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Home My WebLink AboutSand Dollar Tower (Seawinds) 29815m of •• St tuo• County, florldo PERMIT moll fog Suilding. AIr.rO+.on, Repou, RoIst , or D• No. 31930 9/2162 Sro4 C.odiconon. _ (ry D No Sro+• R•gn,rofion. _ _.._ ,hc, howrey Elevator Cc.. Inc. Thla �, +o omty M r 0 sox 290067. Davle• has yrm,salon ,o construct elevators sews Oe l tit O a •�••�T c•IR� . 3andhar tower Lot Slo,s II�. S.f,S 2 ' 37 R Tex ID %$02-341-0001-010/1 S.D Send Dollar Tower y,..,"Rood 1.0042 State 6d. S AlA Mo. site Plan Sock S.NxuL Fonr fa,ImOYd Cost Fee Raid 6321.50 PERMIT No. 32227 S+or• Cs04-coo0n CGC 000160 Sm+• R•gana+on This s +o comfy+tie, U I.C• cor''I'wr:- 99 NK 163r,l =.t ho, perm�u�o^ •= construct a 1-atl+ ActivltY Aull�'•ln'i f M°tP� 0," Sand Dollar to, 41 TAX LUI ♦502�311-DOU1-0' 5 D Znn.A R�IF' S1,•.r n• Road $04. A-1—Aa n gfa. 1.ucio Line V,_. see site 1`14: S.Ibm, F,nn, see site ylaf 81ti6.00O.JU � I � for ..m".y D,a mr VOID AFTER ISU DAYS IF CONSTRUCTION HAS NOT COMMENCED VOID AFTER 180 DAYS IF a D +:, _►tHa+'r coR2� 37 R 41 once R-uE t.1A $1ea.000.ao to, Zoning Director )N HAS NOT COMMENCED of •• 51 lvcie Ce,IA Honda PERMIT DeHel 1 en Fur 8.4ding, AlHraewn, Reeo,l, R.mo.el, w No. 32227 Dot. S1o1e Cen,f ; Deer CGC 000160 CMD No SHH R.y„ttot,on. T*,,, 1. c"JY that D.I.C. Coratercial Cowuuction Cory,. 99 N1i 163rd St., !Baal ana tie, R.rmH4e� 10 construct a I-ftO y Mechanical he Clvity aull"as { Water scora9^ EaC111" ) 0.00, Sand DO11at TrnFor D@vefopownt Ccry. S« 2 T 37 R 41 Lot B'nd TAX IDI 4502-341-0001-010/1 _.. zonal Ii��L S,D' Martin/ Sawt a Reed 8.8. 2 r�1ea north of S*dI I.=je Line @forYI 9.A. p,m.n,om. Re, g FIn1 see site Plan 5et1wc4 Front is@ f1C@ P1Aft'+ Sde, $8�.50 bnnoadCmt $30e000.00 Fse Yoga Fer mn.og D,r«t,r VOID AFTER 180 DAYS IF CONSTRJCTIOM MAS NOT COMMENCED No. 311 51We ci", I (,; 51e11 Reg �+ltet Thn ,. 'a ttm tie. cerm,,,,o ,1 ree 5eebo:. ' i0, R, No. 32413 ��s:flz2+?9t fi IX • ca John C•aagi P.0. bcm 2666 icnxz lwcuie ravalt ad Pride canmt aiv, [,az 9. txaL.wt rn.•<, Seco Uallar Tower .. b+vxl Do' jar TLWoof Ccudo tp,.r. :iawb 4502-341-0001-000/1 Pith 5aned Dollu. CT 9A L ale uAtt F C.. r. Cy �Ix ,rihjr rbR? CU, `ryi1N'. D, NUtCUMMENCEU 1M J Fi I BUILDING PLAN CHECK ST. LUCIE"C'UNTY-FORT IERCE fIRE PREVENTION'BUREF " FORT PIERC FLORIDA 33450 TELEPHONE 465-665�� `l DATE;RECEIYE D:I.C. Commercial'Construction Corp., PHONE NUMBEF Robert F. sonberg �__ PHONES NUMBEF "fon ��Sbtolo >aftd Dollar Towers Development Corp. °. M441.State"•Road MA South ' UPANCY-` Resident i al �TYPE'0 CONSTRUCTION' LDING A66' X 133', NUMB R OF FLOORS. —1 IONS. Entr",.cano elevation shall be 12 eeti earance actors required",in elevator lobbies NFP41 Ground fl interfere with access to hose cabinet. ^tment siamese connection shall be locatel"` t West end of irari shalt be located ,Rp feet from South W st"end"-=of"bui i1ding on the East end of`\�raffic island.! shall be a; Class "A" 3-hour fire Aoor. Al other 300�se 11I2 hour fire doors: All stnraae rooms and!mechanical a smoke detectors connected_ toi t� i re ai a -r� system and 3 set;of plans showing um 'r om fie m nd`all Dipinc f 'Section o'e shall, be c' For HRS use only - - °✓�� (COUNTY) i TO THE DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES: whose addrilgs i. _ Sand Dollar Development Corporation .(Insert title of body making application, i.e.,, municipality, corporation or individual owner) 'c/o Jim Pardieck. 1850 Palm Beach Road. Stuart. Florida twtreet ano. Number; tuty) wp t,uuel authorized by law to act for the said Corporation (insert city, town, corporation or individual) and to expend .its fund for a swimming pool, heravinh submit for the consideration of The Department of Health and Rehabitij Services, plans, specifications and other necessary data prepared. by Suncoast Engineering, Inc. (Engineer or Firm). of 951 Colorado Avenue Stuart 33494 (Street andNumber)(City or Town) (Zip. Code)' who is hereby authorized to represent the applicant in the engineering features including. supervision of construction and appropriate certification as to compliance with the approvedplans and. specifications.of this project for the installation of New Pool (Clearly describe: new pool or, alteration of existing pool)j to serve Sand Dollar Towers Located at S.R. AlA (Name of motel,. club, hotel, city, etc.) (Pool Address) p1�near the city of Ft. Pierce in the county of St Lucie State , of Florida, as required by the regulations of the Department of Health and Rehabilitative Services and herewith make application to The Department of Health and Rehabilitative Services for approval of this project. These plans and specifications and related documents will be approved and accepted by the applicant when they have received the approval of The Department of Health and Rehabilitative Services, Upon. construction, these facilities will be owned by Sand Dollar Development Corporation and will be operated and maintained by Same (Owner or other) whose address is c/o Jim Pardieck 1850 Palm Beach Road Stuart FL 33494 (Street and Number) (City or Town) (Zip Code) This application is made under and in full accord with the provisions of Chapters 381, and 514, Florida Statutes, and Chapter 10D-5, Swimming Pools and Bathing Places, Florida Administrative Code. The applicants agree that no changes inor deviation from the plansand specifications approved by The Department of Health and Rehabilitative Services will be madeexcept with the content and approval of The Department of .Health and Rehabilitative Services, Further,the applicants and/or owners agree to provide the necessary funds for equipment and chemicals required for the continued proper operation, maintenance and repair ofthis public swimming pool. Attached is a certified check or money order for required fee of $ 75.00 The design engineer certifies to the preparation of the engineering ryry documents submitted herewith and agrees to furnish a certificate of construction and installation upon satisfactory completion of the project. t z+ t .,t Joseph J. O'Neill, P.E. 16756 Typed name and Floridan registration number SigUure: Owner, Lessee or M n SWIMMING POOL INFORMATION Name of Pool _ Sand Dollar Towers 1. Estimated cost of construction S 37,000 3. Type of pool: Indoor 2. Bathing load. 26 . Outdoor X 4. Shape -Swimming pool Rectaneular Other pool 1t—VI G A— 8 —- C --� e B + C = 48'-9" Width 25`-0" — � -ir C Length 50' -0" 1250 SF G V9" Area E 6'-0` Perimeter 150 LF r N/A 5. Volume in gallons --Swimming pool 42,000 Other pool 6.. Number and height of diving boards or towers None 7. Material from which pool walls and floor are constructed Surface finish 8. Source of water: City Of Ft. Pierce - Approval No. 9. Number of sanitary facilities: Water Closets Urinals Lavatories oats Mate 1 1 1 Female 2 1 Maximum distance 25 r 10. Location of sanitary facilities In Act ivi ti PS Building from pool (feet) it. Number and location of showers 1 on pool deck outside ActiviteS Building .. 12. Number of hose connections provided 1 outside of Activities Building (Vaccum breakers are required) 13. Number of units served 96 Estimated population served 192 Number of stories 12 14. Describe method of pool water disposel , into sanitary sewer with air brake Distance frompool — 5. (A) Recirculation pumps) Sta—Rite CCt'IH 130 GPM At 60 T.D.H. H.P. 3.0 Make and Model (Peet) NOTE: Attach pump manufacturer's curve(s) (8) Filter(s) DE Falcon F-18 Area 65 Sq. Ft. Type Make Model. 16. Disinfection equipment: Make and Model Gaseous Type PPD Stenner 45-M Hypochlorination 45 GPO Other Type PPD 17. Other chemical feeders:Make and Model Stenner 45—M Capacity 45 GPD Make and Model Stenner 45-M Capacity 45 GPD 18, Test Kit. Make and Model '- Taylor Model 2000 Test Capabilities 19. Remarks:_ These plans for the proposed c Statutes,with the following provisce: 2. under authority of Chapters 381 and 514, Florida Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6) months approval extensionshall be obtained from the Department prior tocommencing construction. This approval is given with the. understanding that upon the installation of such works, its operation shall be placed under the care of a competent person, whose qualifications are acceptable to The Department of Health and Rehabilitative Services and the operation shall be carried out according to best accepted practice and in accordance with the rules and recommendations of The Department of Health and Rehabilitative Q—;— TFie ;..tee „1 not only the orovision of c9ntinuingnecessary and essential funds to operate and maintain the chemical supplies and By copy. of letter of approval to the owner, we are advising that approval is given functional aspects of this project on the basis of representations to and data furnished this Department; and there may be county, municipal or other local regulations or restrictions to be complied with by the owner prior to construction of the facilities represented by the referred to plans; and we, therefore, recommend that appropriate local agencies be consulted before starting construction: The official copies of plans and specifications accompanying this application have been sealed and stamped with the serial number as indicated hereon. Only such plans and specifications are included in this approval and any erasures, additions or alterations affecting the efficiency of operation or public health protective value of the proposed improvements will make such approval null and void, STATE OF FLORIDA DEPT: OF HEALTH & REHAB. SERVICES GD�MJ i D sj -- ?q;-8 CENTRAL OPERATIONS SERVICES OFFICE OF LICENSURE & CEffIFICATION PUBLIC HEALTH ENGINEEkING SERVICES STRUCTURAL DESIGN NOl rnvrArn.: .. DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF LICENSURE & CERTI'FICATION PUBLIC HEALTH ENGINEERIVG SERVICES By HRS Engineer FII, (Ele '�U�tJ ovule i'(�� Ier-_CiI-C. �►� p+ VACuuNj �y� + iq.�° ►�. Tod. Ham. N� F-I8 E5 ! 46,800 N/A 3 1 i3o i it _ -- -' - F'IZG-fVtDE PeFTH MARKERS EACH SI DE C3P PLEA FAR �/ �-1 EAGN FGaGjT QF DEPTH Ajax, JI BcNl O� I �I�a1�51 s1aLL �E 101 I ' i t 1 25 ►3677TnM L4?rR is I& i � 1 1 I r�; LI,KsnluS _ lW S.5. Ler�f�stZ T_ I,B 6,_ _ ll Ic" x I (s " YCe)LAe— U&I FKAME CCYE:K I� I Fi" KAGIU -j f I I� 2- VACUUN I- 0 ------ 3- RETUi�N LINE ID ' p- e I TFR LINE VI-IIN r Ralf LINF r A L N F•L4;;; I 1 I /\ � � I i I �•1 � 1 1 ` � i •. '`�cc--- PFZcwtr7E Cc�Lc71eED � I � I � I TILE v TOP EGL-IE of ` EAGH CirSEk I I apj. i*�1�L�Tax ec(15TAJNLN�p{ P41L55 rEEL- -- ---- — �- ! 1VL�� j �----------- fi I FCENTRAL OF FLORIDA ALTH & REHAB. SERVICES m' 2W D �PERATONS ,VICESNS ;L E 3Gf SERVICES \ I I I D COGINI STRUCTUR - - / L RAN M r~s�i war cUVEweD t ° .0 1 / REGIONAL ENGIN , /2.�+ _ 2 3/4 � ��'� � . "' l( � ' � I �--- -------�-------+,-��---_ - I _ ,. DEC 14 1982 1 I I �51 cnt nleh.PC� AVE. N40T E : -- - TAKUND ST I 'CIE cour\,. `5TL)AKTMIN. 4' DECK E "' �DIVI'.;ENTREE COOL- FERIMeTL!�P� ©RAC E`EWL DECK MIN. 3" PEt� 10' COMPUANCE ��'IDATE AWAM Pa0 /< PLUMBING _ ^ !I A ' ELECTRICAL _ G I� �� I + �1 ARPROVFD BY: t III�� III// ��'��III scat, I' p 1' l DRAWN BY 11 .SUBJECT TO: ..__, _ _ I ) c \ �DATE: N<l ✓ ��'r JC �EPH �i NEILL ��, ICO rI /: REVISED 1. SOUTHERN STANTTAR BLDC. ODE�� 2. NATIONAL ELECTRIC CODE _ �4 13 1_ _ --- 3. ALL LOCAL AMENDMENTS 3 �. I e r. FOOT OF C END�✓f�LL 4 FM EAGH FT � 1 ■ METF101) e2F WASTE WATEJZ PKeeC;i `)H&LL MEET LnCaL ICE uIrZeMEN m & ov mtv 8 .PRZ)VI©E; AIR .C39EAK IH WASTE LINE A,FTE-k FIL-TER PAJILpIWI;;it M N UKA.INI F%( �+tiaC C. erS aTE T `2,E.W. -- --TICf ^ p:, li � N ry & r a• �aq EX� � x T LE 6 FlC0L DECK- enp irsq� i fi k SY r xqy, a btu IN� I' w 41 Y �, � P "��!;.'Gp'a�*. �' I rx� �'I n` �' "i : a' .�. '�c � w�=*�,x� •r s W. ° r. �'w- � k*'vv. Io r j -A .,al gi,+$ *+m mw��"'m r51 ""—�`.'S!! `fro C --•.I �� l.; a r xktk{t ry Y h xy a"mx^ f9 C .k 4a 4 1J ��ryn l I l `4 4 fi 5W �s ,;., �'�- ,.e 9r•. a„ — -..,., . [ .>P _. "xhi �,. x,. _.� ,�31'a a. ,�'-`c ..> � ;3f .. ...er. —+e}[ ,w,a^e .. .�4.ur .x .li6Y All SCALF 1= I'' -CID k? :w}�}��w}}��®®(( 1 LI rv� IM I 2�. STATE OF FLORIDA OF HEALTH & REHAB. SERVICES �.�,"'"� i�yt+� eta' DEPT. ap p 0�D a �z ,{I s, _ .t CENTRAL OPERATIONS SERVICES OFFICE OF LICENSURE & CERTIF TION w "� R PUBLIC HEALTH ENGINEERING SERVICES 7 ' i pti 4 / 1 at °.+Saq* ,. >•.z: STROCTURRL DESIGN NOl COVERED l.. V * i� .k p t - "SAa•"�I ^4Yu4 ,. a .v s y. k z P h +� >.. c xK CV i2rl...1 2'� 1,.2�, 1�I�.�. I 3 � _ .. 7 �*.:xMy'Y, m < 5 � 3' .* Y -^•� a t y. Y t fc� 1{4 YW', �� m.�e �� .m� e Ax. '.'S�'�a sG+aicl I4•"f"%� { ., x�"' � 7_ ,� l�z '.a e ,C ,a� I av �� II �,`ar 'ys I =S r S' "k rN pVA p `r `+9*�.,,.°S.s4`--1— i & ask MARc IT s i1 �".4 l 1 Y a 1 3 u � r w „rt � tl 4 ti�� l s� ,k � i � 7 • � � .I� a � . � ... - �.?SV!P, � k ' - � '• E"+F �� I r - y r P�4�4,+�lalin � Pliy t�r ySV��.,,.,,,`� K � ��"w.a- � � sap�� av 9u a — s ►i' • �® w s 'q 5&1 I "Lsa�t Y ffk a Ix 5 g,��" rt � u r ..a., ... yr*s,�,'.>� y p�k ��, Y m �i�„!4 ri.,' .9. � ;, �' �. k �� ✓ � r _ x a i, .;. .x is .....�... _ ..y..a w: . x�•x:: ,:.. � a 1 IY' P �Mt ...,. ...e.4 -, �"".' .. r s. r<:..n e .. <. .; tl�ss .... r. .. ,@ ..,:..a ,sr ^S „i�..,._. x. .. ✓NX ._ '` ,�.r �>n., xip, .tit.. S 5. a.-n. k...,..,�....,m....... .. .3+'.✓�.' ,. 4 .. .,� s . a_,,.m_., �_ v. a......a. ,,... .. 1.,. . �. , .n . , a am;...ur .m.>. .n * �a k� ..€ �..7�: N,.,.,.y.. .: ..k. a k � ...:...... . .a Y 'nip .. .. ...,. CENEP.AL POOL NOTES 1. For nig::t swimming, area & pool lighting must provide a min, of 10 foot candles per S.F. of pool area. 2. Light bodies and motor frame must be grounded to main electrical panel. 3. All electrical work shall conform to the National electric Code with specific attention to article #680. 4. No overhead electrical wires within 10' of pool. 5. Main drain and vacuum lines must be pressure tested at time of routine piping inspection. 6. All piping to be P.V.C. non -threaded and bear the N.S.F4)y *00, 7. All concrete work shall conform to ACI 318-77. Concrete all iave a minimum compressive strength of fc'-4,000 PSI for pneumaticall- placed concrete (gunite), and fc'-3,000 PSI for poured concrete. 8. Steel reinforcing to be new intermediate grade bars of billet steel meeting deformation A.S.T.M.A-305, latest, free from oil, scale and rust and bent, lappedandplaced according to A.C.I. standards and specs. 9. All hose bibbs around pool equipment room shall have vacuum breakers attached. EQUIPMENT LIST MAIN POOL 10. Pool decks shall be of impervious material and shall be ol'_p rco4 ctant. 11. This pool is not to be used until permitted by the 'local Hcalth No. Quantity Item Material Size Manufacturer Department. 1 I F F" --'------------ -- C =�-- o F� KG n' 12. Slope pool decks 3" in 10' min. (away from pool). 13. Verify all dimensions in field. 2 Main Dram Cycolac I/o" x Sxlaqulp or equal 1.4. Dressing rooms shall comply with chapter 1OD-5 F1. Adm. Code. 3 Gutter drain Cycolac 2" x 4" Miller Assoc., Inc. or equal 15. Provide a minimum of 4'-0" of deck beyond beam. 4 4' Adjustable inlet fitting Cycolac --------- Swisquip or equal Note: Display at poolside a pool rules sign cnr.taining the following 5 Underwater lights � --------"------- 300 watt, 12 volt Swisquip or equal minimum information: (1" minimum letter ) 6 Vacuum fitting Cycolac 2" x It" Swlsqulp or equal a. No animals in pool or on.pool deck. 7 Handrail Stainless steel as per drawing Swlsquip or equal b. No food or drink in pool or on pool deck. C. Shower before entering pool. 8 Ladder Stainless steel as per drawing Swlmqulp or equal d. Bathing load persons. 9 Wedge anchor Bronze 1.90 OD tube size Swisquip No. 4021 or equal e. No diving. For emergency assistance phone loc. 10 Escutcheon Staluleco steel 4 8" diameter 7� Swl ui No. N p 4 12 or 5 equal q First aid kit located 11 Wall anchor Cycolac As required Swisquip or equal 12 Eyebolts Stainless steel As required ----------------- 13 — Lifeline rope Polyethylene of 3/4" line Swisquip No. 9340 or equal 14 Floats Polyethylene 5" x 81" Swisquip No. 9220 or equal 15 Life pa'eserver Coast Guard approved 20" diameter Swlaquip No. 9473 or equal Z�.TLA.PlTIG C G> AN 16 I Throw line Polyethylene 20' of }" line Swisquip No. 9474-1 or equal 17 I Life hoot Anodized aluminum 18" diaseter Swisquip No. 9642 or equal 18 1 Vacuum cleaner head C colas Y 18" lane Swlaquip No. 10402 or equal 1/ CgA.S AL CQhl9T._ ETlr,AGK - LINg. N2�j°3°i"}4 W NZ✓o°4t?144"W ---f 1C1R 72' /. 19 Vacuum hose Polyethylene if" x Sw1 uIp No. 110 3 1-7 or equal �3ub. - - 20 1 Leaf skimmer Aluminum or fiberglass ---------- Swisquip No. 12654 or equal /y— Test Kit ---------- ----------- 3a✓'or "der, %000 1 POOL, MAIN I;L Pet /'—" K FtaKK;,N(fi _ _N 22° 5Pi' A3"W 5nI.34' �MECN. � A'T MITI e' IbUILDIN4 55't _ )UH(fOAST EN�If�I�E��NG Hc. .15( CC��LOKADn AVE. 15TUAKT FLnKiD� 2e-�'7- 56cn STATE OF FLORIDA DEPT. OF HEALTH & REHAB. SERVICES V D o �D sP-c-_ CENTRAL OPERATIONS SERVICES - OFFICE DF LICENSURE & CE TlFICNTIONI DLIBLIC HEALTH ENGINEERING SERVICES,' ST"(CTURAL DESIGN NOT COVERED F'L LE' c7±i�wl� 4 E: I I' 15 -G/ G �Q,N P ►5Y r_1K Dc-�L_LAk� E DRAWNBY RAINING NUN— et�2 - F b i( 714 WA%ar — c& --.MW a M ,V AoWlr e CIaT - - 5T4'dlMf,Q OPl/0AQ,( ibQC AP41i I c/NE A' `. / jrIZEo AWCOfD/N( O CVFAIZ4L 41646E wnvGED, :xlaBtE __ cove Frawr -1"'--- --"------ CELECT�CFPE[ /! UM�NU6I YEN7 i _ AyETuPN C.NE ' O ✓OCUUN GOUGE SON St.CT.O.V 4i)Oe� ��_. FiCTEQ T44/K ELEMENTS G- I )WA/A/ O.P41-A/ a /v ,MODEL 5 F B - ZO 4*r/ PC(/LQT/A46 Ou yO .40 AloS£ 10VIWo ,3lK,TiOV C:1/E "E M/Kf •U/� W4Tf,P Gc/T EP DQO/N "C " �'JP Of F/LTE,C 74NK - ' t "Asow RNJCCOP/tit;) ,:.. 3'Ir,C W47E,f CE✓e! ✓*r-VM To W431-E - � - Aare - uA /VOTER _ I I i q/E mmv rdrew I Hp VACUUM PUMP ETA. -RITE FMA5 E W/5"HA.IK-L,IN-r 5TR 14EK Jvf4�[JN� al1C- 3T/NO 'TTPJ me7aAw 4 0rC/,VCU4O7-1N6 PuNP GG0 TDN &&-710141 C1NY "E' r -n• �-' . +. l!----��til d N n SrlrE: : ECc-KoT/o/v vEQ Ec f_ .'R,CJL 0dNEL 3 {qk NE-HiCJ! Fecoce5 ' OJ ST, vIuck 45M 10) ACI ITATOR FLIMP FpR 54LIRRY-L/T/LE t - 64N6 M'Ed7rlfPPRlXK - , OuTLE,* sole _t-C Evd Tip-, / - - ,NOU_N?'/NG /�4 t/EC FO.? �PESSU.PE D/E SEmO.PDTOR -- , ✓dCUlIM TO W437E ^67afv L/4IE ,e " OPT'ONDL POOL l5wi / USE GiCX Gd✓fL .NpaaEL �• ,AMP H0�5EFbIVE Q f- [ 'EA' ElfMf vTS GAM+. 60' 7• 0 N- ^1,A ' 471ze /,v ,vc ws 4'L�Ci4C'. NICUUM NUMaEQ S. � 7o 4 / C Q jr• p. F 8 -/=/2__-_ s/0 B 30 6C , le 3. x Zi 4d z ?1 +( 14f rol s /2t 7` r C-6e 9VK '.' %f "" dBo✓E /goo! C0/0n416 j - c3E3lr%rAlwt=W1�1 .�.. i 000L ✓vCUU4,f C /wE ? TDEPT- ATE OF FLORIDA 9 »d J J HEALTH & REHAB. SERVICES 41 M/•v aQe/A/OrPenv •6 '�LI%'�CUMP.o-R?MENT d! CENTRAL OPERATIONS SERVICES CNfAAC4e T4AW i , % .� OFFILE OF LICENSURE & CERTIFICATION 3r GAL E.ocH SECTInH ' I I j - PUBLIC HEALTH ENGINEERING SERVICES t M / fK ret EC E.NEA/TS STRUCTURAL DESIGN NOT COVERED _ � Pb[�R �IiN / Cu ✓O TO dA/CNO.P "Ali T I ,pfCU.N4/ENOEP 49ET,'.X.>!7 T .. Adce Ai/f 9rd.V0 pN OF O.U6•104iN6 UN/T x 1 �'N:J, vNE.Pi�' d4E4K ✓dfclu-w ou,�•rP s5/ DD _ E�L EVj?/OA/ O" _.-- �L1NCC:��7 h.�N��IhtCEi�1NG AVE STDMZT - FL,nI WA, Z &00 PC%c��, r�Y G,; I� E•G S4N D DL'�LLAK TOVI ws atiik• - srlr - ... II-IrJ-�i a/r •'� s 4Y„s P'�e yr; M 5 11 ON,�eyW� + t 4 0 F. 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DATE: 5/ 20/81 JOB 105 SAND DOLLAR TOWER DRAWING NUMBER 0 -4 . �Y ay4e W j ztP r aW 14 W = ',CAULt ( 's rc Y i I xfi4 { �+ 9 N �1 ffjty � a tm, rrzr„m , INISH RApE ~tb Yr"� 4y s h! fl fi 8 < i0 fv - -•�-/ L / r I I I G ,tir �rGKLPS ON fib r r: LI IIXep 'sv e �s}/i�. *J T R.� O. C , R1. WA y 10 Irs,..:�+lrtrt xl v ry°I.Fwy Irc+C u r sr '' "'i. YY ! Cr 5E°t1�Pi �,r' LAV 3p �wC 3Y� FD � � / HWC l c 1 LAV J 3�8 RESEAL UR TYPICAL 1 � .3 F v BACKi'ILL W�PCF1 GRAVEL ^tjVIi3" bI� TANK. ,u1\1DER x r it, III a{ � Y Il I 4 I it I ;I if fyi yw �. ILI r 1 $ I I I { I 1 I I r Ip I t I 1 � I f i'. x r f I f iI I,I III 'I t-- — 3'VTR r i �s I' �. i 4r G.0. 22. Fu II, I Pti 1. 1 k II {�I f r� " ACTIVITY BLDG. FLO OR PLIA 1/8II _ 11 OII i I Pump— S C H E Dt1�I. E , I I "I. fie. V4��AL�� I,�;� �itl MR SE/ZV/CE TyPe T '8Y , AF9Gery Mo ru/Z MANUFRcT��?L'R i' M a D o t /?EM/}/7/tS 6PtA TP/I 14P RPM ELEGTA144t PP/ 50&1", R51J11.e / .3✓r /0' 41a S,oc'S 14"D/,$H - 8Iee; Z r F/rrev Y "Ali n5..WERr.n �p,� 1io'��GNt4�Ipa GbN "In 1Y.� '.*e ,ff{n+. -0i s ^.tue<. .. �T. E� •h. e PLUMBING FIXTURE & CONNECTION MAN 0,6ZQ)P7"/a1-/ IvAs7- UIA 1c1>,Iro ZE Tie/M 8 Lm1+,ekIs D/,e8cr r CGtD N!fG M60E1 I�IF6 MODE' I.vC WATER cLasE r Y2" Ra/GAS 6318 4,YA1 Aso Wy/TE,ENLGN�i9TF�� Ti'}//� ry�E LAV LAVATORY / yy Y2 �12, 30Of- koHto5,e K6883 wA`1TF, sELF P/AA11Ao6 13 T 9,47-,1Tu$ / %2 /z" Y2,, r, 2zo¢/Q s I<687 2 wH/iE, sL/P-�f�ls r 6`0 TTaM S N- S)gow rA 2" It K 7g CoAV,,j s r 7 pi9-,Al, 6P P,,eA/N KS h'/TG!/E/JS/�/K 12 Y2 �2 C3PA 32¢ t� k689¢ Dal- CaMP� 20 GH 11NOE/eGa.4TEL) 31}61-E WM WASH/NG MA4A4 12„ FwN ELfG,' E.e ftre %'Pqr 12 %¢ JA4k / Ucoao�s w,arTs /OUxL ES yRy 4sh Rk tAj aa✓ 2s«r��Nr HLUC HCAAADWATZQCG 12 KGHLE!? K3S28 l-ee omz %53 W/Ji77,! N, a�/ ATEp N �/iP0'L t3 U EN l't'a�T sE.9T UR UR/N,4L 2" /4" // K9590-r 5L6AA/ /k6FYy Wfilre,, WALL HUA/6,fGvs l VgLVE OF DR/N&1NZ;fiVN7A/N , /%2 SUNRoc- 5 3 , i W,q L L HUM G Non/ RE roA /16EQ,4TEO 60 , 18 CHA/"lq I t 314" w, 14, / %2 , l%2 fl Zr IY2le 3/4"TYP DRA/A' PAA► ;,;�e ,/ ryp C CIO, JIM RISER DIAG. SOUTH HALF s tp i N.T. S. y[ t V J4Y� E 4� -x l a l a VAN GOLDSMITH CONSULTING ENGINEER .._.� rI a� r�in,, , I SCALE: APPROVED BY DRAWN BY DATE: 5PO/EI[JOB 10! SAND DOLLAR TOWER DRAWING N p— i A r r w k{k AT FLO,�: TOP OF x TRASH LL CHUTE TRASH CHUTE [ r`0 SCA'.. ' I� 0>w 3,rl SERFAGE FINI5HED GRACE 4 MARKER s�rgY 9 h A ©'V t� `T �.. Yg REC.E 59 FI �4 tJTH HANDLE ,ass 1 a ^ ap H 'iArUUM BKEAk 1�14 GAV RAGE" -AIL I. ` 0 a -+st+` 4z4k ° it g ax s>b v g'Yt`C'S�i Y'4'miy*F' r h,,: xr` I A 1 q F L u� 5 w� ?Y k T u � k xy � - '7 ANGLE+VALVE \UJ2'/f, x I t/27REDuc� 2'AI0 BC RATEQ MIts 51 ZE 5 LB. a5F FIRE EXTIt�GU151ii�,:` , r 0 5 GV (' i Na rt Y� �x c9 WATER HEATER J�N~_ z I�r PLUMBING LEGEND A SANITARY Y ° F erg :p x <` R PR URE TE.MPF_RATURE R E FIR { VTR VE 1RU ROOF LVE kv ar . nn*9y. a g lye$: GENERAL PLUMBING NOTES lompompow .1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 2. VERIFY LOCATION, ELEVATION AND SIZE OF ALL EXISTING MAINS (WATER AND SEWER) BEFORE INSTALLATIONOF ANY PIPING. =.:UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT' . BITUMINOUS COMPOUND BEFORE COVERING. PROVIDE SHUT-OFF AND VACUUM BREAKER TQ T°E:,`'.. FAUCETS WITH HOSE END CONNECTIONS. 5. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH Al CHAMBERS WHERE REQUIRED. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS TO PROTECT THE SEAL OF j. THE TRAP. i r::PROVIDE CONTROL VALVES TO ALL PLAINS ENTERING THE BUILDING q'EACH RESIDENTIAL UNIT AND TO EACH PIECE OF EQUIPMENT. Li VAN GOLDSMITH Al CONSULTING E NGINEER 9 SCALE: APPROVED BY DRAWN BY a.t DATE; 5 / 20 / 81 JOB 105 SAND DOLLAR TOWER l" DRAWING NUMBER P-7 I I1- ( yvxl 1 q. lr. FEEDER LOAD It A � 1 37¢00wX ,60 X 074 _ 14- f 4 h" t{ Y {�F.: TI h h it " '-' t... l� 20e X /r73 t � r I F ��r �4 1 ALL UTHER LO/4Dj it n rr'E r t 4y3 t E. { 4 4 � j4 .V, r 3- 7SOMGM /n/ EAGN aF 3- 4"o'� I /t' f "A 8 PNt ar PLUS 3- .2/0 /,*X¢+ y TNR� j IN /-2" WC ] =� EsIt �z FPL rRAA/ S O 00 m eY N M e 0i Z n /(00A O 0 k 0 O 0 O 2 O O O O 3-350r�cn�� /200 A 900A 4na O O k 0 O O O 0 O O O 0 STAND BY GENERATOR LOAD F//?t ?o/M P 2 / frvl`IahfSiMai , TI {f`- 3.�4 �Ailo, MIT 46o A N'° BUS S FUS E reo N � ' nePrrtsFER ,XLB'nAE)/r FUSE #i Sw t COn[rRGI[E[P 5 . To ELE✓Goy/rRo[S 3- l�©//0 �7�6 SF"E /Vo re2 /N 2 „� S 3-3/6 /#3 6 5 /N E,4GH 6 F 2 -2 Y,?" � 5 48 e E[EU % 9oA 1 .. 225A l2SA S M �, rR.4nrSrxR � wt G r 3_2SO MGM 90A " fN �'„�-,� It "o 3-310 49 /-l/0 //,i 2If 0 200A TAP 16 MtTEles . o X PNL 'HIf ML-0 'A Q, _ tt 200 A MR/N I II r` 1 {I[ i M A I 5 s r P I 4d METER ROOM LAYOUT 1/2Yy 1Y_0YY pn/ L MLO 3 ,y. EQUIPMENT NOTES /. TH4t 22,E A TA, A/Vs FED Sw/rCN /S TiY6 ;ELECTRICAL �'J FU,5 / 8 Z4 SW /Tel /600Ai 203V, 3 �e, /✓AF/" ,Af /, SA[ /11l14-s T. i' Y 7-i`E t/aoH SGu[TC,y /00,000 A/C, W/ Al00 A GLASS L FUSE /S Th`E SzAVic. T/vE 51,4v,C S/-/ALL SQ "D C,4T BL G 32//0 O/? 5/✓G/NI_F/2 ,4PP.PovFO Fl � 2� 5f}ME ,4S / EXGE/'T /2oOf} w/ /20o f+F[iSE 2. ONLY ONE ELE!/ SHALL 4511:Ei21477,e WNk/1 TIVe SQ „D,r CAT 32/20 F//PE plJ/nP / S PO wAF.R t [) f Y THE S T'An/q - !3 v .QL,G =� 1�/57`s LL 4T/oN 5�A14 �� h/ At::Il ,oA^16.E x 3 w, n��r�rt s0c/cam 7-S,,/2 3'�4, 1? .V /? r ni G A I- N M F T,OC- .E3 S FL C e. r IIA'o r�/s? T-/J R v -c LA2L . I&Ar //V CD. ® r R A n[ $ F E /t 5 h/ / TG T 0 F/RE PU/^P CO Alr/?0ZZER, 5UPIVAlE'o "WI .R e 12 elou fu: n J 0 VAN GOLDSMITH CONSULTING ENGINEER SCALE: APPROVED BY DRAWN BY V. E.G. DATE, 5 / 20/ 81 1 JOB 105 SAND DOLLAR TOWER DRAWING NUMBER IC _ 1 V5 iYe`q. J SIN aM ry y °F r 4 Y ¢� yyl 9 Yr a 'kk I"' x 4 T ' a.o 1ny Yam: �s Rod ^F�rf 1105 5 T V P ffi yy f" F p ! l lF 6 1 I a tson, L hw t Iml �„ U l Al pig 1t It 17n { ib y 7f y 1 Mc� �k p . r T Vlax v, s .. Pon " k �� FAIDA1rh'at� 7 7 43AcKB0l PLO I TEL BASK/3UAR0MOW 1 1 1 { t' 4� L v y It, TRANSFoRi�� R rr 5 5 5 V A)/. r- f ' d I ,1 1 m"WA0`:'t". 0 v v MEN i 1 PNL 6 ® 1 % S E2 i, s 00 O:2 7 �7 o e^ I ul ry I I , I I 0 0 do 0 � r = j i I .-PNL PNL 1 aaa :S u e v t h � I I 'fys I r31. r ;1 I N■■ WE HS J � Hz 14g NIA FS VAN GOLDSMITH CONSULTING ENGINEER SCALE: APPROVED BY I DRAWN BY V. E.G. DATE 5/2 JOB 105 SAND DOLLAR TOWER DRAWING NUMBER C � Z 1 1� r� i I f �k I 11 1 Y� k� � t f i Y V r ROOF PLAN - A/C ELEC. Ek PAL- RING qj, 1p, I�-01� 1 iit H[ iY 'A" J', E S p M + 'II 11 11 1 VAN GOLDSMITH CONSULTING ENGINEER APPROVED BV DRAWN DV V. E. G. 5/20/01 J 0 B 10,6 SAND DOLLAR TOWER DR P .3 I ply G�p l7 4-0ip4uiii�l � g E G.: M �0A i i 1 V }1 .• Y"�� Ifi IfY ei i � I J MY { x L S .}i r � tI f 91 I g-. I j I I it I ,$thy tr 1 a 3 # W s� V< 9L, {�{F I ppr F J t•I$1 I}� t"" u' h *y N I i s r; t�3k� ti t fi 1 ^y F ~4y Y i S 14 i Y I I 1 � " 1 ay i r ��.Y { A 1522 Q© HE EA45e U 45 645 3 4 AO PN( 643 / /W AA 4520 23 � i l�hl jp/F t p kI�RF r 4t N `t rt Ir�kkF�� A "4 d G F r V PI 4 iF { ry :II d i e l4j �tl�l�i B of 191 t 1.` to CTIVITY ROOM E L EO ACTIVITY :'�.,y, G irn $ y� L pS11ii 1�1I NY Y i 1��7I fF N �•J `' t07 A flrpp��pp�fFF S5y55y {R rd. �G��;M9iIA1tAiv`i�Ni`f t LL .It b OI(3°� F e Y4 ) 4621 t VAN GOLDSMITH CONSULTING ENGINEER APPROVED BY DRAWN BY D.H. 5 / 20/81 J 08 105 SAND DOLLAR TOWER DRAWING NUMBER I I I I I I I I F F101 F F F F h FF I F /2"C: S S S S F SD S 3D SD SD F SD S[ �rlrl � �wurlwl � uur 1�1 � u��r lnl I lwu• �.�ANNUNCIATE EACH FLOW SWITCH -; EACH TAMPER SWITCH , EACH APARTMENT DETECTO " EACH STORAGE ROOM S S S S S SD SD SD S S S S S SD F EACH ELECTRICAL OR MECHANICAL H SD _ E F` OR LOCAL ORDI iD SD SD SD F q. SD SD SD SD FS TS F F ACES As PE(2 N AND GND. FL. ACTIV. BLDG. BELOW WHERE ALARM IS INITIA [1ANCES _-_-------_-_-. _ MFTFR R ,.. RM TWO FLOORS ABOVEF��nnrONnTad� .'EVACUATION RECORDED MESS " TEL. BACK BD. '4' x8' x 3/4" PLYWD. I a 6 TO 3/4" TO ELEV APPROVED GRID._ /MACH. ROOM x 1 \`2" PVC STUBBED OUT 5'--6" BEYOND BLDG. LINE a CAPPED TELEPHONE RISER DIAGRAM N.T.S. NOTES I. ALL CONDUITS TO BE 3/4' EXCEPT AS NOTED. co 2. THIS LAY -OUT IS PREDICATED ON THE CONTRACTOR a RUNNING CONDUITS IN PROPOSED CEILING. STUD m PARTITIONS a FURRING ON BLOCK WALLS 3. EQUIP. 8 CONDUIT SIZES BASED ON PRELIMINARY DESIGN a GENERAL CONDITIONS, IT IS THE RESPONSABILITY OF THIS Z CONTR. TO VERIFY ULTIMATE SIZES a REQUIREMENTS W TEL. CO. 4. IDENTIFY EACH CONDUIT AT BACKBOARD AS TO RES. UNIT SERVED mz I , S F 4P . R 00 Fft Sg g VISUALa AUDIBLE ALARM' SIMPLEX a 4050-80/4050 LF HORN FLUSH MTD.(TYP) I I 12th FL. �TIE� TYPICAL 4th TOx "' } - th FLOOR 5 F F/A PULL STATION S SS SIMPLEX" 4251-20(TYP) - SD SD F F .p 3rd FL. S S S F APT. SINGLE STATION SMOKE FIRE ALARM FUNCTIONS DETECTOR ANNUNCIATED F F ONLY PLUS LOGAL ALARM. ZONES ONE PER FLOOR SD SD 2nd FL. SIMPLEX ' 4259-19 (TYP.) ONE PER STAR (APARTMENTS) ONE PAR F. —STORAGE 1 1/2IS C. r� ANNUNCIATOR ------------ 4315 T� Y" BEYOND BLDG. LINE a CAPPED T V RISER QIAGRAM N.T.S. TV CONDUIT SCHEDULE I. 1/2" C. 2. s, .. 3/411 C. 3. .55' III C. ) 4207-E INSTALL IN COMMON ENCL.OSUR UXI.ARY.CONTACTS .FOR ANNUNCIATION 91 VAN GOLDSMITH `► CONSULTING ENGINEER SCALE: - APPROVED BY [DRAWN BY D.H. DATE.5/20/81 O B 105 SAND DOLLAR TOWER DRAWING NUMBER C— Q s , I i i I I k. I I 4 Y r, , -i I I I k r, m v x I tli I I G r 1 I F i I 1 , ota:e;a D�l 0 %i1r4 re a8 l2th F/oor �'•"lh �F/oor 9 `h F/oor 8 rig F/oor 7 th F/oor �f�i Floor 5 th F/oor i .3 th F/oor GroU/7Q/ F/oor CD D I T-6 D3 VENTILAION RISERS N.T.S. TYR VENTILATION RISER N. T. S. VAN GOLDSMITH CONSULTING ENGINEER SCALE. APPROVED BY DRAWN BY D_H. DATE 5/20/81 JOB 105 SAND DOLLAR TOWER DRAWING NUMBER A 11n - 1 / Fu M1 re I � ]r I z a � y n L F 4 I I rI ! F J y l IY 3101 D uc i'S,=o' y� 1 A I } J � 1 U(REV.) NI A a B UNITS { I Q M 11 r .w j C my� UNITS E a F (REV) VAN GOLDSMITH CONSULTING ENGINEER SCALE: 1/4 1� 011 APPROVED BY "DRAWN BY D. H. DATE: 5 / 20 / 81 JOB 10 5 SAND DOLLAR TOWER DRAWING NUMBER A/C- 2 i VAN GOLDSMITH CONSULTING ENGINEER SCALE. APPROVED BY DRAWN BI V, E, DATE. 5/20/81 JOB 105 S AND DOLLAR TO W ER DRAWING NUMBER A/C - 3 E-4 a P-3 £ Y ? f} d b y t I I `rip k W 4 k: } u I 4 4 f J ,i. 1 At l 1 z ' ', i t 4 : �Y� ru `� qF w�. #x,-; £ `ry � •' �4',� t J s.,T m a#- nn ti.JHR�•*v#a .��i�U�✓�"f��+� ..2: S"^,m 11 Jh i { I'd } �ilAiJ • k }} p y., £A fi4 f YYYpy4 A' fJh J4, ti f U3IdAh�Lt 1 . A .�{ A .Ir • • • 4 y&'„{ , ,p ,g + ,Jg3NA • • �• • �Rh�ll 1 41fi .9Ew 51 p } . MI m iIR Hq k fi � I 9 aiS jr fJ�1 n � tl� np J i I I �a"��i@�all{ Ar I'.Ni 1i�A"`�F^.C� I 0 � kgSp4 J 1 MI`,_ rcwk w " 5 A. M" M3- d b t 4 rSrk = 3 p y � I` VAN G0h SMITH, r a; CONSULTING61NQJNEFHll .' u} c SCALE' APPROVED BY DRAWN BY ' I DATE: 5/ 20/81 _.4, IJOB 105 SAND DOLL, 7TOWE R + DRAWING NUMBER „ ,,, �.„ _, A/C-4