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HomeMy WebLinkAbout068-320-034�- -w.w��.y.w.'�+...:,:�:'i:fi-.::gdkuwww•�.....,w-w.rsx=w,�a.«�-.,.�-. ,... �. - : ,. ,... ,. y, :..,.. i i j �nternatio[nai �onfer e:nce �fBuoidin Cff�cas g iI 77 RES REPORTp Report J . oa .iErCy, 1982 ' riling Category: SWIMMING POOLS AND SPAS' `tIlNYL-lLIN811) IN -GROUND ltd SIU]ENTIAI.: for a; iyp#rule"crass section al'the pcuils. The"bueklili plaenment and the SWIMMING POOLS filling or the roof is to be accomplished concurrcntly� Tht vinyl finer, is HELDOR INC. 4truchonr to assure tawlurf lconftti manufacturer's UNC COU Y i QADiES, anstalled sinnt�thnwaterproof' cc cn g pool tl Wall and bottom ' •, lvi13Ri2IST0�'ly,,_NEW JERSEY 07960 + 1 surfaces All' lumbi" .and efcc`trrctil ct uipme it and tl cir installation "Iasi l: Subic Vin I J ' . - Y wined in -ground Swimming PUgis. c*�shro ni to the pluriib ng, and cicctricul cedes in cfr`Pet lit, the co"Struct c'n sttc.'l ltc pp"ul sissy. tis' installed without a -soil invesjigstitrn by' u quplif cd soh#l5'rrntNncct `prlivided norp of thR foltoWinb coiailitlrirrs. is ncauntcred ;+ Uescript]oni A, General: The swiinming pools consist or vuriouti and,the sitcjs approved by the, ,llrcal bttildmg olfieir,ss,.: sizes, shapes and rdcpths and are intended tier use .s rescdcntial in-grxtitind 1. tx#stcnce of gru' ridwtiter within the depth ofthcpool excavation. swit»tnin i�dols, Sec Tub1cN g ` ,._ o. 1, The general construction entails tion. rrestall:ttaon of g41vanlidd steel wall p.►ncls, g:llvunixcd steel excuva- 2,-xistencc ul' yin uncttin :ictcd fill in cuntsr- wt� , portion ' angle y P f` any p than of the <' 4' braces, installation of pumps4,niters, elcctrical lighting, etc.; the pla:ci one-piece vi yl liner and back till#n,t and a walkway beam pool. P ig,of Existence of any ex 'ansive or adobe e� Y P o t soil at or wrthrn the at the yP pour#ng' o . `The steel t p l wall panels are No, 14 gauge ASTM }1-529 (' :v,anixed sire! confines of thw,pool area, aVailablc in Sial{lard sectrans of fect.b nrches:rn het ht h• Ir feet #ri ten th. 4; Existence of any sol] W Bich will not support the walls of :exca> at'inn Pp Stati!aard panel size fair the, 2-foct pool vers#psi is 2 f t () inch by x ct U at the desired slopes, " • t mlcilength Witn a Z stiffener Inches 'rich, The�,. .nc sands are reinforced t,li Jed, in 5. Location of the proposed Pool cxcavatlon so that #t waitrld have 1,?' . �ptia to the back face of pane ls, The steel wsll+pancls titre by bracing , laterally tendency to cndan<,r adjacent Structures, .•up;iorted a system tit eacii jganel�otnt, ,typically (t t'ci;t can cciite r. [f one or mere of the above.conditions,, is crrcountered the e e%vi atio fa I the panels are joined by ih'/w-inch by 1 •mch.bolis at each punill dint.{t~or ` . the pool shall cease mmediatcly until the specific conditions at the site 'have � ;. a rurthet mforination,; refer to Fi ures Nos, ,, 1 2 and 3, The" . cner inyl rs a . }« been reviewed aril rccominenttutiuns made b" a,quali'fied toils eng#neer, l p ly chloride liner manufactured by Tctinrco Chcmic polyvinyl ala. musttcrnurn-furl of water at all limes,, A permanent sign rs to be attached The pi+ul The engineers' report ofknis ic,v#Cry and fctnmlttindatioti,utc to bc.subnt#3- to ted to the building ial t��#gg offit jurisdiction and his iapproval must be q '. 't site pumping equipm nt and read as follows; Notlee. l'co14i to remain ,rul] of wiatcrivall times. ,00ol. tifa'k obtatiied� prior to continuance of hiswork, ''The pcols are intended for imtallation by only factory tri#neo anJ, approved distrib itors and In strict t ids #t,.waccrlcvel is till g y . �." awed to chap bciciivppof Inlct� compliance with the rcgwr'emcnts of their report: t� cirable dritivdoiyn: in notreed, .qi jl' a bee►>tits',a �ecessnr C, Tdentifleation: The pool components arrsh#pped in cartons identified ccs clr un t, I ..:path,, or►tact Eleldar Assraciatcs,' lnc.� yp : , by and address of manufacturer.und pool, model desighat on,IT } r! b tt�tt ents,for ins tructlpns , installed. ad scent to the ubovc� rp-n J ,,el, Evidence Submitted, Plans, 3 delineations and manufactarer s by ih P i#censew� ivibt G h#s namc,',addre sc and telephone number- uistallahon in$truchuns have been submittcdj y r s B. installntlon The cite for the pool Is inI0ali cxcavated to re Y ;grade K"ow the vertlrul wall ass's• The site #s ovdrexcu4uted approximately q circa iFlndin9a ` � Around the perlmetct along the vertical wail Bite. This. permits ; the IY,, "Frndin s: That Held& Industries Vbi, ,-iined.In-ground Swim- tning Ptaols ria deserihed in ifili :nstiallatlan of tile! panel$ Land tit" A -fraise brae tag systems Land allows for ati report are ,11tf.� Mute methods of con, - 4 �ns'h-niininuni concrete beam, which . poured arpund the per#meter ot" structiou of swimming pools antler the i974 tlnli`ut tYt wilding Cpde�'4 of the panels and encases the: A -frame base and the: Stec# stoke subject do the following cpndlitoiis: ,, st,ps+ort, Sar, pools with 246ot .panels, concrete #s 'placed as Shown in L Materials and pool installation comply ev%,tt tytis report and the Scrt kin ,F� of Figura No. 3. The fine grading taf the bottUm ut111zes a 24mch • tneanufacturer!5 rccoirttnetittatlons: � r+. , minitiium Cp13A concrete poo] base agglegaW manu]ucturrd. by, lbrate to W..R, 2, The electrical and plumbing instillations eornply' with tide t and �pp�Icd t4�C slopes and bottom oeibe b pools as respective Bodes an effect at the constrtrctioi site.. T k, cominendc by :hy d y a , fvCtUrdr S in5irilctltins, T'f►e and clectritatequtpment.Is installed #inra rdlaid 3 The huteis arc.;Instailed by Ilcenscd, tktory-trpined;lnstallers iy plumbing rn the pool, UVVroved by Heldor Assoeiatrsr Inc. ' n x resisti he base of thcrside wail pancls;is:4 nchored in 'con `rcte`footings hr ccmilting vc tical and lateral loads, itcfer to the p.tpt Bed tos drawing This report is subject to �e examleiation In two yeat's, hep kk, i pT o ^ r- BUI T ON f 0, k -V:R v F 4Ct,x + ret +nom �H: crr�rxgr° y, i i 77 ret +nom �H: crr�rxgr° Ilk Ir -w I In, X, I l! I I'll''A 121 V 1 3; 71 4' vi I I-, iml` 0; L I m Ww, AUG, 9 C�`URACV D:41F CIR111.0 c AC C, nn --7—r-777, T' 7�4 vj� ev, TR " , I , . "I � '. . " : , 11 "", I I p., ? vy �:41,: I W1, 7 F7, 1w?"17 f: Ao if io, - 4l 77 0!, 7777 7117 71 A TYRICAL" FRAME PUMP A PUMP AND MOTOR MOTOR 4FILTER FILTER )X if SHADED PO RTIONS I M M E -Ar 'I �fo? 1, � I , I ; j - 4 REPRE$ENT r q KIMMER DETAIL SUCTIO I K-1` UICTIOI AT Q -TAIL SUCTION] -I,,, $ 3- t `� FLAT AREAS MV7VS� L REPR14�$ 3 1'19 TYR CORNER iw� N SUCTI-C N TYR AT C 0 RIM, E R -_, - , , , , * % k JIL uv "p if,Ilf "i ETAILV i ­P fool l % f TYR 8 f, Nl 0 '"LACES .48 V. In q If "if" ipx FRAME -If i 4' Y j f TYPICAL AT f, fir �E I % % V4 � "I -, 'IN -1 $M- ALL JOINTS IN PANELS it v RS) (EXCEPT CORNE r," 'i'l- ivy;, IN 1'. fl `I� fl� lee 01 L — >4 - -f, ool F7RAMr. RETURN roll' 01 'A 41' 5 3 4 TYR AT A4,4, f TYPi JOINTS IN "i,) ej SHADED PORTIONS SOLID LINE ROKEN LINE REPRESENTS 'q R FLAT A �j - Of T m REAS ARRANGEMENT OF COPING SEW - I lt zf�tl 'I 1A F POOL BROKEN LINE REPRESENTS Ai� 0F* POOL ARRANGEMENT OF COPING PLAN OF POOL PLAN 0 X41CIP. Nfol P LAN DO NOT S'-ALtl' L - If DO NOT SCALE ...... AVAILABLE SIZESt LAZY 'L 16 x 32x 40' GRECIAN 16'X 3 2 16'X 35 20'x 4 0' STAI'MOARD RECTAN LE 6 t,,, NJ 11 2, iTip �,j -0 1., i'� t SHADED PORTION j ' RE, A SKIMMER] FLAT A FRAME SUPPORT SUCTION KIMMER (TYP WHERE SHOWN) SUCTION SHADED PORTION V, �REPRIESENTS SKIMMER A, 7, SUCTION 4 k, j,`ii, 7 T,� j: + FSHADED PORTIONS y �7'�REPRESENTS SOLID LINE LK �FLAT AREA 13' ARRANGEMENT 7� OF PANELS j 7 A,; kr ON 0, Irv, AMOK �X, f "rik t D1 It Y ij '600KEN LINE q01 In LINE REPRESENTS k -,N, �t, � � � NN-, ;Ali I V, REPRESENTS iARRANGEMENT A r LT,' li., s:1 At [Or COP1146 Ilk 00 Iry 4 \-4RETURN: 71 -, if RETUR OF PANELS R rURN �v, �,il DE 1AIL IJ R E TUR I'll BROKEN LINE E AV 4­,i� 1':� TYR 8 'A' FR ME AND BASE e TIAN I k FILTEF31-," [FILTER ` I OF COPING ARRA PLACES PUA C'E N GEMENT' rif PUMP AND z MOTO w k 'gp OF POOL R f AO I �"D, '' IUMP AND "LA" PLAN OF POOL MOTOR ot p ­q DO NOT SCALE 1-,4 A AVAILABLE S I Z E S: 43- '-3 24 L '21 33 OCTAGON 2-0, F LAN OF POOL PLAN OF POOL NOTE NO 'A' FRAME REQ'D FOR D� NO '107T DO NOT SCALE Yi SIZES STANDARD Vi WAL 17'x 2 -m FIGURE EIGHT 22'x 40' REWD OTE NOW FRAME FOR STANDARD SIZES W", it, 'IA j 37, l, SHADED PORTIONS rn fill, !A V111111, All ICI WE- Al' 8 `1 IT DETAIL LAT AREAS TY SHADED PORTIONS TYR AT (TYR WHERE SHOWN) 10 (TYP WHERE SHOWN) MER r SKIM TYP EA. SIDE SUCTIO tg, l v OF STAIR UNIT SKIMMER ;�A 'IME -R, SUCTION ."SH N tip 200T.T., NN, ETURN X j 7 4v� Az Of SHAD post, f R�TION SHADED PO ED PORTIO REPRESENTS A I ,® tk 'T "I" E A LN.NAT ARE ­A� LFL AT AR E A "N' V Y, f4 Z, 1, �51 j -�RETURN ol� QK WER SOLID URN RETURN VI"i .14 1 J r'll, �V _ �­v , kl 10 A q BUI-TE COU RETURN, LINE N1 0 CTION FILTER ENTS BU I LDI, &11 l D OF PANELS L31 FE f Z. "4§ET1 IRN �EMENT KIMMER ARRANG FRAME SUPPORTS UCTION A A F P I (Zo,' V r,�* 4) YP WHEOE SHOWN) NE FF I LT E R i-,WUKEN LI FILTER V-­ RETUR rVEPRESENTS SOLID LINE REPRESENI AFRRANeEMENT OF PA N F, MOTOR 'd J OF COPING tm-pi ANO a, -V, I t:,� Il AND 4, WROKEN LINE REPRESENTS AND OTOR PUMOR MOT A; ARRANGEMENT OF COPING L LAN O.E.".. '"N . ..... L P PLAN OF POOL RA 4 E RE Nil S'CA DT SCALE DO NO DO NOT SCALE DO NOT SCALE NOTE ell F OR VTANDARID, K 'o "'t :,e 1; o - i�V'4 -'irjk� i-1 71 1471 X ROUND 2, 0 "T eo Y ECONuMY OVAL 18 u35' KID EY -042— �f; k� ii IN 41" v ............... �. mm --j" 13 ! "WK mw ""psTipwo, af-wqq�lw mk j, 'k AiN I 7 12 IIf or P,�tcro -Q# coil you for tho In pAr47,u orld th sfin Til -i Mi- 11f I I Z� M V4 U �04 v 9 za ozi 01 9T 01 U4 Oro '00 98 te 04 94 RVA'* o F� ff-F fT fl- i I77 I7 7 7 7( II7, IIIIIIIIp 16 I" B 0 Ll"s STOA00, I -IT WIT! 14 GA. POOL NUT AND 2 WASHERS 51/4 IIIWALL PANEL NER '00 VERT COR IIr ILL ER 1L Rv 14 6 I0 TOP CORNER BOLTo NUT FILLER 4.jj AND 2 IWASHERS LONG 6 RADIUS 'IT SOLTvNUT"___� FILLER IWHERS 71 0 0 11 -I.—IWALL PANEL )OLT LT I 6 x 2 Z4 E 45 ASOX 147, I -J 14 GA, FILLE�' NUT,WASHER, I4 OA,, POOL WAL AND SPACER PA NEL 14 GA. POOL I,77 IIiIIIlIIIII/-4[A LU M. ?)NO IItICONCRETE "R C (BY OTI IS IELF DRILLING J%, V10 efi$ ALTERNA'TE DETAIL B RIM LOCK COPING DEl­rAIL A I- - 9 00 CORNER 650 90 CORNER 450 900 FILLER FILLER ASSEMBLY PANEL ASSEMBLY ASSEMBLY t318 16 I" IBOLT, NUT-` 41 - 011 MAX. 0 MAX I< �4-j STANDARD TURNBUCKLE AND 2 fleR o.c 'ryp FTYP PNF1 qT[F:'I=FNFPII12 GA. 'Z' SEE SECTION LFOR DIMENSIONS IIIL IIINrzL STIFFNE*R IALTERNJ IIWELDS 0 N SIDE OF' PANEL, I LONG, WELDED TOP AND BOTTOM AS SHOWN AND ALUMINIZED ILCOATING OVER WELDS B I----fFILLER COPING CLIP UM CURVED BOLT, Ot WASHER a NUT A %L COPINO IWELD LONG IISTRAIG HT BOLT, 'MJNIZED,,, WASHER NUT AND ALU IIDETA L D COATING OV.S.11 ELDS (TYRY\ CORNER CONNECTION W N ITYPICAL z I12 GA Itj 4, PANEL ST4FFNER T14 GA STEE NOTE- PANELS ARE STEEL 8 PANEL ASTM A-529 I0 WELDED CONSTRUCTION E ALL GAUGE STEEL TO B IGALVANIZED AS FOLLOWS 21/8 1 6 I" BO LTt PANELS - IN ACCORDANCE INUT AND 2 G-165 WITH ASTM A-529 WASHERS COATING CLASS TYPICAL PANEL- STIFFENE- ALL OTHER COMPONENTS (STAIGHT WALLS ONLY) 'rYP 14 GA, STEE IN ACC00ANCE WITH ASTM -525 G-90 COATING CL ASS 3 A PANEL END BEND— IIDIMENSION VERMICULITE ICONCRETE IIl'A II18" LONG RE -BAR E D DRIVEN IN UNDISTURE EARTH, USE HOL.ES S, 0 IN PANEL BASE IITYPICAL WALL SEC ItINS"` LLATION NOTES IWITH C N LEA EARTi FREE OF ROOTS AND DEBRIS 1. BACKFILL INSTALLED IN LAYERP NOT EXCEEDINC 9" EACH LAYER SHALL IBE PUDDLED AND C EFULLY TAMPED TO ELIMINATE VOIDS. FILL IPOOL WITH WATER URING BACKFILLING. WATER LEVEL SHALL NOT DIFFER FROM ACKFILL LEVEL BY MORE THAN ONE FOOT. IIH; LL SLOPE WIffi, FROM 2, FINISHED GRADE S COPING AT' A RATE NoT LESS THAN I" R 6' WOOD DECK IF USED, SHALI BE IIINSTALLED IN SUCH MANNER THAT DRAINING WATER WILL IIIFLOW AWAY FROM C PING. ISICNED FOR SURCHARGE LOADING. 3. POOL NOT DE IIIIII. ASTMA -529STEE A 42oO00 psi fs 25v2OO psi IItII5. GRADE SITE AROUND OOOL AND USE INERT BACKFILL TO LIMIT IIEQUIV 1ESSURE OF SOIL. RETAINED TO 30 psf OR LESS. FLUID K IALENT IITIItIIIIwoe, IIII I IA FRAME 10 x 3/4 COPING ND WASHER '5 x PLATE V- 4 SENT ASTM A-529 STEEL, 'A LFRAME 'BASE STEEL AN' GLE ID RIVE STAKEE L p I N 0 T E V E R"'#�. BENT TO 'EACH PAN.Eif GA. x x 2 x I V,4 ASTM A-529 S5 ANGLE - 8-0 ox, MAX. E A E E ALTERNATE (ASOVE) IAN GLE DRIVE? STAXE I/,nV2-< T YR IitNOTE V F. R T.' PLAT BENT TO 45 r'tH p NOTE ALL 8 A C 1K FJ 04� SHA4L SE SOIL A BASE -H I 1 4� g 12 G A. 14 GA4 At -529 q9_1_4 1* �STM A fi,$" II LI IIIIIItIIIII IIIII IA FRAME 10 x 3/4 COPING ND WASHER '5 x PLATE V- 4 SENT ASTM A-529 STEEL, 'A LFRAME 'BASE STEEL AN' GLE ID RIVE STAKEE L p I N 0 T E V E R"'#�. BENT TO 'EACH PAN.Eif GA. x x 2 x I V,4 ASTM A-529 S5 ANGLE - 8-0 ox, MAX. E A E E ALTERNATE (ASOVE) IAN GLE DRIVE? STAXE I/,nV2-< T YR IitNOTE V F. R T.' PLAT BENT TO 45 r'tH p NOTE ALL 8 A C 1K FJ 04� SHA4L SE SOIL A BASE -H I 1 4� g 12 G A. 14 GA4 At -529 q9_1_4 1* �STM A fi,$" II LI IIIIIItIIIII IIIII LI L AMvUt O -V m IIII)N AND FRAME IIIIll, t BUTM N WIDING �40 IIIIIIitIIIIIItIIIIII I IIIIIItIIIII IIIII L AMvUt O -V m IIII)N AND FRAME IIIIll, t BUTM N WIDING �40 IIIIIIitIIIIIItIIIIII I IIIII ��; ,: ,. =1 . �_ � �' i _, .. � �. , it �.. I �. � i. .. :. �, -. .: �� � T �� �� -,.,�� /�` .. � � � r .', is .' ii �.. .� --� is ��, ,., -� ' '� � � .. �,' �, �.i. � rrwwna f vr� t4 '� w � i MI.. 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