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HomeMy WebLinkAboutSAND DOLLARS VILLASUNIT NUMBER IHu - I AHu-2 MANUFACTURER I HELM RHEEM MODEL RENBIOOsBB5 , RENB100HBD5 NOMINAL TONS 2 2 z C. F. M. gJG 1000 ENERGY EFFICIENCY RATIO (E.E.R.) 6.2 6.6 EVAPORATOR FAN -F.L.A. 3 5 3.5 z VOLTAGE 2 0- 1 -6C. 230- 1 -6o CABINET VERTICAL VERTICAL _J WEIGHT-LBS. yo 90 MATCHING CONDENSING UNIT cu I ` Cu-2 _ z = ELECTRIC HEATER (INSIDE OF UNIT) KW 5 7.6 BTUH I� 7065 25940 STAGE VOLTAGE 230-I-60_ —230-I-60 Q AREA SERVED ART. At,c TrR Ft. APT AEC tOP FL QUANTITY ------- ---- 1 UNIT NUMBER cu I cu 2 MANUFACTURER RHEEM RHELM Z MODEL RACA024AP RACAO3OAA NOMINAL TONS 2 2z (' COMPRESSOR - F.L.A. 14.6 17.7 Z CONDENSER FAN F.L.A. 2 0 2.0 (n VOLTAGE 230-1-60 230-1-60 Z WEIGHT 139 141 W z REFRIGERANT LINE SIZE LIQUID 1/14 174 SUCTION 578 374 0 AREA SERVED ART. A,C TYR FE APT Af:( TOR FL C) QUANTITY ------- *REFRIGERANT LINES SHALL BE TYPE 'L' SEAMLESS COPPER TUBING INSULATE SUCTION LINE WITH 1/2" ARMAFLEX AIR DISTRIBUTION DEVICES SYMBOL DISCRIPTION MFG. C.G. CEILING GRILLE TITUS S.R. SUPPLY REGISTER A.V.E. AIR VOLUME EXTRACTOR TO THERMOSTAT RHEEM T.V. TURNING VANE ----- F.L.D. FULL LOUVER DOOR ---- MODEL SERIES 200F5 MODEL 272-FS5 MODEL -AG-45 FIN. FLOOR OR ROOFS REF. LINES -- { ' SUPPLY DUCT ELECTRIC — — — HEATER SECTION FAN SECTION COIL SECTION 3/411CD 81 TRAP BY PLUMBER I SOMODE FILTER SECTION PADS 2 x 4 WOOD WATER SUPPORTS HEATER 11 FIN. FLOOR n U u D .: • ... A '� a. CONDENSATE DRAIN -� BY PLUMBER TYPICAL AIR HANDLING UNIT DETAIL BOLT CON ENSING UNIT TO SUPPORTS TO WITHSTAND 150 M.P.H. URRICANE FORCE W DS ISOMODE PADS CREOSOTE TREATED WOOD SLEEPERS FINISHED ROOF / PITH PAN CONDENSING UNIT DETAIL N.T.S. t R CONDITIONING NOTES Lam. UNiiiA�TJ:t S ALL:. A) VE:iIFY AIL SPACE CONDITIGNS AND DIMENSION" AT JUB `'TF, PRIOR TO FABRIC TIuN OF DUCT- WORK .AND IN3TA1.I.ATIUN OF EQ IPMENT. I B) COORDINATE WORK WITH OTHE't RADE:i. C) DO ALI WORK IN ACCORDANCE W TH ..,TATE AN '. u(;Ai.. "ODES. } D) D0 AL.i. WCRK IN ACCORDANCE Jv "H '.ATEST ASHRAE I GUIDF: ANI: SMACNA STANDARDS. E) PAY FuR ALL PERMIT:3, FEF,':3, N")PECTI6NS AND TESTING, F) ADJUST AND BALANCE DI''FUSER IN Ai",,;:RDANCE; E W ITH ,UANTI'I'I : ' .iHUAN ,1` " 9t XBMIT _SHCI J�?AWINGS TCi ENG; NEE'.i F( � A?F'rOVAL. ?- C_UARANTEEL;: A) AL,L, S'4UIPMEIN7 AND MATE'RiAL,1 SHALL. BE GUARANTEED FOR ONE YEAIi AFT R DATE OF ACCEPTANCE. ALI "(,MPRE5SOR3 3HALI CARRY STANDARD F9iTC'RY YEAR GUA ANTES. B) PROVIDE �)C DAY F?EE :SERVICE _5 A11C DUCTWORK: SHA:,L BE `;ONST'iUCT'ED CIF 1" THiu STANDAktLi DUTY E'I13ERGLA36 BOARD FLAMEP'dOOF 4EI FCi2CED ALUMINUM FACED SOVE'R IN ACCORDANCE WITH .^'.F'.A. NO. 90A A,' MANUFACTURED BY OWENS-CURNIN;. DUI'TVIORK SHALL BE FABRICATED ''-.ND IN::iTAI:.LED ACC '2:±DTNC WITH MANU- FACTURER", INS":iUCTICNS. INSTA.T. AIR VOLUME EXTRACTORS .AT EACH DUCT TAP 4- VENTILATION DU":TWO.RK: } ;HALL BI-. ;ONS'Pr,t ;TE', r ;;AI.VANT ED SHEET METAL. f ;I r-- I 375 it (42S t� — —I— IEF•1 DINING SlaxB C1$xB) -_-,4 10x8 (24xf3)� T� FO i F rAD 8x8 cG 2W 1 j I25Qt175¢i I �o 1 1 KITCHEN RUN IN JOIST SPACE *' BATH BAT j I AWU•1 (A14U•2 10 Y, SR\ 1254 (175¢) REFRICERANT� LlNass UP T'HRU PARTITION TO 317 0 Rum ROOF tN FOIST SPACE —' BEDROOM SHEET METAL PLENUM PROVIDE SLEEVE IN FSEAM FLOOR PLAN UN I T - "A 11 11 B"- REVERSED F I IJ T0WE MODEL a892, 80 CFM fi 0.1 ° SP, 120 VOLTS CAP 40 12xbSR (14x4pSR) 200¢ C250¢) 01EI� I. I BATH hi L f - III j I Auu-I (guu•2 j REFRIGERANT LINES Uri TNRU PARTITIOW TO 1 RDOF sIl 4 RUu IN JOISt' SPAGE WALL cAp- E F- I LIVING 11xfoER(14x�5:R7 200 2 (2252 ) I� 12x8 C14AS3 17S 4 (200 <0 1kATI­ 6) DINING i ,�FL.D 20x6(24x8j :SUP r I tOKla 51? : 6 x (a j PUN I I{ JOIST SPACE I254 (175�)' I ri i � i I BEDROOM i SFBEET METAL (Ji� PLENUM $x(5 GG 2W SLEEVI" iN FSEANA KITCHEN �` FLOOR PLAN UNIT - "C" .. IIDII - REVERSED jc, r✓i8o--. AQ/-. SAND DOLLAR VILLAS HUTCHINSON ISLAND, FLORIDA SCALE. 1/411 - I'- OR APPROVED By DRAWN BY J. D. DATE8 - 17 - 78 S. M I REVISED TEMPCO A/C & HEATING 1954 NE 151 STREET N M B., FLORIDA 33162 DRAWING NUMBER AC- I OF 1 26%30 PRINTED ON NO. IOOOM CLEARPNINT :_. 'rH A-' - __ gyp. i' . -_ _ ___i _ yl ':✓;J Fe..', .Jr '<.2c;,Y •,.y .r — -__.. _. .a- .._ ID ?Y=r.•p:: -L:._ J it ra �j->.. r...: -_ -__--. ?c, 1r�' I� •i.M7LSri rjhdfJr :-y'-.�xi-�._ -r7 , M� -__--. � .�Y•, 19 4 H.1-.}{'1. l "F✓+'w.-I'' f•:-t.lr-' '-, '»'I �`!a. 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I; I / � IF ,.ic� I i „ � , , �,'.-,{ ,a.r-::..1/^c �� i -u � .'--. - _ li it G2 4 ji- C3 ! 12 "4; i ' ;1. 41j, 1 �_ —Lilul (L r, t� or ILY Reli i js� Lj r -A 41 2 j- SHEET rO4 F WF 30 I �� I L -- 1 I I � I l I I I I V, i I 4" ANC. Ai: ON [L UT I �I � I CC, I WF CJ I --- - \140 W - O 1 I i I I I I ! !21-all I I I I j f I u- I \./4"CONC. SLAE; ON GOMPG,GTED I I �RGUNp %/G')( ta" 'h0/"IC3 VV W.F I r - I l 4JF 1 - 1- -- - .-_ .._- - - `_ ._ - ._ - -- ---- - i � I I � 4,�bC�ROUN� VV.WF I i -40 CoMPAcTED GROUND , \ I r L _ VVP Igo .. .t, I, -- oil 1 - 5 I I 1 i I i _ W F CoU — a- F_OUN_DATION PLAN I / LL — -- — - -- — —I \ I Lf _ — _j L - - f W F 3 fa -_J rl II �; in F L I _, m LL.� I I 'I - JIL I _I I r, lU7I f j - WF3Go ZONING 6 BUILDING DEPARTMENT ST. LUCIE COUNTY APPROVED 11�,�� DATE—_• -----•-- STRUCIURA PLUMBING dELECTRICAI-- - SUBJECT TO: SOUTHERN STANDARD BLDG. CODE NATIONAL ELECTRIC CODE 3. ALL LOCAL AMENDMENTS c I 25Z4S F 05, ;L520 NOTE: I. BOT TOM FOOTIN6S ELF_V t 1.5 E34,C-V FILL 17120M F(XIT'I/06 TO (�-,WUNb FI-0nil TO PSE IK_)-,T& L LSD IN 1../SYEL'S . D1FF eeE AUTIIs1 F2C)M OAJE SIDE OF- W/A.LL TO TNe OTP.r=V_ , /NOT TO F'Xe E E tD I'- O". I I L -1 0 © w w la Z z CL FOR SHEET S ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAMI, FLORIDA 33156 OF 5 (305) 665-0516 7839 U w U cc 2 - E-,, F3 4' TOY H 14-01 SY4 -4 S I-,Qg N* 4— V H 1409 All, -------- — ----------- N aQ N 4 H 1401 Q JK '2 *69'4 -mr - - H 14 013 LP HH 14W E4"- 4 SLPL; w4 3 17-1 TOR P-"Q TrLC)C)P- SEE DEA 7DETIL A - SS H 1409 SLEEVE T=OP- I,-V, I W MEC-4AMICAL 0PF-f41"&r-:i p 14 1 G'S LqB H _S L Q) H 1401 11161'111 i I p J x x� 9 rT T)-]-TTTTT 'TEL STAIR \ 7 8 in 0 or: ln, Y ,*LEVATO�" T 18 84 is -7-' to S4 cc LLJ z z < _j CL w m z 06 0 u LIJ u 0 cl 0 r!"m ?l oll 2- 0 47,, 8'4 7-6p 2- F; 4 -rrF, '26 : 4 0 , 4 IN �t \N 1, H k 401 L 4.0 1 -s "71E ",'I Z i- �'4 1 401 H 14-01--- 9 4 a� I,?"% IN -S, L ------------ (A-) .4 a ah le"4-{ I 3._n !2' /a i (I +i \\ \ �� 54 T 4 V7 IT IN H 1440(a H 14-040 Nv" \N' NIN Co S L X� IN c\j U) ol), 4 04 "cli ' -\ V T1 Ir > 7 NKI N" \A \\\4 -0 N\ 4-4\51 N. *4- x\5--o. -'N L N (y) Cyr t4 E 9- S STAIR C T.C. IN 12"ck TIr=S OTHERS BY 6TEEL STAi .5r tv) TIES 0 a4 14,1 1,4) to 8'4 A Is CCl on 4(41 4 -4. -44SS L '17 P, V TS 0 0 yn , j "-X,. ALLEN M. REESE & ASSOCIATES, INC CONSULTING ENGINEERS ctwl 9719 SO. DIXIE HWY.. SUITE 7 MIAMI. FLORIDA 33156 (305) 665-0516 7839 <(O L 0�n L-------------------- I 4' 1 1 CLru z z CL w m z 06 0 u w W M 044 SHEET s 3 OF S 2 - ME CONT, *k4 Q 4B V „C, r 3 A- f 2'" „:- __-- - -- -- D21 P - f 2 CL. T CP, 8.0, SECT. 54• Y4" STE P 2N I ELEV. 4 (ado"-(V" i •I i _ SEC * all ! mT*5 60A)T. I ii 1 ELEV + (o(c'-4. t q m �> c 24 CONY• J .I ,I N - I � J 11 SECT GN' 54 9 v SECT S4 r q S7EJ' k �a ! I ti I 4�to'. ECAST LIA3TEL SECT. ,5 s4 V ELEV t+ 2- #5 � R ELEV, + G 2-"SCON?• 60 I _ SECT. 5 co13T. 0 NA,. _.. 2 4couT. tb4@ VZ 4e 1`i cRi dl� 1 N w - 2_'k4 COOT PP EAAST INTEL SECT. I(o J s4 / SECT. 7 54 a- "J (.UN 1, *"' y 1k 40 ik 4-& IO m _ I ` SECT. 12 , SJ J, N O; 4� 1 LL I I I i I I _ 5" SLAG I h i I I e„ 71 al, 81_411 !8f SN' QI-4' 10'-OI, 18'—Q11 I PENTHOUSE __ z_ ROOF PLAN _F 0 R S TA I R / 4---,2-, T20s4, BY OTNE211, I f TRIP-L-GRIP EA. ELF-V. ELEV. O — —TRUSS TO PLATE 2-*B 24 G �4x�50 12 c 2 !�crr7 AND NAILERS I � ..c 2 ,,, 8"le j It Q /2" BOLTS a,- - @ 46" �/c r- i-:C In I A N " LINTEL a" SECT3 ti T r S4" I• � 2 5 COOT 4@ 32"TYP. AQO()"D SIf % -LE VATO2 � STAIRS . ELEV. + GG'-G" - STAIR P.+1. ROOF # 3Q 120% 4 3@ 12""V' ELEV. +- 75'-4" ro 2-#4 COOT. ♦♦♦ I -- _ - - - — ii @ t -4-°5 To MAIN BLD6. > U. r' / ! OO SECT_-`- - t s4 3 a o 4-*5 g" Y SECT �s4Jr�._�'��a`J* II 411 < SI o4 SECT. SECT. 4@ 3°�L0¢2 2 1-7x 2O psi .J �. �.T ` . p •r.�•L...r, ui V _ ca I > I - 2_ SECT. f� s�- 8''xl2"T.C. BELOW f b NI i -[O'er- f _ �I a M`u}• (. ' Sea 9� 1 N SECT. r4 2 AF. !•nFrr r(1, 1 N _PREG.tAsT LINTEL) LINTELS TO BE PRECAST AS MFG. BY CAST-C RETE CORP, OR APPROVED EQUAL. (U.O.N.) ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY., SUITE 7 MIAMI, FLORIDA 33156 (3051 665-0516 7P3 Q w L z d a. a. W � 0 m � U w t- a = W m u � SHEET S 4 OF S • Igi_' 2 - 4 S GOUT. N TYP. A20UND '>=LEVATOR .� STAIRS 4-*5 Co13T. — .4- 4(98"Ik c m * 3I2 12"`/c -� #4@10"y, ELEV. 0 I U1 I N N I r (o°jTYP. o , _ ... in I SEC IN ROOF aLEV.+ �RD TF}RU 7TW :FLC)C)R 2µo FLOOR ELF-Y. + Z_vk4 ' JPREGAST LIILITEL TYP, i FL. ELEV. -O'-I" GAOut4D FL. ELEV. o-o" 'v 5;'-0" SQUARE r FOOTING_ V2' Ca2OuND FLOOR LONG. `__--_TRANS W r ROOF 1Tu F GTN F STu F it TH IF / SEE ADJOIIM61 3Ye° F SECT ION �__4_3@ CGRD,F COLUMN r lol-o" squAeE FOOTING 2. FOOTING SCHEDULE �--REI/JFORCI�IC�__- MARK � j -T - LONG. TRANS. W F 16 1'-4" 1 01-10% 5 C0X3T. W F 3O 2 -lo I'- 2" �'-O" ;_.I'-2" 3 -�5 c_auT, +.. 3 5 couT. �4@ 3rol, Wf= 36 V: rm0 5' - Q' 1' - 211 f c� - +� 5 r 007 * 419 9 it yc wF 96 _-a 8' -0"1 II-�'" - -- 5-+-sLOu-r. � _ r d' I I LINTEL 'N18" EfEAR IN(2:1 r # 4 BAR F:L. LINr= I IN� F.� MASONRY _-AT .� D( OR WINDOW JAMB 4 - �o COLUMN -07 4-a'7 - 7 0' ' L ad? IV _a7 ; COLUMN ELEV.-0'-4" 1 -- ELEV_-I -O" W. W. F. SECT. i WALL BLOW I I I �- - - 51/4!1-4" 5LAB tl tT,t..� 4 L-4@10 yam If' k. a 3 (9? iv! � N N DETAIL "A" (2ND FLOOfZ OMLY) ELEV. +- 9'-- 2�t55 X 8'- 1i'I; e ale I IL - --- - -- - 4@ 10" yam - L ["-1 o - SECT. '� SECT_ /2" = I'-o" s— s Vill .. it-o" ss i F; -W.W.F EL E V. O -( . s- a 1 ' I 1 � r t -- 1 , y I SECT, SECT, 112 GENERAL NOTES 1. Footings designed for 2500 psf safe bearing capacity, 2. Reinforcing steel to conform to ASTM A615 grade 60.. 3. All concrete to test 3,000 psi. MIN, at 28 days. 4. Detailing to conform to ACI 31.5. 5. Hook all continuous bars 1'=6" around corners. 6. Top bars to be 3/4" down from top of slab. 7. Welded wire fabric to conform to ASTM A185. 8. Lai; top cont, bars at mid -span -Lap bottom cont, bars at support. 9. All reinforcing bars to be installed on chairs at 5 ft. c/o MAX. 10. All lintels to have 8" bearing each end, GRp11TED CELL NOTES 1. Mortar shall conform to ASTM C144 Type 'M'. 2. Concrete block shall conform to ASTM C90. Block from footing to 4th. floor to test 2,000 psi MIN. from 4th. floor to roof to test 1,000 psi. MIN. 3. Grout for cell to be 3,000 psi MIN. "Pea -Gravel" (or type 'y' mortar.)-. 4. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clean, unobstructed continuous vertical cell. 5. Cleanout openings shall be provided at the bottom of all cells, at each lift, for inspection. Cleanouts shall be sealed after inspection and before grouting. 6. Lap all vertical reinforcing in masonry walls 40 bar diameters. 7. Masonry wails shall cure at least three days to gain. strength beforgt pouring grout. 8, When grouting is stopped for one hour or longer, the grout shall be stopped 1 1/2" below the uppermost unit. 9. Grout shall be poured in lifts not to exceed 8 feet max. 10. Grouted cells to have #4 reinforcing bars and be placed at all doors, window jambs, and not more than 4'-0" apart. ;E% ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAMI. FLORIDA 33156 (305) 665-0516 7839 00 r r a Q ¢ w z 41 Z Q a m � 0 � U w F ~ Q = W c� cr 0 Q 0 SHEET S OF 5 7 0 71 11 E 0 0 - 9v -2 7 U- 0 0 043 w uj z z < -j CL w m z U: uj uj W M T u cr cl m SHEET PN I OF '4� 4� DOMESTIC ATER RiSERtMAI I 4: 11711e> PLUMBING FLOOR PLAN UNIT UNIT 'd REVERSED _J -- VIrJ�ili PLUMBING FLOOR PLAN UNIT Q UNIT 'D' REVERSED 41 etu z < 44 z -j 2 05 0 F- L) Ic LLJ u cr 0 cl m SHEET P�2 OF ul.m 4 4r Al-41 �. •ca �.I J � J ��;14,•6' A Cl 1' b GG nt A <1 TYPICAL SANITARY PLUMBING RISER BUILDINGS A,B,C,D � E i PIPE RISER BUILDINGS A,B, C, D � E b ppG/� >ti Jr � w w z Q © z J d a Z °6 W � LL ui w a = W v m cr a , o■ 0 SHEET P-�3 OF S 21 21 3 2 E I w a MI 9 1 V A \1 43„ E \16.8 i 19.97 p 1, PO1 7p'_ nn m 1F+6% s 24�4 E E A N �4� W AGE SITE PLAN, SCALE. I" = 501 L G014S 10N coas-ra�— S. 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