE DWELLING UNITS EAST OF"AIA 2.55± AC WEST OF AIA = 0.6 ± AC TOTAL ACREAGE = 3.15± AC SETBACKS SIDE REQUIRED= 65.33' PROVIDED= 65.55' FRONT REOU'RCD- 63.50' PROVIDED= 204.0' REAR @ COAS'AL CONSTRUCTION CONTROL LINE TOTAL HEIGHT ALLOWED: 79.77' PROVIDED: 79.33' FLOOR ELEVATION OF HIGHESTSTORY: 70.66' PARKTNC SPACPq ni 7'"D: 62 spaces PR,�IDED: 65 spaces HANDICAPPED: 4 spaces LOT COVERAGE EAST OF AIA (40% of 2.55 AC)= 11,078 SF WEST OF AIA (40% of 0.60 AC)= 26,136 SF TOTAL ALLOWED = 137,214 SF e MAIN BUILDING = 6240 SF ACCESSORY POOL STRUCTURE= 9360 SF' TOTAL PROVIDED 15600 SF' { REFER TO ZONING SITE PLAN APPROVAL" ST. LUCIE CO. FOR ABOVE DEC/81 / yn" If, 320.52 ' x� �� .ii s k"'Wr v 1 ^S gfl r-{+yv' e $,x"• A4 '�.. t u �r r; f �"4'+Y �,G Y -Av .q�F,i'��'��'�`'�`r. «'�v •a4° fLL�N*' x�°r r'Y'. 'µ �. at9 �,£, : i �i 16 17 H 18H rri Z FIN ♦ 1 I 4 3 i1E YaF`4• v�.,k 4 1WW.,�✓: �ti A}F34n 51n en � 9 a I _ I RIM WV 4. 300.44 r BUILDING ELEVATION 0.00CORRESPONDS TO FINISH GRADE ELEVATION `8.00 MSL. }'' .. f, ^� a .. _}A� z`:..: :. n T, r`' � �. r� n � di ^.Y.", ti..^^i 38:'+�v � rv`�TeP: � ;yzt s.. �. �,t v..•"S;w ... _ .. r+ x S --- --- PROPERTY LINE CENTER LINE -- -- ,U BUiLDING SECTION Z WALL SECTION V � W- SECTION DETAIL A. Gi (DOOR NUMBER) DOORSOI (ROOM NUMBER) M®M W O ROOM NUMBER 1 �^ INTERIOR ELEVATION VJ -'� TRAFFIC 'C^i�r! _.4i .'2.::'..P-{, 3"P�F i. it. .�`+.� ti#. a ic' hrr ': L3 'S.4 ?5+�, '�.°d,3" .. '15�Si'-,�'r .,�'..+°�..��i ��. #•�a '�.s it ARCHITECTURE AT HUTCHINSON iSL_AND q as Sg �.$;. I25% r1orl k+b Hose Bibb , H' Hollow Core HDR Header HS Horizontal Sliding JT Joint LS Log Storage MR Moisture Resistant MTL Metal OH Overhead OS Overflow Scupper PH Paper Holder PKT Pocket P^ Pressure Treated P' Painted RE of Drain REF .'rigerator R&S Rod and Shelf RWL Rain Water Leader SA BATT Sound Attenuating Batt SB Splash Block SD Soap Dish STL Steel TB Towel Bar AFF Above Finished Floor BFLD Bi-fold CJ Control Joint CMU Concrete Masonry Unit Z CONC Concrete Ceramic Tile ®CT DISP Dignncal ® DNSPT Downspout �. DW Dishwasher DWG Drawing EM Electrical Meter EQ Equal ESMT Easement WElectrostatically W =GP Painted EXP Expanded FD Floor. Drain ='I' Fireplace M RIA Frame {.LI iX Fixed co ,ALV Galvanized coGB Glass Block GL Glass GM Gas Meter } ^-WB Gypsum Wallouard 1554 Miff ^ RLINNING ��' `.�.. INTERIOR DESIGN h TZET4/�//NG WAZ I - DATE 14 dL7 JOB NO, DRAWN BY CM - 8131 CHECKED BY REMARKS SHEET NO. A REVISIONS S y5 ✓n L 3 1"AM j 4215 Ponce I' Leon Blvd.,I I R,. I 0I 4�� J Im F > ':. ✓ .d - "}' 'n .. -^l�kl 1:: " ,A.... ., +: i r-.O -Vtr y"?R} �:'.'.i ,, i.:..,, i`: �: 6,.. %Y .rW�+ Y 'iP°.. ry+s.& `k : v b ". s#s.r � i,�i-rt:8;k.v 0.•,z .. v �p� T i 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442 r -9381 - t b t ,��' srs e:: fp�, x t .. � r r MOWN P{ • R O OF PI —AN I CHECKED BY ter` �Qi RE EN//`� Y THE //�� ARCHI PLANNINGINTERIOR DESIGN AT AT H U TCH INSON ISLAND L � Z♦ U 1 T E C 1 0 N 1 C ( � INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 � SEAL NORTH ELEVATION „ � _ r ,. I'r DATE I c>c.T qiI DRAWN BY 54 CHECKED BY - REMARKS REMARKS JOB No. SHEET N0. A-7 RevisioNs — "/Z V�' -I'. o. V�?, 9^1 ap F)e> U I.IC;0 r-- - --- -.- _-= -- —. Lu.1E. if gGOY i+ La i f/ i THE REGENCY AT HUTCHINSON ISLAND o I i � Qrr'hIR �GYon�it7Bv e} 9 i - I � om.tcco •��,- � q i A r I I — — .— — - -� — — - — _ -- — -- -- — —'I — — — -- — — — — -- — — -- — — — I wluv waa i -- - m/7j ARCHITECTURE PLANNING INTERIOR DESIGN ARQUITECT0NICA_ INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd.. Coral Gables, FL 33146 (305) 442-9381 SEAL i 111=0L]EILL SOUTH ELEVATION SCALE vs-r.:, CoCO' O .4 iMs7 DATE I' OGT 4b2 JOB NO. DRAWN BY 159 8 131 CHECKED BY REMARKS SHEET NO. REVISIONS A-8 Y 'COI' e-T E�_ MPLN, "_1' OQ 79,331 op OU 70.�0 1 9 0 ( I.1 IS 7 F is 3 0.001 GROV L LINE of ALI I'15441110IJ6E PTO. r-VO,A _ST i.1 GGO T'I +10 E.S.P. I TYFt WEST C1yr� 1041-4' �f gGJY1NC6! 1r- P-�.OAr PUNISH �atucco ELEVATION "4�w ;,94'-A' 0/a- -+' 2" Yf7 1"1kiCF1 6L , Pa►.Y`, _ 171>,X WIN 4 O/G ALUM. wlr.�ow5 (TYP> ANDRES MURAI, VTR. April 29, 1986� St. Lucie County Building & Zoning Dept., Room 201, 2300 Virginia Avenue Fort Pierce, F1a.33450. Re: The Regency Condominiums Hutchinson Island, St. Lucie County, Fla. _ Gentlemen: This letter will serve as our authorization to change the building permit from Rogers Construction Inc. to Enterprise Building Corporation, who will be the new building contractors on the job. This change has been necessary by virtue of Rogers Construction leaving the Florida area. Yours vJJFry truly, JERASH/1N.V. and HUTCHINSON OCEAN INVESTMENTS INC. -6 CA.. By: /,A(Tdres Murai Jr. l President AM. gg IL -- _s I 1 1 - - L - - - - J Nofary'fo V, State of Florida -- — My Commission Expires Aeg. 19, 1988 / Bonded Iha TI-Y lain-Inxmaaca, :n<. \ 201 Stsvu.t.n .\vtaT'c, Corms. Gntst.tss. 1't.ot+snn 3:313}-'t'ta.. (:305) -}.}3-'2500 I T T[ L L — _L I 1 14 cb WV.S^ 6 4'.A+ -- L — — — — — —— — — — — —1 (0 07 - -- — --- , r _- 1- L 1211 X 12° �1 l�OI„ GiL, fir;, EAST ELEVATION REGENCY A- HUTCHINSON ISLAND ARCHITECTUREPLA INTERIOR DESIGN SEAL ELEVATI0NS SCALEI/�" — I'— On prRM 1'T DATE 4 OAT " Z CHECKED BV DRAWNBYTHE REMARKS JOB NO. 813f A R Q U I T E C T O N I C A INTERNATIONAL CORPORATION SHEET 140. __ _� H REVISIONS -- __— 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 ELEV. MACH. RM. E j p ipt h r a ®ELEV z r °�..�. MACH. • . • edimity ak 7h NVs • - i I ELEV. MACH. RM. ROOF v3 e;�EE k, y w Aft.? k �� 4�is Km a STAIRi 7-r 4 R!i h � � � A � �� ,4�'x � Kkl� � ��Y�" �• 7i iY' J 9 h, - Y r I I Ellsomis minimum =7: !� k . • t:1 T k 16�i � .�'��I�i�r��b�i�� j F Y c� � .. � � �f '� u %C. iP'� a•'- i �wE "' i?� .L i i Y'4� 3§" �P� � vZol k i •rl 11 a• 1�� TIM rsFA1 rr �� SOB N0. DATE IA^ C>G7 tA BUILDING SECTIONSDRAWNCHECKEDD BV-� _ REMARKS SHEET NO. SCALE: 1/8ii_ 1i 0" REVISIONS A-d10 „. _ r 5-ty tF"r” kJi 3k 'n'NIWOi(¢ 3.. _tTaf'4-. 'l+�oan#'-.�a�L.�.�YtTWfaW��htStx'.� � ! - i - � i t � �r g t 1 ak d �=-- f ";tY §kv .:; tA{ tk "''' i+-i +t� +q� F4'Su. - 7x¢�r� h' 'k L }.f. i ! i R -.F 52 x'� S3 . 0fi Hm 4 Fj`eti r'R>•.v r' S H a 0 DOOR No. VILE M A T E R I A L R TYPE fr'I AI Ar rr%AIVIt TYPE 1�i� 1 AIIII C — THRES— HOLD HARD WARE WIDTH HT. THICK. --r-- JAMB HEAD ;STRIKE • CSC,/ I n" Z-n" 401' 6_.�" I ti/4" aau-trw Mis-tA �, v s, 1 Go l / 2 3L 0' L'- b" I a/¢" 1•F. N1. !7 � '.Z t I 2+5 �eal�3 3.a" G,, �x I �/4" N. M• c 6 1 I I - -- - J-IOLI-CNJ Gd!"fIS WGDD $ 'Z 3 I I Lodl�/I 'L''40" Cam''✓?7" I *1A# N.M, b 3 1 bQb/2 2'-4" G'-E�" I'�/s}" {•I,M. C� 1' Ci I I ¢j tipb/b cr ® Cs II/ I 3'-C�" Cam'- E7" f b/4" H, M• A o Q ® CslS/1 4' Ip" 7'-d" I/'1" foL. ('M?•i �� U. CsV2. 2'-)O" �olv5/1 '.'Q" �j�.d" v�,bl� I ►r/A" N:M. G"C A 7._.. 'i `1 2Ci Glto/I 3'.n" 6'•22" 1 4�/4" b ri 6:1I7/ I 2� a,Iep,/a 3'-a" lo'-b" I %/4" N.M. CG 6 '7 -7 G �dll +�'-0" Lo'-b f '�/4" T7 LA 1 1-1 M• i s A 7 7 2 q G�2/I 1'!n" '1'-4" li'•b" C; I ''/4" 3/Q" 1-I M, N M, b b D 0 7 -7 7 7 1Q 1CJ WO F, A61 ,G,wV. blt=nLh H � b N.G,WD: G v II A.o sl i i'-Cs" ce' b" 1 3/4a" YI. 6, W17 C. CV 12 II ® AOA•/! N,G, W-P v Id• II ,Aoa/'1 3' oi---"$.Ou lo'-b" I 'Ve !4.L.wv. CV G +5 F AD+S/ 1 2'• 10" W(_ wt7. G �iiM. yi c AO+�/4 4'-tl' Ca'•e�" N.G, wo. AbL/I 3'-4" !o'-b" I" N.G�WD, bI•✓:oLt7 T q °i lb Dcob/i J•i.G, WD. C� C� II � —' II It so... *I/b" At-, /GAL , A t� co Igo w "�D"(/) g'.3" „2''3n Co''b" l'�%b" i•I.G.WS7. C� G� II _ll.. I) A01/2 b'-O" Co'-b" I° N,G•Wa. G YOGYsCrf ,q 1P� `i AII/ I 121-W Cd•b" " {I.G,��tfJ. ibiFQl_D G G `i I0 }i: r.+.L.wn. .4 - - q 0 AIQ /*) to �•I.c. Wfl• Z f ID 0 - noDr'� ® - - -- - 1.jL — - - THE REGENCY AT HUTCHINSON ISLAND s Lel REMARKS I.-tut7�fl,c.LJT I" LJut�tf,cct.rr I" �PEGIb.L �F"1. F5Y �iAUNA 1^il�. MmmFDULE z 1_ 1 ... -.._ 1 1 a DN®j,? 51Lt MATERIAL DOOR FRAME DETAILS THRES HARD o WIDTH HT. THICK. TYPE TYPE JAMB HEAD ;STRIK.E HOLD WARE REMARKS coa/3 3,co" co`'b" I" NG,wp. V*70LID IS. V------------ ----- G fb/I g'.pu Co'•h" I'�/f�" �-{.L.Wb. 't�OGK><T G l�I IPA I�i G ALl otH i", vaal �Oz, tJTilouoi �iUIIES GAD COt 7bf.lr, Tb 'Na,Olv� OW) V - - a. I ?C 'c 3'-O" Co'•E7" I" N.G, WD. Pjir-OL17 k 9 D q a4,C. WD. G �o N It it fj QD4/ I 3-D" cp'-a" 1 3/a" Hz, wD, t�o*5/I 3'-0" L'-tb" 13/gy"�-I.L� W>7, pacu,ET co pX� 21 Ib Z2 'PO(o/ 1 2'- (i " (o'- b" { ''/b" l�.G . W 1�. G G� �13 I I i•'b '�'g 70 7� I '+�'-p" !a' b" I ° J }.G Vvt7 • ib I 4=01.l7 H 11 10 708/1 3',a" fo''C7" I" !-I:G:WD, YjI�dLD * of IQ °t f"o°I/I t3=4" Co'•b" I" 1-M:C,wb. G Cv N tl 11 /G" 4.L,WD. Co 105 r$ l*5 Z 'Iol2 3'-a" col. bp I" kc,wD, 1`vlFaLti7 = q q q fbIPaL•G 14 2°� II 24 1'12/2 Ca'-CJ" Co''b" I'°�/b" 4;�G�w17• [�� Ca G 1's? l� 1"'S It tl '7 ^ z L tI 1-1, M. N,M. G O 20 °3oM11 -7 -1 P✓ Afi7EL 5oI/4• 3''0" ` co'-2�" I �a" N.nt. 2a � P� •7 r �i.. V 00I �,O" (o'-a" l 3/Q" t•I . M. 20 6 Ld#11:1- -A* d° Tbil, �j WIA0 2' b" re'-b 13/4" N,M• -7 -1 -7 15 i-Abr.L 1'YJi �'•Q" lo''b° l3/Q" 1-:. M: G b b LSD G7 �1.�1. -4riO' FOi+ 30 MIN. '011W N . M. c a� O •ice tl+ML -41%50' P-CIPi zi0 M 11,4: U Hal �'.o" to'•6" 1 3/4" N M. G b b '>+j LAPEL--Q'70° T4R 30 MIN, W 1'1015 3'-0" G, ey' I i/4" N.M, O 5 ARCHITECTURE PLANNING I A R Q U I T E C T OLoomed N INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305) 442-9381 DATE - JOB N0. I4 OCT VL DRAWN BY `6 8131 CHECKED BY REMARKS SHEET NO. REVISIONS -- A-12 '.'i<�m%P`i',^k{3; 'm-•'< „- a hu v "A '"_r �V }'.c" + �ffT r 4 t -i .+ .i.7 3>~` G" a Sit. Tel R-4, 4tor 2° f'44 W-V UFG '< I x4i�'A> PIP L 02 G LAP m tS21 (,pu2s7 T S+LpG�EZfJD 4y�a.'gr, .. ID x e c��:. .w" .. y G'L. E- HALF r r 4 n�M/mi'lu x'3 Y ' f ' SY� r= � �V F. � i A .ry t 'N vo��Es .0 o mm6 It m. - GEILINa xuN�l�� o�! GbtJ L!c I �.1Co V9rr1� 35°o MtL,__�s7ur� 2ra c'a c,AuL�u,aa� �r O INTEI4I PART' N. 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'w. r_.- a`w ,+: ': _ ^.:. ,."�v»' +t :, - \ :: •ys:, 'ki, d�aj x' ,.z. iFw y [f t /.P : dt;...: aa•:, C .:. w .. .ro. _E '.- ._ ,. .,... i �.'.. r s, 4 d n. a•. ,rY *~is7 F• 5' t.�: STAIR PLANS ...t •rv, 'x ., s,..:'„ ,., v ,.»f .a.N +.. ,. .....x .... .," LL ,rt x #'�.. k. .. _ € ,:-.,;° .. :; x'�+ ,, w .... , t' _ , . ,a rJw,. ., a. ...Q` u., i n. 'n B` ` �:'. • r w.. ...:.». fYf . _ , . r: .. -. , 'i5 a..:+: ; ,.r n n. : >' . a.�.. ;., , ...r '*.,, !�4'}# e v'�'`�t a%7 ` s. STAIR • ! NS .2� r.�i ap �„ak�. .•. cif ..,.,. , r,..-, .,`•.R ,.: ;.,».._.�"'fig" :.:� 'vih s -i . , r§,.,k C, r• '{ fr(.�, §t } H. Y E ,.'.� 1:-'.i.V t S $.i ,' . ,' `$` ARCHITECTO PLANNING INTERIOR DESIGN _CO1 • DRAWN BY N1':z/SFCo'T10N E R �a srzre• sf "s t$ pCHECKED BY- 01WA BID INTERNATIONAL CORPORATION Omit REVISIONS -7`11 14 , • p HJ , il a•+. .. _ .:< F .>x,d .r»:3 w.,..� ,t.-.. r x_'',.$'a&`tiuccn:t->if�fl`1ss<a+�„-`di£Itll µre _„srmaam:.`>:rs-v.ers;;".,c:ay +r,aaz,,._m.. _.........:. SEAL ...7, >n - -:.� ...-t ,�,,..,.�-tea.. if ` 3 ! TOP OF ROOF L-4— ;; I A2 EL. 79.34 / �tl, � � li 17j! i °� A N6 00 I I , IE m m 2 T.O.S. PNTHSE EL. 70.67' I I IL 11 I; A T.O.S. SIXTH FL., EL. 44.61 a AI6 11 I I -Q I I A16 4 TO.S. THIRD �FL. EL. 18.67' T �� s s 6 A i6 TO.S. SECOND FL EL.10.00' II 5 AI O ` - -n - 5 ' A 16 T.O.S. GROUND i EL. 0.00' A SECTION B SECTION A-15 A -I FSECTION A-15 4A r 9 41 o SECTION A-15 9 A kp r s ARCHITECTURE 7A=NING INTERIOR DESIGN THE REGENCY WALL SECTIONS I AT HUTCHINS©N ISLAND A R Q U I T E C T O N I C A „ X SCALE 3/8 = I,-0 INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 SEAL • /// T.O.S. ROOF I EL.79.34 El I j*PMIT JOB NO. DATE 14 CX7 `i1 DRAWN BY� 8131 CHECKED BY REMARKS SHEET NO. REVISIONS / -- IA- 15 -L i aLuM� Iz.DLL� tic eLuM, y11wt*w �-'"J 4LOSu2t �II S,M,S, r.V k'�.•dSrtIL GotilllNt�oL1S S�biAr! - -- pr�lG4624 o 34 °b 0 L! tzz& 5'f R I PS e I G ' o74L. 6,PQ ttl S r�lF n FLra o. r p 6 0 Ar V14, CL.G I All6 SECTION $� MAGI SE.i' SM.Sce�wS w/p-ns�c o�lcaa-z•. D .o I ° e 1. 1 I II I A2 SECTION YV/ !it% Goy- d'I A16 SECTION -r it 6LL H, 2oL+SIG in Ewi �,p �Ui.��i i.-` • -,� lE- � -o �t1Gt1112L�� SLPy7 "o x ,2 GON CAS w/ 1:u2R� L�fZE,'fl-14NF.. C1)4b C.I. Pad{ ALuM, RoLi.11� _ I A 16 SECTION 1-1/2° = 1-o° 4, U L P C� D S�Rui,*URd� SLD� �o Alt vtaN 1 CebW� Fu�RC: i GI-i,trNh.L6l."i Sb G �IaH G� �I1 Al ri/ GO�.JG Gbi� 6 A16 SE C TION I - I/2 it -Olt rHA S'�'tzUG'ft-II?bL. all�+i x6L°CAI' a CoALtiI. L2'G GuoN �I% 5't'�000 St'D�' —G s w 6.'I 14). GAW, N 1;'I2iP w �1 xII' (,Dori ua. ;L. PbL.IL.., v INP, A5 Peg tm$-r i .a � S a�-IoLt �MUL4;t�.1 *� \ 7�tl li�j v(4Lt c u b. 1 ePIPE RAIL DETAIL FULL A16 A16 DETAIL ALUM. PROJ. wlNDow 12 d' _ �� ,%Lu-rugs — - PI ti�D PA.14f%. d x o GoNL, S: L� c9LlplZ� t};.�, ;yN Mpi21'Ct2 FiJ� A16 SECTION •1 e e 4x,4 !i NTS t= r L THE REGENCY AT HUTCHINSON ISLAND ARCHI 7�ANNI N G INTERIOR DESIGN / SEAL MISCELLANEOUS DETAILS SCALE 3 = 1'— 0' " (UNLESS NOTED) �p- I11 DATE 4 OG1 002 DRAWN BY �� CHECKED BY REMARKS JOB NO. 813I A R Q U I T E C T O N I C A INTERNATIONAL CORPORATION SHEET N0. A-16 REVISIONS 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 r J T mxmlupi fb j�ylyJ Jf � �1- I'vj r r�xTJ�e. �Fff = IxTJ r 444 LI L L=4 67 F vI 'fib .::3 2. . �✓. +1l�ic.. � > � � t h.a THE REGENCY AT HUTCHINSON ISLAND S TO( i $ 5SfP4AS4 } :.4 a m f mg E �a ACCESSORIES 1 30" TOWEL BAR (5'-0" Ht. Aff.) 2 24" TOWEL BAR (4'-6" Ht. A£f.)I 3 18" TOWEL BAR (4'-6" Ht. Affj} 4 SOAP DISH 5 PAPER HOLDER 6 FRAMELESS MIRROR FULL LENGTH OF COUNTER, HEIGHT r 1'-0" BELOW FINISHED CEILING »>•_ - 7 SHOWER ROD 8 SHOWER DOOR 9 SHOWER HEAD 10 RECESS SOAP AND GRAB BAR 11 GRAB BAR: I L' BE MOUNTED AS STANDARD REQUIRMEII•' FOR HANDICAPPED. 12 24"x48" URItiAL: SCREEN:1'-0" ABOVE FINISH FLOOR FORMICA PLASTIC LA^?. FINISH. - 13 TOILETS PARTITLONi CEILING MOUNTED 1'-0" ABOVE FINIS FLOOR FORMICA PLASTIC LAMINATED FINISH. L4 FOLDING SHOWER SEAT: 12"xi0" MUST BE MOUNTED AS STANDARD REQUIREMENT FOR HANDICAPPED. 15 ANGLE GRAB BAR: MUST BE MOUNTED AS STANDARD REQUIRMENT FOR HANDICAPPED 16 SURFACE MOUNTED COMBINATION TOWEL DISPENSER AND WASTE RECEPTACLES: MUST BE MOUNTED AS STANDARD REQUIREMENT FOR HANDICAPPED. 17 SURFACE MOUNTED FEMININE NAPKIN & TAMPON VENDORS. MUST BE MOUNTED AS STANDARD REQUIREMENT FOR HANDICAPPED 18 SURFACE MOUNTED FEMININE NAPKIN DISPOSAL 19 SURFACE MOUNTED R^T:L. TOILET TISSUE DISPENSER 20 RECESS SOAP AND GF-;`;3 BAR AT SHOWER AREAS. 21 FRAMELESS MIRRORS 22 6" 671DE CLASS SHELF MOUNTED W/ALUMINUM BRACKETS AT 1'-2" ',.3>>VE FINISH FLOOR. 23 TOWEL -'!N AT 5'-0" ABOVE FINISH FLOOR l@ 12" O.C. 24 SOAP DISPENSER. LAVATORY MOUNTED. 25 2'-8"x'-0" SHOWER DOORS. m m m41, ._� _$^. ilv P 3^F y Yf84v, na✓+ir4 \_V F S-fvKAc,� izt�( h Ids T� FI`�.C�,ST CU�'INCi NON SKIPFINISii P5CK- 50MAN 17r� .z Vh ° TILE' -\ o �' SLOPE 3" 14 IU-d ro -46 t1LE 9" x9° TILE -- »>+++ © Q CoMIL FVC VINYL TILL �% r{ r-> �� SEE S7Rlic7UKA1 r FUR SLAPS SIZE S7LCCO S'T96IGiURAL J� FUR BEAM SIZE 6P �,' � i iZEIrlFvlzclrlG L PvR 17�kI�� I POOL GUTTER DETAIL A19 1-1/2"= P-G" ---- yLq-vt;, J7LL" --'J/I!o" xZY2 %7' 6 H�H-b/ez PI -ATE- . evGA. s/5 �>-ur�t�INC ENcLvs- � � ��LC�GIG _,,pEGU1ZAAS M�j -�I` t ' PIT'15SUKGH WKNIN4 OKf01JAi._ rNS1ALL FC, � PANEL 1z1:It�FvlZclryd IN i kbf;ZZZ, J0I1"f7S ON AFF&OX` Gwv.xI/zDF,s�s ' PLl1Mi�l1-+C� �J.C�SU1Z� = SLUne. y�-- P� _ __ �✓81Z �I�tIN -sEE- �l_� v'�h'6°�IIGAL t��i _ i°Sca G'R�I'11G'TILE-Mali ' � SKIP SUIZr?.G� -4�Ix(o'x /Zipoij5L.E. o� 6ULL'N0SE CILAZED-TILE.. a 6 19 SHOWER DETAILS s 3/411 - 1,- O" AI 5/5 HANDRAIL 1"5Q,NoN s�.IP "F"'kMIG TILE SURFACE. \,Y 2"WIPE __ YILTt, STRIPS OF GO}yTRAST- s Hl j C01.0?- AT 7HE I>7`1EFZ �I sEGTlviy vp r-AC-I'79FA;o 4 _ , U i I�RZ, A` _H•) ' A 'b(XKr-T vy - � . eo o � , A v POOL STAIR DETAIL AI 3/4" = I'_0" - 4 X �g P1. �UiL DSE GLAZEpTILE. TOPGOPINCj Sj��IZ HE��-bPfRA;Ep f5TI ?USH-PjoU?ToTi YA�-YE WI7ti "fIM� DELAY l.bC,fi'T�n Ci'SQ CLASS i`�LUGI< I_ !F7 _ ,c u — ItC�SI: fi�if3 n. I Sa. C�Rht-lIG 71Z N)Ilt w 15K117 FlooK - 51.101pE YZ'/FT. FOKM 70FF ING SLAB To ! PROVIDE LEVELSIl1CFa B. 70 GLAss 50C vArbrz >�>Z � R SHOWER DETAILS m 3/4" = I' -O" A19 T 0 0.E--- r �— = F 0 J c� N L7 .SE CTION I F { 5 Yi rk r -Mat. v •' C{ y� I, ._. •..%��"1��C' a;'..v�`-Q°?�R?i.. .h� �C�}."; �u?'�t T. *S?.p'eia�3'�i;.�'k'S..,g�'v&.„''�„ + � Iw Tc.'s �� q. 21, Ya_ 11 .rr c+.:+3r.+ ,. , .. - �'M�TALSL�E COMIT,ATBXIP 4>�C N 1 /Z PIPE RAIL I:.S.IF F--METAL �;"C Kr-'T _ 3��1 t� 150LTS w/ INFANS10M st J LP5 S'TL{GLU �v✓I' M ApP) -- CVNc , 09 ?bpLaGK rAIL 3" = I'-0" PIPEFZAIL. SOLI D PLUCI IF_`LoN4 SE.T SCREW SON -511&I"tK GROUT CURE t:)Rl LL 1:OFI P I M I PURTANT-COOKPJNA7� CORE LcxATIUri w/ 1100/�►T ION D F SLAG RE I NF IAGE 1-1/2 = is -oil. �atu Lco PAL v. SEAL STRIP ELE w as m ,E �113�tz 45�1- DT L. HAL VATOR SILL DETAIL 3" - 1'-0" AT HUTCHINSON ISLAND 5 � WALL. rL C�Ijccc SiAP (+ P) 1 A2 0 2- pLY SASE ;L,4v'4r. N N3U LAi'f 101 l n-Cipti%G, gLA3 —.:� ,o � �1�3ER CAI a WALL F11ASHINC DqigirTL. 3„ = I, -011 FU�fZ U I � V ELEVATOR HEAD DETAIL 3" = 1'-0' Laze ry' s,A �, CASINfo B�t. o�W I NG CONNECTION 3„ = I,-0„ o� ARCHITECTURE PLANNING _'Illoo SCv®IKIn- A R Q U I T E C T 0 �,,�, " 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) NN I L IL. G. INTERIOR DESIGN - FULL NITS 0 Goat S0ALAW f fi�uM, F zAMrs Ct-fir). D�A4 �rftt�4Slc -------------- 54�'' ��C4 cola xa MtL, �A i 5 ? .. ? , %4('. i.. •...i i': ...2.,.� n � sn k*§. . - ,k.:u51�e° t . .,, ...- „.x_.- a.:I«:a ,--.,.r .. .• . ... - .... %d P, .. t.... >'.. ,.. .... V. _.. -,. 4 .k... a.. n. ,.0 .:e, ,. ra xY,= .mv =:..,r �e.-. -r.. n. �s, :: ... .......- v .. I .-. ,. .. r s ,..r r ..f �,. Ip. _v. ...F a...:... 4 h ... ... 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(0 S Mll sxgcD �vj '2715 CFM " -N*R UOX8 �v m P -LIN F" YJ 'A Boy. 0 I mm 0'i F, 0 A' 30ylo fP� WW" c 4" 30 y a s 61K(�co- jyj BC07 GALLERY �IUD --- ELECTRICAL VIES 0, F3,0 tk rHE9MOSTA4 MECHANICAL kmpem ppo Cyr 0 Ll 0 A Iw Ke TRASH COLLECTION WALL CAP ME IN �dv MulrFLEM CIC M S5TIC ,sm MEN'S TOILETS 69v.,7 y I PLEWUM F-17 JIM LL CAP 0 0,A- lQT FL.0 -z ''; �4 'S',, - -:-'L ROOF a, g3z� if4 Y e? tc DOOMS -7 -ml 0i �"w n'v �Q PORTE COC� 4 GROUND FLOOR PLAN SCALE 1/4': l'-O- J013 FLORIDA ENGIN 3 5'2! 1 r 7 E6h:.70ppMr n.rt minmi '. fl. 6,1" kric hone, [30S)94S-4743 DATE 10 -`14-8 2- JOB NO. DRAWN BY PB 8131 CHECKED BY - REMARKS SHEET NO. REVISIONS A L 0 F ow 3 tj fi€ x - MASTER. BEDROOM f ? t � r, i 2 � r Y� t .. f a 3, a Cy c n t+,in.Y 1t MASTER BEDROOM it ELL 64 n ' Ti Y +' T iY 4 r3+ i R' ' ,� : ^31 4A0 0 M10 0 _ rz DINING 0 FIN. FLOOR OR ROOF- REF LIMES SUPPLY DUCT ELECTRIC - - HEATER SECTION t t r ?; 10 SjB;yr}Ar ` FAN SECTION Y r k h y rt" 3 5'r>Ye t 3„r5` v. "-IY. XFt COIL SECTION 3/411CD & TRAP BY PLUMBER I SOMODE-FILTER SECTION PADS 2 x 4 WOOD � ,,; SUPPORTS WATER ® HEATER FIN FLOOR IY40 CD BY PLUMBER T5 — TYPICAL AIR HANDLING UNIT DEIWL 4"f6 u s P �J 3 3 at �y MASTER BEDROOM hNcs N y 42 f f m•'§ i P i. u 9 AbiU I BAH X f t pity A .fief § "` A' #" ✓ 1 V" e t 4n f 5p_- 0 40xIS Ma kW -,TER BEDROOM i k 25cIF EF-12ql r 50 cr-u G4 ® Gx4 2Gx8 t 22x .�f.�. �. :� � �� 2Gx rF lt 2x urr A ,u, E.�- "' R I IE 1'15 CFM BEDROOM x .—r � j Y" +�, -i—,.. v""Y •N+"�'c Y4: � i]Y � rY^ i"'�.3.1 � .^i?4-...,�- �^ �.�.eaEc�c-$ -X �nR�'-' h.3n� � s ARCHITECTURE PLANNING INTERIOR DESIGN A R Q U I T E C T O N I C A TYPICAL FLOOR PLAN (FLOORS 2 — 8) SCALE 1/40 : 1' -OR • 352 n.-. IS71,h. aLri,t north miomi beech, (I. 33162 teIrPhon, [30SI 945-4743 DATE JOB N0. DRAWN BY PIS. 8131 CHECKED BY ".' REMARKS SHEET ND40 REVISIONS AG OF 51 y ice^+ i3a- 1'ut u �e, � - 9 3 3 r, a R F �n 1 x� k • PH"A" =00 LIVING ROOM L 4e .; G ,st tn•.�y s# x' s� 5'f9 s° r 3 ^S x . 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Y as C a E#ey r, , '. �,�, s YS� k�s#Y ass f.x �.€ a'3tc i�•,a`'�� ,a, G ;g t`5 3 aT . �•r EF�14- Y �;_`��. .a � s' �n s;u": 4 ��ti� rr€_ s�$:�:i 4 ... -� s`- ,- ,�._"�. y* ��i=... a lx.. - ._.. .�. _ ._+.e -a. �' �'.. .�.....r':.: ..�t.�a. .a r�,� .. }`o ,t c f� � , a•". 107 S 3 u.. s r< GX 4 02m2kJ 7 FM s BC_ RGOIVI Zv =fF„ r� a tix65R i '( e C3 'g�.: �Le..{.ia• 3 ,>� '.� 4 ^�v... a.... R- . a'%p$„;�,---2�n�" t v r r 5!5 s Gx6CG.14J .b '75CFM DTI T2 T3 T4 TS T6 - EXHAUCtT r-HASF 7FT'All .Wy - INSTALL BOO' TIGHT OF IN: WALL OF CHA' 2 HR F IRE RATED EXHAUST CHASE EXHAUST BOOT DETA I L N,T,Si DI D2 03 D4 �, ISOMODEK� J OUTSIDEPADS AIRINTAKE & Ir ROOF CURB WITH FLASHING FILTER & COUNTER FLASHING FIN ROOF PITCH PAN . -- -STEEL SUPPORTING - STRUCTURE FOR DETAILS SEE STRUCTURAL DRAWINGS 2HRS PRIMARY CHASE PAC - 1 ROOFTOP UNIT MOUNTING DETAIL N.T.S. BOLT CONDENSING UNIT TO SUPPORTS TO WITHSTAND 150 M.P.H. HURRICANE FORCE WINDS 24" MIN. ISOMODE PAD 1 FIN ROOF CONCRETE BEAM CONDENSING UNIT DETAIL N.T.S. UNrT NUMBER PAC - 1 MANUFACTURER WEATHERKING MODEL PCA 101 TOTAL CFM / OUTSIDE AIR CFM 1500 OUTSIDE DESIGN TEMPERATURE - IDS / WBO F 1 /7 VW@RING Ad.R TEMPERATURE - DB / WBDF 91/79 LEAV I NG AIR TEMPERATURE - DB / WBO F 61 /60. 9 SENSIBLE HEAT CAPACITY - BTUH 48,600 TOTAL HEAT CAPACITY - BTUH 108 000 �-- EXTERNAL STATIC PRESSURE - IN H2O 0.5 EVAPORATOR FAN RIO. / FLA 1 /2 / 4.3 CONDENSER FAN H.P. / FLA. 1/2 / 3.5 U COMPRESSOR F.L.A. Q UNIT CIRCUIT AMPACITY - AMPS --- d MAXIMUM FUSE SIZE - AMPS. ---- 0 VOLTAGE 208 _ 3 _ COOLNG COL FACE AREA - SO. FT. 8.0 Q COOLING COIL ROWS / FINS 3/12 0 ENERGY EFFICIENCY RATIO - E.E.R. 9.4 HEATER KW / BTUH ---- HEATER STAGES / KW PER STAGE ---- FILTER '.PERMANENT - X _ OPERATING WEIGHT 1020 QUANTITY 5 ACCESSORIES A, B AREA SERVED PUBLIC CORRIDOR 7 ACCESSORIES A S'I; E TRIP Ya; 1 B ACRYLIC COATED CONDEN AIR DISTRIBUTION DEVICES SYMBOL DESCRIPTION • MANUFACTURER MODEL CIS CEILING GRILLE TITUS SERIES 200 F5 CD CEILING DIFFUSER TDC TYPE 6 FRAME & AG-95 DAMPER SR SUPPLY REGISTER MODEL 272 FS5 RAG RETURN AIR GRILLE MODEL 4-FL RAR RETURN AIR REGISTER MODEL 4-FL5 FRAG FILTER RETURN AIR GRILLE '" MODEL 4-FL5N ER EXHAUST REGISTF-µ` MODEL4-FL5 D.G. DOOR GRILLE - , MODEt CT-800-BFw O.A.L. OUTSIDE AIR LOUVP " MODEL OXL-F2-S2 A.V.E. AIR VOLUME EXTRACTOR--'� MODEL AG-45 F.D. FIRE DAMPER �,,R01040ft MODEL 119-B Q HI -LIMIT THER240St'+� ----- ® 'THERMOSTAT----- ® HUMIDISTAT 1 � *-411 O.B.D. OPPOSED BLADE DAMPER ""-' +« -��" f T.V. TURNING VANE S.D. SPLITTER DAMPER----- V.D. VOLUME DAMPER ----- ----- A.P. ACCESS PANEL - F L D FULL LOUVER DOOR . . . U.D. UNDERCUT -DOORS • k' LIB Al ;n ►in BTU/HR. , KW. 1 UJ STAGES 3 (ONE STAGE FOR RE'= Q KW./STAGE 5 LI] W VOLTAGE 208 - 3 6o _ :D DUCT SIZE 6 p C.F.M. 1so C) W MANUFACTURER BRASCH VAREA SERVED PRIMARY AIR (� (n ALL ELECTRIC HEATERS SHALL BE COMPLETE w W/CONTACTORS; THERMAL PROTECTOR RELAY, FUSES;;` TRANSFORMER W/PRIMARY FUSE PROTECTION TO J 1 SUPPLY CONTROL VOLTAGE, PRESSURE TYPE AIR FLOW SWITCH,'FAN INTERLOCK RELAY, ETC. ENTIRE ASSEMBLY SHALL CONFORM TO NATIONAL ELECTRIC CODE REQUIREMENTS AND BE U.L. LABELED. z� FAN SCHEDULE ®s�� :, �� •,, : ©ate D ® D WFIly � • k -f F. G�1 , r�.:f..,�F ti.,�,�6�° •. � b-,r'�„°:`� a ��.4."Y__N_., � L ..� p�•c- '?,"��,-�,�., k�P,�{.4.�-�" �.. . -. UNIT NUMBER AHU - 1 AHU - 2 AHU - 3 AHU - •,.•' 3 AHU 5 MANUFACTURER CARRIER CARRIER CARRIER CARRIER CARRIER MODEL 40AQ036 40AQ036 40QBo42 40QB060 40QB060 NOMINAL TONS. 3 3 31 5 5 C.F.M. 1200 1200 1400 2000 2000 I 0ENERGY EFFICIENCY RATIO 8.65 8.5 8.6 8.0 8.0 ZZ EVAPORATOR FAN-F.L.A. 3.60 3.60 3.80 5.6 5.6 VOLTAGE 208 - i - 60 208 - i - 60 208 - 1 - 60 230 - i - 50 208 - 3 - 6 CABINET VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL Z WEIGHT LBS. 114 114 165 18o 180 Q MATCHING CONDENSING UNIT rIj CU - 2 CU - 3 CU - 4 CU - 5 IKW 5 9 12 11.3 ELECTRIC HEATER BTUH 25,600 25,600 30,700 41,000 38,600 _ (INSIDE OF UNIT) STAGE VOLTAGE 208 - 1 - 60 208 - 1 - 60 208 - 1 - 60 240 - 1 - 60 UNIT NUMBER CU- i CU -2 CU -3 CU-4 CU -5 MANUFACTURER CARRIER CARRIER CARRIER CARRIER CARRIER MODEL 8EB0 0 38EB036 38EBo42 38EBo60 38ECO6Q. NOMINAL TONS. 2 3j 5 COMPRESSOR-F.L.A. 16.2 20.2 22.9 35.3 ¢£{ CONDENSER FAN F.L.A. 2 4 2.40 2.40 O!tRt V VOLT AGE 208 - I - 60 208 - 1 - 6o 208 - 1 6o 230 - I - 60 2 , WEIGHT LBS. 137 165 181 227 CO REFRIGERANT LIQUID 3/8 3/8 3/8 $ 3/8- Z LINE SIZE SUCTION 3/4 3/4 7/8 18 1 1/8 _' W AREA SERVED 3,4,5,6,7&8tkt -, FL APTS • a ,,. 4+ f t "x"#� -�'•-ii - � '"�` v Sj 3Si s-, Ni b. 3 �� f � ` V� 1� .. .. �`•� �'.-i Y^ }fit.* h� bf2 fr� £ � � a(�#k� T, QUANTITY ��•:? 1 e r_..�_,..-. «,_ GERATED LINES SHALL BE TYPE 'L' SEAMLESS COPPER. _ (1) 7/8 SUCTION ABOVE 60 yn•.t INSULATE SUCTION LINE WITH }" ARMAFLEX. (2) 7/8i' SUCTION ABOVE 40' HEATER AND RE (3) FURNISH AND INSTALL BUCK & BOOST TRANSFORM ARCHITECT7 PLANNING INTERIOR DESIGN Z,)s+'iiiy THE REGENCY A RU I T E C T O N I C A t'I " M � � -� _ ": AT HUTCHINSON ISLAND u INTERNATIONAL CORPORATION � F f # w,:�.�e 3,., _ ._; ...,...z._� r -..,..�..: •ems. _ �..::,,-,,:.,, ,. _�., ., x�,r.,: ._.� _.� , n.� .. f s.; _„_ , ,_. _. .. .. _ E._ ,. , . -_< .... , .. ._ _ . ....,._, _ ...... _ 4215 Poncede Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 SEAL NOTE: CONTR&CTOR SR&LL VEIZIFY ALL EGUIPME 0.UANTITIES AIJD RgPOPT FE S, 6NY DISCREFTANCY IN A Wj NUMBER AIR CONDITIONING SCHEDULES AND DETAILES N.T.S. DATE IV-1 DRAWN BY-1 CHECKED BY REMARKS_ REVISION MAIN LOE MEETING, EXERCISE KITCHEN I CAPACI < c� f, wks _ JOB # 8244 FLORIDA ENGINEERING SERVICES FES 352 n.s. 167th. strut north miomi hsoch. II. 33162 Lrlephonn.(305) 945-4743 JOB NO 8z 8131 am SHEET NO. r F A,,W7, �AA W, N IT, % qt�, �', - 5 _ j 0" IN M �� ,�l lU 5-q� A MAIN LOS -4 x tV'. y"""'i'Xii 1111�� `12 IR �a� 11, 4, i U- �47 MEET IN Nj G ROOM EXERCISE ROOM ARCOM A� Q FIRE COW TF-0 L R&WEL u u, W 60 - w M, M Al PORTE COCIiill li'li 4f, 11 '11,11. oli-,ii `j 2vill FDV RICAL 1"PT Its �W A Al u 11/4" 11 GALLERY -015VVi',i Iy4l SPIV-. ZZA-1 Rill T It I G' STNADPIPE- UP 'A' r� 'A' SAUNA VEST. VEST ow sw(rcH M SAUNA 6R6fw EMERQ9WCV D"-To coill 011294 wit All 11iii HIGH TEN — � g — "'zill Iv, G"up --T r C V r Via, P.M 'i g-T "", 0, F MEN'S TOILETS 5W I HIGH Ti 10 DOM EST(c Ml OISCHARG S Pk. H EAC' SH COLLECTION D OW N Vill I FDC -WWOWN G"DOWN -100, . . . . . . . . . . . . . . 10V A! vp V 10 SOFT sel vi Pir 1Q, z- 4, V Z— '4 4111"', % z FOR COIJTf�JQATtl Set fS S(.rF- p"W >UG P-1 # z K 'c J, T i:, zi-s� IN Ig yli I& 'A' it, I V 3 Yi, "Ct ji��in "'X" -0 M. ARCHITECT7177E 7A�NNING INTERIOR DESIGN THE REGEN(DY G'1301 IND FLOOR PLAN �11 X A R I T E. C T 0 N I C A W)"'T 3 Rp M!, AT HUTCHINSON ISLAND SCALE 1/4" Vi INTERNATIONAL CORPORATION 4 2A 11T�it` �R?),i NA- ik,�, �, I!-, t ri--,.�, I mg 0 1 �:A ELEV. LOBBY is Ag 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 3 0'- ON, RM ji My �w .. IN d t I. . ..... S ; HYDRAULICALLY CALCULATED FIRE SPRINKLER SYSTEM SIZED FOR ORDINARY HAZARD OCCU- PANCY. TAMPER SWITCHES AND FLOW SWITCHES TO BE FURNISHED AND INSTALLED BY IF CONTRACTOR. ELECTRICAL % norti1167th. stirwillit Miami bral fl. 33JE;z lirlaphonw, (30S) -945-, JOB NO. DATE — 10-4 --1 DRAWN BY R, (5, 8131 CHECKED BY REMARKS SHEET NO. REVISIONS • LIVING MASTER BEDROOM MASTER BEDROOM N LEV. i I THE REGENC AT HUTCHINSON ISLAND m • / 5TOR. 3 ELEV. LOBBY y MISER III I/ II II K. r)QAf�j O Eggs- S Iry 5LEEVE is DINING 777 Ilya" _ I auILY SMH FL, I IY4-H I - 11�2" I IYn III III I Ir1� I I -4J -- — ARCHITECTURE PLANNING INTERIOR DESIGN A R Q U I T E C T 0 N I C A INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 • LIVING MASTER BEDROOM MASTER BEDROOM EM SIZED FOR LIGHT HAZ CCUPANCY ITAMPER SWITCHES AND FLOW SWITCHES TO BE FURNISHED AND INSTALLED BY FIRE SPRINKLER ONTRACTOR. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL CONNECTIONS TO THE DEVICES. SEAL 1� N r r e & ��.'j�; A iyt�4 t� 9 TYPICAL FLOOR PLAN (FLOORS 2 8) SCALE 1/4a : 1' — 0a Lport:h . r. I67kh. street miDmi 6eDch, (I. 33162 phDne� I30S)945-4743 DATE I0-14 — 8L JOB NO. DRAWN BY P• 8131 CHECKED BY�"�• REMARKS SHEET NO. REVISIONS OF4 C7 M. BEDROOM M.BEDROOM IL ❑ ❑ I X DEN BEDROOM BEDROOMLIVING ROOM . I DEN ti L� I I I � --- - - -- ---- --- --- III li J !�+ � I� S'fAIJD piPE I t1 _ I/ II II III AJ 5LEEVE0 1/4:' I/z ❑ I l — Ji :0]] I 1,4yIn lyz 0 '\� (— I — "—� 4 fly 0— 7" F71 X DINING ROOM ❑ Id SPK I PAW In mqu I01P) 11 w4m,10 1 jim . rl■■r■■■-t , i:.�� ASH M. 2 N /4a — 7y2,l (° 4 I�z" d° s�cevE I)I �,�sco�sop� ❑ a I/4 ❑-- I I ! L_ t I �u LIVING ROOM OO i DEN BEDROOM O "t X M.BEDROOM P[ANNING INTERIOR DESIGN AR Q U I T E C TO N I C A INTERNATIONAL CORPORATION 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 SEAL mi r�u- � F' 4 FIRE SPRINKLER NOTES ALL FIRE SPRINKLER WORK SHALL BE DONE 8. FIRE LINES (INCLUDING FIRE SPRINKLER ACCORDING TO LATEST N.F.P.A. STATE AND LINES) CONTINUED: LOCAL CODES AND ORDINANCES. 2, ABOVE GROUND: 2. CONTRACTOR SHALL PAY ALL FEES, INSPEC- ALL PIPING SHALL BE SCHEDULE 40 TION AND CONNECTION CHARGES REQUIRED. BLACK STEEL PIPE AND FITTINGS. PIPES 3" AND LARGER SHALL BE WELDED OR 3• SPRINKLER CONTRACTOR SHALL VERIFY ALL VICTAULIC PIPE FITTINGS. PIPES 21" SPACE CONDITIONS AND DIMENSIONS AT JOB AND SMALLER SHALL BE SCREWED PIPE SITE PRIOR TO FABRICATION AND INSTALL- AND FITTINGS. ATION OF MATERIALS AND EQUIPMENT. 4. COORDINATE WORK WITH OTHER TRADES. 9• VALVES GATE VALVES: 5• SUBMIT SHOP DRAWINGS TO ENGINEER FOR UNDERGROUND - STOCKHAM: G636 OR JEN- APPROVAL OF ALL EQUIPMENT, MATERIALS, KINS 836 LAYOUTS AND CALCULATIONS, PRIOR TO INSTALLATION. FOR ABOVE SLAB 4" AND LARGER IN SIZE 6. USE: STOCKHAM: G634, CRANE: 467, JEN- SPRINKLER CONTRACTOR SHALL GUARANTEE KINS: 825A ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE FOR ABOVE SLAB 3" AND SMALLER IN SIZE YEAR FROM DATE OF ACCEPTANCE. USE: STOCKHAM: G608, CRANE: 460, lit. SPRINKLER LEGEND: JENKINS: 325 PENDANT OR UPRIGHT SPRINK- FIRE LINE CHECK VALVES 4" AND LARGER LER HEAD IN SIZE USE:.STOCKHAM: G933 OR JEN- KINS: 728 SIDE WALL SPRINKLER HEAD F <� FIRE DEPARTMENT VALVE: ON RISERS USE 2}" HOSE VALVE WITH SIDE WALL EXTENDED COVERAGE 44 X CAP AND CHAIN.ALLENCO MODEL 170. SPRINKLER HEAD SIAMESE CONNECTION: o_ '--054— FLOW SWITCH 21" X 21" X " EXPOSED WALL SIAMESE CONNECTION. CAST BRASS, INDEPENDENT -V►- CHECK VALVE DROP CLAPPERS, PLUGS AND CHAINS, AND ESCUTCHEON LETTERED ''COMBINATION 0 S L Y VALVE STANDPIPE AND AUTO SPRINKLER" ALLEN- CO MODEL 270. —F—' FIRE LINE ROOF MANIFOLD: — - — COLD WATER LINE 21" X_2#" X "CAST BRASS ROOF MANI- FOLD, TWO OUTLETS WITH APPROVED ANGLE '- PRESSURE GAUGE VALVE, BRASS. CAPS AND CHAINS, AL,LENCO MODEL 439�.: .H.C. FIRE HOSE CABINET 10. SPRINKLER HEADS Y F.D.V FIRE DEPARTMENT VALVE 1. PENDANT SPRINKLERS 1 AhfAS W'1"E- ' DROP CEILING -CENTRAL MODEL "A" s; SPK SPRINKLER m FLUSH HEAD, ALL POLISHED CHROME INCLUDING CEILING ESCUTCHEON PLA, F.D.C. FIRE DEPARTMENT CONNECTION 2. PENDANT OR UPRIGHT SPRINKLERS IN AREAS WITH NO CEILING CENTRAL MODEL "A" FACTORY BRONZE. k all CONCENTRIC REDUCER 3• SIDE WALL IN APARTMENTS AND PUBLIC AREAS - CENTRAL MODEL "H" POLISHED c= ECCENTRIC REDUCER CHROME INCLUDING WALL PLATE. 8. FIRE LINES (INCLUDING FIRE SPRINKLER 4. SIDE WALLIN STORAGE, EQUIPMENT ROOM, LINES) ETC., - CENTRAL MODEL 'H" FACTORY BRONZE. UNDERGROUND: 5• SIDE WALL EXTENDED COVERAGE HEAD - ALL PIPING SHALL BE CEMENT MORTAR CENTRAL MODEL H-17/32'' FINISHED LINED DUCTILE IRON PIPE CLASS 150 CHROME PLATED HEAD AND ESCUTCHEON. WITH HOT COAL TAR DIPPED EXTERIOR 11. TESTS: WATER PIPING,: 7ES.T TO 150 PSIG. PUMP NUMBER APPLICATION FIRS �f LOCATION NEXT TO CISTERN G. P. M. 750 -6 MIN. 1 " SbY 10 DIA S. TO SPRINKLFZ SYSTEM 1" UNION W/---�, ORIFACE 11 SIGHT J l GLOBE VALVE GLASS 1 ' 14„ 'I4" <UNION I," L, 6" TYPICAL FIRE SPRINKLER VALVING AT EACH FLOOR v FtooR l r" y �CoW - �.� F� S� S�ITcH k� 1 rrq / 10 0 1z SS PT GJ D It, N.,��]7�..(/�`F� cr to so.J _ 8FL lo,� � v�I1GFI 5�� 5 5 FL 4 FL ,4 RIE ( ( YFD, ," Ci nl12flLirJ��., . FIRE SPRINKLER RISER DIAGRAM, SCHEDULE & DETAILS 61 352 n.r. lr7th, strut pr north miomi brnch, fl. 33162 [irlophortr, (305) 945-4743 JOB NO. DATE ID-14-'SZ DRAWN BY (-S 8131 CHECKED BY REMARKS SHEET NO. 11L REVISIONS OF STATIONRD XDP To R MORE INFORMATION 06W"xx; zli 'e"lr TI 0 REFER TO D.i EIR SE 2#10(X25) MBROSE �M ASSOC.,INC. PLANS 1#10(GND) 1 114' PVC iry YTS Qwp w F, P5 k wp f I AIM,; w P 30'v*W,120/208V FP&L TRANSFORMER VAULT vi, TO PANEL "H" 4#3 & 1#6(GND) 1 1/41, PVC(H27) QJ WF Tw p IPIZ P3 Ii � , ' P3 THE REGENCY AT HUTCHINSON ISLAND i w\ ,J �Ai p 14 f? RK2 pt \ x\ MET CENTER - Mcm FOUR SETS OF ELECTRICAL 3 3#400 mcm & TELEPHONE Oot,!E i & 1#3/0 YPVC 1#3/0 3" PVC EACH i ITERMINAL 84D] ELECTRICAL 3P,208V 400A SW.1lie HOUSE 3# DOM M & PUMP & EMERGENCY 1# 3 METER PUMP VC [ GENERATOR ROOM '—FPANEL 1141-7 400A,3P,FIRE FIRE PUMP PUMP CK CONTROLLER L] ER 0 CONTROLLER t5OMCM & ;(GND) 2 1/2"PVC rh #250MCM U�, #3(GND) 2 !,'i�,PVC 7 T-.PVCT41' pt P2 413 Y 75HP 'IRE _MA 311 CKT. BKR. ELECTRICAL LEGEND l 120V,15A, DUPLEX RECEPT. (USE EMERGENCY SYSTEM CONDUIT' 20A FOR PUBLIC AREAS & SMALL APPL. CKTS.) FIRE ALARM CONDUIT RUN. 120V,15A,DUPLEX RECEPT. ABOVE TELEVISION CONDUIT RUN. COUNTER CONDUIT RUN CONCEALED IN SLAB OR 120V,15A,DUPLEX RECEPT.(SW.TOP CEILING ONLY) CONDUIT RUN CONCEALED IN FLOOR OR 120V,15A,FLOOR MTD DUPLEX RECEPT. WALLS p 240V,60A*,R'ANGE RECEPT. APARTMENT UNIT BATHROOM EXHAUST FAN 0(FURNISHED BY OTHERS, INSTALLED BY 24OV, SPECIAL OUTLET THE ELECTRICAL CONTRACTOR) I 240V,30A, DRYER RECEPT. PUBLIC AREAS EXHAUST FAN (FURNISHED kBY OTHERS, INSTALLED BY THE ELECTRI- 15A,120V, TOGGLE SW. (USE 20A CAL CONTRACTOR) FOR PUBLIC AREAS) 0-0 POST MTD. LTS. .3 1 5A,l 20V 3 WAY TOGGLE SW. O TV OUTLET rHTF_T'L_j COMBINATION HEAT LAMP, LIGHT & EXH FAN (FURNISHED BY OTHERS, INSTALLED BY THE ELECTRICAL CONTRACTOR) TELEPHONE OUTLET MWL COMBINATION HEAT LAMP & LIGHT (FURN- FLUORESCENT STRIP ISHED & INSTALLED BY THE ELECTRICAL CONTRACTOR) I' X 4' FLUORESCENT FIXTURE 2' x 4' FLUORESCENT FIXTURE MOTOR STARTER (FURNISHED BY OTHERS, INSTALLED BY THE ELECTRICAL CONTRA- CTOR RECESSED MTS. INC. FIXTURE INDICATES TYPE OF LIGHTING FIXTURE SURFACE MTD. OUTLET (SEE SCHEDULE) 1-0 WALL MTD. OUTLET DISC. SW 3=No OF POLES,60=RATING, 40= FUSES, 3RwRAt'I"`1,G1HT EXIT SIGN ELECTRICAL PANEL VAPOR PROOF INC. FIXTURE A uP MOTOR (NUMBER INDICATES HORSE POWER CLG. MTD. JUNCTION BOX l5 RATING) WALL MTD. JUNCTION BOX CLOSED CKT. TV CAMERA WEATHER PROOF THERMOSTAT (FURNISHED BY OTHERS, IN- STALLED BY THE ELECTRICAL CONTRACTOR) ON EMERGENCY CIRCUIT ,OUTLET G TIME SWITCH. 120V, APT. SMOKE .& HEAT DETECTOR INSIDE APARTMENT UNIT. F FIRE ALARM CONTROL PANEL A FIRE ALARM SMOKE & HEAT DETECTOR C: FIRE ALARM SPEAKER FIRE ALARM PULL STATION ft FIRE ALARM RELAY (ROOF AHU)�360 DISCONNECT SWITCH 3=No. OF POLES; 40 60= RATING; 40= FUSES. FIRE ALARM TELEPHONE JACK FIRE ALARM TAMPER SWITCH (FURN- STEP LTS. RECESSED IN WALL ISHED BY SPRINKLER CONTRACTOR ELECTRICAL CONNECTION BY ELEC- TRICAL CONTRACTOR) EF ROOF EXH. FAN W/WP DISC. TOGGLE FIRE ALARM FLOW SWITCH (FURN- SWITCH. ISHED BY SPRINKLER CONTRACTOR ELECTRICAL CONNECTION BY ELEC- WQ TRICAL CONTRACTOR) 5 -dKiii' -V� "A "il mill., It, i 00:01i: � 1 Tli 8244," FLDRIDR ENGINEER S 19-11AM INU yG V�Mum ammmIlip: Mi ff-k • n.m. 167 kh. strwet north miuml bench; fl. 33162 telephoner (3051345-4743 JOB NO. ARCHITECT 7/7=NING INTERIOR DESIGNDATE 10- 14 JU DRAWN BY 1,-S- A R U I T E C T 0 N I C A SITE PLAN CHECKED BY — SCALE 1/16p V-0- REMARKS SHEETNO INTERNATIONAL CORPORATION a E REVISIONS Q 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 1XV SEAL OF 7 NjIggligg, il f'lo P10 PIO F. F• KY,'r -r✓1 PARKING AREA SCALE 1/8• : V-0• Pa Pa PB P6 .P� �`.. - +�_•^ -� P8 7 M i G1=1 r1w WP F8 QS 1 ► _.I n PZ F � , .EQU I P . ROOM C LECTRICAL CONTRACTOR L EXTEND WIRING b MAKE L FINAL CONNECTIONS FROM PANEL "P" TO ALL ELECTRICAL EQUIPMENT INSIDE THE POOL EQUIPMENT ROOM, AS DIRECTED BY POOL EQUIPMENT CONTRACTOR I w 120/208V,30,4W FPEL TRANSF. VAULT 94, F' c 1 a S Vi. L n. 6 cl POOLL DECK ,a i nSCALE 1 8• 0 • < - ..;..,.,. ,. : ,x.S+I:.^.x» ai. r ,y>S "fix, :,,. .i:.,_r...»...€.,.,'..<x.3p<dr . . r'„Mw.�.Ya...r.;tr4% .. ,:.�, . is s.,s,Y.,."•. .. ..:.:. d.. .i , ,.`..s'. n`..,~Y{•k a z5 -F"''� _ ahs .:i.{a"?5,.ap`^S � e� '. � .::1.uY.,$+. � , � L,{; 1N�j •� ":. k n'.rm°` b4'�.ST "� .an ,.:af ,aa ,,. ..<. .n , ..... ,. . . .♦ v a:, , ,.< ,'.,v a t� 1. ..ri .:. {L ... 4 p .'f '. ...r n t,F�" r . W ,.. '�. + .... • , i :..s .. , ,- 1...:. f u i il ..,y..�ys .1. ♦ ru. .... ..4 .. e{. ,,.. .... +[. u. .. .., _..,� ,e, ,a t ,: ,.... " < i 5't 2 .. { ... _..' }'. ,r -e: +_ ... .. ..♦: , T..i , u .r. ,IL, t:. x ,..^x , , a.. fr .. ., , .5..., T_ i' , x �: ♦< .- s' r,= ..:.. ,. '..n ,. e,. ,.,. ✓ .�. xr: >1, .. t, ....., , < ,_'<}i :.:.. ,.,I , , ..:Y: i .. 1 ::: �'i'M , , n • P:... a .., a .{ _ 'r .. 4... '.. �p ''i r ": u. 5 .. 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"Fxc -a , ',,., , mW�av ,mm ,r�„r$.e �4u. rN' . far, ,.-.,.,x,., S wrn n, _ I Ell ARCHITECTURE ftANNING t cr" THE REGENCY wmmg . y k3l �'r:w_ AT HUTCHINSON ISLAND ARQtJITECTONICA. - g INTERNATIONAL CORPORATION ,mrJiia 4215 Ponce de Leon vd„ Coral Gables, FL 33146 (30S.) 442-9381 Mile k s 1 SPEAKER ZONE PER: FLOOR ELEVATOR CAR ' STAIRWELL ROOF 1 FIRE PHONE ZONE PER: FLOOR ELEVATOR CAR ROOF 1 FIRE ALARM ZONE PER: FLOOR ROOF .1'ANNUNCIATOR ZONE PER: FLOW SWAJMi WIRING NOTES EACH SPEAKER ZONE: 1 #18 TWISTED PAIR EACH PHONE ZONE: 1 #18 TWISTED .SHIELDED PAIR EACH FIRE ZONE: 1 418 TWISTED PAIR - LOWVOLTAGEAND ANNUNCIATION 2'#14AWG PANEL 2 CIRCUITS-120VAC-20AMP FROM EMERGENCY SOURCE X2 E X,I E \ C E X G _ AA^^ N4 • MEETING ROOMn O 1+3 EXERCISE ROOM sr N4 E J•B. FOR CABLE ,:1u,Kr - F. AS RQD..j S�pp R 4��y f 4naf, 'r d4k L�C'M'Y�4Y];,� A *114 11. y , • ,I� ::f � �, ��t•_ Ili`.. �: xt 5s�.`��. r� � I 1 • � � s / Y y W.: S. t nt 4-1" f '4r .. a., :i�. n . ...'.:{ r i'l'(.,' a°..f f .. [ n¢vr . :" r.•f .'t:. :" n✓iT."& i' .i?'.'.. ¢. SMALL APPL. AS t.. .;;., I .a - pan J ?4a ` I x. .k°s�.,.,. .. _^..�rq V`..�ya.i... P T% DIRECTED INF IELD D IEL A LATER DATE (SEE PANEL nHfl FOR SCHEDU °�'R'�'b�' It v�i �r� ix£< ,..,i4 !` w�`z z..' `.,�. / �+, }-i't r'i �' �>§ r�� k a �{+f[. F ��,� y,� "' �• xl' 3 + >Y� �`. ;! � +-.;. �,;' `'�' ,, ;� t±n�sx'it��` daT, x ,;i � s _:4 s r� „� r ^ r '�. $w Si .;° „'; x:�& .�� a � .., � r✓* s'i�s. »-.: ., a p;:.. ♦a. x_ ] ,... a- r . .r :..st ,.. .. .. ✓ P".,.., � v,.'i .. ,..a... tY. tk n, .... t..X Y'' 1_. .A.. L L±. r '#.. .d.. ... .,, .r•.. r,. .fir s.. ,...»t ?�...,. . ... ., .. .. M .� .�� ,.:: ..I. ._ate.. ,.P �. y�. ..:c - g., ..Y$ ,iK 1r. �- ;. ,r, a.. :, ,.. c,.:•, y., .,;x „ a.;- X.. >,� r. e v.+-,r� ., S.; i .. ,,.,: �,�'.:. oy� ;` a<. +& tq.,4 �:.�.. ' - " ' .: .k - .., p'. `R: Y� . •�+a. ' °xa, r�,. ,} .da rV ,�.N. '3k�., a. a W �'Y4 F �, ,. ,fir 3 ARCHITECTURE PLANNING INTERIOR DESIGN Im wg gyp '` a r s� j z re d „'�' *' x, ' � 64 I LLJ 44. w• h>�,&'Y >�+.* a °' Sww-'#"'`�`�Er fit` i i,a� w � x �r a 3 � — m _ O ' • I 10 I wS i Rd ad-� mat ��'iF+, - '-a a • BEDROOM 1300 SQ. FT. X 3 WATTS = 3.9KW PANEL uqn I0,3W,120/208V, 125A M.L.O. Fi FLUSH MTD. SQD QO CKTNO. SERVING POLE N0WIRE SKW BKR. LINE 1 2-60 6 RANGE 10.0 2 2-60 6 AHU 6 HTR 8_2 3 * 2-30 10 AIR COND. COMP 4.5 4 2-30 10 WATER HEATER 4.5 5 2-30 10 DRYER 5.0 6 1-20 12 WASHER 1.5 7 1-20 12 REFRIGERATOR 0.7 8 1-20 12 DISHWASHER 1.2 9 1-20 12 GARB. DISP. 0:7 10-11 1-20 12 SMALL APPLIANCES 3.0 12-16 1-15 14 LIGHTS b RECEPT 3.5 N.E.C. TABLE 220-30 LINE FIRST 10.0 KW @ 100% ------------------- 10.0 NEXT 20.5KW @ 40% -------------------- 8.2 A)R CONDITIONING (HEATING)■ ------------- 5.6 TOTAL KW ------------------------- ----- 23.8 NEUTRAL .1 .1 APP L ,WASHER ( 8.4KW) FIRST 3.0 KW @ 100% ---- ---------- 3.0 NEXT 5.4 KW @ 35% ---------------- 2.0 DISHWASHER,2,6 RANGE18.0 KW @ 70% ----- ------ ---- -.7 TOTAL KW ----- ---- --- ---- -- --- - 14.6 WATTS TO AMPS (LINE)23,800 = 208 = i]4 AMPS WATTS TO AMPS (NEUT) 14,600 _ 208 = 70 AMPS FEEDER: (AS PER N.E.C. 310-16 NOTE NO. 3) 2#2 G 1#4 THW CU 1 1/411 ■ 7.5 KW DUCT HTR. X + 0.7 KW 5 6 KW * FOR 2ND APT 2P,40A CK l A J 352 n. e. 157th. street north mlomi bench, ll. 33162 ' ' kelephone, 130S]945-4743 `"' zUl r =`a d a. a x x v n r �r �^ c 3 13 14 A F H 14 12 12 i, ,• r r „t i• > c r r y S 6 i rt ELEV. LOBBY - - - - !:^Y��L t LIVING ROOM 1510 10 0 15 I$ 16 VI 16 16 at?1?tl 'ak:;•? r^ih:.r .�, .u'.=.., x `. ,>I .^t 71.,.�r. ,.,.,4�, '.�i�4.'' ... , o x' k.-115".X-2111, :... > V �'m s h to . THE REGENCY T HUTCHINS©N ISLAND 1540 SQ. FT. X 3 WATTS =4.8 KW 13 • 12 '3 ® PANEL„ a 10,3w.12L;'208V, 125A M.L.O. 112 I B FLUSH MTD, SQD QO 14 2 CKT. POLE KW WIRE SERVING NO. BKR. LINE 1 2-60 6 RANGE 10.0 f2 2 2-60 6 AHU E HTR 9.8 3 2 I+ 3 2-40 g AIR COND. COMP 5.2 4 2-30 10 WATER NEATER 4.5 BEDROOM H 12 h " �!I. t 5 5 2-30 10 DRYER 5.0 1-20 12 WASHER 1.5 x& cax� 7 1-20 12 REFRIGERATOR 0.7 I 8 1-20 12 DISHWASHER 1.2 9 1-20 12 GARB. DISP. 0.7 IO 10-11 1-20 12 SMALL APPLIANCES 3.0 15 12-17 1-15 14 LIGHTS L RECEPT 4.8 N.E.C.TABLE 220-30 i LINE 13 13 FIRST 10.0 KW @ 100%----------- 10.0 a 3 • NEXT 21.4 Kw @ 40% -------- 8.5 AIR CONDITIONING (HEATING6.6 s; I ) y TOTAL KW ---------------- GFI _ sit s a- a e. ,.,,.- �c NEUTRAL. I. LTS.,RECEPT.,SMALL APPL.,WASHER ( 9.3 Kw) 14 __ t FIRST 3.0 KW @ 100% ---------------- 3.0 in NEXT 6.3 Kw @ 35% -------- --------- 2.2 DINING ROO 4•` 14 _� _ '-� - DISHWASHER, REFRIG., GARB. DISP•-------- 2.6 ii^ry RANGE10.0 KW @ 70% ------ ------------- 7-0V TOTAL KW --`----------------------------- 14.8 r 14 WATTS TO AMPS (LINE) 25,100 _ 208 = 120 AMPS 7 O WATTS TO AMPS (NEUT) 14,800 = 208 = 71 AMPS a: / 6 FEEDER: (AS PER N.E.C. 310-16 NOTE N0. 3) ` 2#1 & 1#4 THW CU 1 1/41, • ■ 9.0 KW DUCT HTR. X 65% + O.$ KW AHU = 6.6 KW 19 2000 SQ- FT. X 3 WATTS = 6.OKW S ti, d ., r....... 5 [ e P IM . 4: r. a .. .. ,.. .w .-n;b... .. .,e ,.. f r•. ..- _ wr ., rr.., ...at z ._n . _§ r , .... vs' ... .. ,3.. _ r N.- ., .-.. , .. , . ... t ... _... a ,. .. .. S .... -.� ... .r. , ... ,. t.'. i. e u, .� v _...., -3 Y .. p S. c ., .. i. ,�... f^ V`i... w. ✓Q.n`n , � �+' , n v .,a , Y. Si H 3, .. .. Y, ..r !... 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ARCHITECTUREPLANNINGINTERIOR DESIGN _ ,�� d� DATE • DRAWN BY 5, P, 8131 A R U I T E C T O N I C A PENTHO1SE t" � _' � i CHECKED 8Y SCALE I1I-0'r i REMARKS SHEET N0. r - r INTERNATIONAL CORPORATION, a w»� REVISIONS ' a 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 SEAL I OF 7 Li t i`�y§.,�A'E'L .tit (tom ( M1.-:.\ -a a #ram M .��.✓+�_ _—. _-__— . . ; r t � d � 1 `tt M1 M i i �'d Y 4mfflv)� N. 1T $ i+'F'Gw s P 9 u� S��. t �E'A' .. .,,.. , ., .� , .Y_„ #~•� t-.. .. .,`, , - .. ., .,;.-, > �; . ,. �::.-ate" tr .,. , d ..2 ..� , :;,.. i _ WP ' y ' t s F''<y jp- Y,^.s tk`` 1D :r �'ai3. 4 3 "b' .iC;•;`.:: i:n4' '4� P L� wmY.`rt �a� lir EF EF / F—F / WP 15KW DUCT Z9 HTR. c t �li �v+. r °rF � :?� YY�w SvP�aer k , � f,• Y a Sr M1 d - "A }� ap i• eM5 £'F• .d , y " f "' M r ,- iei��p?�a da� 5 , %�yd � „ ,:". a ,; i ,a ^t .•-.r r "; +' ra =,.},' i.. ,.. `: t s ';.,. e. .ai3', c B r £ 3 3 � xs"a . P _ " ♦ Y p' THE REGENCY AT HUTCHINSON ISLAND PRIMARY UNI I c..0 AI RC WARN C Y1� r V x • w F� rr :3� �+ z � w�=_ x t a �,-`�iar, , fr€ t a$s �'"F.v�`✓l t'*'!. � a a *�.."° .2 � A ylY h � #'' '� �'� � 3TTa^+� _ "'r� .t ,$°rx. Y x• P."...s `'rs '�.°:S`.°.,�,�`f ,.mac ..,= ia. �,�r� � � � � r�"3✓ rey� z ti >�k#€,�;Y�� 3�,;° � �,iy�c ,z �-,ir �ar. '�r� �+_ gg +L E sx t y, a ? F "Ter i.Le �s a r �[ W: ..5, f P k > L n i d V. MACH. RM. � x > t= i �, Oat ' Me r' ',S e k kF-2 rF _ n'M 1 h. x•w ar' Y r *x Y� L ,1^ A ? �° '1 y�� .A'..,. d`'P W ��° g . "b• � _ .. p: ,. -E +,k� n z > 3, M mat SCALE 1/4' : 1'-0" f ARCHITECTURE PLANNING INTERIOR DESIGN I • { ELEVATOKIF- MACH • gY 5\ ` ■1R1 F e i ��I�", ■map 3/4" bo 2 PVC. bo I I 4'x8 TERMINAL (2) 2'PVC TO PROPE I e COORDINATE W/TELEPHONE BEFOREINSTALLATION j TELEPHONE RISER DIAGRAM N.T.S. F i �I ~O T-70 9 8 I 7 ►--� II >—� 6 >—p 4 ------------ r--Q II I Igloo 1 2 2"PVC, COORDINATE W/CABLE TV �- JB SIZE AS RQD. (TYPICAL) COMPANY BEFORE INSTALLATION ��s 9 +5 3 U 1 h ^Y� v 1 e . y.. .... I a t ,e s. f„ sk yr, . u.. ). ... a A3Yi .. _. p t� Mk. �i � ^• $. y w� �I }, d. 4- N t g > a. iK 9 q L 5 LP I h 4i ROOF PLAN k SCALE 1/4" : 1'-0;:";;:,. VISION RISER DIAGRAM N-"T•s „ & :. METER CENTER SQD EZM43-150 W/� ,t ="(2) 125A BRANCH CKT. BKR.(22,000AIC) FOR APTS. "B" & (1) 150A BRANCH CKT. BKR. (22,000 AIC) FOR APT. licit. .: 400A,3P,208V,DISC. SW. SQD H325N W/350A FUSES. 136 60A,3P,2D8V,DISC. SW, SQD H322 W/50A FUSES. 60A,3P,208V,DISC. SW. SQD H322RB W/40A FUSES 60A,3P,208V,DISC. SW. SQD H322RB W/60A FUSES. 100A,3P,208V, DISC. SW. SQD H323 W/100A RK5 FUSES. 400A,3P,208V,CKT.BKR. SQD LAL36400-M. ADJUST TRIP AT 1300 AMPS.W/NEMA 1 ENCLOSURE 400A,3P,208V,CKT.BKR. SQD Q4L3400 MA 1 ENCLOSURE 1 .3P,120/208V,4W,TRANSFER SWITCH # OTUCK 400-4/1202. SIDE TRANSF. SWITCH) 400A,3P,120/208V,4W,TRANSFER SWITCH ORAN # OTUCK 400-4/1018 DPST TIME SW. 16 DPST TIME 0 10 -,r 3PST T I M 'l3 17 4PST T k. 18 IP ; 19 TIME 20 2PST TIME a n P9,10 21 1P,15A,CKT.BKR. FOR ELEV. CAB LTS.(CKT X15 ) 22 1P,15A,CKT.BKR. FOR ELEV. CONTROL (CKT X18 ) 23 iP,15A,CKT.BKR. FOR ELEV. CAB LTS. (CKT XZI ) 24 1P,15A,CKT.BKR. FOR ELEV. CONTROL (CKT Xyq ) PANELBOARD X DP SOD TYPED/MBav,400A,M.L.o. CKT. SWITCH SERVING AMPS POLE RATING IFUSE L1 L2 L3 NEUT 1 3 100 l00 E 225pHPTT)R 75 75 75 ---- 2 3 100 100 E�Z�HPQR 75 75 75 ---- 3 3 100 100 IPANEL "X" 69 69 69 69 4 3 100 80 HS PUMPS (2� 71HP;, _ ,O 1 50 1 50 1 ---- 5 3 60 60 a FT ST 5 25 25 ---- TOTAL AMPS 4 294 294 69 FEEDER 3#400 MCM & 1#3 THW CU 3" APT. SERVICE ENTRANCE CALCULATIONS 31 APTS DESCRIPTION KW RANGES 310 A/C UNITS(HEATING) 263 WATER HTRS 139 DRYERS 155 WASHERS 46 REFRIGERATORS 22 DISHWASHERS 37 GARB. DISP. 22 SMALL APPL. 93 LTS. & RECEPT_ 125 TOTAL W/O DEMAND 1212 NEC TABLE 220-32 (LINE) 31 x 2/3 = 20 APTS 1212 x 38$x 1000 = 1279 x.73 AMPS 20 1 NEUTRAL CALCULATIONS LIGHTING & SMALL APPLIANCES: 345 KW 1st 3 KW @ 100% 3KW NEXT 117 KW @ 35 % 41KW 225 KW @ 25% 56KW RANGES 46 KW @ 70% 32KW TOTAL 132KW 132�N0_,i,_360 = 366 AMPS I 1', 1124po8vi 1SURF 25A I SQD NQO 1 30 CKT. POLE NO.1 KR. WIRE ^eeV SERVING WATTS 3d°4w 400A A 120/208 BKR! KT. I POLE 0. BKR, MIRE T im em I 1 RATING MANUF TYPE JCKT 400A I SQD NQO 42 RVING WATTS * THRU TIME SWITCH ■ 400A,42000AIC TYPE LA PANEL 3d4w ,08 120/2V MAIN MOUNT RATING MANUF TYPE CKT P LUGS SURF IOOA SQD NQO 24 CKT. NO. POLE BKR. WIRE &AVING WATTS Q 10 1800 2 *1 10 1800 3 * 1 10 L 5. 1200 * 1 10 LA LA TS. 1200 5 It 1-20 10 1200 ■ 6 It 1-20 12 PO 1500 It 1-20 1 1 00 * 1-20 0. 1 ly,TN 1400 9 * 1-20 12 LTS. 600 0 It 1-20 12 S. 1100 11 1-20 12 POOL EQUIP RM LTS. 700 12 - 0 10 1 POOL PUMP 5000 TOTAL 19,100 WATTS TO AMPS PER PHASE 19,100 +_3 0-- 53 AMPS DER 4#3 & 1# GND THW CU &JIMMMISM It THRU TIME SWITCH ■ GFI BKR. POOL EQUIP. ROOM 19 t- 17 #6 (CKT. XDPS) #10(CKT. X25) #10(GND)- 1 1/4" PVC UNIT C7 r— n—Nn ROOF 15KW UNIT TOP UNIT } HEAT AFAI 4#3 & 1#6(GND) 1-1/41, PVC (H27) ,r b NOTES: 1 - ALL WIRE SHALL BE COPPER THW 2 - INTERLOCK FIRE PUMP & DOMESTIC PUMP P STARTERS FOR NON -SIMULTANEOUS OPERATION MAIN NO.1 APT"B" _ 2 ISOCU z ROOF LINE APT"C" 2 APT"A" 2#10 1/2" APT"B" APT"A"&"Bit 2 O 2#8 3/41 APT"C APT 's "jO2#6 3/41, T APT --s AHU PANEL ^ 31 ELEVATOR ELEVATOR k 21 MACH. RM.1 MACH. RM. APT nAu&nB„ 72 Q 2#6 -1,, O � O O APT "C' J 2#4 - 1" 3/4" EMPTY 3#3 (XDP1) COND. FOR ELEV OR AT TYPICAL APARTMENT AIR CONDITIONING 2#12(CONTROL) 1-1/4" CONTROL ELECTRICAL INSTALLATION WIRES N.T.S. 411111milh #3/0 CU 3#400MCM & 1#3-3" 3#400MCM & 1#3 & 4#12 I APT."A" 2#2 & 1#4.1-1/41, APT."B" 2#1 & 1#4 1.1/4" K-YV. /0 CU —' TO FP&! TRANSf. VAULT TO FP&L TRANSF. VAULT 10'-0" LONG X 5/8lid COPPER 3#4DOMGM & i#3 3"PVC 3#250MCM & 1#3(GND) 2}'PV CLAD GROUND ROD . FOUR SETS OF: VC EACH SET., THE STANDBY ELECTRIC POWER SYSTEM SHALL INCLUDE AN ONAN MODEL 200.0 DFP-15R OR APPROVED EQUAL DIESEL ENGINE DRIVEN GENERATOR SET. ITS CONTINUOUS STANDBY RATING SHALL BE 200KW,25OKVA , 120/208 VOLTS, 3 PHASE, 60 HERTZ, BPH WITH FAN AT 180ORPM, RADIATOR/WATER COOLED COMPLETE WITH ALL STANDARD EQUIPMENT, INCLUDING FOUR ENGINE SHUTDOWNS WITH SIGNAL.LIGHT, ELECTRONIC ISOCHRONOUS GOVERNOR, SOLID STATE ENGINE MODULES IN ENGINE CONTROL PANEL, FACTORY INSTALLED AC INSTRUMENT PANEL, CRITICAL GRADE EXHAUST SILENCER WITH FLANGES, FLEXIBLE EXHAUST CONN- ECTOR, FULL STRUCTURAL STEEL BASE, BATTERY CHARGING ALTERNATOR, TWO 220 AMPERE -HOUR BATTERIES WITH TRAYS AND CABLES, RADIATOR AIR DISCHA,RGE DUCT ADAPTER, FLEXIBLE FUEL LINES, FUEL DAY TANK EQUAL TO SIMPLEX ,. SFT-25-A WITH 25 GAL. CAPACITY INCLUDING ALL STANDARD EQUIPMENT PLUS OPTIONS 015,070,060, A JACKET WATER HEATER RATED 2500 WATTS AND SIX KORFUND L ,-55 SP lNG MOUNTS. gal 0% ` Y 4 ELECTRICAL RISER DIAGRAM N.T S. ,y m f,� .ice. ��, 2-1/2" F--i ! - TS2 A PUMP ■ FIRE PUMP ....... JOB #8244 FLORIUR ENGINEERING SERVICES ■ ■I 35Z n.e. 167kh. street north miami beach. 11. 33IGZ kelephonet [305) 945-4743 I(3- 14- gZ DATE JOB NO. DRAWN BY.. I.S. 8131 CHECKED BY REMARKS SHEET NO. REVISIONS ' = 7. OF 7 .: 91 t, 1 .nt n k, N V , ,t �k 4h T Y: !� P e Y � S 1� Y.r . IV '4l gl $ h A t. 4, 4' ro~ �i tv il MY � ry T' S v� ,4 Y t "tt P 4215 Ponce de Leon Blvd., Coral Gables, FL 33146 (305.) 442-9381 W/RAIN T —✓ I DAYTA NK IN f w GENE RATOR OR ROO M ` 'C d rt L _ • M1 { r. s ,.N44 a d f i' �- .,, � ,*N : I ; fit,' i ■J Su (2'�8U - 94g Fu p .Q . a Fp DIMENSION • . 4 --..c'Q Ji % VARIES ad y � Q i dd; A f u SPRING MOUNTING FLOOR FRONTa VIEW a , 4'THICK CONC. PAD""SIDE VIEW. PUMP MOUNTING DETAIL - 61)1?934FU O/ ual &U 6 14 Fu MAIN LOBBY 11C 4u e,Y5 0- 14FU �nl�ygu_ f�l 2" t-v o FUR COW. SEE 617E PLAN 'dt . uel Man ,, U,L= I -.. N I L .� FOR- CowTlwuATlou �:.,. SEE 51TE PLW Di P- r• 4' UNDERGROUND UPP T S OR FROM SLAB � � � A �� =o� r u o T N A I � � T WITH GRINNEL CONCR r { r j E i r fi � 5 EE SITE P INURTS. c ArJ ! �{ awe. Y f N G M tTE t 4 IM 41 ERLY SIZED m - L CHANNEL{ , +r a, TRAPEEZE HANGER DETAIL ADJUSTABLE CLEVIS PIPE HANGER - TYPICAL PIPE HAN BUILDING STRUCTURAL SLAB MIN. e a TIE HANGER ROD GALVANIZED TO NEAREST STEEL STEEL ROD STRUCTURAL BAR GALVANIZED NOTE: ADJUSTABLE THOROUGHLY PAINT CLEVIS STEEL ROD a CLEVIS HANGER WITH TWO HEAVY COATS OF BITUMASTIC PAINT, PIPE AT TIME OF INSTALLATION. ADJUSTABLE PIPE HANGER 9 GROUND FLOOR PLAN SCALE 1/4" : 1'-0" N.T: NGING FOD = SPRING'/RUBBER ISOLATOR JUGS- 'Pt5L44 FLORIOR ENGINEERING SERVICES' 3S2 n.r. 167 th_■trrrt north Miami broth, fl. 3316Z telephone, 1305) 945-4743 DATE 10-I9-f6Z- DRAWN BY P B 8131 CHECKED BY REMARKS SHEET NO. 131 REVISIONS " - - - I 1� I 4 1 - � , I � I " I I �:' 'i I � , , i ,- , '� I ��' Vlj I 4 - 'iej I : it 2t,_ I , � .1 I � , 11 � - -1 � � , , - I IzZl"''� : i'� ��'i " Z' I 1� . I � , 11 I � I I I I, I � � � � I" 11% I - . 1, I � I � I , , I I � I I I - � I 04 I � r "I I �"qv - I I I I I 11 I : t_�11111 "I I , _ "h f " � � `- 1- " � 14 11 I 1 I �, _ - , , I � I , , I �':" . , I Z ' 1 5 " . - i �"'�'�,W' I , � � � - , � - _, I , : , - � � I I 11 , i , 1 I I � I -T -_ _ I 11 I , t' I I I I I I �� _- _____ --- - I 11 I I � , " .� I I I I "I , I I I . I �l I ': 1, '� , I �t . 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