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Daylily, Dwarf Gold // � � _ -- -- --- � `� -- -� _� �` P e re n n i a l P 1 a n te r E („� �j � 3 Leucanthemum superbum S�luer Princess Daisy, Compact Shasta � �� � � � � rr � � =$� � . , . . . . . . . . , .. . . .. . . ,,, . . ..., . . . . .. _ . . ., . ..,. � .,..,.. ........ r.. . r,;".. �. p■ ,,y-..Cyi .. . .�" .� . -.. : . ��. . . .. . . . .:. ",;,�..;.. . .,: ., . � . . . .::�,.... /. . . ' l . � � .. � �. .. � ,_. .. _. .. . � _ . 3 Lupinus.R��sell Hybrids Lup�ne. mrxed . E , , •-:;. .., � ; ..: . r . 3 . � ( � , ( � _ .- �_.. . :: .=a .., � °_ , R���v� �C"�� � r" ���- ,_ � � N � 1 � � � � 4 Malva alcea 'Fastigiata' Hollyhock, Minature � ( !f � � f ' ` �` , � ( ,' W � 7 Negeta faassenii 'Walker's �ow' Catmint, Walker's Low � I r�� ! I � � ; ( ( � :„ r"l, � , � � � 3 flsteos ermum 'Avalanche' Sun Dais Avalanche White Dwarf � � � � ' ( 1 � � j ( � , ' � Ad d s h ru bs, trees a n d m��c�ed �-��i � � � p Y� 4 � r° �f �..,,,. *� ,� „� 3 Penstemon barbatus Penstemon: scar(et, purple, mixed 1 ( � I � I ( I � �I"� `r'" � . �� H c^n 10 Penstemon pinifalius Penstemon: scarlet, yeilow 1 I f � i � � � � � � �'�v ;�`J L;'� pe re n n�a I s a ro u n d trees & rocks � � � w 3 f'enstemon x maxicali Penstemon: blue, white, pink, red 1 � I � � ( � � � �� �• � ', � H I , i ; , �l.� 4 Phlox �}aniculata . Phlax: blue, white, pink, red I I , � ( + � ( � ( � ( , r - - � . � � 8 Prunella laciniat� Lacy Self Heal `' i I � ti � � � I ' � ( � � " '" ; :.� � ' � ` " ` � {� 3 Rudbeckia fulgida 'Goidsturm' �lack-eyed Susan f � � � j j ( ( j � 1 '� �`ft � *� �� _'` � � I � � �'-�-+ 3 Sedum 'Autumn Jay' Auturnn Joy Stonecrop � � �� � � I j I j � t r:.,,. � � 2 T a n a c e t u m c o c c i n e u m �ai s y, P ai n t e d � � �\ t f � � I � � � I f \� � � � � � � � .. GROUND CC?VER� I I �� �� I f � f � I { �\ � � � � � � ;� 2 Ajuga reptans 'Atropurpurea' Garpet Bug(e, Branze Flats of 15 � � 11 � � 1 � � t, � ( � � � � .. PROJECT NO: lro0b-l� 2 Delosperma floribundum Starburst lcepfant, Starburst Ffats of 15 r�-=-=';,� � 2 Delasperma nubigenum Iceplanfi, Yeilow Hardy Fla#s of 15 I I /f�,��P `~� �� (` 1 'i � ( ' ' � � 2 Galium odoratum Sweet Woadruff F1ats of 15 / � `� � � �� I ( � ( -!- � I I I t / 1 R - - --- -- -- -- - -- - IE ;����{� �� ° 1 S�dum rupesfire `Angelina' Stonecrop, Angelina Flats of 15 � ( ( � � } � S I � � F. ` ����� �, � �, 1 Sedum sediforme Turquaise Tails Stonecrop, Turquoise Taiis Flats of 15 � � �� � J 11 � { � � ( � ,.� + ���`����� �� ����� ��� w w 1 Sedum spectabile Indian Chief Stonecrop, Russet Showy Flats of �5 ( ( ,.,,,-�"1 \ - --- - -- -- - --- - � ��"''��`� . � # �� � � �� 1� �� Il � ( ( • �� � ��.n � � .,., � `�� �� 1 I I � i 1 � D ���a � +- � Sedum spurium 'Dragon's B1ood' Stonecrap, Dragon's Blood Flats of 15 ( I c" '' � � � ,,,, ( I ( � I I I ( � � I � � �a � � � 1 �edum spurium "Voodoo' Stonecrop, Voodoa Flats of 15 � � � �� `�1� �'�=�.=� ( � � � � I 1 I ( � ( ,�s� '= w 2 Tanacetum der�sum aman'r Partridge Feather Flats of 15 ( � � �� ��,� ,.�� ( ( ( � ( � � � ( � ( � ���e � o I 1 ,,, ��� '`�-___..__-'`" `��� I I I � I � � w;�'^;ti � � � � � , � � R �; +_ i LANDSCAPE BOULDERS ( I �, � \ ` � ._.._ ._.__.... � _ ( 1 ,� � I I ( ( I .. � ��>� �, u�. a �♦ II r \ � � � � — - - -� � 4.�-,.�_ � �_�_� � � � s� � � � , L --� Y 1 {- -- -- �� New bc�ulders to match existing 2 - 3' -j�'� � �� �'�� ��� C � � _�_+ r� �'�,�-{'f --- ( � � � -;" t� � � o i I 1 � 1 � �-_ _ _- ' - --�-T� ------ � � ° � � Existing boulder ---- ` f / � �J �~�f ; �J�_ � _ J a C 4 ^ C �, � s^ � � s l t J � ,, � � r S� { `^ 1,..�f 1.� 1CI lJ.i LANDSCAPE AND IRRIGATI{3N N4TES ° - � `°� I � �• _ � ~ m a Q � ' �'} _� ' � t 1. Cantractor shal[ verify all c�ndifiions prior to commencing work and shal{ be responsible for becoming aware of f '�f�"''Y 1 f �j�� �1 j - t i ' ;, "� �'`` � ,J H� all ur�derground ratilities, pipes, structures and irrigation lines. The contractor shafl be held responsibie for ��----� / � ¢ � �, contacting al1 utilities companies for field lacatian �f al! underground utili�y lines prior to any excavation. � ° � �' � � m Landscape contractor shall take sole responsibility for any cost incurred due to damage of said utiiities. W � 2. Soil Prep afi perennial, annual and ground cover areas are to receive 6" of screened well rotted compost be � � � _ be integrated into the top-soil with a ratotiller. {� � 3, Irri ation S stem is ta be a desi n-build s stem b the �andsca e contractor. Pravide 12" a -u Rainbird ��r������ ������� �`�' — z � Y 9 Y Y P P P P spray heads for perennial & groundcover b�ds and drip emitters to al1 new trees and shrubs. Guaran#ee � system for�ne year from final acceptance. ��} ��� ���� '�'..�` �� �}u n i pe r Perennia[ Plar�ter D ��e perenn�a s �� � � �� ' � �� � � �� r���'�t �.�.�.���.� t�J` �� � � � � � � � � � � � � � ����� ��� ���� �� � � �, � � �- -----� �---- - -� �-____ -� �--- ---� ! '. � � o � � � F � � � � � � ����C ""' ��' q � � � � < < i � � i � � � � i � � � � � r � � � � � i � � � � � � i i i i i � i i � � i ! � � � i ii � � t � i � � I I I { I 1 1 I � � � L____ � L ----J L____� L____J � � �' � � i f . . . . . � ' � �d� �`'� � °�,` a � � � v O °�r � �U �� f. � � � � � a � � � � � � CC���'fiC�� �' � � � H � � ��� ���� � � � � � � M � �t �p �..� o � co � � � � 0 _ . ,� a" °�` 'd � �� � �� 1,�1� � `C 1� � �� ��� ���� ��� � �� ������������ � �� �������� ��� �� � 'Q�� ��t�� ���� � ����AU��w �+-�� � �� '�(j� ���� �� U h����A���Zi-����J � . ��� ������ � �� . . 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T�IS F'�i�l�l`1't : . ::. . � . �. : �� �: �� �� .:� ����. � o . . � .::: , � � � �cr�tn ��ac��t�.• il��-m�� _ : 0�. : . . . � . ` . . ; . . .V . .. �0 .� _ . � � -— � '� � - - � . . -- . .. � . .- .. - .- v�CONR FLOOR �L.= 11�`-m" � � . �'� : '' . ' • . . . •`t. , . . • ' . � Z � � -��� . .. � ' . • ' . � � � — � .... . . . . . . ,. . . . - . '.t. . ..i J . . . , . . . . ' � � Q � :. . . � ��� . . : . �. . .� .. . � :. . : � . � .. �. .. . .. .:�.. , , _ '.. . � �.` a � � , �. � � . : F.. , � . � . .. ; .:���� . � ... . . . . .. ..a�� � � . . :�, , � �. . . . . ... . . . , . . I �� � , .• � � . ., , •.. � � :. . .. � .. .... • .�. � . � : • � . . . . .. . . . . , _ , � .• . ; . :' : ., ... . . .. . ; . . . . • • ' _ ' . .. . • ; , .. . :.. •. . : � .. ,. , . . . . . . _ . . � '� . . , �.. . . .. : �� . .. . . , � ���: t . E � � I . . . . . 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Z applie�i�t ih�ca�p'�e i��rfaca on�ha Eop su�Faaa�f ffocx and on#�t su�c�#walt,�R�fin�app�es onl�vrh�n CFS-�S�,�G.GFS-� , .... sk�s������,�sQ���rc�;����. ����� �,�� ��� ��� T1��3�v t0 �� �Tt�G#��D TD �U�41�fi I�ND�i� ���4t � � ���°�� �r� �XI��'Ii�l� ��'��L �TRR��Tt�R� F�lLTi�,t7NST17UG71t�f C#�EMIC�3.S,�31V{7E HlLTi lNG--�P6QtS,GP�s�FS-S S(��G,CFS-S Sll.�L(floors wth}}.�P6Q6 t�r FS-flt� 3 1-��'46 1-�/I� 1-�f 3.6 " � . s���o��s-or��������,es�s���,� �-��� �-����� ��1���� �-����� U,II�'�N S�'i24Y �li��'i�00�f1�1C� ° . a.. *��;�s�,p�a�s��t�m�u�.�c��sr��n r�r���a��s��p�r`r��,��►�,o��u�ce��,,:����can�aa�$ � �-a�� �-��r�s �-�r� �eciivelY �t-s� �-�t 2 ae�c� 3-1'� I���� �alings � �c�r u���,,ther� ���Aneee�i �'xi����o�rds, pc�t�sty�ene ix�st�lativn �xee�din� 5 pcf, c�z� pc+4 r�sc�c�yan�r�te d ' a � s ���s�.Blaticsn�r�us�d csvv�r tt��c�nc��te'ss�3��J�IO s���&�s d�s��z��as stat�d irt tta�fi�c�nt pf t��e�ir�R�sist�nc��ire��az�-I1"I.Ff�QC��-G�ILIt�.�'=�1��ti� R(��F-��3L�1`��a,ieeatt 21. Rcac�f insu�atle�r�. �t�rodua��+ki11LTl,lrtc.�r#�sy�# IS�L�4"TEI£I�"t°�R��'It3�tr�I.__°�'�ae i�-�6F',I-��ar"F'�,�ae II�I��:r�sti��ted�ar ext�ri��u��.T��e EBS c�r'T�ac�aclt�esi�•�I Elndetwrifehs Lahc>ratanes,It�c. s��l�r as c���t`rc�n�ie - ■ H���� �����t�� a'�i�$��'�1'1S JBCtit814yt36,2(I15 ������z�������������e�������-� � � �����'I 1' / ����� l �'�,�1��'��c ����'�C��I ��.G �n �'_�n DESlGN CRITERIA: ROJAS PATIO JOB #� 140�3-11 , ��� �� � Patio Live Load {Snow) ---------------------- --------- 100 psf �, ° Patio Dead Load ------------------------------------- VARIES ��,� q i��`��;•, �'^'�--„ "'`�--�.. t. � "� � 'S' �,�°g, Floor Liue Laad ---------------�----------------------. 40 psf � e� a°. �- � Floor Dead Load � ��4��� �����_�� --____ 123 psf F G N ° �.���� � Wind (3 Second Gust} -------------------------------- 90 mph �Exp. B) � �.��fi � Seismic Design Category -------------------------------- EXEMPT E F� G -c���e a�Qfi lBCjIRC Editian ------------------------------------ 2012 /'p°� ti. t�� � �: SRECIAL INSPECTf�NS: � �.�.wa,-, � . �� ��r )'�� `�� =rt. ( fi��, NdMi�lAL 5' SLAB w/ 2C18 I I I � � DECK SLOPED TO DRAIt�, � a. Special Inspections shall be provided according to Section 1704.1 and the statement of special SEE 4jS1 FOR REINFORCING ��� �°� ���� inspections as required by the Town of Vaii. b. Continuous Inspectian shall be performed for field welding {except single-pass fi!!et we(ds less � .� - -- than �,�s"), and anchor bolts where indicated on the faundation plan- �"s i�12�A�5 � (F; �i�1�x35 y N} W10x12 ( LOW� (�) �°�?�Xr2 {t_, c. Periodic inspection of steel construction efements shall include material verificatian in 3 - � � - - - �= � - - _� � � -= -- - - = ,) � j � _,�..' _ ,-- - - - - - - - - � � ._ _ _ _. � � � ` ,.,�. � �.... _____Y _�--� accordance with these drawings, manufactursr's certificate of camp{iance, snug-tight bofted { k i ��f �✓ �h � joints, Y4„ and smaller welds, reinforcing steel, epoxy anchors, and anchors instafled in g C � � hardened cancrete. � � I � � �c�.� o� d. The structurai engineer does nat provida special inspections. Periadic observations of � � � „ � � � �m m (E; ��v��x3;� (_1 11�' �CI � t� u. e.� cv `}' cc�nstructiQn by the structural engineer are not to be con�idered special inspectiorrs. E � °� ' � w $x " �'� �� �i °� N 1"� ROD TO HANG ( ) REIt�F£?RCED C�NCftEiE: _ ��e � [ ' �- __. , � �, { } � �o c� 4s o.c. �- x X w�ox�z ��a� R�ov� � � �Twri. (�) sT�. e�n. S �� �� °,� � �v���r o��� gr�. � ¢ a. Concrete design is based on the "8uilding Code Requirements far Reinfarced Concrete" (ACI � � E �; �:'- `�-`; --� rr j �^�=8x35 u � � � �� � « z z t �- 318} as adopted by Chaptsr 19 of the 2092 IBC. �� ��. � � ;,�'-' � �- b. Structural con�rete shall have a minimum 28-cfay campressive strength of 300{� psi. � �. �, f `�.'-' � � � r� c. Cancrate shalf be praportioned using Type 1-II sulfate-resistant cement. Admixtures containing � � � -- ' � � �-°�- � ��� ,�,1}��v��� chloride salts shal! not be used. "' �= � � �-. �_�; d. Caid weather concreting procedures shall be pravided as recommended in the ACI Manuai of � � { � �- Concrete Practice. ;;�, - � � � � e. Anchor bolts for beam and column bearing plates shall be placed with setting t�rnpl�atss. I � g � � � ` � ( � (E, �3�`s�x35 � � •- r f. Expansion bolts shall be located at a minimum of 6 boft diameters from concrete edge and � � „ 1 � � � � i.A�x4x�'�x0'-5Y2 w/ t� r°�' '�' N W16x31 ts� 4$ 4.C. spaced at a minirrtum af 10 bolt diameters unless noted otherwise. , I s a �F - rn BTWN. {E} STL. SM. s {2}-/4 � THRIJ-SOL � i � g. Concrete flaor slabs or� metal decking supported by framing shall haue sawn or taoled controi � � � I � � � EA. LEG, TYP. , � rn� � jaints at a maxirnum spacing of 14'-Q" ir� each direction. �ocate control joints alang co(umn � ( 2 - _ _ _ _ U grid lines where possible and provide slab isolation jraints around columns. �E} �^i16x3t � (�} V'�24x62 �) ��rr x��� � (E} `vv18x3:� �{N} W1Qx12 (SE�OW) (�} ;�?18x,�5 � z .� �Q h. Concrete cc�verage for reinforcing steel: 2 � � - � �_ _ _ _ � « � �� 1. Goncrete cast against and permonently exposed to earth: 3" {/} � � 2, Cancrete expased to ec�rth or weath�r: �� � � � � � � � � � � � �, X A. .�5 bar and smalfer 1 1/2 �- � �� � � � � „ � � (�} ca.. �o,ow (c��rAC�r d �� B. #6 thrc�ugh #18 bar 2 � !- p ground: � � � � � ENGR, IF iNls DoES N4T E7q� f`J OR TH � 3. Concrete not ex osed to weather �r in contact with `� '° I ,,,,,,,,,,,_,,,� � � A, Slabs, wc�lls, joists (#11 bar and smalCer) 3f4J � ��. '�+16;3i � �.C. �; � � �J�,, T�� � �V� �i �. l'1 �V f � �� � � �� �� S�ALE: � �3Y� _ `) J-��� ' z �' B. Beams, columns 1 1 2" ( ' � x x X ;r � SHlFT {N} W16x77 AS Q � oa RE��aRC�t�� s�r�E�.: �� � � � � � � � � � � � I �i�E eon�r�EC-�o�s s�w�� P�A�1 NOTES FC�R NEW FRAMING: � ; � 1 X �- �" � a. Detc�iling, fabrication and placement of reinforcing steel shafl be in accordance with the ACi ,- � Manual of Concrete Practice. � � � � � � � � � � Z ' � 1. E 1 . .__ ._ j o v� b. Exce t where atherwise noted on the drawin s, reinforcin bars shail confc�rm to ASTM � _ XIST NG CC�NSTftUCTION (E} IS INDI�ATED TNUS � ), NEW CON5TRUCTIO�I (N) !S INDICATED THUS ( ). � � Specfication A615 and shall be grade 60 e�ept ties, field bent bars where permitt�d by note � � � � � � � � `9 .; Q a on p l a n, o r b a r s t o b e w e f d e d, w h i c h s h a l l b e g r a d e 4 0. � � �- � i n � > c. Af splices, lap bars 44 diameters. Do not weid or use mechanical �pli�ing devices unless � � � � � � S1 specifically approved by engineer. _�..-- d, At corners, make horizontal bars continuous or provide corner bars, Around openings and � ° � I steps in concrete, prouide {2�-�5 bars extending 2,-6'> beyond edge of opening or step. "` , OPENING FOR ACCESS e. Extend reinforcin stse! c� minimum of 2'-6" throu h cold aints. Unless s ecifical[ locc�ted LOCATE PER ARCH. 9 9 J P Y - � � � � � ..�� t ) an plan or details, coordinate cald joint lacations with engineer. � � � _ - �- - - - A � - - — � � � � - - � . �.._.�._.___.__._ f. Welded wire fabric shall conform tc� ASTM Specification A-185. Lap welded wire fabric a � minimum of one fu(I mesh pius two inches. Laps sha!! be wired together. 8"x8" CONCRETE g. Epoxy adhesive for reinforcing dowels shall be "Hi(ti" or "Simpson" or approusd equivalsnt 3 BUTTRESS c� 8' � I adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall � g� MAX. SPAN ,� � � � be caccarding to the manufacturer's specifications, 4" �TONE VENEER PER � h. Metric bar size conversion table; � � � ARCH, � METRIC #10 �13 #16 �19 #22 �25 �29 �32 #36 INCH-PaUND �3 #4 �5 �6 �7 �8 �9 #10 #1� GUNNITE P40L SY OTHERS 8 MAX. iNICKNESS} sTr�ucTU�r�� s�EE�: N OR TH a. Structural steel shall be detail�d, fabricated and erected in accordance with the most current � � �� � �� � �Y � � �� � � �f-1 �� ��ALE; 1 �35! _ � ?-Q}j 1.5C24 CONFORM DECK wf #4 C� 12„ editians af AiSG Specifieations and Code of Standard Practice, � Q.C. EA. WAY, CE�JTERED IN SLAB {6Y�" b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and {�L/�N NQTE� FdR �EW FR���N�: ¢ � 2��� TC7TAL DEPTH} angles sha(I be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. # ���� x � � c. Afl bolts used in steel framing shall conform ta ASTM Specificatian A325. Anchor bolts and C�? 24" O.C. �� � bolts used in timber connections rrray be ASTM A307. Bolt sizes shal( be �/�."� uniess nQted 1. EXISTING CONSTRUC710N (E} IS fNDICATED THUS { - .__ ..__ __.. ..___ .__ �, NEW Ct�NSTRUCTION {N} IS 1NDICATED THUS { �. � = � atherwise. � � d. Typical framed beam connections shall consist af pairs of Y�." anglas using th� maximum �p3'-�y `�' � F"'i number of �!4"� baits called far in Tabfe 10-1 ar combination balts and welds in Table 10-2 T.O. SLAB � � � ^ - v � ' � - - - � of the A1SC Manual {Thirteenth Edition}, ` " " „ ,� „ ,� „ „ � � � � � � � � .._ _... _ W e. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with � ;-�-- - - - - - - - - � the following minimum embedments: L8x8x�fs xV,I.F. LET-IN 6" � ( � 1. Yz"� ------______ 2Yz„ EA. END. FOR OPEt�lNG C�NT. �6x4xYa. {L�V) �� � � 5/8„�, ______ ---- 3" (4 -6 MAX. OP�N{NG WIDTN) w f 5��„�x4" EXP. �`' �� (� � 3. 3f4��� -----______ 4'° �„ ,, ANCH.'s C� 12" O,C. � �� F-� f. A!I weiding shall be dana by an AWS qualified welder. Welds not specifically indicatsd shall be , „ 4 4 , 1 �I� � � 3 t s" f i l l s t w e l d s a c r o s s��t h e f u l l l e n g t h o f t h e j a i n t. �5 s VERT. C� 16 �.C. � #5�ts CONT. H�R(Z. Q � � � � �s o.c, � �� r�'' �- g. De lay pain ting wi t hin 3 a f fie l d we l ds un ti l we(ds are comp le te d. � � ( 1 h. Where corrasive soil conditic�ns exist, steel angles that are used to .support exteriar stone � ven�er shall be galvanized and shall be attached ta the faundation with golvanized or stainless � � � stee( expansion anchars. F....� � i. All grout beneath co(urnn base platss and stee( beams at bearing shall be non-shrink, � � � � non-metallic t e rout. Grout shaii have a minimum cam ressive stren th of 2500 si. ���,����� ��f���f��> > � ( � � YP 9 P 9 P � ��� � �- , , 4 STEEL DECK: � ��� �fti �r�..��,1�,�� t�.� ��i��i�'`i�i��`������i��`i`��i�'`� �,�,� .,�-��,�i � �i,�i �; , I I (E} STRUCTURE i��i�f����!i��r{���r�i�� {2}-#5 s CONT. HORIZ. � � � i/ ��i�'�i���i��r{���,��j��i��f a TOP & BC}T. ' ; �ir�i�`r�i�,���i�{,j�ir�ii�� a � � � `����ir'��'i�i{�i`�Y��i��i'�`r�i��i a. Stee! raof and floor deck shall be the depth, gauge and rib type indicated on the drawings. r .�i,�.�,i ,� ,� r,r�i � 9 9 �'���i,�����'�,\�,{�`���\��{.�i���i� ". I I ,� � b. Deck shall be fabricated fram steel she�t conformin to ASTM A.611 or A.446 havin a VARIES ��`i'����i�,���,,��`,,�,,,���i������.� � �.� � minimum yield strength af 33 ksi. T.O. SLAB - __ - - - - - - - - - -�- - -i- �� � � c. Deck shalE be manufactured and erected in accordance with standard recommendations of the � � � Stee1 Deck Institute. .���a1��l�_�I���YI_��1^_._��___�I��1�_� ��, � � � ., d. Sheets shall be finished by phosphatizing and painting with a baked-an acrylic primer. Where � � -,�-- deck is used as a concrete form, the side of the deck in cantact with the concrefie shaif be j�� I �► � phosphatized kiut not painted. i�� � � a e. Openings larger than 6" in diameter shall be appraved by the structural engineer prior to ( ^ � � being cut into the deck. j li t� fi. Use welding washers for deck with thickness iess than 18 gauge. ��{ i � � F�'"'" GENERAL REQUIREMENTS: _._ _.. M __ _._. _.. �. _ _. __ __. ___ ._. � a_ � _� _. _._. __ � __ . .- .-�-1'� � ���� C'� 1 � � a. Structural erectiQn and bracing: The structural drawings illustrate the campleted structure ���� � � with a!l elements in their final positions, properly supparted and braced. The contractor, in ' �°'���� �� ��� � th� proper sequence, shall provide shoring and bracing as may be required during construction j ��,�� � ��� rT, t� achieve the final completed structure. Contact structural engineer for consultation {naf in i �����.�� �" p� '-i-i cantract) as required. ��,�� ��� � � �a �� � b. Dimensions: Check all dirnensians against architectural drawings prior to construction. Do � ���LE' 3f4�� ����4�� � � nof scale drawings. � � c. Construction practicas. General contractor is responsible far means, methods, techniques, S� ��° � sequences and procedures far construction of this project. Notify structuraf engineer of dmissions or conflicts between the warking drawings and existing canditions. Coordinate '°����� ��_.,� � requirements for r-nechanical jelectrical/plumbing penatrations through structural elements with � �°�-�. structural engineer. Jabsite safety is the sole respon�ibility af the contractar. AIf inethods .� used for construction shall be in accord�nce with the latest editions of the IBC/1RC. ��.,,,� d. Details nat specifica(ly shown on the drawings shall be constructed in a mann�r similar to the ____ W8x31 STEEL CO�. -P�ANTER wf 501� d�tails that are shown far like conditions; These it�ms shall be braught to the attention of (3' MAX. DEPTH) the strucfiural engineer as soon as possible for approval, Approval shall be obtained prior ta CONC. REINF. PER PLAN installation. e. All waterproofiing and flashing is the responsibility of the drehitect and contractor. STEEL DECKiNG PER PLAN , „ „ {2}-#5's CONT. NORIZ. f. It is th� respansibility of the contractor to contact the structural engineer at the appropriate #5 s VERT. t� 16 Q.G, wj 5 EMBED. IN SIMPSON SET EPDXY �`���`��'���� . a .,a �Q�' & BflT. time to perform site abservation visits. Qbservation visits to the jobsite by the engineer are - `���y��� far d�termination of general conformance with the construction documents and shall nat be }3 �d � �%��� . Q . , » p BRG. Sc CAP �j':3 Y2 xCO�. WtQTN = x�-x—x . �5's VERT. C� 16" O.C, wf 3Y2„ � �,,�f f� �5 s CONT. NOR{Z C� 18 construsd as �ns ec�ion. x 0'-8 W/ (4}-/¢"� T H R U-B O L T S. 2" �r�����f r� O.C. T Y P. g, 7haugh every effort is made to provide a complete and clear set of construction documents, EMBED. {N SIMPSON SET EPDXY �ii�'�,����`,�,��i, ' {2)-EA. SIDE C?F BM, WEB., TYP. �fi������' d i s c r e p a n c i e s o r o m i s s i o n s m a y o c c u r. R e l e a s e o f t h e s e d r a w i n g s a n t i c i p a t e s c o o p e r a t i a n an d �`�.�;,����� ,� ,� fi,.r� continued communication between the contractor, architect and engineer to pravide the best ��i���i��%`��`�%�` ST�NE CAP PER ARCH. �������}��f��: � .a p o s s i b l e s t r u c t u r e. T h e s e d r a w i ng s h a ve been prepare d for t he use o f a qua fi fie d con trac tor ;�fi,�,�''���`%'i,:�`�'i�f. � CQNC. �UTTRESS PER PLAN expsrienced in the construction techniques and systems depicted. ��������.,������ h. Existing structures: Contractor shall be respansible for verifying dimensions, elevatians, � �,����'*��'���'� „ �ri.�!i!i ��' ftIGID INSULATfON framing, foun�lation and anytt�ing else that may affect the work shown on the drawings. °� �4x V.l.F. C� 18 C�.C. ,����,�i�,��i ° � � Y4 WEB STFFNR. � .�f � ��,,�,Y Underpinninq, shorin� and bracing af existing struc�ures shal! be the responsibility of the EA. SIDE C�F WEB ����.��'�� . „ `�,; contractar. � � � d�{��,;.�,,�r��;� 4 4- designed by JMO {N) CONC. SLAB wf PAVERS AND MORTAR �'%���� � {N) C4NC. WA�� S T E E�. B M. P E R P L A N 6 x 6-W 1.4 x W 1.4 W E�D E D PER ARCH. Q �`��r�\�""��! a a C I r a W C l �?y N.J R EXSTG. CC�NC. FDTN. W8x31 STEEL C�L. WIRE FABRIC X a ° � ' TDN W8x31 STEEL C��. - d Q , � � Q checked by GHAMF'ERED EDGE. (V.I.F.) _ RIGID INSULATI4N Q `� � � � .° :� ' iSSUed � � - � Q d � � �„ �„ V41C3 �„ 4,�, °!° ��°�° E r = e — — Q 4 � ° ;�, � , � ° 4 a ° , � � � ,�) c��ve. �r�A�� PERMIT 09 19 f 14 � � � �, � ' , s ,� � , ` �� � { ! � {� �� � REVISED U3/23f 15 r �– � � Q : , 4 Ia al � REViSED Q4 f 07/15 , , � , . _.. _ _� � E � . � 4 1 i � � ���'„n `� . � G � _._ - - - — — Q � a � �° � � ° a � � � —.- - - -.� � � ��}��» Yf f! •• . ' . . , . ' . ' i� CONC. SLAB AND d � . ' . - ,� � b O.u'� � 4 . 6 d . ' ' . � � � io . 1�4 11�� � BASE f�: s/s„x10"x1'-2 -�______=,1� � Q ° f � � D CKING -� --�' a -�° --� /- �1 ° ° J'_ d����a ��', . � I 1"� R4D TYP. 1'-2" �f ��)-��,f�x8" EPDXY pI a ANCH.'s aN 1" MIN. � Y�,'�x2Ya." EXP. ANGH.'s {2}-�5's CONT. HORIZ. � � � I � � �E} C12x20.7 SHIM & NdN-SNRINK EXSTG. CONC. FDTN. ,r ° � 1 (N} W10x12 GR�UT { � {�? 24 O.C. T�P 8c BQT. � � Q . { � ��v) c1 oXz� ��u� w��o To {�} _ � � ,° Q� � CHAN�JEL w 2 -1>,t�, 3 „ 4 C�NT. L�NGIT. J��.'} VERIFY SRG. LOCATION PRIOR �� �� ° I � { ) �s � �i n � � a�° �. �» -��,1 ���=�-Y--- FFLLE7 WE�[�S @ 16" O.C. t� 16" O.G. _ TO FABRECATIQN. CC?NTAC7 ! �� �� I , 3 „ ( � � 3�s Shee� T,O. ST�. ENGR. UPQN t�EMQL1T14N � I � , „ {N) STL. BM. PER PLAN THRU-BO�TS flR W���. � ~ �� � , %ca Lrl-x4xY4x{7 --8 w 2 -/4 � I I ( � L4x4xYa.xO -9 w/ {3)-�!4 � (HQRIZ. SLt}TTED HOLES flK� � j � I � � ! _.... .�_ .�_ ----� _..._ _ _ �� �_.__.___�__.,— _.._ � � THRU BQLTS OR WE�D � � EXSTG. CONC. 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TU L,�t� T�i�i�' ����,.I�lt:� �I� ��R��lii'�`r C��B"i1 A� ,�,(� �v��°'.4i�'��� � �� �� � � �A,L.� ,��Ll�"L� i�€�C� �vi°'iS!!2 �it�l�tl��L'C �Gt�'�'d..'t' TU�I �P 1 1 C7Cl �3 IL��c C�-€€�T lU��°�� �. � � ��I�.I�C� �?I�L6��� � �� 1C? 54-E� � t�18���°€�i°� ,�IF� �:G�4��`f"�"�' f�� � ��n� � ; � � �� � � R�FR►C�� Ril" �v�lG1"��1�! � �. �.I�Ui%� ���I'��L.,�T"(�h:' �� �'��TIfi�C;�. �� t,�3 t,! �^_' CN �I-6Pi�L.�� � � -. °---------- S��M�51'iG G�L.Y� t�1,4�`�� CpGUJ) � ��i����`" �9� ���. �f�� �� , � � p�M�:�TfC �-4�°P' tJ.1AT��..' ft��--11#J.1.� GC G�iL,l�2� ��IL. � � � �:� ����-"�` ���'� �2���� ________________.._r__, i��M�aTiC N�'T lU,��`�R �Ci�G Cl��-1�1 ���� � 4� CN GABIi�E1' N�,�i'��� � -- li� -- D�M�STIC �-4�'C UJAT�i� ,4T T�h"CP �#-1� � �� � Tli �:<4-�Ali�1" �� � tUAS'i`� G�' Gu��.IhlC�s T� � G�1.,l.. �(�"T�vi�� AI� I'Ji��i �#�a�� - - - - -�- - - - - Y�1�1�' s�- 4�1 C�UJ CxR.�A�� U�A�7� CY G�N�T�t�!'T V�l.t�i~i� ��X �°t �- �� PU1 PR��SUR(�Ei� tU�4ST� � � z �� C�►LI"�!� Ti� �I� ���- (tU It�tI�fR.�C�' WA51'� i��� DiSNUJ,45}�ER �X#-�,4L1�T' �,41�t � ?- G�sRI��.� �'R �C�1��'�� -�- Bt� 13t�(�.DING Df�,41N �Si-{ �L�Gt�?I� Sa4����d 4��AT�� g� �[ BS �3UILD1i�1Cx ��tLf�R I� � 1���F�2 �i�13..L� �D 87�F2�'1 DR4i1�! �GU �1�AP�RATIY� G�:l�INC-� UNI�' � � u � �U �V�i�l��U! t�t�AIN CvT�E�h'i1 �� �X{-4,4U�aT FAN � ��D 5�DIM�Nt � �il. URA1N M,4NUAL. �'3,4�.J�l�k�lt�1� U�4MF'�� _ C�z NATURA� C-r,�i5 �i?Y �NE�C'a`f R�G�4�'��1' Y�P�Ii'IL,47�R C,4H6� t� �13� d-�X) t fl MPCx M�D(UM F'i�SSUR� N,4tURAL C�,�LS � LPCs PR�P,4N� C�A� �T �XP�4N�I�N T,4NK � � � D RR4(N �G �AN C�IL � c� M�T�121z�1� C:�MPEfi� - Ct3 G�ND�N�AT� DizAiN FP �AN P�UJEREt7 R�X i�su�d �c+r � � � �fR� SPRINKLER Z GA G�MPR�S�a�I,� ,4(R CsF �LYG�L ���l��R Z i1! Na. I�ate Comment SM�� I��4MP�R Cs�� Crt�t��XC�4,4NC�s� S�URGE 1 4tl3ll�a G��RD(NA71�N � _ 5U151R S�L.4R WA�'�R SUPf'l.'YIRETURI�! �-!C N�AT(NCs G�iL 2 �I14115 i�Efi�1"'IIT � t-- C�) EX(STfuCx i-{P 4-1�,4T PUMP �IRE DAMPER - CU�x1 UhlD�fi�R�U1�iD 1u � HX {-I�AT �XCI-lANC�Ei2 .d tct�- ,e I �I I� ��I I���� H Ht�MID IFI�R � � � � C�ME31NAtIa�N P(R� ,4t�D SM�fG� RAMP�R � t� �l5 F/S � K�P KItGI-I�N �Xa-lAUST FAN Ii�tl�IN� IU�T R�T�R PUMP � � MY M(XWC� Y,4�V'� W Qr C�(1�INCs R�4D(A7IC�N D,4MP�R - -�- INLINE U)ET R�TC�i� PUMP (U1! IN'1'�C�sRAL GHEGKJ Z Q P PUMP C�E� PIP[NC�s L�C�s�1�tD ��R U�TAfLS� � Uz! � INL(N� GL�S�-G�UPL�i� PUMP RF t�ETURNtRELI�F ,4fR�AN � (�- C'xF2�4YItY �3ACKpRA�1' DAMP�fi2 � S� 8l�PPLI' �AN � W _�� B,4"� M�UNTED END 5tlGTl�t�t PUMP t� 7�iL�T �XN,4ll�T �AN � f� S DUGt M�UNT�D SM°^�iCE D�TEGTC��?? � _t �� 'r1'�Y T1-}�RMt�5TA1'(C MIXINGrt YAl�I/� } � C� � / G�(LINC� �4GG��S P,ANEL \ / �� UN(t H�,47�R Q = W Y�4R(ABL� Y�LUME B�X � � �� _i W,4LL GAP - SA7i-4 C,�R D�:'t'�R �X�-lAU57 � � YI2 YAR(ASL� Y�LUM� B�X U1/ R�I-{�,4T � � WI71; INT�Cs1�4L B�GKDRA�T DAMP�R � t3 W1-� U1AT�R N�A?ER � � $�t J�! � � ��'��� � �"������������ ���� �� f.� Z s���'��� �{ � . .� � Cy �������n � � .��- � U ��° -�° _._.��.�..��_�.� � z ����a �... M�C+-4.41�11G�L � � C�V�}� 5�1-l��T u.i pr � � � z � � z � � w � � N � � � � � X � u}t � ��-► �'rolect No, ac�le: fl � � a����,�� �f� � � � Drawn By: C��ecic�d 8y= Q � � 8JI-� JI�i� � w � z � � � Q � � �����•� �' � � � �o • ►�t-'t�ll�'I1C�E'. +Qf ��JJf'�'�d.�1C►11 ,aGC�55�RIES -rca� st��,p �����I�'"'�►�� W�l.�� ����� 1 '`�• �j�S �1—��� 1 - NIC�N A�T(TUD� KI�' �F - F�.�W SUIITGH 2 - CSi�-t C�NtRC�L.� � - L�.t1 W,4TER CU1'C;f� l. B-1 & B�-2 B4ilers (+�entrai� � - ,4�h�tE fi�,4t�D fu-�rArtP� � - ��a F�RCZ�'YG.�N� {�'�..'1'C�"s� a. Integral boil�r con�rals shall stage, modulate, and rotate B-1 & B-2 boilers to �'�'�. CGN�IG�. tU,4'�1`� YCC�LT�� �4MP� M8� C�M M,4NU�. � �`r'1~4. '�1'P� S,L, INfi°l.4'T A��' �t�T�'UT �l��L I�E�.�`,4 � �l��C, MA�IU�AG'tURER Ei�. AGC��5c�fi�lE� maintain heatin�water setpQint at temperature sensor TS-l. � M�DEL �MAi�KS tSER�S) M�3N MBN 'C ��'� � �'(GU�L b. H�ating water temperature shall be reset based c�n outdoar air temperatures (16£?°F �a -2{�°F to 140°F a� 70°F}. �3-1 � 2 W,4LL M�Uhlt N,�T. � 12s�11 �.�CI-I11�V,4� �, 2, �, �', �. �' c. B-1 &B-2 boilexs shall only be enabled whenever there is a ca11 for heat frQm the �UJN-1 �t� ��� 12�I1 �.2 �.� �.Q,� ����-�-�t 1, �, � C���.���� ��'AfNL�s� �t��i. 399 3�� 3� `�' ,� 9�iQ C�V�t,����2 ���-tu�� C-��v �g 2 fi, �UN1�l 399 fOl1C3w1ng: � EG�t�,41.8: Lt�CHiNY,4R, ,4�RGG, I-1�taR3Cs� P,4t'CER�i�t-fC,�LL�Y, L,4AR8. c.a. � Con.do Unit 101 Space Heating ��r-ra,�c� � c.b, FaoUSpa Heating i - BUI�t-1N �N�RM�3"�A"t WiTH c.�N�tRCaL KNr�� � c.c. Snowmeltzng 2 - MET,a��.ic c�I.�RCCaAI� c��.�i� � � I"� �� i �����1"'�� � .__ � i� 3 - 3t1RF,4GE M�!'f B�7C d. P-1 or P-2 boiler pumps sha11 r�n whenever associated bozler is called to fire. � r ��u,a��: �u����T,M����, s��c�, �rr,at�. � � � 1�..! � � SYM. a�1��8 REGC�MMENDED C�PM �'.D. M,4N11�, M UE�, R.�MARl�a � � � 2. Condo Unit 101 �`pace Heating MAx �PM CFT.1 � ,u.� , --,� a. Upon a call for heating, associa�ed c�nloff zone valve shall open ta flow zone� � � � � exzstin rad�ar�t um shall start existin m ection um shall start and v ��'1�2C:7�N�fi�'1"'I c�trt��N��r�car� �« � g��t � � 1-- � } p P , � g � � P P c �Y ��..,.��� C�� �C��..� I�'���� ��-1 SC�CL�R v�t'S�'�M �� �3 1 5��,a�a-r�� < ��W �.cas� _ � � � m spe�d to maintain radiant supply temperature), P-3 pump shall start and B-1 & �r'I�X2��,4 C2"� ��Ap�� � . � �, B-2 boilers sha11 be enabled. �'^�'M. 3�E�CRI�-TI�N CAF''ACfT1' MANI��. � MC�D�L REMARK� $F'1�:�7�-4��1"'C �� � '� (� �4�-2 �1�1�l�JM�L7 5�r'�T�M 1� 1� i YJ�12�1'1�1 C1-1I�4 � � }�-. � �{ 3. �[�-1 Combined P+�ol & Sga Heat�xchanger ��u,�Lg: ����tN�t�t, c���t��, �rACC�, ���� a �����rtt. � � � `� a. Upon a call for heating from TS-2 temperature sensor (by Paal Contractor}, �3l�CIGF�.G�1 �'i�Y��1T�� 1� CxPM E3'�IMATEI� �,IJ,�TTS REDUCEG PRE�SUR� �GGNE A5°�MBE�Y, � � 1L ���-� 13 P�l DR�"f' INCLUD� TU� �UARTER i't,li�1 8Nl�'�-�fi� normally closed con�rol valve shall open, end switch shail signal P-4 pump to (`PC�C��,� �l�" ����9M3�T �,��.�, vA��s ; � � � �. start, and B-1 & B-�boilers shall be enabled, 9'�� R�UND 87RA1N�R B!-LEv�L DFZ411�, M�MBRANE �LAMP, _ � b. Poo1 Controis shall determine which bc�d of water ool ar s a ets heat. �j�_� I��GK Di2,�11'�! M(�,48 GU57C'1M EXT�NSIC�hI ,45 RE�i�iR�D, ���,���J��� �,��'K.� � � `� � Y � P � � CvTc:i�M.� �18�� SE� PL,4N8 �R PiPE SIZE � � � t� 4. Snowmeitin �L���: �7�c�41N ���-�s+-��� ►��ct.�� ��i�� SE� PLANS ��R P(i�E 81ZE ����5 r��uu�-��c� ,��c��r, �'c�7A� � � � � � ��-� CLU,��''vT�� �RAIN�R�I�ND ��3�15-1*l�-�3 �7M. `��L, C�,4L�) Ve�L�CC�,4L8) M,4NU�. � MC�D�L i�EMARK.� 6� C� 1.� a. Provide (1) snowlice sensor and socket (Tekznar @901Q91}. � � „� b. Provide (1} Tekmar 654 snowmelt contral. �{C��� �31�3 ►r������ v�acuuM U1�C'3D�C��2I� N�u-���z���ss, P�LYG,4RB�N.4t� �.� '� � }-}�,-1 B f��K�R, 3 l�F" �P T W H��L H�,N P L E, G N R�M� �I t�(5 N N�N-A 3 M E t�,4 t�D ��'"� • c. U p o n a c a 1 1 f o r s n a w m e l t i n g f r o m s n o w/i c e s e n s a r, P-5 h e a t e x c h a n g e r p u m p a n d ���,�t 2� �T-1 8 C�1 L�i� 5 1'v T�M �'I�'E 2.5 �..� ��-�XC�N � �#- � ,..,� P-6 snawme lt pump s ha l l start. B-1 &B-2 Boi lers s ha l l be ena b le d. E�u��: z u t�N, ,���,�M, a.R. 5 M i 7 H, w�7't s, w�c��, M��A S, u�c�r���t�. 4-I�'X 3� � � � d. P-5 pump shall b� cycled to maintain snowmelt supply temperature setpoint of ���X��1*�l u�u-�sM� t�t�r ?� � 125°F {adj} at TS-3 temperatuxe sensor. �T-2 SNC�UIM��.T �`a'�aT�M i�(�'� �.� l�.'� !-6TX 9� �-- e. Provide a 12 hour spring wound timer switch for manual override operatian. ���J �...���� ���� �,���,� ��u�,��: ���xc�u, u�s5��.s, AM7R��., t�tc�a. Lacate near gas fire pit cc�ntrols, Field coordinate exact lc�cation wi�h Architect. s�a{ �-��c� j� - �� ��������� A�'PL=.A�CE �..�'.,�'D GA5 �'��a.`:jU� Ivi�l�, EACE� C�I� �ACt� QUA�f-�€T" �%B�€ TOTAL �.F i TC�T,�1� �`������.'�'. � �y �`�'' t I� � � . w p °�- ! BCi��P 4" 4�x�C.; `�� I 4" 1��j�.� .��:� :�99 I 3�:� .��9 � ��� � �`� ��� ttt 5. Fua, P-1 B-1 boiler pump: on.whenever boiler is called to run. ��.�`����.�'1,�c�� �''�����C',�� ��,����� ���'�.'��,.,�' �� �� � ..,:.� $ ; z B-2 E3C.�iL�R 4" :=�`C T'� f�€" t��,f� ��2? ?U?� ! ��� 3�?g �;. � .��:€�� b b. P-2 B-2 boiier pump: on whenever boiler is called to run. �-� - � t��3� s�61 ;f i C t .�1 �?ff �''�� � �! � �� f ' ryG f# ��'+! .�' ��g� � �c°l.�r� �7..� c. P-3 �onda "pace Heating pump: on whenever there is a cali for space heating � y�}� ��i�vES MAX{MI�M M,4XIMUM PlPE }�,,,{ }�,�,�w}�+� p��{ �y� C il y {�it � � � 1 ! 1. t i����s � t 1'i.s'i-/�� t`�I i�t"S7\� '� b��:�. ar�es�acae��,''c.� � � within Condo LJnit 101. ����-����:-�. 5 .=�!C TC ,,. k��C ..>�- 2 � 3=� �2 M8N C�PN C�at�N. S(ZE �'� :�����'�'` � c 3 � �."�i;<.'�'°��,. d. P-4 HX-1 Poc�USpa pump: on whenever 2-way control valve is open and there is � �� �'�� � �a ��� � � �� ��� � a call for heat from the pooUspa cantral sys�em. B�IL�fi�.' ,�XI�M ���'t�s� tu��'H � C1�T-1 �f,��� �a C21 9" N�'T T*t�ll7�4L121NCx M�D(A ,� e. P-5 I�X-� Snowmelt pump. on whenever there is a call for snowmelting. ��t'v7�M 1�lT2� Z f. P-6 Snflwmelt pump; on vlhenever there is ca11 far snowmelting. TOTAL PR.C>POSED t�E�t �A� LC�ADS �57 � I 82 � '� I�E�€�� B��G C��1 Gi� V�L3J� �� �i t� ?�TU,�CU.;�, � 6. � -1 �lectric�'all I3eater � a. LTnit sha1�be cc�n�rolled by integral thermostat. � � �� ��������� � �������� ���� �������� � — �__.---x N�T ��J�� ��L.1� vlt�� �i `° �,v� �-�- � ;�} r} {� r. _y� � � -:-r "r' t � �-^3 J i-; � >v +� �,�:��, ��C:r�.iF �iU-�v �CYI`�.!�. ?} t-; r; "�:"<<; ;t;` � F'�:� s ?= ; > �• /L�..�s �.C�. �,�t��,;(�=�:�i� �?�!�G 5`t'M. M8N �.� � �� � � .:�; � �r, '� � .� ..?_ � :� C�;�r �:. '�, � t"1A�1�l�, �-� � � �.��r`� ;`>�-; ?�;r.;:: ` M?:� !_�C�is�Tt-1 I =u��✓�:.� 7�1.r.��3-1� (�-C; ��(z:� `}'�� t�"JEi��'�',.r'� gt�f fi�^�, �IUT/E..IU�" s��yg� �'g^.^.�^� , Y^� !� g^�, �CU°t`/L.la1�` r�p}� F/'.UT�e5 � MC�L��L. �` �'y�'.� � � � � � #v4;�.} ��:�r~ I .��>�f�'�-. ..� ��.� ° „ya .. ;r, fY :�tf,;: �d-.Ltid�..r /c�� M,:�I �P I �T`i� P—�t�+��° /��� taif-1 I l�t! �� }.�Y ph� �>�-, �f-�.#!�; �v �'_.' .,`J v # :.'.,.�.3 ti� c.'v>�r_ � .� �:. I .-I�<�.:: r J < < ,�- �� �� -i'�i;"�l�� � I G�<� r` c_':�t:r:%.�"`,' �.�� $3:5� , #�-- �`�C°-� 3�'rfc p ���..'�' ,��� � l���L/��,4) 3a� �,� 1���1�� 2� .�.� �S�`��� 1��/11� �3 17,`� ,4�'���C-IC�1-�3l1� � 2 ,� � . . , . . . � .___..__-___. . o ���� � �X-2 12� ���° 1��Oi�� � � ��f12� � �A� �(� � � .�.� �� tst��u���.-t� �� i�� 1��1�4-3�X � � �'�4�� ����.�� �°°�"��'�fi� �a����� ����. � ��'� ���TIN� �x -r~r��; r�,��������., �,�� -r�: � � ��c,��-� ��,�°r �x��,����� ,�� �- � l����� �� �J��.�.. ,�� �?<`���i�� �'�`fi�� ��� �L�'fl�� ,�. ��z�t� ���a-r� �. ��,�y ��� �°�°���_ ,�. ��t�r-r L � �- ����. ���i ��t�r �t���,����� � �=- �.�,�� � ����� ����° ����� ��,��"��IC.�A �. €��..,��r� � ��M� z, �-i�,����� �, r���r����f �ri-r�� � � � � �� � . c, ��+��± � �ru�� � � �� 2-lU�l` �i'�11�� �� L�. 51-4��L � C�t�. . � - �, � . �€� +_ :� � � � �.; C�N�'i��� Vd��. , �� � ��:�IA,��- �I�, T�1.4NC��� T���, � s_ � I�l��.����.iU t��i!��E � �v = 25 i�ill�l, 2.3` 3�I� � � ' � � �� � C�'�'"� �� �) �� � �-- c3B � � "t'�- �'���1��,� 2-112" °�' �" �._./t�_�,� � °� � -� � �� � s� t�,"_`________.., 3� � � � � �°� I � � a ,.- ;�� — � # �� t.�$°��..��l�r'���� ''� ! � `1 �„e � . �; � � � /\ � "�f \� �� � � f ���"`i�` � �°� � M j o� � � �J��, � ���i ��' ���—�f��°�' �r�������� � �����1����� �� �p� �$�� ,��'�.� .,� � ; � ��. � � �f� 1{ �.f � S 1�'d�'d� � �5m*`. V� �� �r �A . .5 �� d {'b�$ Aa'�. ���i°`i F'���t��'� � � � � ��� l,i�" Is,��" �� _ ,�, � � ��. €�_ � 2° � � �'� �t� �� � �IL.�"�� � � � ��l�I°����� S-1 �3�(L�� � " s��-- � I � � i�-1 21 "`� 1/� 11�I� ��'� 2���� �� r4 2 � 1 � �-- �a � ��r ����r��� � ��r r��c�.��tzc��. 9 1 ��1������ �-a ��e��� � � � c�r���c-r�� E c��t�c-r��. j 1 �'-2 21 °� 11� 1l�/� ��'� 2�-�� �� � 2 ,4 1 � � � �-1 ! �-2 ��l�fi��?��� c�ur�� ���c� +��a°r��� � � � � P-3 � �� 11� I��II l�#�'� 2�-�� �C: ���,��� ��rur+�� � 1 ,4 1 +- � I I � � P-� 2� 1`� lI2 �l�ll �������' rP���SPA�XG#-I,ANC�ER � 2 ,4 1 � � � T U�'� 2�-l�a� � � � �� � 1-tf2"� � i-il2"� � �. ..n � .�r _�: e a.9 �. . �. r. _.. . . ___ _ �. , ..� . ,...,.�. .r. ..,., ...u. � _� a�.,� _ �..�„ �. �m:. -. .a�, . �. , �.. .n ,_ � � � — C��I�fi�I���� +�x-a N�a-r �xc�+,ar���R � � � � �'-5 9 1� i/� 11�1i ��'� 2���� �C �SN�u���-r� ,4 1 ,� 1 � f � � a� � iz + �' � �-1 C��'.l��1���5 sz-� su�u���.T x��� Issu�d �vr � � % ,, ,, �'-� �3 23 1/� i1�f1 �4 3 ,4 1 ? � �v_2 U�'� 2�-9� �G � �u ,�'��' -� No, Date Gdmment � TS-3 T�-i ,� CNECK VALvE: SPE�D: MAt�R(�,L: G�NTR?�L. 1 4/13/i� C��6�DiN,4TI�N � � � F'-�✓" T � ,4, IN7�C�F2,4L GH�GK V,�L1l� i. 3-vP��D PUMP. �PER�41'E �N 5�'E�P 1 ,4, C,45T (i2�N 1. R�: aE�I��NCE �F 2 4/l�ll� PEf�"fIT Z t- �' � 1-1I�"�MS � � �y� ' � 1-II�F'� ��� NUJa � 2�� z�� B� �XTEi2hL4� GHECf�. V�4LV� 2. 3-aP��l� Pt�MP, �P�i�4TE �N SP��D 2 B. �3R�N�� �P�R471�h,1 �- (� � •• G. t*1^N� 3. 3-SP��D i�t,lMP, �P�RA7� �N �P��i� 3 2. ,A7LG = �4�U,45'f:47, 1�.► �-- " N.�, / �{ " " N,�. " " �F. �NJ�� TiM�R, LINE G�i�D � _ SMR ?�C (�-- • NWR 5. 1�'ARi,�B�.E S�'E�P YI�4 INT�GKRAL C�N1'R�l. 3, Cx�NI� Bt�B M�DULE !u �" � I-t/� �- � 1-114 2 2 2 6, Y,4R1,4BLE SP��D Y'1,4 7�KMAR C�NtR�L � t'3 — — 112" r*- � � 3f4" ''— — �GkUA�S: C-�RUND��S, tUI�Z�, � }- I f N�sE s1e� j z u�i C71'P) I iS �- H�SE 8(E3 ` � � CT1'P) .�? 1l2" �3�4CfC�L�W i�R�VEN1'�R T-1 � �.t � �fLL Yr4�VE �Y P�t�MBli�lC-� CNT-1 +' w c�r�-r�c-r�� — ��`��,��� ���;� �° � t� ��N�WM�LT ST,4fNL�5� StEE� ��;�,�,, �°��� ������ � Z�N� MAN1���D ti1�Ll. CtYP1, Di�AIN ����� ��� �� } ZQ ����e � �. � � R��ITE B�ILER C�ND�N5A1'E �p�°`" �^_ d fX t+-4R�t,l�N GN'C-1 F'R�C3R T� ���0 °�..� D(SCHAi�� Il�il'� ����R DR�4iN U1(TI-1 AfR C�,�i�. � � Q�U.�. �� � � � � � � � I I �� ������� I � � � 1�(� �C�4L� � � � � � � � � zu � w _ M�G��1�lIG�41� � } , ° �'-vCN�I:UL�� w � J � � � � � z � � � � � � � i� � X � � � w ProJect 1�l0. Scal�: � z II 1��25.�� NI� � � � � � � �1'�-(� �3C�I�.���v �-.�'F'�CIFI�� {-#��'.�li�i �4i�� 51��D �1'G� t�rawr� �y; G-�ck�d �y= a � fi; �i��VID� t�� �I-���4T11�l� �'.��t��i��M�1�T ���: TN� ���� 8JN JU� � w � � �P�4. ,� 1�E1�IC�r4t�I� ��C��. B�IL�i� .4� �N�tUI�! �h! � � � �"N� I.U�T�i�5N�4�� ��1�I�UL�"11�1C� ���1.U11�C�v DAT�D z � � 313�11� 5N�4�L N�T 8� It�l�7,�LL�t�, � � � _ . ���� � •� �' � ' � �Q ; , I ! � I � i � - G�nera111�echaa�.cal � e�i.�flcations ..�_._.. _ _ _ _ - _ _ _._... .�. _ _ _ � _ _ _ _ _ _ � _ _ _ _ _ ._..�._ _ _ _ � _ _ _ _ ���, �t�m 1� p General I � � � I � � ( Anhfreeze Solutians l. �a:nmediately notify the Engineer of any discrepancies. ( 25.Fi11 bozler system with 30%propylene glycol/70°10 water s�alution,by volume, for freeze 1 � ( � � � � � 2. Work sha11 be perforrned in a workmanlike manner to the satisfaction c�f the Architect� protectian to 8�F and burst pratection to -20°F. Include carrosion inhibitars. the Engineer. � � � � � ! � � 26.Fi11 sr�owmelt system with 50%propylene glycol/ 5Q°lo water solution,by volume, fc�r 3. Prc�vide recard drawings to architect. Drawings shall inclucle all addendum items, freeze protection to -28°F and burst protection to -60°F. Include corrosion inhib�tors, � i f � � � � � change orders, alterations, re-rautings, etc. _ . _ . _ . � � . �� . ____ . .__ . n . ._.._ . � ___._ . .�_._. . .� _ . � . _ . s . .�._ ____ . � ___._ ____ . ____ . .._._. . .� . ____ _._._ . ____ . - . - . � � � � . � C�ntrols cv 4. Systems shall be professionally labeled. Fiping shall be labeled with calor coded � f 1 � � � � � � � � commerc�al grade labels indicating piping service and fl�w directit�n. Equipment, fans, 27.Install emergency gas shutoff switch inside mechanical rooms cpntaining boilers, Swztch � ,_._ cv � pumps, v�lves, switches and con�rols shall be labeled with engraved plastic or metal tags plate sh�.il be red in color and Iabeled"GAS BL��NER EMER.GEI�TC�.' SWITCH". ( � � � � � � � � �.1_L � �fi and an equipmentJvalve schedule shall be provided and maunted on the mechanical room Switch shall be compliant with Sectian 104b,8 ofthe 2012 IMC. Refer to electrical �` � � wall. Equipmen�Iabels shall fol�ow the same namenclature as the m�chanic�.I drawings. drawings for additic�nal znformation. I ( � � � �l , -.,. ! � I I I I � � � � Electrical Balancin� � � 1- . . . . r r � I I I � � � � � � � � 5. Contractar must carefully verify �lecincal service voltage and phase available before 28.Air and water flows must be balanced, and fan belts, pumps, and clr�ve systems ad�usted � �4 � ordering any equipment. as required. Balance Contractar sha11 furnish subsequent air balances after acceptance of � I � { � � � �„ x the builcling. � � 6. The fallc�win� �:re to be fixrnished by MC and wired by EC: equipment mators, magnetic � � � � � starters, line v�ltage thermostats, factary disconnect switches (if specified as part of Snowmelt � . ___._ _._._ e_ � � . �. . ..- � � . _ � . e . � � . �_.. � , .__._ ___._ � _ � � � � factory wired equipment}resistance heaters, fire and smc�ke detectors. � �� � � �,4 � 29.Snowmelt tubing shall be 5l8 nominal dlameter. Tubing shall be PEX-a crosslinked � � � � � � � � 7. The f�Ilowin� are tc�be fizrnished and wired bv EC; disconnect switches, thern�al polyethylene with an oxygen diffusian barrier, manufactured by the Engle method in rn overload switches, manual operating switches and contactors. accordance with ASTM F 876. - - -._. .�.. e . .- T ^ � . - . - _ . � � � ____ � _ . � . �. . _ . � _ - _. _ _ � . _._. __.._ . ..� ____ ._..� � .Y. � � � 1� I I I I � c� � 8. The following are to be furnished and wired by M�; low voltage thermostats, cantrol 30.Piping shali be installed in c�ntinuous Ioops, na splices allowe�.. Tube centers and the � � � � ��� transformers, con�ral relays, con�rol panel�, motorized valves,.motorized dampers, pilot maximum Ioop lengths are specified in the Snowmelt Zone Schedule on the plans. � � � � � � ..� lights, multi-spee d swi tc hes an d in ter loc ks. � � � � 31.Tubing loops off each manifold shall be installed in equivalent lengths (+/- 5 lo}. __.__ j � _ � _ � _ _ _ � _ . � _._T . ___._ __._. . � I ____ - _ . � . _ _ . - - - - - - - � � Shop Drawin�s - - - - . - ____ � . �.. 32.The Cantractor shall install manifolds as prc�vided by the tubing manufacturer. The � � I 5��� 9. Submit entire H�AC and plumbing shop drawing submittal data at one time, Submittal manifolds sha11 consist of a return headear {includa'ng: balancing valve for each Ic�ap, � �. tQ be bQUnd in three-ring binders indexed in a neat and orderl manner. Partzal com ression fittin ta receive tubes and air vent and su 1 header mcludin : manual ��`�° L°�`�° � > Y � g ) PP Y C� g �,�§����.���m�����, submittals will not be accepted. Submittals shall incl�de, but not be limited to: shut-off valve for each loop and compressian fitting te, recei�e tubes). � � � � �. �.��°.k�� `�� �����'�`�' � equipment, f�tures, insulatian, diffusers, pumps, fans,piping, valves and boilers. ; *�������� `��;m ? 33.Secure piping in snt�wmelt areas by attaching tubing to wire mesh using plastic tie straps, I f � I � � ���'�� m z � � , w Remodel, I}emolition & Unforeseen Conditians every 3' on straight runs and at apex of turn. far any change af dire�tion. No metai wiring t � � �'������ �y���"t � shall be used. I �������°��.��` ? 10. Visit site prior to bid and verify the conditions. Include in the bid, costs required to make I � � � work meet exist�ng conditians, whether indicated or nat. 34.Snowme�t system shall be pressure tested in accardance with tubing manufacturer's - - - - - - - - - - ..- __._ � � . � � _ ___. . _._._ � .� � _.� . � ____ . ____. ___._ ___._ � e. - ^ - _____ _ � � instructions as required far warranty prc�tecti�n. In the absence of manufacturer's � _ � ____ _..__ . � � ___ � _____ � � � � � � ____. � ____ . � __..e � __._ � ( � � . _ � � __.._ ____ � � I � � 11. Pr4vid�mechanical demc►Iition required. Refer to a�rchitectural demolition dxawings for instruction, pressurize the entire snowmelt syst�m with compressed air. Charge system to � � � Iocation and ext�nt c�f demalitic�n required. Visit site prior to bid to determine extent of a pressure of not less than $t�psig or more than 100 psig. Pressure t�st shall last�or 24 4 � ( � � work involved. Provzde la�or and materials as required to maintain andlor restc�re hours with not less than a 2 psig d.rop. With system air charged, soap test aI1 joint an and � 7 � continuzty af serv�ce tc� �xzsting systems. wzthin the manifolds. Aftex hydrostatic test pressure has been applied, examine pzping, � ____ ____ . � .� .� ____ __._ .� __._ ._�.. _____. � � � � - - . e � � .� ��.n.�... _,..� __._ _;_ .� �_ ____ ____ � - - - - �°I (L j4ints and connections for leakage. Eliminate any lea.ks as n�cessary & r�-t�st. Any � � , ; � 12, Ix� as much �s d�sa��z fc��°�ernodel, renQVation andlor rehabilitation requires that certain partic�n c�f tubing layvut that r�ses as a resul�c�fb�ia�g press�.ari.z�d sha�l b� re-s�cur�d to ,� � �ssumptic�n� b� ��� ��� d'z�� exi�ting conditions and because same of thes� be at the proper level within tl�e slab structure whe� per�ed. � � {; � assumpt�c��s ca.����t b� ���rif�d�v��hout destroying oth�rwise adequate or serviceabie �� �- �c�r�it�ns c��t�e b��lc�i� ��� �� gneer cannqt assuxe the Uwner Qr the Cantraetor that the 35,�ntire snowmelt s stem s1��.11 b� le�t r�ss�rize� with c���tt��i�a� ze�sur� au e � � __._. ____ ____. ____ _____. __� ____ _ __._ _._ ____� ___ � ____ _� ____. ____ .�.._ � - -- ____ _____._ ___ ___ � ____ ____ ;� __ � g, �� Y p � p` g g �4 � � T � � _____ ___ --_____ � p�c�f�ssional cc�nsu�ti�g s��ices herein �ncompass alI contingencies. Field coardination t�irc�ughcrut i�stallatic�n of cc�nc��te c�r sandl��.�ers. �c�nt��u���y r�c��i�c�z��ess � on � ____ ____ � -- -_ _.___ .___..___ � � � �t�rin� cc���� ��i�� i� iz�per��i�r�. C€��.tractars biddin�;this wc�rk must make rcasonable system to make certain �ubin� ��st� r� ain� i�����wi�h nc� I��ks c�����z��r�s. � a11€�w�.n��s f�4������.�c�nc��ti��s a�d shc�uld a��lude assc�ciated allowances in tla.eir bads 3 �� � ;� � �c�t�d �:s su��. 36.IVI�.nifc�lds shall be tagged'�� i�e�ti� �r��. s� �d. �a�� �ca�n��t��r� cs� s��pl� � re � � rnanifolds sh���be perz�an�ntl ��.b���d �ui�� ��c a r�� b�z-. � ,� �� � � � ���������� � � � � I ij � � 37.Priar to �inal system �i12 and ��rr���az���csni��, ��� F��;� ��bira� sy�t� ��d �n��alds shall � 4 , � � +- ' -� � 13, Irssul�t� a�l ���v h������ ��te�a�a� ��c��n���pipin� (mains �r�d z��ts �c� ar�as being be che�nically c1�an�d as p��s�z-�b�d b�t�� �a?���� z��.z���'ac�ar�r. S��pl� ��1 t�c�1s, � � � � ;; � � ����ed� va��h �J.�.,. �������d9 �h��e, a�1 service, gla�s �ber, snap-c�n, �zpe �ns�x�atic�r�. cc�nnectic�ns, �abor, and a�c��sc�ri�� ����s�a�-y �� prc���z°���� ��� �11 ��r���, a�eri�.�, � �-1/�" ��i�� a� i i� � ��,��" �l�t�ia ����arzcl 2" thick an i iz� >1.5". �nsula�� fi�tin s �hemical and r�s�d�� �vi�hi� t��; ��bi� � s�� b��°�r� �� �.���r��l �1������ � s ste �.nd ! ! '� I ai �' � � � - I� � � � � � 5� � Y � €� l � � , , � � � �v��� �l��s �b���l�r���b i�������c�� a�d���n�c�ld�d p�� �c�vez�s. pl�ci�g in�tc� ape��.tic��. f � j �` � � � � ' 'i �� � � � '' � � i4. ��s����i€�� fc�r�.�� ��e� ��°�api�� �1��11 b� carr��d futl siz� thzc�u�h p�pe h�rsgers ��pi�ses 3�. d�f�e��nti�e syst�n���s b��� p�°c��a��-Iy �l�a���3 ���� fi�����c�� ��1 ��s���n�.i�� ����� ��t�r�� ' 1 ' � �j�,� ��� �~��� ���~�g �� �i s � sh��l b� s��p�s�:�c� zth ����a��c�� c�� ps. �r�p�r�c�lcl �ll pr�s�u�°�. ��� p��p�1��� �I��€�� �� t�Z� ����r �1� s�s���� tc� ��� _____._ _.___ ____. ___._. ___... ._..____ ______. __ __ 3 ; , , F� � �� � t ' ���#���tl; �' t�d�'��. �(�1,.� � ct��c�n�r�tic�� s���i��d�s��� �.��si�i�� di�pl��� �rz���r�p. ���i����� ���d s��ll i ji ( � ��� E��`�� ���� ����... �a � �� �� in��ude ��rr�si�n i��ib�����. ����� ���� ir�d��id��� ic��� tc� ��i��i�at� �.i�•�c����t� i�a t�Z� t ��r�i����°���, i �� � syst� . A.f��r purg��.� re cs�� ��� �c�����tzc�� �c� a�y�c���bl� �����°Iin�s �c� p�°�ve�t ��� ' �e� ,�[� ��?�°3(��'��l�:� } 1°' t���J u�=' ' 'r� � : ��.��� � � ��. �c� �s�z� �c�� � �'c���i � i�z ar�side buildin - T e '�,' cc� �r water tube �rt�u ht f� j � �� � � � �:�i�I�,�,� ���1�1� �; � � � � YP � �� � � possab�ll�y caf cc�nt��.�������. v,��. ��� i � � � � . EXiS7lNCs 1 ScAM ��p}��r ���n�s ��d rsc� l�ad sold�r. �9���°'i���� �t°� { T.o.s-����.=���-� f2�� , r ' _�= ._ -- _- - --- --- - `' � � ____m/�-u: _= --- _.�_- -�-__---m_��- _-.-_ ______ _. rr _ ���--. ---__����- A.�__ _ _ _ _ '' _ ___ - __ � _� __�___ ___ ____� _--___ __.__ _____. . . . . . . . . . . �.�,�� ._ ____ ___.._ ;=i_ �._ ___ __�.� ___. �:-�;_� � _ =-___. � __. � �_ --- �� -_-_w. _�ilLL _� _ - _-- _ __.______�z.__.________�:_��� _ _�- ���.�� � __ _ _ _ :� �__ ___ _ � ._.__ __.__. .� �__ � � _� __ � � � ___ ��_. ____ ._____ .___ . __ ._ 1�. ''��sfi� � �Ier��p�p����; z�s�de b��1d���; ita�darcl w�z�ht, C.I. so�l pipe, and it��n�s, or ;� I i � � � � l�:�ab��ss, �.�. sc�il p��� ��d �t�z�gs. U� th�c�ugh 2-ll2" may be st�ndard �vezgh�, ,E, ! ! I � -� � i � �� �alvaz�iz�d ste�l pi�� �r��� �l�ck, �.I. drainage fittings. I � ! � i �� � } �„� � � � � � , , ;!� i ( ; I� � ----- _-� -� _ - - -�� _ _ _- ---- - = -�_ -___ �_�,�' c �` � ��� �-�� . � ���-�� � 17. I-�eat�ng '��ter p�pxrz� - Type L copper, wrc�ught capper fi�tings, and na 1ead sc�lder. � 1 � ��-� T'�T,��t�t��t �#�,��' ��e��,�t���i� � � ! z ��� � , i ��I ' � _ ��� �'��L � �fi��4. �i� � � � 18. Conden�ing Bc�iler �Qnd�nsa�e sha11 be neutralized via a neutralizatic�n basin before I �X�S�,,,�G��+,� �,�L � ��� `��°�� �x�,��'F�c�i�C�t� �- d discharg� in�:t�building drainag� syst�m. Candensate piping shall be PV� or other � � j -o.�T��'-=�2�-�i'� - _ � s s � � � _._._ _._ ._.� ____ _____ _`_ . �E�`� �'��1- ��t��`���'��2, � p apprc�ved rriaterial suitab�e fc�r p�I levels of 3. � _ �X 5T�� , ��� 1' - - -- -- _ ____ _� __._ �_.._ ____ ._ _ � � I.{7.C3 f�C�=CJ�pi r'J ��I � � � � � � � }"' I �� ( � 19. Gas Piping - Schedule 44 black steel pipe, 15Q lb. malleable iron screwed fittings on �I � ,�� I � pr z above rc�und � e, welded fzttin s with a11 r ln coated and wra ed on buried � e. � r�� � � � P�P � P P g pp P P -. -. - � - - -. (ssued �or � � CSST pip� is permitted for final connections only. � 1 + ( �(` ____ � �. � � � ___ � .__ ---.-- ��� � ►r� c��t�'Et�2 �� M�zz�u�r�E � tL 1 { ! � � � ,_�,� ��, C�NGRETE SLABn SL��'E Na. Date Camment Z ui 20.Gas �alves - Lubz-zcated plug valve 175 Ib. �V.O.G. iran screwed or flanged. � � � � � �(� � `'�-EX,st��� , ��a� ���cRETE T��u�4RD5 ����R � �t1���� ���RDfNArt►�N '� w - � ^ � � �_ � � � - � - - T�O.STEEL=SLOf'r5 - }�I�IN 2 �4I14/1� P�i�MIT � +_- 21.Cc�pper pipe Valves and Specialti�s: � � � � � � �.;� -=- -- - - .�_. ____ � � � � C7 U1 � SF�EL LA27DER MOUNTED i I ? GOLUMi�t TO MEZZANINE � } I � � Gate Valves: Bronze Class 125 200 Ib. W.a.G. �I� ` I � ��� � � � `' "' ( � � � � , , �Q � 2" INSl�L.4t�D HIU�vIR F'(PINC� l�P '� Ball Valves: Bronze, Class 1�5, 2Q4 lb. �V.O.G. ��RiM r �c� �a�a �R�M NX-1 4-{EAT EXG4-I,4NC�ER, ��R � Check�alves: Bronze, Class I25, 2001b. W.O.G. �j� � ( �°o'"��L`s A�",� ��� 6 � � � � � ��� � � � I � - - - - P���. � SP�4 NE�4t(�1c�, RE� Mi,�l.4 u�t +�- a � �t„� I I w AL Balancing Valves: 125 psig w.p. for 254F service tight shut-off, Illinois dual-purpose, �no � � � �W a balancing/shut-off valve, Hoffinan, Sarca, ar equ�valent. �1� � - -- ---- -- ��,4 ��° � .� � �, z � I Ii I ( � u,r�� � C�?��"� �� ����� �. � 1_!_ _11 T ____ � � �z� ��������`� �. �� z � � �,�-;,m,,, -_ 22.Support pipe with rod and clevis or clamps. No pipe tape allowed. =---- --_ ==.= �=-= = - =�- � =� - - - _ - = �°_ = = � �= �-�- - � � ��� � -����� �° - � '� w � � ��� � � � � � 23.The piping material shall be metallic at aIl pipe penetrations af f�re-rated assemblies. � ( � � � � ��� ��u ! � �`���`� ,�R_. . ,�.�_F� � Q ( � � �X[StINC� 6° +II � � - - - � - ___._ _ � __._ � _ � ., . � ._.m._. r_�..�... �} 4 24.I7ielect�.c Umc,ns - Furnish and lnstali a dielectric umon at all connect�a�s where s�'c�t�t p�►�1 I I � � � � ��� � _.__... ____ �_... � �.. � � � - � _____ � ����# `� � � non-ferrous material is in contaet with ferraus material and fluid is not protected with - ��7 �n {� I ! � 1 4�T _ , _.�.--- � z� corrasion inhibitors. � � � { � � � � E � ( � d � _._. � ____. � . � . � � �I�I. _ . - �I-- . -� �. - � � - _ � _�� � - � � - - - - � _ U I ! ( ! ( (EE � i � 1 � � a �� c`XISTI C GHANNEL ( � (�� ��'��iAI dN ST°c°cL DEC3C � � � i � T.O.STE�:�iez�-� irz�� ��i . � a�ove or�e��c�.veK-r � MEGN,4NIC,4L i���M ,48�'oYE � � CS�-I�WN I�A8NEL7) �x�sri i B�,�M - - � � � � � � 1 I I I ��.5,���5��P�S II I � � 1 � � � � I►I I I - - 11 ---- III � I � �I� II I � � - ------ ---- ���:��� �.�Y�� � ,� � � � � I ( {�� 61-- - � � � � - � � � 2" UJ FR�M �'"��C����C,4�. ��,�I� _ � z `�I ( � (� I � MEGN,4N(C�4�. � c� I i � � � � ��i (f � R��M �Lfi�R ,� � z I�I I I I I � '' � - � - - .e � � � � ��r� ,���� j � ; � - .- ,�r� � fl ' ' � � � � � � � I � I .� � ,� � �, � i ����-� � � � ___. � ____ __.._ .._ - - - - � v � _.__.. � � ____ ` __.. � .s ` _____ � ____ ____ �.. __. � ____ � _._. � _._._. - � �r�,���� �o. s�a��: a � ° c�u�t�c-r uEw 1���8s�� 1/�" = 1'-�" � � � � W,�s�� �«� �� I I I I ` � �' ��f�tlNGx t�T't'E L?rawn Sya CF�ck�d By. � � � �I�'71NC� STUB ��}..� �D� � � � � � � � � � � � � � � �Xla'CINC� Er" .� � }- � 1Ux48tE i�15ER 1U1T1-1 �..1 � � � �� � � C�.� �, _ � u ,� ����� �+�� � U �.. GLE�N C��11" �. L �` d �� U ' I I I I I I I I I I I I ��� ��� � . � ��`�.:._ . ____. ...._..._. .) ..�.... . ___. _ � . _.._... . .___._ . .._._.... _ — . — � _._._. _..._.._. . ._._.... � _ . � . _ _.. � . _ ! _ ____.. . ._._._ . � . _ — � .�.._ �. � __.._ ___._ . � _ . _ _ �` _ _ . _ �._ ..�,_. . ___.._ � � . ..._.._ ___.__ — — . — � — . � � — . — . ` — t��r' vtam ( EX(StiNCx C:AS B�iB METERS p �; { ( �-- -- -- -- -- ,.—. _ ��.._I � . I ( � � � � � I � � � f � � � l � I I f I I I I € 1 I I I I I � ���p°����,�����'����,►��t�� � � �,����� ��� ����� ������ ����� � � � � � � � � � I ( � � � ( tAf°F'R�XIMAT��.1' lS" t� 1�4" WGI, � � � � � 1 � I � � ( I � I � ! � 1 ..__ � . _____ . � . _.___ . ______ . � . .�. .�__.. __.__ . � . � . ____.. � . __._ . _._. . _.._.._.. _____ . � . � . ____ . _____ ___._. . _____ . � . � � . .� . _ . _ . ._ � . ._.�. . ___. . ..� . � . � .____... . � _____ . __._ . _____ . ._._....... � . .�. . ______ . ._._. . — . � . _____ . _�___ � . _____ . _.,_.. . ____ . � � . _____. � . _____ _____ � . _m___ ____ . �y N � � I � I � � � � � � � � � � � � � � � � � N t ; � � � � I I I I I I I l I I I I I I I I � � �, � I � � � I I I I I I I I I I I I I I # I � � � � � � � � � C I I f I I I I ' ' ' 1 I I f I � � � � � � '� � .. ! 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W c!') 5H �THRC70 NAxLLWf�;Y 5 t�tiMP �iATfiROCJM �L.�GTi21 G BUI�Ef�AN17 ��;TEND TO P,hNEL � „ �"n; F" � 'i�Q�L'. � Mf' SZ-1 �t'7WMELT ZOt� 120 I f/b HP I� fk 2#12, I#125, I!2 G �7`D �'ftN�L � J ► t b ,� •B��.00M�� = G� � - -� 8 i3UIL.�R I 120 I 2.0 PLA 15 ft 2�f2, I#126, ii2°G �TO PAtNEI,. � ; � � �....._r�-- -- � "S,4'i'HROOM° I, . � B BC?It..�R 2 I2O I 2.0 FLA 15 A, 2#12, I#126, 112"G �TC� i'ANEL � . _ _ '� � "B�4"fNRPOM'� ' EYJH E�GTRIG Wf�LL t�'iER 120 I 500 W 15 A 2#12, i#12E�, I/2"G $TO PAN�L. 2Q4AJ2P I "Bft7HRrJOM° (2�1� FUSE IR tN�-R�D t-lEf�T�R 240 I 4.O KW 2a A, 2#fO, 1#It7E, 1"G 30?J21' i'fthlE� 1 � M M h�i �TYP. 4� 31 I "e/�'rHROOM" 4 IR iNf�2ft-RED HEftTER 2�t7 I 4A KW 25 P. 2#1C7. i#1C36, t"G 3UJil2fi' t'ANEL t ' ��, '��"����„,� � � � "BATHRC?OM�� ,�`�'���� �° �; ��`'�� 6ENERALNOTES� ��,� °' ' ���. A. i'�-R TC? MEGHAtJIGAL PLANS FQR 5P�GIPIG EQUIf't�'fEN'T'LGGf4TIDN5 p+ND R�QUIREMEN'fca. a � ';� - {� !20/Zt�BV S�RY)G� r�: � � •� �� q�� �i�( B. PRIOR TC7 12�Ut.kSH-IN,GUf.>RDINATE A�U.. M�GHA�NIGAI. EQIJI}'N�NT�'C7YJER AND CAI�GTIC7ht i*'.�tRUiR�MENT�s WITN �,4� _ NtEGHANIGAL GDNTRA�GTOR'S PINAL 9HOP PRAWIN�'i'`a. '���" � G. PR01lII?�ALL. 120V GCJN7R,UL WIRIN6,R:�R TO :�U�IG�4TIDt�+ �C7R F�1R7HEt2 C.PJN"ff'�OL WIRfhE6 GLftRIFfGATION. p. � ��''r D. E7�'TERIOR DISC�ONNEGT aWITGNC�ARE TO BE PRI.�VIDa7 A9 tJ�MA 3R EQUIF'NtENT UNL.E-�G7T�RW15�NOTED, �.�"�°;,,.,, �� ��'�` , E. EG TO i'ROVIDE NftNl�/DFP/AUTO 5TAi2��A�LL Mt7T�WHEtJ idC7T 1NDIGft'i`ED Aa TD B�PR+C�VIT7�I?f�Y TH� MEGHANIGAL ��:�r`C��t}��.�"� CANTR.�4GTOR 011 THE MEGHANIGAL i'LAt�+,° 51Z'E O� STAtRTER TO� BA°.sE'D Uf'C?N 5lZ�C� M07UR HORSFPOYJ�R Ii�p1GAT�P. 1 E�ECTRICI�� {�NE—LlNE DIAGRAM 5}'�GIPIGNO'tE�'�a E-3 SCALE:N.T.S. I. I�°RE� �TEF2,�'r TC7 8E GONTRO�.LEP VIA 3C)°MINUi'E TIMER SWITGH. 71MEt7.SWITGH FROYID�D WI7N H�f4TER, POOL �QU(PM�NT SGH�t7ULE KE"( D�'aGRIP710N VOLTS PH LOAD MUGi'I �R. 17I�NNEGT STARTER GIRGUIT NOTE�a HP,KW�Ll� M�5 tJ�MA�512� AIJX GQiJTAGT A ftUTC?P1LL GOt�TROLL�R 120 i C?.'�a �t.r�. 15 !� 2#12, I#12C, 112"G i�GEi' -- -- Pt7DL -2 3� NEMA 5-15R � A AtlTOPILL CAhtTRC)I.LEi2 120 1 0.5 PLA 15 {� 2#!2, (#12C, !J2°G R�G�P -_ __ F'UC.�L - 2 � NEMAG 5-15F2 /� r- P PIL7ER PUMP 2�it3 I 3 HP �40 A 2#8�, 1#106, I"G bUp/2P BY f3Y POC)1. - I,'� I�i.■� ('� �, I (1'7�L.A1 P.G. P.G. ( /"� r-- F' .�1"F'UMP ! 2�F0 I 3 Hf' 40 ft 2#S, 1#106, t"G bO�l2P BY BY POOL - 5,"t v ♦ 2a (I"i FL.A) #�.G. F'.G. �-- P ..IET PUMP 2 2�U ! 3 NP �FO /i 2#8� 1#I t?.F,sr !"G f.Ufti12P BY SY �'QC7L - �{�11 /�-�, 2b (I"i �1..1'�} #'.G. fi'.G. rr .Z �,,,.1 #' HOC�aT�R PUMP 240 I 3f4 HP 15 ,8. �#12, I#126, I!2"G 30A/2P i3Y BY POOL - 13 � � 3 (13.P �1.A� i�.G. f'.G. � � � � �' g�„�'�� .�� � �J � �J� 18s ��?r �#��'7r {p�i ��.�� � �� }���.. " ��i�� � �� (2� �i..�J �.c. �,c. GL G tJF2P GQNTRC�L.L�R f2C3 I 5.4 �LA 15 A 2�12, 1#126, 11.2"G f�G�' .._. __ P�70L - �F � � � ' � NEMA 5-15R � ;`; H t'40L H�A� 12Q 1 0.5 �LA 15 A� 2#12, 1#126, 1I.2"G �TD --� -- POOL - 6 /� � � is. � � � OZ OZOt�E�FTIERATOR 12Q I IOOt� W 20 r4 2#12, 1�12Er, V,2"G $TO -- -- F'OG7L - 10 \���j �'' � 1 v w s��Liz� i2o i i.z �t..�, �s �, 2�i2, �#i2�, »�°c � -- -- �or�� -e �"' � J ;; � Q GT�1 1�001� GONTRQLLER 120 f 100 W i5 !t 2#12, !#126, 1/2"G # --- -- PODL - 14 � j�„� s� � � � � � , _ AG POUL AUi'OGQVEI� 120 I b50 W t5 A 2�12, I#126, 1I2"G � - -- PDOL - 12 / - ��fTIEF2RL NOTE3: �I•I • 1 ���y W A, i'RUVIDE 120V GONTRC7L WIRIt�A5 i2EQUIRFD FER POOL�QUIi�M�1�tT 5GHE1"�IJI.�ON POOL L�fi2AWit�. �� � B. �R TO POOL DRAWIhkr'fa�OR EQUIi'Ni�TtT LOGftiTI0N5. G. �IELD VERIFI' ALL �QUIPMENT LOAL�S,YOLTA6�`i,Ai�3 i2�GOM�ki� �51ZIN6 PRIOR TO�N�R61ZIN6 GIRGUIT. � � "'�?�tt,r"�"� '(�� �°��� t�. THE�GTRIGAL GQN'CRA�GTOR 5Fi{tLL REYIE4J A+Ll..AQUftTIG9 i�LA�NS I�NP PR.OVID� ftl.L WORK A5 G/ki..L.EI� GX!'f TCl BE GC?MPL.�7E17 SY iri. "� � � T}�#E �LEG7RIGAL GONIR4CTOR. G�lNA7�WITH PC�OL GUNI'RAGfi�R. ��"����`��� � � ��"��� ����� �. ,4LL 1�15GONt�GT9 aMf1kLL B�NEMIk 4X R,4'i'�WITH NG7N-ME"fa1..L.IG�T�1GLU5tJRt?�ND 5"fA�1t�S5 vT�L h4AtZDWARE�OR GC?h�.F�ION f'�18rAhiGE. �,������t`' �° �. MOTUR5 REQUI}21N6 5TAR7�R5 SH,��LL UTILIZ�G(?MBINA�TION STf�.RT1Dt5GONNET. STAR"T'�R5 SHAL.1.BE NC�N-RE'1/ER51Nv WITN N�MR4 � ��� N B 51ZE A5 LIST�D, ALL STA�R'T'ER5 SFIALL UTILIZE GIRGUtT BR�Ak�FOR 01/�RGURRENT PR�C7'fEGTION. ��g�;; 6. i'R.OVIDE Fl..�CIBLE GONDUIT GONT�G71C1N AT/�kLL FUMP MQTORS,MlNINR1M lP,�" IN LEN6TH, �LEGTRIGE4}.. LOAt7 StJMMARY fOPTtONAL. NtET#ic�T?? pryF�i'�� ��m H. WH�MOTOi2 15 WITHIN 516ti'f�R TH� I�INITION C7P THE htEG) OF 7HE MGG.TF� INDIG,�4T�D DI�ONNEG7 SWITGH !S NOT REQUIREt7. ���v t. A,LL MOTCJRS tG'rREATER THAN?S HORS�'�'OYJER ARE Tt7 H� P#20VlDEU WITN TNR�PH� i�R.�3TEGTION. L1eHxth�a �L tzsc,a�'AGLES ,� ������ ��� J. ptLl. METAL PARTS t2F EL�G'TRIGAL EQUIPN�NT A55UG1,4TED WI7H THE P041. WftT�R GIRGULATION 9YSTEM, It�LURIi�S F�IJMP MOTOi�S At�A(S.FJt Y,a,15.F. LoAt� ����� � ftND METAL.PARTS l�i�(',�IATED WITH PODL C�7'.�RS, INGLUDIN6�GTRIG MC7TQR�,firR�TG?BE HONDED WITH /�A�50L1t? #8 I�W6 C�UPP�R GOhlt�tlGTC7Ra. 2,'tb4 3:0 = 8352 YP. °" " SM�AL!_At�'PLIANCES �GI�PG N��IEE_°i: 2 I500 � 3U'J�f7 V'A I• LAUFKJRY'GiR�'•IJ[T5= I ISCX? = 15Q4 YI� W 1?.852 YA X It7c7AS = 12b52 YA � APPLIANGES, � E4Pf't_IPdrC'.E � 1.OAD r�n+�t.��t�r+�io�otr-�+,�ao+r.acr�v.�++� P'}�NEL 'Plt�i' �''A�NEL 'PC?O'L' ..�°r�D zu� i i000 vA = 'iooa vR VOLTA6E L-L: 240 LOG�4TIQK= POOL EQUIPMFNT MEZ,a.Nit� VOL7r4� L-L� 240 I.OGA�710N: POOL EQUIl7NIENT h1EZRt�tiPlE n��tw,�s+i�rz 2 i2ao v,t. = 2a4ao vA VOLTA6E L-N= 124 HUa R,a�TlN@= 1�7 A�MF'S VOLTI4+S� L-N: 12t� i3U5 RAGTIN6x 150 l�.Mf'� � ,�ool�la�uN:+�+t'tH�Co11Tlefik'.T "t'YPE= IPNf3W M,hIN GB= M1,0. lYP�t IPI-1I3W MAIN GB= M.1..0. � It�-�t�,`r�. 2 aor�a YA = 8aoo vA M�UFtT4t�= aUR�AGE S.G.i�AcT1N6, IOK,41G �iJll,Y R.�T�D MOIJAlTIhl6: SU�AG� S.G. t2ATiN6k IOK AIG WLLY 4�ATED � Ba�t..�t 2 24v vA � �ao vra Nt7T'�"s� F�fi20M: EXISTIN6 125A M�'i'�/DISGUt�GT f�TE�i: i'R�'1VIi�BY POOL CANTf7�G70R �EU �M: Pftt�1.. fi'IC71 p� SOit.�t f'tiMPS Cl/bNP) 5 528 VA � 2bM)YA � � t�o�t.�z t�ttn�l 1 irte v.a = Irtb vA G(R. GG"f LOAt7 LOAD GlR�Ui1'�RKR HU5 GIRGUIT BRKR LC�AT.7 LOAt? GGT Git2 GIR. GGT LO�D LOAD GIR�GUIT HR�R HU5 G{RGUIT BWCR Lc?,�U �.C3At7 GGT GIR � ��MC wAt.!_HEA'r�. 1 50o VI, s sao YA NQ TYf� VA� L�E5Gi21PTIUN POi..E TRIi' TRIi' fi'OLE 1�ESGRlPTiON �lA TYPE t�C7 1� TYi�E V,As GESGRtf'TION POI� TRIP' TRIf' POLE t:�GRIf�T10N Vlk 'TYPE NO "i 1 5�'�, I 20 A� 20E'iFl i i2�G*2A4^�R 500 E 2 I M 2Q40 �IL7�R PUMf'{�"-U 2 44 A 15 I r4UT'OFILL(,+�_�-___3a,A�-3b} . _ 124 � 2 � P1wlL.'FW`.u�Y4r-17A+4 i�ar•iodtir,N�kY� 3 � 5f'Afi� _�_ . .. � 2ca s � 2c,i�� � � t�DR'1�R �__ _.. soa �E V 4 3 -.M Y 2oao _.�._ .__ --�_ -- _B__.__15 __ I�_ c7t�'coNTRO11.�(c�-�) �. _ 600 �_._ �_ � MlcROwAVE ! 1200 VA = 4200 VA 5 SPAR� I 24 R0. 20 I M18G °h'�GEP,�IR.E PlT 640 R 6 5 _ M 20�#U ,�T�f�''~2c�_ 2 __4U ,ac '�°''�_ __ I �PUOL Fi�'�tR.M-5)_���@ 60 � 6 � �ic-�tz�TOR 1 750 VA = �5c?VA `t �S!'P�R� I 20 S 20 I MISG REGEP � 360 R b '7 ; M 2040 ____� _ __._ �_ ��_-�-- W�'�RILIZER N-�1�� 144 E b �;, � GOOKTOP 2 3300 VA = bb00 VA �{ �PARE �I 20 ft 20 ( 1�C.K (..1�5kFf�}�16 �.~'_ SOC3 L 10 Y a M 20�C? .IET��'�,2b� 2� �O � �� 2C7� � OZC?�6Eh1ERf�TC)R(O�-�) ��0� �� E 14? � ti w�r�coca��rz � sao v� = sao va It 5t'AGE �_M B 2C3 I SPAi� � 12 JI� M 2U4O � ..._ �—_..�_ _ 15 I �AUTc�GQVER{A,G-Ij____���.�...__�5C) � M 12 Q rv�NC-� � �2oaa vA = i2000 v� 13 � � 5i'AGE �_0� ft 2G� ! SF�AR,E � 14 13 M �828 BUD�T�R�R PUMF"(i'-,3) 2 15 ,4 15 � I i'OOL GOtZTRULI.�R lGN-I) ___��----�--.... �� � t� w � wooQ F� i isa v� = isc�vR �� � �AG� _____.T_____ _ _ B SPAG� � ib 15 M 828� -- _._� _ __�-- � 8 2�6FI � I i'c70L L.16HTIN6 �:_ _600� 1� t6 '- � '' o a, �Rtc��.ror2 r -rsa v�, = 7so v,� 9 12428 PANEL 'POOL' - .... A � SPAG� I'� LM 336L� �iAC?U..1�T PllMP(P--15) 2 �O ,4 _____. �_�_._ __.._. _ �� � d rv �p nt�wr,�� � i2oo vA = iaoo vt� 5 43�W2 -- _ - -- B �F'AG� -____ iq LM � 33b0 � _� ..._ � � . ____ ___._�._.____...v� _ 2a �' � r.� to W IGE MAKER I '750 VA = T5l?VA "" v DisposAi.. i ii�6 vt� = irtb vA GGT T'YP�: L=LIEHTlAlI6,R=REG�PtftGi_E.M=Mt7TC?R,LM=LAR5E5T MQTOR,E��QUIPMENT,iCE=IGITC.f-}�QU1P,5=5U6�L-"ED PAN�L GG7'f°fF'E: L=LI6HTIiJF,tZ=fZEG�PTAGLE,M=MOTOR,L.M=LARC-`�aT MOTOF2,�=EQUIPh1ENT,KE=IGITGh}�QUIF',5=�118F��D f'�NEL � u? GL07HE5 W.�SF+ER 2 �2oa v,� = 2aoo va GGt TYf'E: 1,OAD i�1l1LT i��h1f�ND�D L0,4D TQTP�L GONNEG'T'ED LOP�DS GGT TYi'�: LOAP NAJLT DEMAhiDED LOA�D TQTr41. CANN�GT�D Lt7AD5 Q "�i EhiTERTAINMENT GENTER 1 I20�VA = 120d VA L��T��16: �l�O 1.2�J (?�rJ' \/f'+ � � ��C-�I-ET��I�: �00 �.��J ��'v0 1lf't f4 $ � t�u�i�s�iESZ 2 I20D VR = 240tJ VA i�G�PTAU,�: 1000 I.O 1004 V�4 Vft 140&8 14352 R�G�PTAGI..�: O I.O O Vft Vft 115�8 125tJ2 � .��cuzzi ru� i i2oo v,� = izoa vA C7VER tOK: Q 0.5 � V�h TOTAL DEMftND�V LOADS C)V�R IOK: O C1.5 Q Vft TOTA�L. I�MA�NDEU LO� � �a4►z V,a x IooRS = �a4-r2 VA MOTOR: C3 I.0 4 YA� ,� B NK�TOR: 14?46 I.O 14'1�46 YA !� B m L65T Mt�TOR: Q 1,25 O VA YA 141q3 1�4352 LCrST MOTQR: 6�20 125 84C)CJ VA 1(/4 12428 I��i2 �; z ° o .,,, Tot�..r�oh�-���YA� bi324 VA �QUi�'MEhtT: IU00 I.C3 IC)00 YA� AMf'S IIB f20 EQUIi�NT: 2024 I.O 2f)24 Y,4 AMf'S fD4 ({2 a -� � _ � � ` � lC17GH �QUIi': O C? O Vft Tf�TAI,. QN 2�fi KVA� KITGH�QUIP� C3 O C,� VA� 7DTA�. 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Engineering Desigrt Group, nc. � I � ( ( � � � I I ' ( � � � O I f �� f �� ! �� I � � � � � � � � � � � 1 ELECTRICAL P�AN — LEVEL FL(J�►�t C}NE ,� � �, ° �2.i sc��E: � �a�� _ ��_o�� "�C � � � > G�! I�. � � � � � � � J � .�, = W t.t_ vQ N e .� SNEEf N .: � ,C W � � �.� ■ � � � � � Q ABBREVIATI{�NS AND TERMS GENERAL N�}TES GENER�L NC?TES L ANG�E LIM SW LTMIT SWITCH l. WATERSHAPE CONSULTING, INC, (HEREAFi"ER 22. THE HIERRRCHY OF CONTRACT DOCUMENTS @ AT LIQ LIQUId "WCI") INCLUDES ITS OWNERS, OFFICERS, EMPLOl�EES, SHALL FOLLOW THE AIA'GUIDE FOR SUPPLEMENTARY �. CENTER LINE �L LIVE LOAD AND CONSULTANTS WHENEVER REFERENCED. CONDITIDNS'AND HIGHER COST CONDITIONS SHOU�D ° DEGREES LPG LIQUID PEfROLEUM GAS(PROPANE) Gt7VERN WHERE CONFLICTS QCCUR. � dIAMETER MATL MATERTAL 2, CQPYRIGNT 20042015, WCI. ALL RIGHTS ARE � FLOW�INE MAX MAXIMUM RESERVED AND VIOIATTQNS WILL BE PROSECUTED TO 23. THE CONTRACTOR SHALL VERIFY ALL # NUMBER OR REBAR SIZE MECH MECHANICA� TNE FULL�EST EXTENT OF THE LAW. THIS PLAN IS THE DIMENSIONS, E�EVATIQNS AND SITE CONDITIONS AND � � P�US OR MINUS MEP MAXIMUM EX�fENT PRACTICABLE WORK OF WCI AND SHA�L NOT BE REPRODUCED, SHALL IMMEQIATE�Y NOTIFY THE ARCHITECT AND R PROPERTY LINE MFR MANUFACTURER COPIED, OR OTHERWISE USED WITHOUT WRITCEN ENGINEER OF ALL DISCREPANCIES PRIOR TO STARTING A AMPERE MiN MINIMUM OR MINUTE PERMISSION. WdRK. AB ANCHOR BOL7 MISC MISCELlANEOUS ���A� ABS ACRYLONITRILE BUTADIENE STYRENE MNPT MALE NATIONAL PIPE THREAD 3. THESE IDEAS,CONCEPTS, SKETCHES, DESIGNS, 24. IF A SPECIFIC DEf��1ZL OR SPECIFICATION IS NOT ACS AUTOMATIC CaNTRO�SYSTEM MOV MOTOR�PERATEp VALVE DEfAILS, DRAWINGS, SPECTFICATIONS,ANQ NOTES ARE PROVIDED THEN CONSTRUCTION 5HAL� BE TNE SAME ADA AMERICAtVS WTTH DISABII.�ITIES ACT MSL MEAN SEA �EVEL 7HE SOLE EXCLUSIVE PROPERTY OF WCI. AS FOR SIMILI�R WQRK. THE CONTRACTOR SNOULD AFF ABOVE INISH QT F�OCtR NTL ORTN �. NOTNING CON7ATNED WITNIN TNESE DOCUMENTS E GIN ER.MISSIONS WITN THE ARCHITECT ANQ � ��� � ,,,,,..�++�� AFG AB�VE FINISHED GRADE NA NC7T APP�ICABLE 5HA�L BE USED BY OR DISCLflSED TQ ANY PERSON, WATERSHAPE SCHEaIJLE �P `� AHJ AUTNORTTY HAVING JURISDiCTI�N NAT NATURAL FIRM,OR CQRPORATION FOR ANY PURPOSE WITHOUT 25. 1NRIZTEN DIMENSIONS SHAL�TAKE PRECEDENCE FILTER TURN SURFAGE PERIMETER MAXIMUM USER �� UTHER Sl.1B • ALT ALTERNATE NC NaRMA�LY C�OSE[7 THE EXPRESS WRITf"EN CONSENT OF WCI. aVER CALCULATED DIMENSEONS THAT SHAL�TAKE �D DESCRIPTI(�N QTY RATE (��/�� VC}LUME A�� DEPTHS L���-�-� USER CAPA�ITY T��� F�ATLIR� SURFACE RIC)TES ���������,� °; ���� A�UM ALUMINUM NIC NOT IN �C7NTRACT PRECEdENCE OVER SCALED DIMENSION5. APPR�X APPROXIMATE NO NORMRL�Y OPEN OR NUMBER 5. WCI ACCEPTS N�RESPtJNSIBILITY FOR �GPM} �MIN} ��A�� �SF} �� ��T} CAPACITY BASIS t°F} PUMPS LIGHTING APSP ASSQCIATICIN C?F POOL&SPA PROFESSIQNALS NOM NOMiNRL INTERPREfATI0N5 OR RESTRICTIONS THAT MAY BE 26. WCI HAS NOT INSPECfEQ THE SITE ANQ A SOILS �aL PUOL 1 40 1$0 ?,189 257 4 65 6 40 SF PER USER $4 N/A YES �a�'���H��'��q����-'���1�,���� ARCH ARCHITECT NSPI NATIONA�SPA&POQL INSTITUTE IMPOSED BY THE HOMEOWNER'S ASSOCIATION. ALL REPORT IS N�T AVAII�BLE. WE HAVE PREPARED THESE A CALIFORNIR CORPORATTON ASSY ASSEMBLY NTS NOT TO SCALE tAYOUT DESIGN, MATERIAL PLACEMENT, MATERIA� DFtAWTNGS It� RELIANCE ON INFORMATION PROVIDED SPA SPA 1 63 30 1,878 $8 3.5 38 11 8 SF PER USER 104 SPA]Et"5 YES AUX AUXILIARY NV NEEDLE VALVE SPECIFICATI�NS, t�R OTHER ITEMS W£'1"HIN THE BY THE CONTRACTQR. THE CONTRACTOR IS 14Q �t�MAS SANTA FE DRNE, SUITE 202 AWG AMERICAN WIRE GAGE 03 OZC}NE HOMEOWNER'S ASSaCIATICIN'S JURTSDICTIQN HAS BEEN RESP�NSIBLE F�R VALIDATING THE SITE CONDITIDNS SOLANA BEACH, CA 92075-i252 USA BB BC?ND BEAM OC ON CEN7ER QICTATED SOLELY BY THE�WNER. AND C7BTAINING ADDITIONAL DETAILS AND/QR BCV BUTI"EF2FLY CHECK VALVE QD QUTSIDE DIAMETER CALCUi�ATI�NS FRdM WCI SHOU�D THE SITE pHC1NE: 85$.720,1001 BFP BACKFLC?W PREVENTER CF/CI �WNER FURNISNED/CONTR INSTALLED 6, WCI IS NOT RESPONSIBLE FQF� ERR�RS OF CONDITIONS BE IN CONF�ICT WITH THESE DRAWINGS. FAX: 8S$.720.90U1 BFV BUTI`ERFLY VALVE OJO OUT TO QUT IMPLEMENTATIO(� BY C�NTRACTOR�R FOR CNANGES, BLDG BUT�DING pPP QPPOSITE DELEI"IONS, SUBSTITUTI�NS, C3R ADDITIONS TO THE INFQ@WATERSHAPEC�NSULTING.CdM BM BENCHMARK ORP OXIDA7ION REDUCTIQN POTENTIA� PI.ANS, SPECIFICATIONS,OR PRQJECT BY OTHERS. WWW.WATERSMAPECONSULTING.COM BMP BEST MANAGEMENT PRACTICCS PA PIPE ANCNOR C}R PI�iNTER AREA BOT BOTTOM PB FULL BOX 7. WGI MAKES N(J REPRESENTATION THA`t'THE ` �s '` "' ` �� :.� s`� : . BTUH BRI7ISH TNERMA�UNIT PER HC7UR FCC PR�CAST C(�NCRETE DESIGN MEETS OR INCLUDES A�L APPLTCABLE BUILDING 811 N('�TE ��'�� $ { ' ' � ' f` � ' ' Cc7 2004-2C►15. AL�RIGHTS RESERVED. V � x��l�3.<'�J`2 +•xs �. t "� � � .': �� � r �, '# STWN BETWEEN PERF PERFORATED COC�ES AND/QR STANDARDS OF THE AUTNORITIES ��`'��,��'���'�����4����:� f ,� 1 '��� � , � ' , `��,� NORTH �'� ,� �ts,�� '�.�'�.��"�,.�'� �. :i � ' � � a�f`y5� -� �� ,;.: � L�� � �" BV BALL VALVE PERIM PERIMETER HAVING 7URISC�ICTION. PRIC3R TO USING THESE l. 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CAL�AT LEAST 3 DAYS BEFORE DIGGING �R DRILLING ���'r,�<v' ' �.;, „.� ` �� j ` ; ,;' ' � r<�,� �� r���� `���` � ••. .••'�„�' � CLG CEILING Pt3TW PC?TABLE WATER $. WCI p0E5 NOT CONSULT ON �AFETY, SECURTIY, TO AVOID SERTOUS FINES AND REPAIR EXPENSES. ` � , � � � � $��� t,� ' f �' , '� � ���t � ��,�� t/•^•�p••�• '•��„C1� A�k"S!✓Swa'�.a�#3�r �x ,;:�,, .�.<� .3!s`'�tS' ��^z�*3� r ; ,,.a s�'.y>,�,,�, 11�V �� CLR CLEAR PPM PARTS PER MILLTtJN OR ENVIRONMENTAL C4NCERN5 RELATED TO ACTUA� `�s��'�������;� ;�' ` , r �{�k� "'� � "x �.. , ,: _ . CMU CONCRETE MASONRY UNIT PR PAIR CONSTRUCTION MEANS, METHODS, OR PROCEDURES. 3. PROVI�E. � ' _ , � � '� � x ��" � � r �'���zs� �'; : t�f,; �;�Yz�,t'�£�:�;�J�tt}, , �� �� ; C� CLEANUUT PRESS SW PRESSURE SWITCH THE CIWNER AND CONTRACTC}R SHAL�SEEK ADVICE ADDRESS, CITY,COUNTY � r :< .,.� ..,,,,:.. > x;� ����}.���,�,� , � � <:. , ! <. -; , ,�,',�: '>; ltlllllil C�L CC7�UMN PR03 PROJECT FROM PROFESSIONALS SKILLED IN THESE DISCIPLINES FOREMAN`5 NAME, PHONE NUMBER,COMPANY �`� SITE <��������;���. , , `�`���� ����,�1�����-�Yj���l/jf� °° ` 6$ E MEfiDOW DR > .; ,�'f r: ' ;. % ; , .. ,. . f ; ' �'*"'� ��{ '�"P�ET'[��'�f�`�'�i CC�NC C�NCRETE PRQP PR�PERTY IF NECESSARY. NATURE OF WORK, DATE WURK WILI.SEGIN >:y,+ try'#,y"$^( „� s, � F ,w ,�;, "-' k 4C '� f i,y'.�ti��4�'44G.{RfsiS$ '� !, $`..' f '/Y', '�ti"w K'V� •1' w � CONN CONNECT PRV PRESSURE RELIEF VALVE PERMTI'NUMBER,TNOMAS GUIDE PAGE AND _ � � ;�� �. :,4 � � ��sx , � s'�; � CONSTR Ct7NSTRUCTIfJN P5 PIPE SUPPORT QR PRESSURE SWiTCH 9. ANY MATERIAI.S MEANS METHQ�S, C3R GRTDS � ��`�>}.�3� ' ��� L' %¢,�4 '2�{ �° ; , ' y', '��yC(pE�RT�].qN(0�(y, 2" � ( f �'t"CXf j . � ( ' � .+t , 5 5 E ^-�iXf��,Y3.�'�ki'E.��{ �✓ / ' Sf ' l "� '! (\I'6�J3�lIV CONT CONTINUE PSF POUNDS PER 5QUARE FQQT PROCEC?URE5 NQT DEPICTED IhI THESE CONSTRUCTION r} , , , ;,� 5 � � =',�: ;v�._ 6. COLOR KEY; ''� f ' � • $�' '" , {% ;�, �, ����� r� =�;� �;�� CONTR C4NTRACTOR PSI POUNDS PER SQUARE INCH �OCUMENTS SHALL BE THE SOLE RESP4NSIBILTTY OF 4. MARK THE PLANNED EXCAVA?ION AREAS WFTH WHITE ; � ;� ' : , ; „� ,f r � ; � �� �`? =.-'�•,-�-a ;�,�u,,� CPI.G COUPLING PVC PO�YVINYI.CHLORIDE PLASTIC SCH 4Q UNO THE OWNER AND CONTRAGT . WHITE- PRdPaSED EXCAVATION l %`,�' ,,,: ; , ' „ , �„������;� .�� ;r�',g'•.,,z 1-0'�,.���''�: ( , ) �R PAINT. PAFNT SHA�L BE WATER-BASED QUIK-MARK BY f� � ; � ����,���x�t f ,�t������.���F, ,'/ S ' ' �. �� C TO C CENTER TO CENTER PVC40 SCHEDULE 40 PVC KRYLON, PINK-TEMP. SURVEY MARKINGS , `��,�;� ; ; ' ; , � ����������f3 f, �g <,f �> � � l ,� �; ; ����1�A�'E ��'�'����'� Cl"R CENTER FVC80 5CHEDULE$0 PVC 1t�. THE CONTRACTOR SHALL BE SOLELY RESP(�NSIB�E RED- E�EC:f`RIC < , �Y'; : ' �'$�� � ;' � " �� �`f'�<�, �fj�ltltll1111����'� YELLOW-GAS/dI�/STEAM � . ����; , � ' !. ,,�;y �,��� ' �� �,,��1�,r,x�� ; >' `,,�. �' CU COPPER PVC7F POLYVINY�IDENE FLUORIDE FOR TEMPORARY BRACING AND SHORING OF ITEMS S, DIGGING/DRILLING REQUIREMENTS VARY DEPENaING ' ;: , ��� ; ,.f �' ' `� � ,���. ; , N . ; CU FT CUBIC FEEf PVF POLYVTNYL FLUORIDE (PLASTIC) INCLUDING BUT NOT LIMiTED TO E?CCAVATIONS ON THE SPECIFTC CITY CC7UNTY AND STATE LAWS. COLQR ORANGE- CQMMUNICATION�JCAN �� { ��'' ' ��" ��,4 � � � ' ! f l t 3��. �� � /,�: 5 .t' r�s�'�! ��3.�„�f�"r''s�'. r? °. l ; y � �. CU YD CUBIC YARQ Ty SLUE- WATER �� t r f � Q QUANTI"fY TRENGNES, FORMS,AND ERECTED STRUCTURES. THE C�DES MAY VARY AND I�OCAL REQUIREMENTS SHALL ;, � �,� , i �,r � �� , , � ���������� rf , '' < €, SAF�TY D DEEP OR DEPTH R RAQIUS OR REi"URN CONSTRUCTTQN DOCUMENTS REPRESENT THE FINI HED PURPLE- RECLAIMED WATER ;`,`% ���,��f�`� � ���, ' `,�, �.' _, ��=rr� y '�# �: ' F S SUPERSEDE TNIS GENERAL WARNIfVG. FOR MORE ,, ,' , { x`� -� > Y�, ! , } , f,�, 1. ABSOl..UTELY NO DIVING ALL�WED. DBL DOUBLE RBB RAISED BQND BEAM WORK AND NOT THE MEANS, MEfHODS, OR INFORMATION, CHECK dUT TNE COMMON GROUND GREEN -SEWER �,� ,yy, ,4��€_' � ,�, f������ �-���a�, f � � � DCL DEDICATED C�EANER LTNE RDC REDUCER PRQCEDURES. ALLFANCE AT WWUV.CALL811.CC?M. ;, ` ; ; � ; �'" ��,,� t f , ,. ; �� $ 2. SAFEIY BARRIERS SHALL BE QEMO DEMOLITION f F.,.� r1j31... .�s z ` '. i- . � REPAR REINFORCING STEEL BARS ,,� r r:,,,.�. �:>,� :�:;.,,� :,;, f <�, ;?.;.y� .r'/�s :�� � �fll�;'<'.s�;;:.f<,z�;';'>FN.,�i.'�i�%i ��,/�., f, ?� �`' -x '� 91l� Gi'�� ,�y '':r�r ,.,.,, ,�,�:,�.N � }. ,�,�: ,�.,�<„ r:r�. � , �,s;i., ..�,..,, <,�,..#> i�,� INSTAI.LED AND MAINTAINED BYTHE :i:';.'.5 �vY�,r�'l, ,F f.�..�h, ':1:,'. ,/... :�� ..i%.j.>:'� „l., v.Y„ :.::h?� n:ib..' .✓'"..'r �{ �'+��'y `'/' �1:�. "h..< 1,'�..':�i: i.,:Y�/'ir s=..#:y �ry' '."i�..: r...l.rir.�::.�i. �.,>v.. ..1+.'.'l�, .✓".�;`:;�..r...;:r1.. .:.5..,... ;;,:h'......:::.! �,.y... ,..s. .v.�;Y,`.4.,:. ..� c^uX:. o*'L':YF ...) :�r/..<.,,, n, /� .,�a.f.x?;.......�F... .✓,,.:>5. ,h�.r.-:3„;:s.n�1r,.L,:<�.:;by^: ::'��..:,.,.�r ,..4,'...r.'.;R:: �.d. ,.Y`.<� , r t..,l/�fi..... �:'n/.�r.F,,.,�...;,4.�.., .? � �.:.. .. :.,.... .. DI�I Y'�' �.,F���r...,..,......_ ii.�l., ..,./�.. DETAIL :�.::: ,. ,,../:.:.Ylr:i.;.�,1':,>:!i`rr:t '\' ' }�.j ! rN rn�.?:..yu`.;�).. . r.:��r�,:�r:: REF T �:� ..:t �<., .:,:::,��F.w ,.�. . REFERENCE 11. HE CONTRACT'OR SNA�L BE S LEI�Y RE P ,><». ,,.,�, T >r�;!>� ,�. <.,.,,,,,. ..,:,,�,,.?,,.:::,. .,>. � 5 QNSIBLE �,_., ;., }.. .<,.4,�,,_.�....> ,.::��. 2. ,,, .�.,, �,r. .� ::�n s:���, .,�A.::�..,r>„: r,>>�,. ,,. rr� OWNEF�S TO PREVENT UNAUTHORIZED ,.,:f ;,�;�=P ,�.:: �:.;i. ..f., .�.,.�> .r:.,�..�;:�; .,:r. ,%! ./,. r./:. :.Na 5... ...Ylf^�.�'ii0': nt Fsi... ..f'� � � �1 \ V i \.L��1 :t.;. ::./ :c:�:'s`?zy�.. ?::r.. .,s,>.' :.,. t �:.s .,.,�, �G G NG ALERT ,. ;r,..�.��.. � .�,. VI I I P �:� .�,:, N TY MA f:: :S;';�. 't'H.""; "'/./,'" � >:>�(�'.. :.i.2:':: .``%i: �l�:n^n n�fF` s:,J% � � ,i r.�r w;� �..�,r r�°: ,�:<} / %.:,:, ,T. ..!.;::� ; ; ;,.?�.: r..a ..�>• .�.:. �:'iffrE:i � r/ 3... .e3: .�e�r�'if,`,<. �i.,::;I»: if�� rrt r: ,i, �z� «.c.� .r�,r✓<,; s<'`ri' �f�;i CC �,. ,ib'J. :r�s>. 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CAL�811 BEFORE YO DIG DRIL� �.< �.�,,,.>�,��: .L.. ...>, ... . , ..., ., .. ».. . ,,,.f., �:. ..;.. .��,; ,.f,.�, f�.,�. . �r.:� � ! '?,�';, ,,..r.,tf.; �.ms.,. <,�3..�x :. ,,..,r_ ..,a-..F.l,...r./.�:, ;':';' ;��Y'.. .0 ,.�, Af.e �,r ,�.,, ,/, die� `/ ..s. �:ff� ..�.t ,..,f� ./i%`;� DIAMEfER ;:s.�� ��, �.., r�,��. ,::�z< ,r��� ..,�, ;=..�'f-:4;;> ,.a.. ,. ,,,�,,,�,rr u,r.. ,,;. RE D R . ,.�;�: ,� ..f:.:.:: �-�--� ��>:�:, �,; E UIRED LIMITED TO SAFEfY SECURITY AND ENVIRQNMENTAL � _.� 1..;,:F ,:;�<;� .rF ,,,. /'.; :,sr�F...!.,. ,2�/ �� rr:,.;.f.. °`%%�, R "C f A f�i'i �/,G 1 r ��.. ':?Gr. 5"�f,.rr.;;:'f.'..f 7 Y, il<v �:.�. ,�.5'�l`:. .:l% ../%%%: rr.��' ���:�: r.."� :`F?3'Tt,.�. >#. 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THIS RE IR N FNG OR RET RN U EME T I N T LIMITED T ,:�<:f;�s�,. ,., u s a o :.,;.� ..�. ,.� ..,. ,��;.y, ., � ,.:.�,,�....�. ��.,�. �� �,..�,. � ^�,:.,��,.,.�_ t�..,.ti,,, .,.,... ..,...�..,,:.:,:�; . Q � ..r,� �. r<.�,::�;;>,<f:.:<�::;<:;�:�,:,..�,�<:;-�:�;,:;,.3s;.�;.,r.;,�,,,,��=;,s�,.r��.:.:.;�:,�,« 3 SUCTION OUTLEf C(7VER5 SHALL � , r�, �. ., DL DEAD LOAD RE1/ REVISIC�N EMP�QYEES,SUBCONTRACTQRS, WORKING HOURS, OR ,�. F �~, � f, t �ry�- BE MATNTATNEa AND REPLACED SY THE �� ���N RM RC7QM THE PHYSiCAL EXTENTS(3F THE WQRK. �1'"��t,,. 1 ��C�F� t?WNERS TC7 PREVENT ENTRAPMENT. DRN DRAIN RQ RC}UGN OPENING DWV DRAIN, WASTE AND VENT RO'IN RTGNT OF WAY 12. THE OWNER AND CONTRACTOR SHALL DEFEND, SHEET SHEET X -�.�..�-�� �-�-�-�-�� 4. 1NAl.KING SURFACES SHAL.L BE � �a�' RPM REVOL.UTIONS PER MINUTE TN[�EMNIFY AND HOLD HARMLESS WCI �ROM ALL �1jU���(� (�� }� MAINTAFNEC?BY TNE OWNERS TO EA EACN RS RESAWN LIABILTTY IN CQNNEtTIUN WITH THE PERFORMANCE aF PREVENT SLIPS AND FALLS. EFP EQUIVALENT FLUID PRESSURE S SOUTH QR SUCTI�N WORK EXCEPT FbR LIABILITY ARFSIt�G FRQM THE SOLE W-OC?1 1 TITLE SHEEf,WATERSHAPE SCHEDULE EJ EXPAN5IC3N JOINT SB SURGE BASIN NEGLIGENCE OF WCi. W-002 2 MASTER KEYNOTES� �� ����1�E�W-001 FOR ADd1TTONAI. EL ELEVATI(?N SCH SCHEDULE SAFETY REQUIREMENTS. ELEC ELECTRIC SCHEM SGHEMATIC 13. THE 4WNER AND CONTRACTOR ACKNOWLEDGE W-003 3 GENERAL NC}TE� ENGR ENGINEER SD STORM DRATt� TNAT THESE CONSTRUCTION DOCUMENTS INCLUDE W-112 4 PQI�L/SPA STRUCTURA�STRUCI�URAL PLAN PRt�JECT DATA EQ EQUAL SDR SIZE DTAMEfER RATTQ CONCEPT5 THAT ARE SUBJEC3'TO THE SITE JOB: ADi-01 EQUIP EQUIPMENT SECT SECTION CONDITIQNS. THE SITE CONDITIONS MAY REQUIRE W-113 5 PC10L/SPA SUCTI�N PI.UMBING PlAN ESMI` EASEMENT SF SQUARE FOOT(FEET} MODTFICA7IONS Td THE ACTUA�CONSTRUCTIQN OF 1N-114 6 POC}L/SPA RETURN PLUMBING PU�N EW EACH WAY SHT SHEET THE PROJECT TO SATISFY THE INTENT OF THE EXC EXCAVATE SIM SIMiIAR CC3NCEPTS. W-193 7 EQUIPMENT PLUMBING PLAN ENGINEERING DESIGN OF PQf3L AND SPA EXIST EXFSTING SKM SKIMMER W-311 $ POOL/SPA SECfI(JNS EXP EXPANSIQN SO SUCTION QUTLEf 14. THESE DOGUMENTS ARE NOT APPR�VED FOR �� ����� SPEC SPECIFICATIQN PERMi�TING �R CQNSTRUCTION WITHOUT A STAMP W�501 9 STRUCTl1RAL NOTES 6� EAST MEAD�W DRIVE UNiT 101 F FAHRENHEIT SP INSp �PECIAL INSPECTIUN AND SIGNATURE OF THE ENGINEER IN TNE Ti-f'LE BLOCK VAII., CQ 81657 FCV FLOW CQNTROL VALVE �Q SQt,}qRE (3�EACN SHEEf. W-502 10 5TRUCTURAL DETAILS FD F�OOR C}RAIN SS SANITARY SEWER W-503 11 PLUMSING DETAILS FDTN FOUNDATIC3N �ST STAINLESS STEEL 15. ANCHOR BQLTS, EMBEDS,AND INSERTS FOR FF EL FINTSN F�QOR ELEVATION STa STANDARD EQUIF'MENT SPECIFIED SY t�THERS SHALL BE QESIGNED W-SO4 12 C?EfATI� PRO�ECl"MGR: aAVTD.7. PEfERSON FIN FINISN 5('I12 STIRRUP BY A QUALZFIED ENGINEER W1TN SHOP DF�WINGS W-61], 13 POOL/SPA SCHEMATIC DIAGRAM PREPARED BY� RCK FIN GR FINISH GRfiDE STRUCT SfRUCTURAL SUSMITfED TO WCI FOR REVIEW. CHECKED BY: DJP FLG F(ANGE SUCT SUCTION PRINTEI7: 3/31J1S FLR FLQC}R 5W ��p'�� 16. IF CHANGES ARE REQUESTED BY THE �LUDf2 FWQRESCENT 5WR SEWER CONTRACT4R, NEW Ct�NSTRUCTIdN DOCUMENT5 MAY F MEfER FL4WMEI"ER SYMM SYMMETRICAL BE REQUIRED FOR CONSTRUCTION AND SUBMiTfAL TO FNPT FEMALE NATI�NAL PIPE THREAD T&B 70P AND Bt}�TTC�M THE AUTHdRITTES HAVING JURISC3ICTION. THE FQNC FREE aF HEART CENTER T&G TC}NGUE ANE�GROOVE CONTRACTCR SHALL PAY FOR WCI`S TIME AND EXPENSE ���1� �� � � FP5 FEEi�PER SECOND TBD TQ BE DETERMINED 7Q PREPARE 7NE CaNSTRUCTIQN dOCUMENTS AND THE ���� E � FRP FIBER REINFC?RCED PC}LYESTER TD TRENCH DRAIN CONTRACTOR SHAL�PROCESS THE PERMITS. � �������;� �,. � FS F�QW SWITCH TDN TOTAL DYNAMIC HEAD �'������������,�� ������ ������ FT FEET OR FQOT TEI. TE�EPHONE I7. BY THE USE OF THESE PLANS,THE USER ����e �,��,��� FT'G FOC7TING TEMP TEMPEFt1�TURE OR TEMPORARY ACKNOW�EDGES TNAT HEJSHE F-iAS READ AND FV FOQT VALVE TFF TQP aF FiNISN FLQOR UNDERSTANDS AI.L dF THE INFORMATIQN INCLUDED ������� ��� �A(�� QJ.�T� j������p�"jQ�J GA GAGE Tf-iD THREAD � NEREIN. ����� � ��� � � PS 1 3/�.4/15 PROGRESS SEl I GAL GALLON THK THTCKNESS GALV GA�VANIZED TQ T(?P C1F�OR TURNOVER TIME 18. REFERENCES IN BRI�CKETS [...] INDICATE � �� �� GEN GENERAL TOB T�P QF BEAM SPECIFIC STANDARDS, CODES, ORDINANCES, .. PS 2 3J18J15 PRC?GRESS SEf II GFCI GROUND FAULfi CIRCUTT TNTERRUPTER TOC TOP C7F C�NCRETE, COPING dR CURB REGULATIQNS AND AMENt�MENTS BY THE AUTHORITIES GLV GLOBE VALVE TOF TC}P aF FatJTING NAVIN6 JURISDICTION. �S 3 3J261�5 RROGRESS SET III GPN GALLON5 PER HOUR Tt�PQ T4POGRAPHY GPM GA�LQNS PER MTNUTE TOS Tt�P OF SIAB OR STEEL 19. AL�STRNDARDS, CODES, ORDTNANCES, GR BM GRRDE BEAM TCJW TOP QF WALL REGULATI�NS AND AMENaMENTS BY THE AUTHORITIES PS 3J31J15 PERMIT SET GYP BD GYPSUM BOARD TYP "[1'PICAL HAVING JURISDICTIC}N SHA�I.BE TNE LATEST EQITION H HEIGNT OR NIGH U�1p UNLESS NOTED OTHERWISE UNO ALTHOUGH Nf?GUARANTEE I5 MADE THAT �� HQ�� �Zg� UST UNDERGRC?UND ST�RAGE TANK REFERENCES IN BRACKEI"S[.,.] WI�L.MATCH THE LATEST MDPE HIGH DENSITY POLYEI"HY�ENE UV ULTRAVIOLET EDITIQN. HOA HAND-OFF-AUTQMATIC V VELOCITY(FPS} OR VQLT HOFtIZ HORIZONTAL. VA VOLT AMPERE 20. ALL CfJNSTRUCTION SHAL�CONFORM 70: HP NORSEPOWER VAC VACUUM (3R V�LTS AI.TERNATING CURRENT HR Ht?UR VB VACUUM BREAKER�R VALVE SOX IBC- INTERNATIONAL BUILQING C4DE SNEET TITLE MT HEI�HT VENT VENTILATION STATEAMENDMENTSTOTHEIBC SpECIA� INSPECTIQN ABSt�LUTELY NC} DIVING SAFETY BARRTERS HIGH TRA�TT�}N SUI�FA�ES NVAC MEATING,VENTIIATI�N &AIR CONDTTIONING VERT VERTICAL LOCAL AMENdMENTS TQ TNE IBC ID IN�SIdEA IAMETER VIF� VERIFY IN FR�Q�UENCY DRIVE HAVING�7URISGICTIQNMENT5 QF THE AUTNORITIES T�TL� �N E1.� IN INCH VOL VQLUME 1. SPECIA�INSPECfION FS REQUIRED AND 1. THE WATERSHAPE(S) ARE N4T DESIGNED FOR 1. SAFEf'( BARRIERS ANC� EQUIPMENT, INCLUDING 1. STANDARD: ANST/NFSI 8101.1 TEST ME7NOt� FC?R / DESCRIBED QN SHEEI"W-501 5TRUCTURAL NOTES. DIViNG. DIVTNG INTO A SHAL.LOW BQDY OF WATER MRY FENCING, GATES,AUTOMATTC SAFEfY C�VERS, MEASURING WEf'STA7IC Ct�EF�ICTENT 4F FRICTT�7N INCL TNCLUDER W WATT'S, WEST, WIDE OR WIDTH 21. THE CONTRACTOR SHALL IMMEDTATELY NQTIFI` WATEFZSHAPE RESULT IN SERIOUS INJURY AND/OR DEATH, WCI I5 IN-WATEFt ALARMS, PERIMETER ALARMS, (SCO�} pF COMMON HRRD-SUE�FACE FLOQR MATERIAL.S. INSUL IN5U1�1TTON �/C WI-�-{� 7HE ARCHITECT AND ENGINEER QF ALL ERRC3RS, NOT RESPONSIBLE FOR INJUI2IES OR DEATH DUE TO SEL�-C�OSING/I_A,TCHING DQQRS, DQOR ALARMS, ��N E��L.L.. INT INTERTOR �jp �7`T-�-{p�}�' OMISSION5 AND/C}R CONFLICTS BEfWEEN STANDARDS, r'J" I,,yI4, 1 1QI�I �UTL� ��Y L.R� DIVING,JUMPING, HORSEPLAY, SLIP AND FA�L,OR ANDJOR OTHER DEVICES ARE OR MAY BE REQUIRED BUT 2. L7EFINri`ION: HIGH�TRACTIbN SURFACES ARE INV T�lVERT WCDP WATERSHAPE GONSULTING BY DAVID COaES,flRDINANCES, REGULATIONS,AMENDMENTS BY OTHER ACCIdENTS. NQT SHOWN IN THESE DRAWING5. THEY ARE THE t�ESIGNED 7�MITIGAI'E SLIPPING DURING NORMA� J-B0� 3UNCTION B07C PETERSON (NY�N�Y} THE AUTNORITIES HAVING�URISDICfION, [?RAWINGS, RESAONSIBILIT4'OF THE CIWNER AND WCI IS N(7? HUMAN AMBU(ATIC7N BY PRCIVIDING A REASt�NABLY KO KNOCKOUT WCI WATERSHAPE CONSULTING, INC. SPECIFICATIONS, CONSl'RUCF'ION DOCUMENTS,AND/OR 1, THE WATERSHAPE(S} SHALL.BE iMMEDIATELY �, THE CaNTRACTOR SHA�L INSTRUC�THE OWNERS RESPONSIBLE FOR INJURTES C?R DEATH DUE TC} SUFFICEENT LEVEL OF AVAILRB�E CONTAC:T FRTCTTt�N KW KTLOWATf �p�/ �t�{�Np��t`/ CQNTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT CLOSED AND REPAIRED IF A SUCTION OUTLEt'COVER, THAT ABSOLUTELY NO DTVING IS ALLOWED. INAQEQUATE OR POORLY MAINTAINED SAFEIY AND THEY SHALL HAVE A WE(°SCQF rrt�a ? 0.6�, KWH KILOWATf NOUR W� WATER LEVEL OR WATERLFNE PRflCEED WITH ANY WORK AFFECTED BY TNE ISSUEf�) FRAME, OR FA5TENER IS MISaING, �OOSE, BROKEN, C�R SMEET NUMBER L I�ENGI'H C�R L.ONG WP WATERPRt�4FING UNTI�TMEY ARE RESOLVED BY THE ARCHITECT AND/OR OTHERWISE DAMAGED. BARRIERS C}R EQUIPMENT. LBS PQUNDS WWF WELDED WIRE FABRIC ENGINEER. 3. aECK AND COPING MATERIALS SNA�L HAVE �ED LIGNT EMI"i-1"ING QIODE KFMR TRANSF£?RME[2 2. PLASTIC COVERS SHALL SE REPLACEn BY AN HIGH-TRACCION 5URFACES AND THE OWNERS SHALL +� LF LINEAR FEEl�{FOOT) Yp YARQ OR YARI� DRAI�I AUTHQRIZED INSTALLER EVERY FIVE(S}YEARS. MONITOR THE SC(�F REGU(ARLY AND MAINTAIN CL.EANLINE5S T(J PREVENT SLIPS ANL FALl..S. SHEE1" NOTE� MAIVUFACTURERS INFCJ �MASTER KEYNC}TES OMASTER KEYNOTES �MASTER KEYNQTES �MASTER KEYNCJTES �MASTER KEYNCJTE� 1. THE�SYMBOL IS A NON-MASTER KEYNOTE ADVANTAGE BEAD FILTERS 516.809.6771 AUTOFILL SYSTEMS ELECTRICAL GENERAL UU'fLETS FR4M WATER5HAPES ULTFtAVIU�ET STERI�IZEFtS IDENTIFIED AND REFERENCEQ WITHIN THE SAME WWW.ADVANTAGEBEADFILTERS.COM DEffiIL OR SNEEI'. ANTI-HYDRO INTERNATIQNAL, INC. 800.777.1773 Ai. WA°f-f"S WYE-STRAINER, 3/4", BRONZE, PN 7�}5. E1. PENTAIR INTEL�ITQUCH LOAD CENTER, INCL 5 G2. AIR(HARTFORD} LOOP ABQUE WATER LEVEL. 01, OVERFL�SLOT OVERFLOW FTTfING, 1"H X 5"W U2. SPECTRALIGHT UV STERTLIZER, 110 GPM MA7C, SS NlWW.ANTI-HYDRO,COM RELAYS, 10 BREAKER CAPACITY, I7°W X 5.25"D X 26"H, S�(3T, 3" DIA CONNECfION, USE flNE PER 1,000 SQ FT GPM REC FOR CHLORAMINES, 4Q PSI MAX, 60 MJJCM^2 2, THE Q SYMBOL IS A MASTER KEYNOTE AQUAFIN, INC. 866.27$.23�6 A2. WATfS BACKFL�W PRE`�1EIVTER, 3j4" PFtESSURE 115/230V, 1PH, 60HZ, 150A MAX GAPACITf, PN 521215. G3. ATR LINE TERMTNATI�N POINT. SURFACE AREA, B�ACK OR WHI7E. @ 5S GPM, 37" i�, 12"W, 4" DIA, 2" OR 3" UNIC?N PQRTS, IDENTIFIEa IN ANY DEfAIL aR SHEET BUT REFERENCED WWW.AQUAFIN.NEf VACUUM BREAKER, Bi�AS5, USE IN FREEZING CLIMATES, 254NM, l�o/22av, 1PH, 60HZ, l.ZJ0.6A, 10pW, PN IN THIS MASTER KEYNQTES LIST ONLY. AQUAMATIC COVER SYSTEM5 800.262.�044 PN 3/4-800M4FR 0388014. E2. PENTAIR INTELLITOUCH I9+3 COIVTROLLER FOR HEATI[�G AND CHIL�ING 02. WATERWAY RENEGAdE SKIMMER WITN FLOAT SL-�Qtl, WWW.AQUAMATIC.COM POaL/SPA COM80, FILTER PUMP+ 8 AUXILIARY REIAYS, VALVE, 10.2"W X 15"D X 19.5"H, 8.6'"W THROAT, 2-PORT, 3. THE SPECIFIC MANUFACTURERS, MATERIALS AND AQUA PRODUC7"S, INC. 800.22i.1750 A3. JANDY LEVOLOR ELECTRONIC AUTQFILL, 10 FEATURE CIRCUITS, INCL.4 RE(AYS, WATER AND AIR H1. GEA GF SERIES PLATE NEAT EXCHANGER, MODEL 2.5° DIA PORTS, NSF, 75 GPM MAX, COL(7R�HALL MATCH VALVES AND ACTUATdR,S EQUIPMENT IC7ENTTFIED HEREIN SHALL BE USED FOR WWW.AQUAPRODUCI"S.C�M STANDARD FIL��N�Y, 20q' SENSOR CABLE, 115J230V, TEMP SENSORS,SUCTION AND RETURN VA�VE GF13X27Fi, 20 PLATES(TITANIUM}, 2" MPT PORTS, NBR WA7ERLINE MATERIA�: 540-6500 PRE5SURE TEST LOOP BOTH BIpDFNG AND CONSTRUCTION. EQUIVALENT AQUASTAR POOL`PRODUCTS, INC. 877.768.2717 1PH, 60HZ, 0.5/0.25A, PN K12(IOCKG. DO NOT USE ACTUATORS,4 VALVE CONTROL PORTS, 115/230V, 1PH, RUBBER GASKETS, 12.7W X 26.4H X 2.6D, PN KIT+ 540-6610 WNITE, 540°6610-96 WHITE/BEIGE LID, Vl. WATT'S BRASS BALL VALVE, 1/4"`TO 4" DIA, ����� SUBSTITUTIQNS MAY BE APPR(?VED AFfER BIDDING AND WWW.AQUASTARPOOL.PRODUCTS.COM VALVE SUPPLIED WITH CONTROLLER. 6UNZ, 1A, PN 521221. INSTALLS WITNIN E1. GF13X27H-20(2" MPT) -Ti, O.S-NBR-150. 540-b611 BLACK, 540-66i7 GRAY, 540-6617-9B QUARTER-TURN, STANDARD PORT, PTFE SEATS, FNPT PRIOR TC3 PURCNASE AND INSTALLATION ONLY IF AQUATIC ACCESS, INC. $Q0.325.543$ GRAY/BEIGE LID, 540-6619-BEI BEIGE, 540-6619-DKG CQNNECTIONS PN LFB6QQ0, SOLDER CONN�CTIQNS PN APPROVED BY THE ENGINEER IN WRITING. WWW.AQUATIC-ACCESS,COM A7. �ANDY LEVO�OR AUTOFILL SENSQR, INCLUDEa E6. PENTAIR INTEL�ITOUCH WTREd FNDOOR REMOTE H5. PENTAIR MASTERTEMP 400 KBTU/H HEATER, DARK GRAY, 540°6200 WHITE COMMEFtCIAL. �FB6001. AQUAVATIQNS CORPORATIQN 305.66$.4$47 WITM AUTOFI��.CONTRO�LER L.ISTEQ ABOVE. CONTROL, 10-BUTfON, BACKLIT 3.75" LCD DISPLAY, NATURAL GAS,40 GPM MIN, 120 GPM MAX, 2" UNTON ...� ,.. �, 4. TME LIST OF MANUFACI"URERS QN 1"HIS SHEE7`IS WWW.AQUAVATI4NS.C�M LOW VQLTAGE FRC}M CONTROLLER, P(V 520138. PORTS, LOW NOX, 115/230V, 1PH, 6QHZ, 0.5fQ.2SA, PN (�5. WATERWAY 32°X 4'" SUC1`ION OUTLET COVER V2. WATTS HOSE BIBB WITH BUT�7-IN BACKFLt�W � �_ �?—?•7 PROVIDED FOR CONVENIENCE ANC3 IS NC7T AN ARCHITECTURAL LOUVERS C0. 888.56$.8371 GHEC�tICAL S�'STEMS t�PTIONAL. 460736&46073$ BOLT DOWN BRACKET KIT. AND SUMP W1TH THREE (3} 2-1/2" DIA PORTS, NSF, PREVENTER ANC�VACUUM BREAKER, 3/4", BRA5S, APPROVAL TO USE ANY C?R A�L PRODUCTS WWIN,ARCHLOUVERS.COM AN5I/APSP 16-2011 I�ISTED FOR 28$GPM F�(�t�R, 232 DRAINABLE IN CC?LD WEATHER, 10 GPN! @ 35 PSI, PN ����� s �� MANUFACTURED BY THEM. ONLY SPECIFIC PRODUCTS ASANI/AMERICA, INC. 781.32IS409 C1. IPS PN/DUA��RP CONTRt�L�ER, 115i23QV, 1PH, E7. PENTAIR INTE�l.ITOUCH SPACOMMAND SPA-SIDE H9. PENTAIR MASTERTEMP POSITIVE PRESSURE GPM WALL, 175 GPM AT 1.5 FPS, UNBLOCKABLE, HB-1. �� : IDENTIFIED HEREIN ARE PRE-APPROVED. V!JWW.ASAHI-AMERICA,CQM 60NZ, 1.0(0.5A, PN M920&FLOWCELL. MAY BE REMOTE CONTR�L, 10-FUNCTION,TEMPERATURE STAINLESS STEE�VENT ADAPTER, 4" DIA, PN 77707-0Q86 HYDR�STATTC RELIEF VA�VE INCL, COLOR SHALL MATCN AUTQPILQT SALT CHLC}RTNE GENERATORS C3RDERED W1TH ROIA-CHEM PUMP5 MOUNTED ON A DISPLAY, LOW VOLTAGE FROM �ONTR�LLER, 250 Fi" FOR NEAT FAS VENTING, OR PN 77707-00$7 FOR Z-FLEX INTERIOR FINISH: 640-1324V WHTTE, 640-1321V BIACK, V4. RAIN BIRD BRASS SO�.ENUID VALVE, 1" DIA, 24V, 5. THIS MASTEf2 I{El'NOTE LIST MAY CO�ITAIN 8(10,7$6.7751 WWW.AUf'QPILt7T.COM BOARD. CABLE, PN 521177 BLACK OR 521179 WHITE&521180 VENTING. 640-1327V GRAY, 640-1329-BEIV BEIGE (TAN)� 1PH, 60HZ, 0,41A� 9,8VA, PN 100°GB. 11SE IN LIEU OF WATERSHAPE CO1VSl1LTIlUC�r I�11C. MRTERIALS AND/QR EQUIPMENT THAT TS N(7T PART OF BILCO CQMPANY 203.934.6363 MUD BCJX. A�"CIQ1�taL. 640-1329-aKGV DARK GRAY. PL.ASfIC VALVE(5) SUPPLIED WITH CONTROLLER(S}. A CALIF�RNIA CC�RFORATIaN TNE 5COPE. THI�I�A MASTER�IST AND ONLY SOME QF WWW.BILCO.COM C2. IPS FLOW CELL, INCLUE�ED WITN CONTRt}LLER H23. Z-�LEX Z-VENT SPECIAL GAS VENT PIPE AND TNE MATERIAtS AND EQUIPMENT MAY BE REQUIRED BLUE-WHITE IN�USTRIES, LTD. 714.893.8529 LISTED ABQVE. E8. PENTAIR INTELLITOUCH iPN�NE/iPADJiPOD TOUCH FITTIN�S AS REQUIRED, CATEGOR`�III POSITIVE FUMPS V8. ASAHI PVC C}MNI BALL VALVE, 3/8"TO 2° C3IA, 140 L.dMAS SANTA FE DRIVE, SUITE 202 AND IDENTIFIED IN THE P[1�NS. WWW.BLUE-WHITE.COM INl`ERFACE KIT, PN 520500. OPTIt}NA[.. PRESSURE HORIZONTAL QR VERTICAL VENTING FQR QUARTER-TURN, FULL-PORT, P7FE S�ATS, FULL-VACUtJM �p�,qNA BEACN, CA 92075-�.252 USA CLEARWATER TECh, LLC 8q0.262.Q203 C4. ROLA-CFfEM PERISTALTIC PUMP FOf2 WATE€2 PENTAIR MASTERTEMP HEATERSJ 4" DIA� 70' MAX Pf. PENTAIR INTELLIFLQ VF VARIABI.E FLOW HIGN RATEDr �OCKET� PN QMI�II-X. 6. MATERIALS AND/QR EC�UIPMENT MAY BE WWW.CWTUZONE.COM VpLUME UP TO 43,000 GAL FC�R LIQUID CHLORINE 11% E9. PENTAIR INTEL�IT()UCH LIGHT QIMMER MODULE, LENGTH LESS 6' PER 4S DEGREES OF FITTINGS, PERFt�RMANCE 3 M��7C HP PUMP, 2`°FNPT X 2"FNPT PORTS, PHQNE: 85$.72Q.1001 REQUIRED TQ COMPLEI'E THE SCQPE OF WORK BUT MAY COLQR MATCH POQL FIl'TINGS, INC. 623,337.4120 50DIUM HYPOCHLORITE OR WATER VOLUME UP TO ].15U, IPH, 60NZ, 10(lOW MAX, PRI 520406. OP7ICINAL. STAINLESS STEEL, SEA�ED WITH Z-VENT HIGH 3.2 KW, 23(3V, 1PN, 60HZ, 4(10-3450 RPM, 16A, 1.15 SF, V9. ASAMI PVC TRUE-UNION BALL VALVE, 1/2"TO 4" FAX: 858.720.9001 NOT BE IN�7ICATEC?IN THE PIANS. WFiERE SPECTFIC WWW.P(70LFITT'INGS.COM 400,000 GAL FOR�TQUID ACTD 4:1 DILUTE MURIATIC, 12 TEMPERATURE RTV SEAI.ANT, MAY REQUIRE SPECIAL NSF, PN 011012. DIA, QUARTEi�-TURN, FULL-PORT, PTFE SEATS, MATERIALS AND/QR EQUIPMENT REQUIREMENTS ARE COLORADO TTME SYSTEMS 800,279.Q111 GPD, 13'TDH, 3/$" G�EAR PE TUBE, 115/230V, 1PH, E10. PENTAIR INTELLIT�UCH I-LINK HOME FIITINGS F�7R WALL OR ROOF PENECRATIONS, FU�L.-VACUUM RATEC�, SOCKET TRUE-UNTC7N, PN 7YPE INFO@V�/ATERSHAPECON�ULTING.COM KN�WN OR SHQULD BE KNCIWN BUT NC}T INDICATED IN WWW.COLORADt7TIMESYSTEMS.COM 6QHZ, 2.5A, NSF, PN RG25/S3-SC$�521160 CNKV. AUTOMATION AQAPTER,AMX, CONTROL 4, CRESTRON, CONDENSATE DRAINS, FIRE STOP 5PACERS, ETC. P2. RENTAIR INTELLIFLO VS+SVRS VARIAB�E SPEED 21-X. WWW,WATERSHAPEC4NSULTING.CQM THE PI.ANS,THE CONTRACI'OR IS REt�UIRED TO CtJVER-POQLS INCURPQRATED $a0.447.2$38 PLUGS INTO C3RP CONTROLLER. ELAN, LUTRflN,VANTAGE, LOW VOLTAGE FR�M REQUIRES TERMINATION FITTTNG BELOW. MULTIPLE HIGH PERFORMANCE 3 MAX HP PUMP, 2"FNRT X 2"FNPT FURNI5H AND INSTALL AS IF TNEY WERE INDTCATED IN WWW.C�VERPOQlS.CdM CONTROLLER, PN 520442. t)Pl"TONAL. PART NUMBERS. PORTS, 3.2 KW, 230V, 1PN, 60HZ, 400-3450 RPM, 16A, V1Q. ASAHI BU`fTERFLY VALV�, 1-1J2"T(J$" LEVER,8" Q�pp4-2015. ALL RIGHTS I�ESERVED, ��� P��1�• COVERS7AR LLC C$. ROLA-CHEM CHEMICA�TANK, iS GAL, 21.5" H, IS" 1.15 SF, NSF, PN 011Q17. Tt� 14" GEAR ACTUATQR,WA�ER STYLE, N(J (�!IEfAIS IN WWW.COVERSi'AR.COM DIA, HDPE, U.V. STABILIZED, PN 561015&561115 E15. FENTAIR WATER TEMPERATURE SENSOR, INLETS TO WATERSHAPES CONTACT WITH WATER, PN TYPE S7-X. 7. INSTA�L ALL EQUIPMENT PER MANUFACTURER'S CRYSTA�FpUNTAINS $OQ.S39.885$ COVER W/CAP P�UG. INCLUDED WITH C�NTROLLER(E2-E4) LISTED A80VE P3. PENTAIR BOOS7ER PUMp, 3J4 HP, 3/4"X 3/4" �p� L z�. iNSTRUCTTQNS. WWW,CRYSTA�FC?UNTAINS.COM I1. WATERWAY VENTURT TEE SPA JEf NOZZLE, 1" PORTS, 11S/230V, PN LA01N. V11. PENTAIR 2-WAY VAL.VE, CPVC, 2.S" C1R 3° DIA, PN C��'-�'� � DEEP B�UE WATER TECNNQLOGIE5 877.882.4695 C22. CLEARWATER C}ZONE CONTACf TANK, 66°H, 16" E16. PENTAIR RIR TEMPERATURE SENSOR, INCWDED WATER, 1"JET, 3/4"AIR, 3J8° DIA ORIFICE, 15 GPM @ 12 263p59. �C>��,.� � p��,�-�tt`� 8. PENTAIR INTE�LIFLQ SERIES PUMP CURVES: WWW.4DEEPBLUE.COM DIA, �0 GAL,4q GPM MAX, 1.25" PORTS IN/OUT OF WITH CONTRQLLER(E2-E4} LISTED ABC►VE. PSI, PN 210-3330. P15. PE�ITAIR EQ SERIES COMMERCIAL EQ500 ENERGY ' � DEEP ROQT RARTNERS L.P. $00.458.766$ BOlTQM PN CNT40&VAS5 C�FFGAS WENT. EFFICIENI'S HP PUMP WITH STRAINER, 6"FLG X 4"FLG V12. PENTAIR 3-1?VAY VALVE, CPVC, 2.S'" OR 3" DTA, PN ��� �"; P`�,����u�'"�� `v�,� r � 0047313 . s��'�° ��'�� ��� �� �� �� x ���hx��� �S M: WWW.DEEPROOT.COM E17. PENTAIR SC}!AR TEMPERATURE SENSOR PN I3. WATERWAY FLUSH-MOUNT EYEBALL�I7TING 1.5" PORTS, 230V 1PH 60HZ 3450 RPM, 19.6A NSF, P(� 263056. ' ` j� .� ���� �.� z x � � �z � �s 7 r �.� � n j �r � r i r � � w+k &�� �� ����$?�x ��'� � �# �3�� � };� � , � FANTECH 800.?47.1762 C28. �LEARWATER OFF-GAS DESTRUCT UNIT, i2 W X 520272. DIA, 1 ORIFICE, PI_ASTER PL.UG, INTEGRAL WATERSTOP, 340Q30. � :� ���;��� .�1 r `�r� : s� .,..r . � a 6:�k,2 � � ��� �;n �� � t .,� � � �F�r��:�= WWIN.FANTECH.NEf 4"d X 20"H, i15V, 1PH, 60HZ, PN OCD1i &Wi'R10 USE FaR ALL RETURN INLEfS, SPA�ET I�l�ET'S AND V14. PENTAIR VALVE ACTUA70R, 1$4 L�EG R(�TATION t?�� „*� �.. '�`�3�s�, x't € ro ��'�, �' �' �J '�' ..�� £1 � .,''ESTVtSt.'�t*u�?33Y� w,.,� . €� �E� � � � � ��� � ,�� GEA PNE SYSTEMS 8Q0.774.04?4 WATER TRAP. E1$. PENTAIR EMERGENCY SHUT-QFF SWITCH WITH DEDICATED C�EA�IER LINES, COL�R SHALI.MATCH F�R 3-WAY VALVES, BIDIRECTIQNAL, Mt7DEl.CVA24T, �#` � ���} ' � Y � f z r � , � ; WWW.GEA-PHE.CC�M AUDIB�E ALARM, PN ESQ3. INTERIC}R FINISH: 4Q0-9190P WHII"E,400-9191P BLACK, 24VAC, iPH, 60HZ, 0.75A, 18VA, P�1 263Q45, �T,p� �.� � ��y}i� ��ryi�Y{�� ��� ��'������� ��g < ��z� HAl`WARD POC?L PRODUCTS, INC. 90$.351.5400 400-9197 GRAY, 40Q-9199P-BE BEiGE,400-9199P-DK � ���a�.�.s„a. £ ��� �� �`� � 5�` � ' ��`� � WWIN.HAYWARDNEf.CQM E19. PENTAiR SPA 7EfS SWITCH PN RCSI. DARK GRAY. �� � �''� �,� � � ���� V15. ASAHI TRUE-U(�ION BaLL CHECK VALVE CPVC 1/� � �'�, s, � �� *� C �c, ° �s sF¢k�.t.79l�Fm r y j � �, � ,����� ��r��,, ����u;����' � �`� � ��3 HENRY CQMPANY 800.486.127$ - 2", P7FE CO�TEf7 FKM UNISEAT/SEAL, �ULL-VACWM ���11t111111!/1/j f � � ' '� � k{`a � Y}� $� � g�"�`�'�`°`" WWW,NENRY.C�M FILTRATION I5. POLARIS UNIVERSAL WAL�FIi?ING FOR RATEC7 SOCKEf TRUEaUNION, SPRING-L.�AQ OPTT{�NAL *,���1 �,IETy j�//� c�� �$ � � � � � � � F � '�`� C7 � Q /,r K ;� 4`�,� €� � z y ����.�� s� � �� � > ��. ��;r,� INLAYS, INC. 800.426.6873 DEDICATED CLEANER LINE,THREAD INTO WATERWAY tJN�. �:�' �','q��FET�'�'� ��,�,, �� ;� $� � ..�"�'�z n . :,� ,� x ��'„,� ��k �� �� �` . ^o , '� '�j�`. / ��� � x �� ��, � ��� WWW.INLAYSINC.C(JM Fl. PENTAIR CLEAN &CLEAR PLUS CCP240 QUAD FLUSH-M�7UNT EYEBALL FITfING ABOVE,COMES W1TH � •`� �' - = � . ���, . �� gt ,�# -, � ,. ,� k i. � ipssmss":3tp•n .:@° f�: +�,', �$;��� ��, � � ��h�� �� �� � �f � INTERCERAMICI INC. 214.5035500 CARTRIDGE FILTER,90 GPM MAX,Q,375 GPMiSF MAX, POLARIS VAGSWEEP SPECIFIED AS M1. V16. ASAMT STNGLE-UNIt�N BALL CHECK VALVE, CPVC, '° e��T.��. �= _ ��,��� } _� , >z 1;�r �� } ,� � : � �f � � -�.,tt�x����:� ,� ,� ' " �cM asz-as -- .�;�,,,,���;,,. ����g�� � ��, : �. I�JWW.INTERCERAMIC.COM 37" H, 21.5" DIA, 56° CLR VERT ACCESS, 2" UNION 3 - 4 PTFE CCIATE[3 FKM UNISEAT/SEAL FULL-VACUUM = -`��c` : :cry-� c r��. ,� ^,.. . �;; r r '�:C�' h,�-�``. �" � � �� � ,� �z� ,�" p INTERMATIC INC. $15.675,7028 PORT5 1.S" DRAIN PQRT NSF PN 1603I0. I6. SPECK PUMPS BADU STREAM II SWIM JEI" 217 RATEQ SOCKET SINGLE-UNION SPRTNG-LC}AD i''` �'•o ti" �'`� F�.oww�reri�u.s,crm IPS CQNT�OL�RS $77I693.6903 j , , COVER AD U�S ABLE WATER F OW JET OZZ EN AIR C}PTI(�NAL UNQ. � °�i�'j��'��S`�q��;,��,���.C��,4.ti WWW.IPSCaNTROLLERS.COM ' REGULATOR, CONTROL B(3X W/GFCI, PUISATING V17. ASAHI TRUE-UNI(7N BALL F04�T VALVE, CPVC, 1J2" ffffl�lrtliltl������'� JANDY POOL PRODUCTS, INC. $OQ.822.T933 MASSA6E HOSE, PN BADU STREAM II. - 2", PTFE CpATED FKM UNISEAT/SEAL, FULL-VACUUM VWUW.JAN[�Y.CQM RATED, SOCKET TRUE-UNIC7N, SPRING-LOAD OP`fTONAL LANE INTERNATIONA�CORPORATIQN $00.666.0076 IIGHTI[YG U�O. SA:�ETY W1NW.LANEINTERNATI�NAL.COM 1. ABSOLUTELY NO DIVING ALL.OWED. LAWSQN AQUATICS, INC. 8QQ.$97.6160 LS. SAVI MINI BI..ANCO WNS�f`E LED L.IGHT, 1-1/2" QIA, V18. ASAHT SINGLE-UNION BAI.L FOC}T VALVE,CPVC, 3" WWW.LAWSCINAQUATICS.COM 100' CORD, 14"'X 1.5" PVC RECOMMENDED, 1800 -4", PTFE C(.�ATED FKM 11NISEAT/SEAL, FU�L-VACWM �� ��F�1' �ARRIERS SHALL BE LUBELL LABS, INC. 614.235,6740 SPREAD, DIMMABLE, SW, 12V, 1PN, 60HZ, PN RATEI�, SIJCKET SINGLE-UNIt�N,SPRING-LCtAD INSTALL.ED AND MAINTAINEC3 BY THE WWW.E.UBELL.COM MTNI-MB100. QPTTONAL UNQ. OWNERS TO PREVENT UNAUTHORIZED MCMASTE€�-CARR 562.�i92.59f 1 ACCESS. WWW.MCMASTER.COM L6. SAVI MELODY BCANCO 900 LUMENS WHITE LED V19. PENTAIR CHECK VALVE, CPVC, 2.5" CJR 3" DIA, PN MER-MADE FILTER, ING. 8Q3.793.4265 LIGHT, 1-1/2" DIA, 100' CORD, 14"X 1S" PVC REQ'D, ��3p�p, 3. SUCTI(�N 4UTLET COVERS 5HALL WWW.MERMA(3E.COM 184°SPREAD, DIMMAB�E, 10W, 12V, 1PH, 60HZ,0,$3A, BE MAINTAINE(�AND REPIACED BY THE NDS, INC. $77.301.5242 PN MB-100. OWNERS TC7 PREVE�lT ENTRAPMENT. WWIN.NDSPRO,COM OMEGA ENGINEERING,INC. 88$.$26.6342 L$. INTERMATIC 100W TRANSFORMER,APPRdVED �. WALKTNG SURFACES SHAI.�BE W1NW.QMEGA,COM FOR POOL USE, SST HOUSING,GFCI REQUIREd, 11SV, MAINTAINED BY THE OWNERS TO OVERFLa DRAINAGE SYSTEMS $0�.$97.7121 f2J13V OUTPUT, 1PH, 60HZ, IA, 100W MAX, PN PX10QS. PREVENT SLIRS AN[7 FA�LS. 1NWW.l�VERFLO.NET OWEi�S CORNIIVG INSULATING SYSTEMS, LLC L9. INTERMATIC 300W TRANSFORMER,APPROVED 5. SEE SHEET W-001 FOR ADDITiONAL 800.43$.7465 WWW.OWENSCQRNING.CC?M FOR POOL USE, SST H�USING,GFCI REQUrRED, 115V, SAFEf'(REQUIREMENTS. PACIFIC 5TONE DESIGN, INC. 866.997.8663 12J13J14V OUTPUT, 1PH, 6QHZ, 3A, 340W MAX, PN WWW.PACIFICSfaNE.NEf ax�oos. PRC3JECT C►ATA PARAGON AQUATICS $45.463.7200 7C1B: ADI-01 WWW.PARAGONAQUATICS.CUM L11. INTERMATIC 4-LIGHT J-BOX, 1"' DIA X 5 PQRTS, PN ����� �� � � PEBBLE TECNNO�OGY, INC. 8Q0,937.5Q58 PJB4175&PA114 MOUNTING BRACKEf. � ���g WWW.PEBBLETEC.C�}M �������'���'�`� PENTAIR WA7ER POQL AND SPA, INC. 800.8�1.7133 �12. INTERMATIC 2-LIGHT J-BOX, 1" DIA X 3 PORTS, PN ���������� "� � J��� ����y ENGINEERING DESIGN OF P�OL AND SPA WWW,PENTAIRP04L.CC7M PJB2175 &PA114 MOUNTING BRACKET. �� � ��� �. ���e PEfERSON EQUIPMENT COMPANY, INC. 214.544.75$4 � µu4� 6$ EAST MEADOW QRNE UNIT 101 WWW.PETESPLUG.COM ��� POLARI5 BY ZODIAC PdOL SYSTEMS,INC. 80Q.$22.?933 � °"� �,,.�, VAIL, CO$165T ��� �. WWW.POIARISP00L.COM `����° ���� POOL CQVER SPECIALISTS, INC. $00.369.5152 W1MN.P0(�LCOVERS.CQM �.�,..__ry RAYPAK 805.278.53Qq PR07ECf MGR: DAVID 3. PETERSON WWW.RAYPAK.COM PREPARED BY: RCK RAIN BIRf�CQRPC}RATION 800.724.6247 CHECKEQ BY: DJP INUVW.RAINBIRD.CC}M PRINTED: 3J31/15 RECREONICS, INC. 800.42$.3254 WWW.RECREONICS.COM � ROLA-CHEM CORP�RATION 800.549.4473 WWW.f�QLA-�HEM.COM SAVI POOL AND SPA 4�7.$55.563Q W W W.N EXTSTEPPROD UCT.COM/SAVI SICIS TILE 800.52$.9445 WWW.CACTUSTI�E.�OM sa�a�Fr��us�r���s, zr�c. saa.535.6307 ISSUE WUVW.SOLARINDUSTRIES.COM ____.._.._.,._... SPEARS MANUFACTURING COMPANY 81$.364.1611 MARK C�ATE DESCRTPTIC}N WWW,SPEARSMFG.CQM PS 1 3f 14/15 PROGRESS SEf T SPECTRALIGHT TECFiNOLOGIES, INC. 888.895.7080 WWW.SPECTRALIGHTUV.CaM PS 2 3/1$/15 PRUGRESS SEl"II S.R. SMiTH LLC $00.$24.43$7 WWW.SR�MZTH.COM STEI"SON DEVELC3PMENT, TNC. 80QS32.$215 PS 3 3f26J15 PRC}GRESS SEf III WWW.PDURALID.C(JM TECHKQ, INC. 949.?$3.1900 PS 3/31/1S PERMIT SET WWW.TECNKOUSA.COM TRRFFIC GRAPHIX PO�L SIGNS 949.589.3782 ND KNOWN WEBSITE UNTVERSA�WHIT'E CEMENT C4MPANY $0t7.86U.692$ iMNW.FINESTFTNTSHP00LS.GQM WAT�RWAY PLASTICS 8Q5.98i.Q262 W WW.VUATERWAYPLASTICS.CQM WATTS WATER TECHNOL(3GIES 978.688.1$11 wvv�nt.waTrs.coM SNEET TT1'LE W,R. MEAL70WS, INC. 800.542.7665 WWW.WRMEADOWS.COM XYPEX CHEMICA�GORPQRATIQN $00.961.4477 WWW.XYPEX.CQM c Z-F�EX, INC. 80Q.GS4.560n �A�TL..� zuwv o 906�o oco�' I�EYI�C�TE� � WWW.ZURN.CQM SNEET NUMBER ... FLaW RATE IVQTES PLUMBT�G N{�TES PLUMBIRIG NQTES ELECTRICAL I�C�TES ELECTRICAL N{JTES DECKING NtJTES SUBCQRITRACTC�R NC�TES tJV1/NER RESPaNSIBTLITIES 1. MAX FLOW RATES FOR ASTM D1785-06 SCH 40 P\�C l. ABSOLUTE MAX FLOW VELOCITY IS 8 FPS IN ANY PRESSURE TES7ING NQTES 1. THE FOLLOWING EQUIPMENT SHALL BE 26. A�L CONDUITS Ta BE MINIMUM 3/4" RIGIQ PVC 1. CONCREfE CO�OR ADDITIVES SHALL COMPLY 1. SUBCONTRACfOR5 ARE RESPONSIB�E FOR THEIR 1. PI20VIC3E ADEQUATE WA7ER AND POWER FOR PIPE USING MAX VE�aCITY OF 4.5 FPS FC�R ANY PLUMBING OR EQUIPMENT. GROUNDED: UNDERWATER LIGHTTNG FIXTURES, ALL WITH SOLVENT WELDED CONNECTIONS, LONG-RADIUS WITH ASTM C979 PIGMENTS FOR INTEGRALLY COLORED OWN SAFEtY. ALL SAFEIY CONCERNS RECOGNIZED BY CONSTRUCTIflN USE AT NO ADDITIONAL CHARGE TO P�UMBING t7N TNE SUCTION-SIDE OF A PUMP AND MAX 1. A�L BEl.C3W-GRADE PLUMBING SHALL BE PRESSURE ELECTRICAL EQUIPMENT WITHIN 5 FEEf OF WATER, AL� SWEEP OR HEAT BENDS. WHERE CONDUIT MUST RUN CONCRETE. CQNCRET"E CQLOR ADQITIVES SHALL BE ANYONE ON THE SI7E SHALL BE BROUGHT TO THE C(JNTRACTQR, VELOCITY OF 6.5 FPS FOR ANY PLUMBING OM1!THE 2. FLOW VELOCITTES�F 4S FPS OR LESS ARE 7ESTED AND INSPECTED PRI�R TO BACKFI�LING ELECTRICAL EQUIPMENT ASSOCIATED WITN TNE BOdIES ABOVE GROUND (E.G.,ALONG A FENCE), IT SHALL BE MANUFACTURED BY {OR EQUAL}: ATfENTIQN OF THE GENERAL CONTRACft�R DISCNARGE-SIDE OF A PUMP. DESIRED ON THE SUCTIC7N-SIDE OF ANY PUMP. FLOW TRENCHES. OF WATER,JUNCTION BOXES,TRANSFQRMER MEI`AL EMT. MAXIMUM NUMBER OF HQRIZflNTAL AND IMMEDIATELY. 2, WATER SUPPLY. PROVIDE PRESSU{�E REGULATED VELOCITIES OVER 4.5 FPS ON THE SUCTIQN-STDE OF ENCLOSURES, GROUND-FAULT CTRCUTT INTERRUPTERS, VERTICAL BENDS BEfWEEN JUNCfIQN BQXES SHALL BE DAVIS C�LQRS POTABLE WATER SUPPLY WITH AN TSOLATION VALVE Nt7M SIZE �UGTIt�N° CIISCHARGE- ANY Pl1MP SHAL� BE APPROVED BY THE ENGINEER IN 2, ALL BELOW-GRADE PLUMBING SHALL REMAIN PANELBOARD5 THAT ARE NOT PART OF THE SERVICE 360 QEGREES(E.G., FOUR(4} NINETY-DEGREE ELLS IN WWW.DAVISCOL�RS.COM SAPE7Y IS EVERYONE'S FIRST PRIt}RI7"Y DEDICATED TO THE PQOL AUTOFILL VALVE. SIDE MAX SIDE MAX �RITING. UNDER PRESSURE DURING SUBSEQUENT CONSTRUCTION EQUIPMENT AND THAT SUPPLY ANY ELECTRICAL ANY ORIENTATION, HORIZONTAL OR VERTICA�). 1.800.356.4848 SCH 4O PVC ���� �.�� ���� �..r� SO THAT LEAKS OR DAMAGE ARE IDENTIFIED EQUIPMENT ASSQCIATED W1TH THE SQDIES fJF WATER. 2. SUSCONTRACT�7RS ARE RESPONSTBLE FOR 3. BARRIER REQUFREMENTS. TNE OWNER IS ���� 3. FLOW VEI.00ITIES UF 6.5 FPS OR L.ESS ARE IMMEDIATELY. 27. ALL WEf CONDUIT TO BE PRESSURE TESTED WITH 2. DECK CaLOR SPECIFICATIONS: CLEANING AND REMOVING FROM THE STTE ALL TRASH, RESPC?NSI�LE F�R TNE INSTALLATIUN AND �GP(�'�� (GpM) QE5IRED QN THE DISCHAf�GE-SIDE QF ANY PUMP. FLOW 2. CLEARANCE FRC?M WATER TO OVERHEAD THE PLUMBING PRESSURE TEST(S}. PACKING AND OTHER QEBRIS THEY GENERATE AT THE MAINTENANCE OF FENCING, GATES, APPRaVE[}SAFE7Y �?��AC� VELaCITIES OVER 6.5 FPS QN THE DI5CHARGE-SIDE dF 3. THE CaNTRACT�R SHAL.L BE NQTIFIED CONDUCTORS SHALL COMPL.Y WITH NEC TABLE 6$0.$. COLOR GROUP: SUBTLE,STANDARD OR PREMIUM END OF EACH QAY. TF TMIS IS NOT POSSIBLE,THE P00�CQVERS, DOOR AI.ARMS AND QTHER SAFETY 3/4 7 11 ANY PUMP SNA�L BE APPROVED BY THE ENGINEER IN IMMEDIATE�Y OF ANY L�RCIP IN PRESSURE QR QBVIOUS 28. ALL CONDUITS TO BE MANDREL TESTED PRIOR TO COLOR NAME: SUBCON7RAC1"OR SHA�I.OBTAIN WRI1'(`EN APPROVAL TTEMS. THE REQUIREMENTS MUSI"BE MET PFtTOR TO 1 12 1� WRITING. BREAK IN PIPE, GAS LINE OR CONdUIT. 3. CLEARANCE FROM WATER TO UNDERGROUND BACKFILLING, POURING CONCREfE DECKING OR CO�OR NUMBER: FROM THE GENERAL CONTRACTOR FOR AN ALTERNATIVE PRE-Pt.AS"fER INSPECTION {�R FINAL INSPECfIC7N A� WIRING TO BE 5' MIN. UNLESS IT IS NECESSARY TO OTNERWISE MAKSNG THE CONDUIT INACCESSTBLE. DC1SE RATE: �B PER 94 LB SACK OF CEMENT p�N. REQUIRED BY THE AUTHORITY HAVTNG JLlRISC�ICTION . +� 1-1/4 21 30 4. MIN SIZE PVC PLUMBING OR CaNbUIT IS 3J�}" DIA. 4. PRESSURE TESTS SNAL�UTILIZE WATER. AIR SUPPLY POOL EQUIPMENT OR QTHERWISE IXCEPTED BY (JVER THE PROJECI`. THE OWNER MUST BE PRESENT AT � ���~�r~?`'?•� 1-1J2 29 41 �/2�� DZA C1R�ESS IS NC?7 ALI.C?WED iN ANY APPLICATION TESTTNG IS DANGERQUS ANd SHALL NOT BE DONE. NEC SECTION 680.1Q. 29. MIN CLEARANCE ENVELdPE FaR MAINTENANCE 70 3, DECK REI[VFORCZNG SPECIFICATIONS: 3. SUBCONTRACl`aRS SHA�L LEAVE TNE dRZVEWAY, 7HZ5 rNSPECTIdN TO Ct}NFZaM INSTALLATFON AND/Oa (INCLUDING LOW VO�TAGE CONDUlT5,TEMPERATURE ALL ELECTRICAI.EQUIPMENT SHALL BE: SIDEWALKS, STREEfS,AND OTHER HARDSCAPED AREAS OPERATION OF TNE SAFETY DEVICES. ���. . . ��� 2 47 68 SENSORS, ET'C.}. S. �ILTRATION EQUIPMENT SHALL NOT BE TESTED 4. METAL CONDUIT SHAL�NOT BE USEQ GRADE 40, #3 @ 16° OC EW MIN SWEPT CLEAN AT THE ENd QF EACH DAY. ����+� : �-�.f2 &7 g� ABt3VE 3Q PSi REGARD�.ESS QF TEST DURATIQN. UNQERGRC�UND DUE TO CQRR�SIVE SOILS. A. WIDTH OF EQUIPMENT QR MIN 30" WIDE. CHAIN LINK FENCING 70 BE MINIMUM ELEVEN GAUGE, S. ALL PIPE�NA[.L.BE RIGID ASTM Q1785-06 SCH 40 B. DEPTH IS 36" MEASURED FROM EDGE OF OPEN 4. DECK CONCRETE SPECIFICATIONS: 4. SUBCONTRACfORS THAT FAIL TO CLEAN UP NON-CLIMBABLE 1-1J4" OPENTNGS. 3 1Q4 15Q OR 5CH 84 PVC UlVO. ALL FITTINGS SHAL�BE ASTM 6. PLUMBING IS CONSIDERED ACCEPTABLE IF IT 5. MIN BURTAL DEPTH FOR NONMEfAL�IC CONDUIT ACCESS C700RS. AFfER THEMSELVES MAY BE SUBJECT TO FINES FRC7M WATERSHAPE CONSUI.TING INC. D2466 SCN 40�R SCH 8Q PVC U�10. THREAE7ED MAINTAINS 30 PSI FOR 24 HOURS. IS 1$". WHERE CONCREfE DECKING IS PLACED OVER C. HEIGNT IS MTN 78'" FR�M FLQOR. F'c = 2 000 PSI THE AUTHQRiTIES NAVING JURISQICTION OVER TNE GATES OTNER TNAN PEQESTRIAN ACCESS GATE�TO BE ' 4 179 258 � A CA�IFORNIA CORPQRATIt�N CONNECTIONS AT EQUIPMENT(E.G., PUMPS) SHAL�BE THE CONDUFT,THE DEPTH MAY BE REDUCED TO 12° PER D. FLQOR TQ BE C�EAR AND ACCESS SHA�L N�T BE SLUMP < 5" PR0.7EC1'AND THE EXPENSE 0�CLEANUP BY THE EQUIPPED WTTH LOCKABLE HARDWARE AND SHALL 6 405 5$5 SCH 80 PVC. Fl�EXIBLE PIPE SNAL�NOT BE USED UNO. 7, IF AN INSPECI"aR REQUE5T5 PRESSl1RE TESTING NEC SECTIQN 300.5. WHERE CIRCUIT IS GFI USED FOR STORAGE. LOW WATER CaNTENT GENEf2AL CONTRACTQR MAY BE DISCOUNTED FROM REMAIN LC7CKE�AT ALL TIMES WHEN NOT IN USE. 140 LQMAS SANTA FE DRIVE, SUITE 202 AB�VE 30 PSIr BE SURE TNIS TEST DOES NOT INCLUDE PR07ECTED�7HE DERTH MAY BE REDUCED TO 12". MIN AIR CO�ITENT: S-7% SUBCONTRACTOR'S INVOICES. � ��2 ����'`� 6. COPPER PIPE 5HALL BE AS7M B$8-03 TYPE K. THE EQUIPMENT. FILTERS ARE GENERALLY NQT RATED BURIAL DEPTH FOR CONDUIT UNDER DRIVEWAY OR 3Q. A�L ELECTRICAL EQUIPMENT SHALL BE !_ISTED BY 4. AFTER TtiE POOL FINSSH IS APPLIED ANC7 THE �OLANA BEACN, CA 92075-1252 lJSA 10 1,106 1,598 TO HANDLE QVER 30 PSI. OTHER VEHICULAR ACCESS IS 24". AN INDEPENDENT TESTING LA80RATORY. 5. CONCREi"E DECKING FINESH SPECIFICATIONS: CONTRACfOR BEGINS FILLING THE POC7L,THE pHp�E; 858.724.1001 7. SPECIFIC PLUMBING DIMENSIQNS SHALL HAVE A ACIQ-WASNED,TRQWELED, EXPOSED AGGREGATE, C�NTRACTOR SNALL MONIT(7R THE WATER LEVELS IN FAX: 858.720.9QQ1 12 1,57Q 2,2b$ TOLERANCE QF �1/4" UNO. 8. PRE55URE GAGES SHpLL.BE VERIFIEQ PRIOR TC? 6. ELECTRIC EQUIPMENT SNAL�NOT BE IN5TALLED 31. POQL HEATER SHALL HAVE AN EXl"ERNAL�Y PATTERN-STAMPED,SALTED,SAND BLASTED THE PC�OL,SPA AND QTMER WATER FEATURE5. THE POURING CONCRETE DECKS, FOOTINGS QR OTHER IN ROOMS OR PITS THAT DO NOT HAVE DRAINAGE TO MOUNTED ON/OFF SWI�f'CH T4 SHU7DOWN HEATER LIGHT BRt�OM, LIGHT BROOM WAVY, HEAVY BROOM, WATER SMALL NOT BE TURNED C7�F UNTIL IT REACHES INFO@WATE(�SHAPECONSULTING.COM 2. MAX F�OW RATES FQR ASTM D17$5-06 SCN 80 PVC g, MIN BURIAL DEPTH FOR NONMEi"ALLIC P00� PERMANENT STRUCTURES. PREVENT WATER ACCUMULATION DURING NORMA� WITHOUT AD�USTING THERMOSTAT. HEAVY BRQOM WRVY, GRINDED, POLISHED THE MID-PC�TNT OF TNE WATERLINE TIl..E�R STONE TO �/�/W.WATERSNAPECONSULTING.COM PIPE USING MAX VELQCITY OF 4.S FPS FOf�ANY PLUMBING IS 12" QVER THE TOP QF THE PIPE. OPER4TION OR FILTER MAINTENANCE. PREVENT A WATERLTNE STAIN FRC7M CJCCURING. THE P�U�BING ON THE SUCI'I(JN-SIDE OF A PUMP AND MAX 32. SPA-SIDE REM4TES SHAL�NOT BE INSTALLED AT 6. DOSE RATE SHA�L NOT EXCEED 10%OF CEME(�T WATER SHALL BE TURNED 4FF BEFORE Tl't�VERFLC7W5 {�c 2()04-2015. ALL RIGHTS RESERVED. VE�QCITY OF 65 FPS F�R ANY PLUMBING flN THE g, ALL PIPE PENETRATIONS THROUGN CONCREfE GAS PLUMBING 7. ALL EQUIPMENT SHA�L HAVE A DISCONNECT THE WATERLINE WHEN AN AUT�MATIC SAFETY POQL CONTENT WHiCH INCLUDES PQRTLAND CEMENT, FLY AND DAMAGES SURROUNDING PROPERTY. DO NC3T ADD DISCHARGE-SIDE OF A PUMP. SLABS OR ABOVE-GROUND WA�IS SHALL BE SLEEVEC� MEANS. CQVER IS INSTA�LED. WITH 1J2° MTNIMUM FQAM INSUlATION. THIS 1. GAS PLUMBING SHA��BE SCH 40 BLACK STEEL OR ASH,SILICA FUME, LIME AND OTHER CEMENTITIOUS ADDITIONAL WATER SUPPLTES T{�THE POOL GR SPA- IF MATERIALS BUT NOT AGGREGATE OR SAND. NC?T C�ONE PROPER�Y, bAMAGE MAY RE5ULT, IT MAY BE �q� SUCI`I4N- DISCHARGE- REQUIREMENT C�OES NaT APP�Y TQ PENETRATIC}NS HDPE PLASTIC WITH ELECTRICALLY CQNTINUOUS $. ELECTREC OUTLEI"S TO BE 10' MIN. FR�M WATER. 33. LIGHTS INTENDED TO OPERATE SUBMERGED NECESSARY TO MOVE THE HOSE FFtOM THE PQOL TC} 4� ' , p �.,,,�i NUNI SIZE ,,,.: `� �r .� �j[�� �� �Z[�� MA}( T H R O U G N T H E P 0 0�SHE�L, BUT DOES APPLY TO I N S U L A T E D N U M B E R 1 8 A W G C Q P P E R T R A C E R W I R E SNALL N47 BE OPERATED DRY. 7, MAINTAIN THE 5AME SUPPLIER, 7HE SPA OR dTHER WATER FEATURE(S). �,��.fl �',�;.t�`,� ��H �� �V� P ENEf f�A T I ONS THROUGH TNE CQNCRETE SLAB WHEC2E T E R M I N A T I N G A B O V E G R A D E A T A L L E N D S Q F T H E G A S 9. AT�EAST aNE 15- OR 20-AMPERE E�EC7RIC PIGMENT-TQ-CEMENT RATIO, CONSISTENT LOW WATER .���z' `�C?�� �LUW RATE FLOW RATE THE POOL EQUIPMENT IS LOCATED. LINES. PVC AND COPPER SHAL�NOT BE USED FQR GAS OUfLEI"Td BE LOCATED BETWEEN 10'AIV[3 2Q' FROM 34. CC7NTROL�ER PANEL SHALL BE MOUNTED TO A = "` ���} {GPM} {GPM� PLIJMBING. WATER. BLOCK WA�L, PAIR OF PRESSURE-TREATED 4X4 Pt�STS, AG�GREGAT S T ROUG OUT T�HE RO ECTN� SHALI.REMAS�N�O F UNTTL�ALAV�S5E�S ARE FULL t�F ` �����1� = 14. RLUMBING �RC}M SUGTION QUT€.ET PAIRS(BEFORE STEE�POSTS,OR OTNER APPROVEd ME!"HpD. VARIATIQNS IN SUPPLIERS AND MATERIALS WILL WATER TO THE MID-Pt�iNT OF TNE WA7ER�INE TILE�R `�: � ��4 �' � THE TEE) SHALL BE THE SAME NQMINAL SIZE AS THE 2• MIN BURIA�DEPTH FOR NONMEfAI.(..IC GA5 10. WHEN P(�OL IS LESS THAN 10' FROM STRUCTURE CONTROLLER PANE�SHALL NOT BE 5UPPORTEQ BY ' ` AFFECT THE FINAL COLOR. ����. ��,�;, ,��yw 1 10 15 MAIN LINE„ PiPE [?IAMETERS SNAI.�NOT BE REDUCED. PLUMBING IS 18°. APPROVED PLASTIC-TO-MEfAL WITN AN EXISTING OUTLEf, VERIFY TNE aUTLEf IS STEE�CONDUIT. ,,�- TRANSITIQN FITfINGS SHALL BE USEG T4 RISE AB�VE GFCI PROTECfED,AT LEAST S' FROM WATER AND $. CALCIUM CHLORIDE SEi"ACCELERATOR SHA�L 6. THE AUTOMATED CHEMICRL SYSTEM SHA�� �pN� �.��� i�1�4 1$ �� 11. SUCTIaN t�UTLEf'PAIRS FOR TNE FILTER PUMP GRADE. LIMITED TO ONLY ONE OUTLET. REMAIN OFF ANC7 NQ CHEMICALS SHA�L BE ADDED TQ �,-�,�� �S g� MAY BE�OCATED QN THE FLOOR QR MAY BE SPLIT WITH � NOT BE USED WITH CONCRETE C(��OR ADDITNES AS IT ONE ON THE FLOQR AND ONE QN TNE WALL, 3• GAS LINES 5HA�.�BE BACKFILLED WiTH 3" CtF il. ALL ELECfRIC OUT�ET5 WITHIN 20'OF WATER T� 1""ERI'1� 1 V�TE� CAUSES BLOTCHING AND DISCOLORATTQN. TME POdL, SPA OR WATER�EATURE(S} UNTI� ��� AUTNORIZED BY A QUALIFIED POOL MAINTENANCE ��1111<<�a11t1iJf 2 41 60 CLEAN SANa OVER THE TOP OF 7NE PIPE. A PLASTIC BE GFCI PR�TECTEd, TECHNICIAN. �\��� �,,�.�TY ff�11 12. SUCTIQN DUTI�ET'PAIRS FCIR AUXILIARY PUMPS 9. IF HIGHER SLUMP IS aEQUIREQ USE A WATER ti�. p p /,. CAUTION TAPE SHALL WARN FUTURE EXCAVATORS OF ' .,§, ,k � .��"p'�j:�• �"' �r,, 2-1J2 59 $6 REDUCING ADMIXt'URE IN5TEAD QF ADDED WATER. � � ` p F''�, �i SMOULd BE LOCATED ON 7NE WkLL. IF THE AUXILTARY THE pQTENTIAL QANGER AND 3'"AaDiTIC7NAL SANp 12. NEW LIGHTING FIXTURES LIGHnNG OUTLETS ����UCfiSt��t t9�URS ������ � ;�� R�,. � � �� � � 7. THE HEATER SHALL REMAIN OFF UNTIL -- 3 93 134 PUMP IS FILTERED THE SUCTION OUTLE1'PAIR MAY BE SHALL BE USEQ PRIOR T4 BACKFI�LING WITH NATIVE AND FANS WITHIN S' NORIZONTAL C}F WAiER TO BE 12` ��°� � � $���� = =o� az= =" LOCATED ON THE FL(�aR. 50IL. ' 1. CONSTRUCTIC7N E UIPMENT�IMITED BY 10. DELIVER ANE� DISCHARGE CONCRETE WITNIN 1,5 � ��`������.:�� AUTNORIZED BY A QUALIFIED POOL MAINTENANCE - : ���T.��. � r 4 161 233 MIN. HEIGHT ABOVE MAX WATER LEVEL. INDOOR � HOURS t?F MIXiNG. WNEN TRUCK ARRIVES AT SITE � � �� --� � �°��� � KM o31-a$ �v` � � � `I'ECHNICIAN. ^'�; =cr�,- C L E A R A N C E M A Y B E R E D U C E D F Q R S P E C I F I C ORDINANCE TO MQNDAY TNROUGN SATURDAY 7:OQ A.M. ' ���t'��`�a� � ; t ��� ��_� ,$� f,ti' cr�A �:�4'� VERIFY COLOR SPECS PRItJR TO DISCHARGING. ��`��t� � � '� �P� � :�"a+" �'' %: 6 366 528 13. l"HE REI`URN5 TO THE WATERSHAPE SNALL BE CQNFIGURATIONS PER NEC SECTION 6$0.22.6.2. TO 7:00 P.M. ���'�y° �°�`�` ` :A.�� 8. THE AUTOMATIC P00�CLEANER SHALL REMAIN :,;�`�'A��:,, z 1_�ti,,.�Ca�',.;•`• LOOPEp C!R CQNFiGURED IN A BALANCED TREE TC1 SKIMMER LIpS »�.,. f�//��'''qpE"p�,5 �,�� 8 640 925 li. SUPRA-INSTANT BLACK#8084 BY DAUTS CQLORS OFF UNTIL AUTHORIZED BY A QUALtF�ED POOL �lll ���� EQUALIZE FLQW. 13. WHEN POOL IS LESS THAN 5' FROM HOUSE WITH 2• NO CONSTRUCI'ION EQUIPMENT OPERATI�N C7N ��" " °t� , �/1I1111►111�� 1. P(ASTIC LIDS FOR SKIMMERS SHALL NOT BE USED. AN EXISTING LIGhiT FIXTURE VERIFY TNE FIXTURE IS 1-EGAL HOLIDAYS. REQUIRES SEALI(VG AGATNST WATER PENETRATION AND �,�„ MAINTENANCE TECHNICIAN. }.p 1,OQ8 1,455 � REQUCES OR NEGATES THE EFFECT OF AIR-ENTRAINiNG ����4 � �� �`�2� ����� 14. AL�RETURNS AN(�JEfS SNALL BE TERMINATED REPLACE STANDARD �IDS WITH A RING, LID ANB CIP GFCT PROTECTED, 5" MIN. HEIGHT ABOVE MAX WATER ADMIXTURES. 9. IN GENERAL, POC�L WATER AND CHEMICALS ARE WITH FLUSM-FINISN DrRECTIONAL EYEBALL F1TfINGS. CONCRETE OR STONE TO MATCN SURROUNDING DECK. LEVEL,AND IS RIGIDLY ATTACHED TO THE H011SE. CONSIDERED MAZARDC�US TC}WILC�LIFE D�WNSTREAM ��F� 3. �iAX F�OW RATES FQR ASTM B8$-03 Tl`PE'K' PEFtMIT Nt37ES 12, COLORED CONCRE7'E DECKING SNALL NOT BE OF STORM DI�INS. DTSCHARGE WATER OR CH�MICALS L ABSQLUTELY NO DIVING AL�OWED. CQPPER PIPE USING MAX VELqCriY OF 4.5 FPS FOR ANY 1S, BA�L VA�UES AND CHECK VALVE5 SHA�L BE THE 2• NO AUT4 TRAFFIC QR t�THER HEAVY TRAF�IC 14. ALL LIGHTING FIXfURES, LIGHfiING OUTLEfS AND � EXCAVATIQN PERMITS ARE NOT VA�ID WITH{�UT CURED WITH WATER OR PLASTIC SNEEfS. CURING ONLY TQ APPRdVEp AREAS. CNEMICALS SHALL BE PLUMBING OR!THE SUCTION-SIDE aF A PUMP AND MAX �AME SIZE AS THE LINE. WHERE A LINE SIZE CHANGES SHA�L DRIVE NEAR THE DECK LIDS. FANS WITHIN 5`-10' OF WATER TO BE GFCI PROTECI'ED. SHALI.U�E W-1000 CL.EAR BY DAVIS C4JLORS. DISPOSED A7 APFROVED NAZARDOUS MATERIALS SITES. 2. SAFEtY BARRIERS SHALL BE VELOCITY OF S FPS FOR ANY PLUM�ING ON TNE AN UNDERGROUND LITILITY SERVICE DIG ALERT ID. AT A VALVE,THE VA�VE 5FIALL BE THE IARGER STZE INSTALLED AND MAINTAiNED BY THE QISCHARGE SIDE OF A PUMP, lN1TH A BUSHING TO THE SMALLER STZE UNU. 15. E�ECTRIC SWITCHES TO BE 5' MIN. FROM WATER 13. TO AVOID SLIPS AND FALLS, CONCREfE DECKING OWNERS TO PREVENT UNAUTHORIZEI� FREESTANDING WAt,LS UNLESS SEPARATED BY A FENCE�R WALL. �• PERMITS MAY EXPIRE IF A SUBSTANTIAt AMdUNT SNALL NC7T BE SEA�ED. CONCRETE SEALER 5HALL BE ���E��� 16. HYDROSTATIC VALVES SHALL BE INSTALLEa IN OF WORK I5 NOT PERFORMED FUR A PERIOD QF 1$0 �pLOR SEAL BY DAVIS COLQRS. COLOR SEAL SHAL� NOM SIZE SUCTIC�N- DISCHARGE- ���v�ssE�s�" pEEp OR M�RE. FREESTANDING WfiL�S, INCLU�iNG VANISHING EDGE 16. WET LIGHT FIXi"URES TC1 BE 18° MIN. FRQM TC?P aAY'• 3, SUCfION OUTLEf CC7VERS SHALL I� C�R L �IC}E MAX SIDE MAX WAL(�,ARE SUBJECl"T� EXRANSION,�ONTRACTION, t�F LIGHT TO NC}RMAL WATER LEVEL UNLESS FIXTURE IS MATCH THE CC?LOR ADDITIUE IN THE CONCREI"E. BE MAINTAINED AND REPLACED BY THE CCIPPER FLC�W RATE FLC?W RATE �?• QRAIN� OVERF�QW AND BACKWASH DISCHARGE AND WET/DRY CYCLES DUE TO TEMPERA7llRE SPECIFICALLY LTSTED FOR L�WER DEPTH. N�LTGNT �• CaUNTY HEALTH DEPARTMENT APPROVAL IS 14. SUB-BASE PREPARATION SHA�L INCLUDE REC{�M M EN G�ED V1/ATER PARIaM E'TER� QWNERS Td PREVENT ENTRAPMENT. SHALI.CONNECT TCl A MINIMUM 3'" DZAMEfER PRIVATE F�UCTUATIONS AN� NORMAL ONJQFF OPERATI�N �F FIXTURE SMA�L BE INSTALLEa LESS TNAN 4" BELOW REQUTRED FOR ALL PROJECfS OTHER THAN SINGLE Gp�pACTED SOIL ANQ MTNIMUM 2-ENCHES�F �TN� �GPM} �GPM� SANITARY 5EWER Wi�"H A STRAINER AND P-TRAP. THE EDGE SYSTEM. SELECTIbN QF WATERPROOFING NORMAL WATER LEVEL. LIGHT FIXfURES SHAL� BE FAMILY RESIQENTIAL PQOLS C}R SPAS. PAF�AMETER UNITS MTNIMUM IDEAL MAXIMI.IM 4. WALKING SUR�ACES SHALL BE CQMPACTED SAND, GRAVEL OR CRUSHED ROCK FOR lJ2 3 � FILTER BACKWASH SNAL.L HAVE A pH BEl1NEEN 5 AND AGENTS, BQNDING MATERIALS,AND SURFA�E REMOVEABLE FROM THE WATER FQR RE�AMPING, DRAINAGE. WET ALL SOILS AND FORMS THtJROUGHLY BR�MINE, PC?OL PPM 2.0 2.0- 4.0 4.0 MAINTAINED BY TNE OWNERS TO 12.5. NQ Pt�O�WATER SHALI. DISCHARGE 70 STQRM MATERIALS AND COLORS SHOULD BE CAREFUL�Y INSPECTION OR NORMAL MATNTENANCE WITHOUT PRIOR TO PLACING CONCRETE. DO NOT POUR PREVENT SLTPS AND FALIS. 3/4 6 7 DRAIN, REVIEWED FOR COMPATIBILITY UNDER THESE QRAINING THE WATER. I�����rT�� N���� BROMINE,SPA PPM 2.0 3.0° 5,0 10.0 CONDITIONS. MANUFACTURER"S WARRANTIES MAY BE CONCRETE OVER STANDING WATER, ICE, FR�ST OR 1 11 12 1. INSPECTION CARC7S AND APPROVED PLANS MUDDY AREAS. CALCIUM HARDNESS PPM AS CaCO3 1S0 zpp-4(�p ��p_ ��pp�. 5. SEE SHEE("W-001 FOR ADDITIONAL 1$. WAl"ER DISCHARGED FROM ANY WATERSHAPE AFFECI'E(� BY THE SPECIFIC GONSTRUCTION DETAIE.S. 17. LIGHT FTXTURE5 FACING llPWARD TO HAVE LENS �AFEfY REQUIREMENTS. 1-1J4 17 1g SHA�.L N4T ENTER THE STQRM flRAIN SY5TEM. GUARDED AGAINST CONTACT BY ANY PERSON. STAMPED BY THE L�CAL BUILDING OFFICIAL SHALL BE KEPT ON SITE AT ALL TIMES IN A WEATHERPRC70F TUBE. 15. IN EXPANSiVE SQILS,THE S4IL 5HALL BE CHLORINE, FREE RESIDUAL, PO�L PPM �..0 �•Q ° '�•a �'� PRflJECT DATA 1-1J2 24 �7 1�. CARTRIDGE FILTEl2 ELEMENTS SHAI.L 8E CLEANED WATERFROl7FTNG 18. NUMBER$AWG INSULATEQ COPPER CONDUCT4R TH�RQUGHLY SOAKED FOR AT LEAST 48 HOURS PRIOF� CHL�RINE, FREE RESIdUAL,SPA PPM 2,0 3.4- 5.0 10.0 2. APPR4VED PLAN5 STAMPED BY THE LOCAL TQ P(ACING C�NCRETE OR AS OTHERWISE DETERMINED �Qg� ��I'�� � q� q.7 �VER A LAWN OR OTHER LAND5CAPED AREA TNAT WILI. TO BE PULLED THROUGH NON-METALLIC CONDUI�"TO gUILDING OFFICIAL SHAL�NOT BE USED AS WORKING BY THE SOILS ENGINEER. CHLaRINE, FREE RESIDUAL W/STABILiZER, PQOL PPM 1.5 1.5 - 3.Q 3.� ABS�RB THE DISCHARGE. THE CONTRACTQR HAS THE RESPONSIBILITY TO LUG INSIpE WET NICHE. THE LUG ANa ALL EXPOSED 2-�/� 65 73 CONSI"RUCT THE WATERSHAPES TO BE LEAK FREE. THIS COPPER TO BE ENCAPSULATED WITH SCQTCNCAST 2135 p�wZ��S. USE A PHOTOCOPY�R SEPARATE SET OF CHLORINE, COMBINED FPM 0 0 4.2 APPROVED, BUT NOT NECESSARILY STANiPED, PLANS. 16. WATER ADDED AT THE a0B-SITE SHALL BE KEPT 3 93 1�� 20. LCICAL OF2DEIVANCES MAY REQUIRE THE MAY REQUIRE AQDITIONAL MEANSr METNQDS�AND WET NICNE POTfIIVG KIT. OTHER END QF GROUNDING TO A MINIMUM AND ON�Y ADDED TO THE MIXER OR �qpp�R ppM _ _ � � ENGINEEl�ING DESIGN C3F POOL AND SPA EQUIPMENT TC? BE SCREENED FRQM VIEW. SCREENING P����1���THER TNAN THE INTERIOR FINISH,TILE WIRE TO BE CQiVNECTED AT JUNCTION BOX, 3. DO NQT COVER OR CONCEAL ANY WORK PUMP- NEVER AT-f'HE QECKiNG I.00ATION. DO NOT 4 lb4 182 IS THE OWNER'S RESPUNSIBILITY. AND STONE. OTHER PRC3DUCTS MAY INCLUDE EPDXY, TRANSFORMER ENCLC}SURE,OR GFCI. Cl'ANURIC ACID (STABILIZER FQR CHI�ORINE) PPM 10 30- 50 1S0 1 1NATERSTOP Fi"f°CINGS,SIKAFLEX, HYDRAULIC CEMENT WiTHQUT FIRST OBTAINING AN INSPECTION AND THE ��FINISHING TOOLS OR BROt7MS OR SPRINK�E � ��� �Q�' ` BUIL(7ING OFFICIAL'S SIGNATURE�N THE INSPECTIQN WATER ON THE SURFACE. DO NOT SPRTNKLE PIGMEN7 IRpN PPM - _ a� 68 EAST MEAC70W DRIVE UNIT 101 21. VERIFY STZE AND LOCATION OF 07HER WORK MULTICQAI',THOROSEA�AND SIMTLAR PRODUCTS 19. GFCI PRQTECTED CONDUCTORS SHALL NC?T OR CEMENT ONTO THE DECKING SURFACE. VAIL, C�81657 4. MAX FLOW RATES FflR ASTM D17$5-06 SCH 40 PVC (EXIS7ING OR PR�PUSE(7}AT ANY PIPE CRQSSINGS, OR APPROPRIATE TO THE ENVIRONMENTA�CONDITIONS QCCUPY RACEWAYS, BOXES, ENCLQSURES OR CONDUITS �Rp' OXIDATTON REDUCTION POTENTIAL(ORP) rrtV 650 - - PTPE GRAVITY LINES S�OPEC7 1/$" OR i/4" PER F�QT. CaNNECTIQNS, RRIOR 7tJ CONSTRUCTION. SUB�EC��D TO DURING CC7NSTRUCTIQN AND CONTAINING NON-GFCI PROTECI"EQ CONDUCTORS. 4. ALL INSPECTION ITEMS SHALL BE VERIFIED BY 17. BEGIN Tf�OWE�ING A�fER B�EED WATER pZONE WITHQUT QEGAS mg/L - - p,i nPERATIC?N. WHERE APPROPRIATE,SPECTFIC EVAPQRATES. LATE OR HARD TROWELING AND EDGING 22. ALL EXPC7SED PIPING SHAL�BE ADEQUATEI.Y PRC3DUC1`S ARE SPECIFSED ANfl 5UBSTITUTIONS SHOULD 20. LIGHTING JUNCTIQN BOXES TO BE 4" MIN. AB�VE THE PROJECT MANAGER PRIQR TO CALLING FQR PROJECT MGR: DAVID.�. PEfERSON NC�M SIZE MAX FLC?W MA)C F�QW SUPPC7RTED T(J CEILINGa,WAL�S AND FE.QOR5. BE REVIEWED BY THE ENGINEER PRIOR TO HIGHESf POOL DECK OR 8" A84VE HIGHEST iNATER Z��PE�zd�• CAUSES BURNS OR dARl4 SPdTS. QZ�NE ABOVE WATER SURFACE �9/�- 0 0 0.05 PREPARED BY; RCK APPLICATION. LEVEL,WHICHEVER IS NIGHER. NOTE THAT SPAS AND pH ' 7.2 7.4 2 7�� CHECKED BY: DJP SCF{ 4O PVC RATE (GPM) RATE �GPM} S. A PRE-CONSTRUCTION MEETING MAY BE �i Fr 23' ALL EQUIPMEiVT, MATERIALSI CONSTRl1CTIC?NJ �IGHTED WA7ER FEATURES WILL GENERA�LY GOVEF2IV REQUIRED BY THE AUTHQRITIES HAVENG�URISDICTION. EXPANSION]OTNT NOTES 7EMPERATURE °F 35 78-82 104 pRINTED: 3/31/15 �IN� AT S=�.J� AT S=�,�4 �ABQR ANb SAFETY REQUIREMENTS SHALL COMPLY THE ELEVATION AND THAT OVERF�OW E�EVATIONS MAY 1-1f2 q 5 WITH AL�APPL.ICABLE IAWS, REGULATIONS AND CODES. BE HIGHER THAN NORMAL,WATER LEVEL. LIGHTING � ��EL AND $QNDING PRIOR TO SNOTCRETE. 1. EXPANSI�N JOINTS BENVEEN P00�SHELL AND TOTAL A�KALINITY PPM AS CaCa3 60 80- 120 180 JUNCfION BOXE5 7Ct BE 4' MIN. FROM WATER. SURROUNDING DECKING SHALL BE 5/$" - 7J8" WIDE. TC7TAL DISS�LVED SQLIDS(TDS) PPM 3Q0 100(�- 2Qt�0 300Q 3 2 7 10 24. BLQCKt�UTS FQR PIPE PENETRATIONS INTO THE LIGHTING �UNCTION BOXES TO BE INTERMATIC P.7B4175 7. UNDERGROUND ELECfRIC ANQ GAS PRES5URE 2°id2 12 17 ��EL�SHALI�NC}T BE ALL�WED. A�L PIPE {4 LI�HTS PLUS FEEDER CONaU17) OR PJB2175 (2 P�OR TO BACKFiLLING TRENCHES. 2. EXPANSION 70INTS SHALL INCLUdE A FOAM PENETRATI�NS INTC?THE SHEL�SNALL BE LIGHTS P�US FEEDER CONC7UIT) SEE BACKING RQD SUCH AS DECK-O-FOAM, KOOL-ROD OR 3 �1 3p CAST-IN-PLAGE. WWW.INTERMATIGCOM OR CALL 815.675.7076. g, PRE-PLASTER FNSPECfION VERIFIES ALL CORK EXPANSION 70INT. F�USH-DECK.�UNCTTON BOXES ARE A�LQWEQ PER NEC `� `�1 '� 25. CCINNECTiONS BEfWEEN DISSIMILAR MATERTALS c���-Ip� �gp,�q,q,�, REQUTREMENTS ARE MET, INCLUDING DOQR ALARMS, 3. EXPANSI�N JOINTS SNALL BE DRY AND FREE OF 6 114 162 SHAL�BE CQMPATIBLE IN ALL WAYS. FENCING, GATES, LATCHES, E�'C. FOREIGN MATERIALS. T���� 21. A�l.JUNCTTON BOXES SHALL BE GROUNDED TO g, FINAL IN5PECTION VERIFIES PODL IS ����� MAR.K DATE DES�R.IPTIC�N 8 223 315 26. WHERE NO CONSTRUCTION DEfAILS ARE SHOWN THE POOL�ONTROLLER PANELBOARD. 4. CQNCRET`E 5HALL BE CURED 28 DAY5 PRIOR TO 10 4Q9 579 �R NOTEC� FOR ANY pART C?F THE WORK,SUCH DETAIIS QPERATIONAL. APPLICATION OF MASTIC. PS 1 3/14/15 PROGRESS SEf I SHALL BE THE SRME AS FOR SIMIIAR WaRK SHCIWN ON 22. NUMBER$AWG SQLID BARE OR INSUtATED 1. MOST PARAMEI'ERS ARE BASED nN APSP 12 653 924 THE C?RAWING. BONDIN6 WIRE IS REQUIRED FOR AL.L POOL EQUIPMENT pd�R$c WINDtaW N07ES �• SUBMERGED JOINTS AND Jt)INTS 1"AND (ARGER RECQMMENDED �EVElS FQR CQMMERCTAL AND ��� "�/��/��` PROGRESS SEt"II AND CONDUCTIVE MATERIALS WITHIN 5' OF THE WATER SHAL�BE PRIMED WITH P/G PRIMER. RESIDENTTAL POQLS AS OF 9/24/92. 2?. PIRE RUNS SHALL BE SLOPED TN dNE DIRECTION OR 12' OVERHEAD, INCLUDING BUT NOT LIMITEQ TO 1. AI.L GlAZING WITHIN 5' OF POOL, SPA OR PS 3 3/26/15 PROGRESS�Ef IIZ QI�LY. WHERE INVERT dR CENT`ERI.INE ELEVATit?NS ARE �TEEL REINFORCEMENT, PQO�LIGHT(VICHES, POOL WATERFEATURES SNALL BE TEMPERED SAFEfI'GLAZING. �� p 2:1 QEPTN 70 WIDTN RATIO SHALL BE SHaWN, PIPE SLOPE SHALL BE UNIF(JRM BETWEEN CQVER MECHANICALS, HANDRAILS, METAL WINDOW THIS MAY REQUIRE REP�ACEMENT OF EXISTING MAINTAINED FOR ALL MASTIC APPLICATTONS. POINTS. FRAMES, MEfAL FENCING, DECKING REINFORCEMENT, PS 3/31/15 PERMIT SET PATI� COVER HARDWARE, REINFORCEMENT FOR WATER �zNDOWS. 7, MASTIC SHA�L BE DECK-Q-SEAL: FEATURES, ETC. POOL EQUIPMENT 7HAT REQUIRES BONDING INCLUDES BUT IS NOT I.IMITED TO PUMPS, �ANITARY FACILITIES NQTES DECK-Q-SEAL SfEEL FILTERS, HEATERS, PO�L CQNTROLLER A DIVI5ION QF W.R. MEADOWS, INC. PRNELBOARDS,CHEMICAL AUTOMATION EQUIPMENT, � �ANITARY FACILITIES ARE REQUiRE� BY LAW. PHONE: $00.542.7665 EfC. 23. SWITCHES FOR MOTC3RIZED SAFETY POOI.CQVER 2• TNERE SHA�L BE AT LEAST ONE WATER C�OSE1" 70 BE LOCATED WiTNIN FU��VIEW OF PQQL. FQR EACH TWENTY(2�) EMPI�DYEES WORKING ON THE FORMS ANQ BATTER BQARDS SHEET TITLE S�-E. {[} �ETAIC KEYN�}T�,� 1. POOL WALLS OVER 18" HEIGHT AND WAL1.S WITH 24, A�L Ct�NDUr('S, EQUTRMENT, AND , 5LOPE1� FACES SHAL�BE FORMED BY A CONCREfE APFURTENANCES TO BE SECURELY FASfENED IN PLACE. �• ��NER S FACILTTIES SHALL NQT BE USED UNLESS FORMING CONTRACTOR. DRYWALL IS NQT AN ����� h t ELECTRICAL WORK SHALI.NOT GREATE A STEP OR PERMISSION IS GRANTED IN WR�fING. l. CYANURIC ACFD MAX LIMIT I5 1QQ PPM IN dTHER CLIMBiNG HANDHOLD OR FOOTHOLC7 OVER A ACCEPTABLE FORMING MATERIAL. l�HL_ CALIF�RNIA. RQOL BARRIER. '�• SANITARY FACILITIES PROVIDED BY A 2, FORMS FOR STRAIG}1T-WALL POOLS SHALL BE MIN �4JTL.�,� NEIGHBORING PROJECT MAY BE USEQ IF IT IS WITHIN 2. FOR DARK FINISH PC70l.S SUCH AS PEBBLETEC OR 150'QF THE S1TE AND PERMISSIQN IS GRANTED IN . 2 X b NOMINAL SIZE WOOD. EQUAL, MAZNTAl�! pH AT 7.2 MAX TO PREVENT CALCZUM 25. JUNCTIC?N BOXES FOR WEi`NICHE LIGHTS TO BE WRITING. CARBQNA7E FRQM SCALING. FASTENEQ TO A WAL.L, FENCE OR BRACKEf IXCEPT 3. FORMS FOR FREEFQRM PaOLS SHALL SE VINYL TNAT WHERE NC? �ESS TNAN FOUR CONDUITS ARE C�ATED MASONITE MADE BY ECOFQRM BENDERBOARD 3. MAX TGS SH(�ULD Al.SO BE LTMITED TC? 1,5Q0 PPM SUPPORTING TNE JUNCTION BQX,IT MAY BE OR EQUAL. OVER THE STARTING 1"L�S. FREESTANDING. JUNCTIQN BOXES SHALL N(77 BE �H��" �(,J��j�[� � � 11 �l+.l.`^.'St"{�,uv;7.Y{j`Y..'l/`r,Y,''£�l:'-G:�:4"r#Y'.`yj:i'/.'..:.:r.;:':":.`Il`h...r:'::f'.'.�...y�,j v:4`:.d;!'i',:`:'r`i;.'Si . . . SUPPORTED BY C(?NaUIT FROfvI A PANELBQARD THEY ,;.;,{�;�;<�:��n„�:.;-;�,,.�.,>,>��,;y.�,,.�f,�;�;�,,:'i::: .F�.,;, 4. FORM ELEVATIONS SHAI.L HAVE A 1/4 ° �;,r.�,.; �..,f�;�. �:<:,�;;�<,..;::r;�,,�,;,,,�;,,�;;:,;,�; ; c�^+ nq�/� �r ryC� ��/ �T �ry �-y/�� /� �/1 MUST BE MQUNTED T�A WALL, FENCE{�R BRACKET, TOLERANCE THROUGHOUT THE LENGTH OF THE POOL ' .,i E ��s ;`r � , ��f� ��{'�%f� '�% � �l..l,.,��1'11`1 EI V 1Jt..,.� Y VA f Ei� ["f-1('+,t11•1�E�� S >l ��.^. � ,� r"`f� /Y .�rs r r✓r/� � AND SPA PERIMETERS. 5 ,y'�'�` %,�< � ' s '� �<$� s`� �� SCALE; NTS �� < Jf 'J.CF Y F /f : /I/ '�/ f r�',./ X 1 :; � �*�fl re�`� .i�f r� i �F gl���j,�rt�'%�/,,. " �k;N'<�:%;;'%�'��',�,:'F�%�„�}'!s�/�„%r r�;�}�F'�."���,� REV: 11/2j07 0 1" (C7 WATERSNAPE CC?CVSULTINGr INC. N OTES i. 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Q RS T�PRE1fENT ENTRAPMENT. >. . >. > _: _., . . _..: ..... ..... . : ;.:,,.. . > >. > __ _ _ < _ . , .. ,;, . . . _ . .. . . > :< :: :: . . :;. _ _ _ _. ,. _ .:>_:.. . :. ._ .� ;; . __ . . _ ._ . . .. . _. _ ., . _ ;:. _..... _ _. _ _ .._. ;' ,< : _._ __ ., _ . ,. _ <. . . > <.. _ _. __. ... ,: . . _.. _ . . . ... . .__,... _. :. _.. ; ::- ; !: : > . ;.: ,> .. .. : <; ;: � ;; , < ,; ; :. ; ;; ;> " , , _, < ;_ : : ( ,.' ;. : . ,: ::. „ . > <::... . . .... . ; ;. , .; ._ . _ _ ..: . . . .. ;>.. :.! ; , .._ ,: __ _._: _<: .. _ _ _ _...__..... . . ,. , . > ; . � � .�. » ,... ., ><.. ; , ; . , ,< >.; UO ,. >;:. . . ...<, . , .. < ; ;: _ ,.. .. ,:; ,. >: :>.. . <. ; <> , <: ., , ;: ;. . . ; _ .<. ; a.: ; LtJ P 1 RE UIRE�a HARTFORD L P . _. , __ , , . .:« . , >,. , . . . . ; , . - _ . _ .. >:. _ _ . . >. _ : ... . ... . . ,;. _..... __. . _:: z . , _ . ,::< , . �, t Q >; . ..:< ; : ., < > .. :. . ;: . , ,: . , . .. :, .,., :> ..,a ... , ,.: > ,.::: , .. _ . . , . -. :.. . ,z � .,::� � '�. - ii: ',� . .>_.. . ... . ..: �:., . . .. ....: . . . :.: . .:, . .:. ..:. . . .:. 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PREVEN � ; . _ __ . , _... .. . :.___ , r, _. _. _, . .. ._ ... ...... __. T SLIPS AND FALLS. . .. .. ____. _.. . i.. ,:: ,,;..... .::: .._.. . � , . , . > , ° < -: ,< ; ,, _:.. .. . . . . ! ;< ,. _. , - >< .: . , a _,. _ _._ . . .. > .: `' " ' d,: . >.. . . _ , a . . ,, , _: ; , . _ : :; :: . . .... ;. s . . _ . > ..:, :. ' �. . _ ,.; .. ,.:.: ::. . , ., :::.�. >:... .,. ,,.. : . ..„ ... . ...; ..�:,; . :. . ..�.�:i :;: ,. .: , , . �.�. > '. ;i ;: '!: < " ? ' ; ,. s <> > ` ; ?:,: t : <:, >;-..... , ,;. . ,:,:. . s(;: ,:> ;; „ ,. :>:< . . > :: <:::. ;.: ::: >::. . >< >....: ,>: _ >.;: _: .... ' < ,`, - � ;,.: .. . ; ,,, ,:. ; z>. .... :,?:. . ;.< ,:: s -: �; < :: ; . : ,. . ;::> .... :,. > ,, ;::. ;;. ,; _. >: ,. ..... ;_ , . ✓ _._.. _.. _.. __... _: __..._ :,.. ....:. , . _. . _....... _.,. . .,... . ... . ...._ . __ ,. _ ... .. �. . _.. ...._.._.. _ .::? .. . ...:..:: . . .::: . ...::� �AdQ . ..,_.:. >: ; a: > ;: <,: :; . _ _ . _:: :. _ ,. . ; __. .._ _..... _ _.. . � 0 ITIONAL _. .. .. ... _.. _ _. _ _. ,�. ,,.. . ,, _. . > ,. . .:,. .,. . _._ >:. ,:. ..... � ;, _ ; ::.. >: �.. ;; < > ; < SAFETY RE I _ , ': , . _ .. .... � .. ... , ; ' , < :.. ,:. > ,.: . > ;; ; , .., > ; _.. __.. <.. . _, . , _. . _ _. ,. .� _ _. ... _ _. : U REMENTS __ , _.., . . _. _ ,,. .: ..:. _> <.. : . . , _ . _.::. >: . .. _ _ < . . _.. , _ ,,.. ,:.. . ..___.. __ .. . ._ _. .:._ _. _. :. . , .. . __, _ .. _ . _ . _ , . , , , ._� . _... _... ..,_.:_.. . , ; . : ; ;: . � , �. , : ; ; ': . -. : ` ' ., . . ;, � � __.. .,. . _ , ._ < .. . ....... ; . ___ M __ . . .... , . . ... . _ . __ ` , .: > � _. ., ;; ; _ _ __ ' < J �T G _ _ , ; _ _ _ � .r � _ ' ' ;: _ _. _ . _ _ __. ___ . _. ._ _ _ _ , . . . . . ,. _ .,... _ _ _ _._ _. . ' _ _ _ . _. . __ ._ . _ ; _ . . .,.. _ _ _ _ . . _ __ . �. _ : _. .__ ,,. _ _ _.. .._ _ . _ _ _ _ _._ . _ _. . _ _ _ . _ . ___ _ : _ _ _ _, < _._ _ _ _ _, _ _._ _ _ _ __ . , : _ _. _ _. , � . . _. . _ . _ . . _ _. . . _ _ : , , , : . , . . . , , . ; ; ; ; � � , . .... :, ., ; ; : ? :. _ ; _ __ _ � _ < _ . :; ;; ; , _ ��' _. , _. _ . _ , . _ . __. ___ _ e. _. � . ; ,::,.. :. _. . : _.. Ja ADI 1 _. >. 0 . , , . �. , : ; � _. ; : > � � ; ; ; . : < ;: . . . ,, . ; '' > � <: ; > < , __ __. . .. a . _. ; , ;... . . .t: R� : ,::: :. , ...< , . , . <:;.. ,. .: <: ;r ; ' >.. ,.. ,.; ': j ! i ' . > _._ . , . .. . �<: _. .. _.. __ _ ., . . ... . . __ __ . , . . . ,. . _ _ _ . .. ....,. __. . ..,. ;� ... <; .: . _ . . ., . ! ;.` : 3 R�"fURN Tt�JE#'L(�4�P NO 2 ; , .. . _ , , . ;: ... ._ < ,.. . ,> . . : > _ ; :: � , -. . > , . . . .. . ... ..: .. . > _ ;: ,, ;�> C`.. , ; t � :< !. = r < _ ;: . <: `: ; `.: > `: . ;. ; ;: � . .. :> ; < . ,_.._._ _. _ ... ,., _.. , _ _. . . _. . ._ _. , . ., __. > . ' ,. .<! __ _.. .__ . . _. . . . __:> .. ._ _. . ; ? _ . ,: ,_ . . ..., .: _ . ,_... __ . .... .. ., _ _ . . __ . _ _ ... __ _,.. _. __ _ . . .. > , : _._. > ,: < >.,. ,.. .: _ �_ ..._ _ . _._ . . . _., _ _ ,,: B C _. ,: «.: .. ., . . .,_ _ .,.::: ;.. . . _ .. >: . <::> >:::: . > , .... ., . >. . . .. : , _. ... , ... .:, . ,....._._ . � . .. _. �;. >. .<...... ..... .::. . .- . . . ::. . . ,;, _ . .. . ,.:. , .. .:;.. ,:, . , ,. .» .. . ;.,: , > < ., ' 1 �� ., .. _. ,:. _ . ., _ . _ , . . : . ...,., ., . .. : .._._w . , ,... _. __._ , U ,. ,.. . > .. . — >_ � ; >:; . , _ _ _ . _. . : . . .: ,, , . . :.,. . . . . .. _ �:.. : > .. _. .. _,_. ..: _ ..;. < > . . . ....:... ... .:.., .. <.�.:;, ..y,:::, . . _ ��. E z <. . , . .... .. . ......, �.;; , .. ,.z.. ..:::..:�. � .._.. . . .. ........_._ . ... . . _. ... . ..,.e:;x, , ;>: , .::,. ,_.-.:.. .... :.>. . .,.:; ,,.. :.;,:s . . � ,:::>. ,� ::.; o.:. � , .....:. ::.. .. ::.: ...... . . .:.. ,. . : ...,. __ . . ., ,. _ _ ENGIiVEERIN DE I N F P ND P , , ; _. . _. ,.., ;.: G S G 0 OQL A S A _. _. . . . _.._ . . . _ _. >: . .: . . , . , : , :> t _ . _.,_ , . ._ . . _ ,_ .. , ,, . _ _ ,. . _ _... __. _ , ,:: . . . :.... , _. : ;,. :: __;. , , , ,, � � . ,.., .... _ „ _ _ __ <:. ,. _ _ . . _ _ .. .... _ . . .. _, _. .... . . ..., .. . _ . ._ _. . _, .. . _._ _ . _. _ . a > .. . , . I:< _ .. . „ . _. _. .. _.._. . ...._.,,.. , _.. �, ; _ >, ..: _... . > ,.,.,,, , . _.. ..:,. _ _.. . <; —.. - ; ,. ; _, < . _.. ... :. . . ,:> < ;. :, ,, , ;, _.. ,> > , < ,,, . __ ., __..,_ _._ _. .. . > _ ,. . _ . _. . _...,_ __. . >.. ,:.,. , > > >. , � . :,„ _ .. _. .. _. .. ,.....__. > . . _, . . . , _... ; . ., ,. , _ __. _. __ . .:, , , , ... _ > . > <::. > ;:::,. . . :<: .., >: .. , ..; ,.> , ,._.__... ::.. . _ �_ , _.. . . , .. . . : t _. . _ _. . . ,. _.., ..,. , >. . , . ___ .. .. . P IRE HARTF D . ... _ .:: .; ,:: . . . ,::,. <,: .. R LL�C7 , ,. > :; .. < ; . _._,. . . _. _ : _.:. . _.,. <.>, .. . . : 0 _ _._ _ ._ . _ . __ ., .._ . ., ___. ._._..._ . __ . , _ .. . . _ . < .,. > . . ..; _._ ... _ . _._ . . .. . _. _ . ,...__._ _. . _ _._ .... . . ._. < _. ._ ,;. __ __ _..._ .. .. .... _. . : ;. , ►� . } ,>,,.. „ .., � : _. _ .._ .:.. , _ _ L E U P . .: _ _ . ,.. <: , ,. > ... .:._. .. ,.., ,:.., ;:;, �:,.... . . .. :. . ._ [ _.. ... _. , _ _ . . __. . ._::, .. , . . _ ,. _.: _ . _ __ , .,.;;:... , _. . _. . _; � _ _ ,. . , >: , . . . .,,: ; ; _, . �: � , .. . .. : . , . , _. ., .:. � , . �. , , . , , _ �::,.. :> >: �,; . � ' ,< ;:' > . . < ,. >; ; ; ; ; �.: �. t � r ; ° ` . , .< .. _ : : `: .. ; , ; � , : ; < , ; ; . : ' " ; ; ;; ,: ; € _ _., . , . , . . ;: . ; . .. .,>. _::: !:,. , _... ,.. : < ; .;., � _ ,. t. . . ... .,: , .. . ,,.: . > .: ;.I 1 _ _ .. . _. _ . . _.: > .< �. 68 EASI"MEAD W D T : ,... , .< >,. > ,. . ; , . . . . . ; .. .: . < . . . R VE UNIT 101 .: ,: � a . r : � , . . ;. � , . ; _ . � . . �. ,, ; . ,: , ;, ,: _. , _. ; :. � � . , , °, _ : _ . � _ __ . . . _ . __ ._ _ _ _ . _ _ _ _. _ . ,::. ___ _ _ _ . _ . . _ .. _ . . _. _ _ . _: � ' _ �_ _ _ _ _ __. _ , _ . _, ' __ . _. f _� _ . _ _,__ _. , . _ ,.. _ __. . .�. _. , __ . _ _ : _ .:. _ . __ _. _ . _ _. _ _ : _. . __ _ _ . ._ __ _ _ . .. _ _ ,... _: __ . . _ _ _ . . . . _ ; x � . ; . _ v ,: _ ,_ a� 8� � . _ . . ;. , , . : ;;, . _. . ,... .., . :; , _ : _ .: :,. . o �s . _. _ . ; _ . . __ _ _. _. _. _. , ;� ��` � c _ . ,. .. .. ._. __... �_. _ : _ __ . ___.. . . _ _._ _ .: . . _ , _ . . __ : .. . . _ _. ___ . . _ _ , . . . _ _. _. __ _ _. __ _ _ __ _ __. . � _ . _ _ . . _ _ _ _ _.. ,. .. . _ _ , _ _ . � _ _ , . , _ __ _ _ .. . . _ . . . ,.. . . _ __ _ .. .,. �.,.. . n� _ _ . _ ._ _ , , . _ :... _ ,. . ,:.. , _ . _ _ _. _ _ .. , .,, .. . �.. # _ . _ _ . _ _ _ _ _,_. . . . _ _ _. . . _. _ _ .. . __ _ k :.�.:.:... � :.: � :-.. ...�, r.;_:.. .. :;�. ... .. .:'.r:.. . 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SAFETY BARRTERS SHALL 8E INSTALLED AND MATNTAiNE� BY THE OWNEF2�Tt� PREVENT UNAUTHORIZED �1 A�CESS. 3. SUCTIC3N GUTLET CQVERS SHA�� BE MAI�lTAINED AND REPIACED BY THE � (�V9� V� C (' ; �WNERS TQ PREtfENT ENTRAPMENT. ',�` � �___ i f 4. WALKtNG SURFACES SHALL BE ,.� Vl2 t � MAIN7AINED BY THE QWNE(2S 7'C} V14 � � Pf��VENT S�IPS ANQ FALLS. i � t � i i 5. SEE SHEET W-001 FOR ADDITIONA� i i SAFETY REQUIREMEN7S. i � - � � �" FR{�,7ECT 1�ATA � � --,, � � �� c�.� aos: A�r-a� E � .�..:., � � � � � � E � ENGINEERING DESTGN C}F POQL ANfl SPA t � � i � t � � V9 V� 4 68 EAST MEAD4W DRNE UN1T 101 t � ' VAIL, CC7 81657 � � 2-6 CLR i i ���°!1��� �� �;���� ����� �°�°�°� PR4.7ECT MGR: DAVID 1. PE°fERSON i i 3`� RETURN 3" REfURN �� � � „ i I ��������� �����' �.`������ ��� PREPARED BY: �e�c i i V9 V9 �� �` �'�' CHECKED BY. DIP i t � �_...,._.. � � � �_ _.. _ �. _._,. . . ....., . �_._.. 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LEGEND 1�fJTES }()(}(}( = DETAIL CALLQUT 1. ALL QIMENSIONS TO FINISHED C�NCREfE UNLESS 4"VENEEi2 �- 9" -� 13' ° 9" 4"VENEER NOTED C7THERWISE. W°� - SHEEf NUMBER ��� "���°�°w - 2. ALL#4 BARS TO BE GRADE 60 S'I°EEL. � E ; �,.,,�` ��� � 3. SEE DEi'ATL 5032&S032B ON SHEEf W-502 FOR 4 _ � �� �,�� �! � � !�; f. t, � � = KEY NOTE SEE SHEEf W-002 FOR SHt3l'CRETE LAP DEl"aTL. 1-10 11'_2" �,, �;y;� t `' : �f !f f` �� � CAL�OUI' t�*�� }, � ( j /j`;�f,M._ � 1 7/8 -� 4. SEE C?ETAIL 5031 ON SHEET W-502 FQR �j,� �� I p _ q �;��� � � �`� �%'��.� CAST-TN-PLACE tAP DETAI�. T,O. POt��COPING ,� ��' �r`;; �--`�. t�.���� t r t \.` '��`� , ,,f,1,i' S. 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'�Y;2`s:r+'y�J}:;i`�Jl{.£.���;.::�.:!i%:�,''.l"';�i'r%.a �.a:! !1 1 if '��`%:%%; �:;.,,{; c..;1t:.rF.���zJ�.�'.f�.vr�:...., ��;:;i:;i:�. ::1.,:er'1 r :.;5 >,�,; i;;r>;` ,�:�>,.,��:..�;a:,>:;::�.<;-.s>��,h:;�_ ..;�.rr�'i,;� 34 1- r:-'� >.��� ��:.,�_�:` �,.�-s.;<�,���.:.:,;�,,��<�;�:>;�:,u�z�,��.t .�,�F�,,, :,, SCALE: / 0 :r..rB: �,:ft�'��o'�4-�::1%�"'<:.<�, .-�"�;>�n��'y:�"�r�p.�Yr`�;'�.�. r.fE%'`<:.',��, . ti`uf.' ;fi{:n° :;:{,t:;'F.,.:�k"l��fl.?L.y'i31'{N_Y�1�.,:.���,;: :ro%�.�.,.h�f�$ 'ir::: �'11 11 ".}". f,5�'i ni.�'^;Y,::,YJ": ;.Y'.,^.r'i.f.+...��rt.=H:n•f.?;. ��l�j"�:?:�.ri"���t,,'�✓:/'!n,�r. C . ;;s�:;>,.,;>�,::,:�;:€:;.,;v.t{>�'„�,,:,.,>:���,.;�:;;.::.x�«�'fr,r -�f:.�.,.��.ut:� REV: 2/25/15 0 4 <,8 16 O WATERSHAPE CQNSULTING INC. ..1i11 ��.d. -Sf7 .fN S n.�'Y,,,':1%{.G'�fi.'.l.':If.;;rl.� � _ GENERAL I�C)TES GENERA� N�TES REC(JMMENDED SUBDRATN REINFURCING STEEL EQUIPQTENTIAL BaNDING CQNCRETE CC�NCRETE 1. WATER5HAPE CONSU�TING, INC. (HEREAF("ER 22. THE HIERARCHY OF CONTRACT DbCUMENTS 1. THE WATERSHAPE 5HALL HAVE 6" (150MM) QF 1. REINFORCING STEEL SNA�L BE DEFORMED BAR IN 1. EQUIPOTENTIAL BONDING SHAL�C4NFQRM TO 1. CQNCRETE MINIMUM 2$-DAY COMPRESSIVE 15. DURING THE CURTNG PERI�DS 5PECIFIED HEREIN, "`W�T"} INC�UDES ITS OWNERS, OFFICERS, EMPLOYEES, SMAL�FOL�OW THE AIA'GUIDE FOR SUPPLEMENTARY COARSE 3J4" (20MM) GRAVEL UNDER THE SHE�L. TNE CONFORMANCE WITN RSTM Ab15/A615M-09: NEG2008 ARTICLE 68Q.26. STRENGTH SHAL�BE AS FOLL4WS: SHQTCREfE SHA�L BE MAINTAINED ABOVE 40°F (4.4°C} AND CONSULTANTS WHENEVER REFERENCED. CONDITIONS'AND HIGHER CQST CONDITIDNS SHOULD GRAVEL SHALL BE PtACED IN TUVQ L4YERS, ANa IN MOIST CC}NDiTrON. IN INITIAL CURING, 2. CQPYRIGHT 2004-2015, WCI. ALL RIGHTS ARE �'aVERN WHERE CQNF�ICTS OCCUR. CONSOLFDATED WITH A MEGHANICAL VIBRATING PIATE. �jT�EL R��1 V F�R��1'1 EI V� �pLID C4 PaR�CON UCl'ORS.E MIN #8 AWG BARE �pM PRE��TVE �TRENGTH �4�HOU S AFi"ER�PfACEM NTQS COMPLETE. FI�NAL FOR RESERVEC�AND VIOLATIONS WILL BE PRQSECUTED TO 23. THE CONTRACTOR SHALL VERIFY ALL 2. A PERFORATEL?4" {100MM)SCH 40 PVC PIPE BAR NQMII�A� F}/, MIN YIELD DESCRIPTION fiC' AT �H G7AYS CURING SHALL CQNTINUE FOR SEVEN DAYS AFTER THE FULLEST EXTENT dF THE L�1W. THIS PLAN I5 TNE DIMENSIt7NS, ELEVATIQNS AND SITE CQNDITIONS ANQ 5HALL BE Pl.ACED WITM PER�ORATIONS FACING DOWN GRADE 3. BONDING GLAMPS SHALL CQNFORM TQ NEC-2D08 SHOTCREfING, FC7R THRE� DAYS TF WORK OF WCI AND SHALI�NC?T BE REPRODUCED, 5HA�L IMMEDIATELY Nt�TIFY THE ARCHITECT AN� CENTERED ACROSS THE DEEPEST SECTION OF TI-(E ��ZE C}IA STRENGTH ARTICLE 250.8. CHLORTDE IXRQSURE HIGH-EAR�.Y-STRENGTM CEMENT IS USED, C}R UNTIL THE 5,000 P5I (34.5 MPA} COPIED, (7R C?THERWTSE USED WITHOUT WRI7°I"EN ENGINEER OF ALL DISCREPANCIES PRIOR TO STARTING WATERSNAPE AT THE BASE OF THE COARSE GRAVEL, 40 000 PSI (SALT, BRACKTSH 5PECIFIED STRENGTH IS OB�AINED. FINAL CURING PERMISSION. WORK. BED. THE PERFaRATEQ PIPE SHALL 8E S�OPED 1/$" PER #3 3/8" (10 MM) 40 (3pp MPA) 4. A CURTAIN OF UNCOATED REINFORCING STEEL IS WATER) CACI 31$4.2.2] �HAL�CQNSTST OF A FOG SPRAY OR AN APPROVED F7"(1°lo MiNIMUM)TO DAYLIGHT THROUGN THE BQNDED TOGETHER WHEN MINIMUM 50°lo OF FREEZEjTHAW 4,SOQ PSI (31.Q MPA) MOISTURE-REi'AINING C{�VER t�R MEMSRANE. IN ���A� 3. THESE IDEAS�CONCEPTSr SKETCHES� DESIGNSr 24. IF A SPECIFIC DETATL OR SPECTFICATION IS NOT HILLSIDE OR TO A 1NELL WITH A SIJBMERSIBLE PUMP. #4 1J2 (13 MM} IiUTERSECTIONS ARE WIRE TIED. COATED STEEL SEC,`fIONS C7F A DEPTH IN EXCESS C.}F 12 INCHES DETAFLS, DRAWINGS, SPECIFICATIONS,AND NOTES ARE PROVIDED THEN CONSTRUCTION SNALL BE THE SAME REQUIRES A CONTINUOUS#8 AWG SOLId BARE COPPER CQNC�ITICJNS [ACI 318 4.2.2] (300MM}, FiNAL CURZNG SHALL BE THE SAME AS THAT THE SQLE EXCLUSIVE PRQPERTY OF 1NCI. AS FQR SIMILAR WORK, THE CONTRACTOR SHOULQ 3. WATER5HAPE RLUMBTNG MAY BE LOCATED #S 5/8'" (16 MM} BONDING GRId AT 12° (300MM) ON CENTER EACH WAY CAIS50NS, PIERS, PILES 4,000 PST (27.0 MPA) FOR INITIAL CURING. CLARIFY t�MISSIONS WITf-!THE ARCNITECT AND WITHIN THE GRAVEL SED BUT AT NO POINT SHALL TME CC7N�ORMING TO NEG2Q08 ARTICLE 6$0.26(B}(1}(b}. �-�'!+�\ 4. NOTHING CONTAINED WTTHIN THESE DQCUMENTS ENGINEER. GRAVEL BE LESS THAN 3"�(75MM)ABOVE THE PIPE. FOR #� 3/4" (19 MM} GRApE gEqMS 4,000 PSI (27.6 MPA) 16. ALL SHQfiGRErE WORK SHALL BE CUNTINUOUSLY � ��T`.-.�--',�.� SHA��BE USED BY OR DISCL�SED TO ANY PERSONr A 6'" (1SQMMj GRAUE�BEQ,ZNZS WILL REQUTRE THAT #7 7J$° (22MM} 5. A MZNIMUM 4F FOUR(4) BONDING LEAQS SHALL SHQTCREf'E 4,000 pSI (27.6 MPA) INSp�CT�D DURING P4l#CING E�Y AN INSPECT�R FIRM,OR CORPORATION FOR ANY PU(2P(7SE WITHOUT 25. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE AL�PIPES OVER 3" (75MM} DIAMEfER SE TRENCHED Ta ������ ��i BE Cl.1�MpED TO THE RETNFORCING STEEL AT (DRY-MIX GUNITE aR [ACI 3I8 4.2.2] SPECTALLY APPR(7VED FOR THAT PURPOSE BY TNE 7HE EXPRESS WRMEN C�NSENT OF WCI. OVER CALCULI�TED DIMENSIdNS THAT SHALL TAKE THE AppRORRIATE DEPTH. #$ 1" (2SMM} �� ARPRpXIMATELY EQUAL SPACING AR4UND THE WEi"-MIX SHOTCRETE} [A�I 506R 6.3.3,2] ENFC}RCEMEN7 AGENCY. THE SPECIAL SHOTCREl"E � � : ��< PRECEQENCE OVER SCALED DIMENSIC7NS. �� (420 MPA} gTRUCTURE AND SHALL EXi"END 36" (90�MM} BEYOND INSPECTOf�SHALL CMECK THE MATERIALS, PLACING S. WCT ACCEPTS NO RESPQNSiBILITY FOfZ 4. THE EXCAVATTON 5HALL BE REVTEWED 8Y A #g i-fi8 (29MM) THE INSIDE EDGE C}F THE S7RUCT`URE. CONTINUC7US FOOTINGS 3,000 PSI (20,7 MPA) �(�(�IPMENT, DETAILS�iF CONSTRUCTIQN AND INTERPRETATIUNS(�R RESTRICTIONS 7HAT MAY BE 26. WCI HAS NOT INSPECTED THE S1TE. WE HAVE LICENSED GEflLOGIST QR SOILS ENGINEER PRIOR TQ #10 1-1/4° (32MM) IN MC?DERATE EXPOSURE [IBC 1904.2.2] CONSTRUCTION PROCEDURE. THE INSPECTt�R SHALL WATEI2SHAPE CI�NSULTTNG,INC. IMPOSEd BY THE HQMEC�WNER'S ASSOCTATION. ALI. PREPARED THESE DRAWTNGS IN RELIANCE UN IN5TAL�ING TNE SUBDRAIN SYS7EM. 6. A STNGLE #8 AWG SO!_ID BARE COPPER FUR�IISH A VERIFIED REPC�RT TNAT OF NIS fJR HER C}WN LAYOIlT DESIGN; MATERIAL PLACEMENT, MATERIAL INFORMATION PROVIaED BY THE CONTRACT�R. THE #11 1-3/8" (36MM) CON�UCTOR SHALL L.00P AROUND THE STRUCfURE �PREAD PAD FOOTINGS 3,000 PSI (20.7 MF'A} PERS�NAL KNQWL.EDGE TNE WORK CQVEI�ED BY TNE ��LIFORNIA CORPORATION IN MaDERATE EXP�SURE [IBC I904.2.2] SPECIFICATIC?NS,OR C}THER 1TEMS WTTHIN THE CdNTRACTOR IS RESPONSIBI.E FOR VALTDATING THE 5. THE SUBDRAIN SYS7EM SHALL BE REVIEWEQ BY A #14 1-3/4" (43MM) BETWEEN 18"TO 24° MEASURED FRflM THE INSIDE REPC7RT HAS BEEN PERFCIRMED ANt� MATERIALS U5ED 14Q L.6MAS SANTA FE DRTVE, SUITE 202 HCIMEUWNER'5 ASSOCIATION'S JURISDICTIdN HAS BEEN SE7E CONDITIQNS AND QBTAINING ADDITiONAL LICENSED GEOLOGIST OR ENGINEER PRIQR TQ WA��QF THE STRUCTURE. THIS LOOP�HALL BE SIAB ON GRADE 3,Q00 PSI (20.7 MPA) q�p Z��'AL�ED IN EVERY MATERIAL RE�PECT TN ��}�(�A BEACH, CA 92075-1252 USA DICI"ATED SOI.ELY 8Y THE OWNER, DEt'AILS AND/QR CAI.CULATIUNS FROM WCI SHOl1LD INSTALLING STEEL REINFORCEMENT ANDJC�R P�UMBING. #i8 2-1J4" (57MM) C(AMPED TO TNE BONDING LEADS DE5CRIBED ABC3VE. IN MC7DERATE EXPUSURE [IBC 1904•2.2] CpMPL.IANCE WITH TtiE E�ULY APPR{�VED PLANS AND THE S1TE CQNDITIONS PE TN CON�LICi'WITH THESE c�p��Z���,,-�-lp�y�, 6. 1NCI I� NOT RESPONSIBLE FOR ERRQRS QF DRAWINGS. 2. REINFORCING STEEL SHAL�CONFORM WITH IBC ?, THE BONDING �EADS AND LQ�P SNALL BE 4-6° �����CAL WALLS 3,OQ0 PST (20.7 MPA) PHO�fE. 858.720.1001 IMPGEM�NTATIQN BY CONTRACI'�R OR FOR CNANGES, CHAPTEF2 19 FOR CONCREfE AND CHAPTER 21 FOR (100-150MM} BELOW THE SUBGRADE. IN MODERATE EXPC?�URE [IBC 1904.2.2] ��. ��-����-FQUR 1/+/EEP-NOLES SHALL BE LQCATED ��: ���.720.9QQ1 DE�ETIaNS, SUBSTrT'UTIONS, OR ADDITIONS TQ THE MASONRY. IN THE WATERSHAPE FL(J�RS FOR DRAiNAGE. INFQ@WATERSHAPECONSULT�NG.COM PIANS,SPECIFICATIONS,OR PROJECf BY OTHERS. �,��L� F����j 8. ALL CONDUCTIVE MATERIA!_S(INCLUDING 2. CONCRETE COMPRESSIVE STRENGTHS GREATER WWW.WATERSHAPECpN5UL7ING.C�M 3. REINFQRCING 5TEEL SHALL CONFORM WITH ACI pql��-�p p�,C4ATED}WITHIN S FEEf'SHALL BE BONDED THAN 2,500 PSI (17.2 KPA}SHALL HAVE SPECIAL �g, �p(��(��-�-� HYDRATI(�N SHALL INCLUC�E 7, WCI MAKES NO REPRESENTATION THAT THE 318-08 EXCEPT AS M�DIFIED BY IBC SECTION 1.908. TO THE STRUCTURE'S BONDTNG GRID. A�L EQUIPMENT INSPEC7I(�N PER TBC SECI'ION 17Q4.4. THOROUGHLY AND CONTFNUAL�Y VI/ETfING ALL DESIGN MEETS t?R TNCLUDES ALL APPLICABLE BUILDING 1. TNESE ARE PREI.IMINARY RECQMMENQATTONS, IF 1. STRt1CTURES FC�RMEQ BY A STASLE WELL-SNAPED REGARDLESS OF QISTANCE FROM THE STRUCTURE, � ' O 2004-2015. ALL F�IGHTS RESERVED. 4. RETNFORCING STEEL SHA��CQNF�7RM WITH THE 3. CONCRETE MIX PARAMEI"ERS SHA�L BE AS ������E�Q��Z���-��ING THE pECKIN�AND CQL ES AND/C?R STANC�ARaS�F THE AUTHC}RI7IES A VALID SQILS REPORT IS AWAILABl.E THEN A�L EKCAVATIdN DO NOT REQUIRE FORMS EXCEPT AT THE SHAL�BE BONDED TO THE STRUCTURE'S BONDING SHOTCREi'E SHE�L WITH A LC7W PRESSURE GARDEN NAVING 3URTSQICTI�N. PRIOR TO USING THESE CONSTRUCTIQN 5HALL CONFC}RM TO THE BOND BEAM F�R BOTH ELEVATI4N CONTROL AND THE MANUAl.OF STANDARD PRACCICE PUB�ISHED BY THE ���� FOLLQWS: HO5E tJR il2RiGATION SYSTEM. C70 NC�T USE GARDEN pC� �,j CON�TRUCTIt3N DQCUMEI�TS TH�QWNER ANQ REC4MMENDATIONS THEREiN. IF A VALID SOILS EXPANSIt7N JOINT DEf'AIL. CONCRETE REINFORCING STEEL INSf`ITUTE(CRSI}. HOSE JET NOZZLES(�R PCtE�SURE WASHING EQUIPMENT �J��'j , p���/ji�, CC}N7RACTClR REPF2ESENT AND WARRANT THAT Ti-3EY REPORT IS IVOT AVAILABLE TFiEN A QUALIFIED 9. A MINIMUM OF 9 SQ I(V (5,800 MM^2} C}F BONDE� M�� ������ �`��M�E�� ThfAT COULD DAMAGE THE CONCRE1'E. THIS SHALL BE ���,.� � �t�` HAVE EXAM�NED THE LaCAL BUILDING CODES AND GE�LO�IST OR S4ILS ENGINEER SHQULD M�KE SITE 2. E}iPANSION 30iNT5 REQUIRE TNAT THE FIRST 5, (AP SPLICES IN CONCRETE SHALI.UTILIZE CONC7lJCTNE MATERIAL(E.G.,SS HANDRAiL)SHA�.L BE DONE TWICE DAILY MINTMUM QR pS OTH�RWI5E �'� �`�`� CONTACT LAPS PER DET'AI�5031. Q�SCRIPTIt�N �/,A��� �Cy� �`� ACKN0IN�EDGE THAT BY USING TNESE CONSTR.UCTION SPECIFIC RECOMMENDATI�NS AS TQ�aETI'LEMENT CONCRETE SECTIQN TS FQRMED FUR A FLAT, E�IEN IN CdNTACT WiTH TNE WATER AT ALL TIMES. IF NQ NEEDE[�TO KEEP TNE CONCRETE MOIST FC1R TWO � ���7��� � Q(7CUMENTS THEY ARE JOINTLY ANQ SEVERALLY POTENTIAL, EXPANSIVE ANQ CORRC?SIVE SQIL FINISH. FC�R WATERSHAPES,TMIS WIL� REQUIRE MEi'AL COMPONENTS ARE INCLUQED TN THE DESIGN 3/4 (2(�MM} MAX[IBC WEEKS MINIMUM. 6. LAP SPLICES IN SHQTCREfE SNALL UTILIZE �� „ COARSE AGGREGATE � _ RESPC3NSIBLE TO CQMP�Y WITH ANY AND ALL PQTENTIAL, SLt�PE CREEP AND STRBILI�TY, A�LOWABLE FQRMING TO A DEPTN THAT EXCEEDS THE THTCKNESS THEN A 3 X 3 (75MM X 75MMj SS PLAT�SHALL BE 1913.3] NON-Ct}NTACT LAPS PER DETAIL S032. �� =� APPLI�ABLE LOCAL.CODES ANd ORDINANCES. FOUNC?A7ION PRESSURE, AND QTHER FACTfJRS. OF THE DECKING AND MQNOLITHIC CUTOFF WALL BONDED AND INSTALLED L.IKE TTLE IN THE BOTI�OM OF 19. SEE C}THER PLANS(ARCNITECTURE, LANDSCAPE, Q�� ,�'�r WNICN MAY EXCEED 12" (300MM) EVEN IF THE TOP OF A SKIMMER THROAT. SHOTCRETE 7 SACK(658 LBS) MIN �q-��RSHAPE AN(7 OTHERS) REGARDING ADDITIONAL �fi''�-•�, "'�ti� 8. WCI DOES NOT CONSULT Q1U SAFETY, SECl1P.tTY, 2. SEE STRUCTURAL DESIGN PARAMEfERS FOR SQND BEAM IS AT GRADE. 7, LAP SPLICES IN MASQNRY SHA�L UTILiZE S�UMP <5"` REQUIREMENTS Ft�R ARCHITECTUf7AL.CAST-IN-PLACE Z(�IVA �„�C� QR ENVIRONMENTAL CUNCERNS RElATED TO ACTUAL SPECIFIC VA�UES USED FOR DESIGN AND ENGI�lEERING. CONTACT IAPS PER DETAIL 5033. CpNCRETE(E.G., COLC�R ANC} FItJISH}. Ct?NSTRUCTICIN MEANS, METHODS, OR PRCICEDURES. 3. ALI..VERTICAL SUR�ACES ABQVE FINISHED GRADE CCILOR NONE � `'� THE C}WNER AND CQNTRACTQR SHALL 5EEK ADVICE 3. SOIL SHAL�HAVE A MINIMUM ALLOWABLE SHALL BE FQRMED. $• NOOKS, BENDS AND�FFSETS SHALL BE PER �/ /��` �,/ FROM PROFESSIC�NALS SKILLED IN THESE DI5CIPL.SNES FdUNDATIC}N PRESSURE OF 1,500 PSF. DETAIL S034. Mt��.11'��I ����T��n� ��1�y�1111111111/l1ff�! I F N E C E S S A R Y. 4. fi L L E X P O S E D O U T S I Q E C Q a N E R S S H A L L B E �" �T� ,�'`'�����G�P E T'0�.��"/�r 4. VERY LOW EXpANSIVE SQIL SHA��BE COMPACTED CHAMFERED 3J4" (20MM} UNt�. �� HOQPS,TIES AND STIRRUPS SHALL BE PER DEf�AIL ,� ,•�;��� ��'�,•� ! 9. /�NY MA7ER.TALS� MEANSr METHODSr OR TQ 95% RELATIVE�OMPACTION AT OPTIMUM MOISTURE S035. l. CONCRETE MTNIMI�M 2$-DAY COMPRESSNE ° '��CERT.N0. ���: =' PRt)CEDURES NOT DEPICTED iN THESE CONSTRUCftON CC}NDITIONS. 5. SEE CITHER PLANS(ARCHITECTURE, LANDSCAPE, STRENGTH SHALL BE AS FOLLOWS: 4. NORMAL WEIGMT CONCRETE AGGREGATES SHALL �• ��-��I�U� SHA�L NEVER BE TN ELEGTRICALLY �„r�« KM p31-08 :c,a= CONDUCTIVE C{�NTACT WITH STEEI.REINFORCEMENT �:. 1Q. CLEARRNCES IN SNOTCRETE SNaLL BE PEa pETAIL C�NFdRM 7a ASTM C33. ,,,��� ���;,� DOGUMENTS SHAL�BE TNE SO�.E RESPONSIBIL�TY OF WATERSNAPE AND C?THER5} FG1R SPECIFI�FORMING C7R STRUCTURAL STEEL L7UE TC)GAl�VANIC REACTI(�NS. ;.,'��c;:;�' z z-��,,;:•'�`�'� THE OWNER AND CONTRfiCTOR. 5. EXPANSIVE SOIL SHA�L BE COMPACTED TO 90°lo DEfAILS INCLUDING, BUT NOT LIMITED Td, CLIPS, 5d3�. �OM PRESSTVE �TRENGTN �`�',� ��:,,,.,,� ���� RELATIVE CQMPACl"ION AT OVER 4PTIMUM M�ISTURE GROOVES, INSERTS, MOLDINGS, ORNAMENTS, 5. LIGH7 WEZGHT CONCRETE AGGREGATES SHaLL f//�,�,hq p� d��a ��^�'� 10. TNE COhiTRACTOR SNALI.BE SO�.ELY RESPONSIBI�E CONQITTONS. RECESSES,AND REVEALS. 11. RET�IFQRGING STEEL LAYOUT AT WALL CORNER�, �}���RTPTIQN �'p�` CONFORM TO ASTM C330 LIGHTWEtGHT AGGREGA7ES �. ALUMTNUM SNALL NEVER BE IN CONTACI`WITN �ff11/t�J�l{{11V\����' FUR TEMPC7RARY BRACING AND SHt�RING OF ITEMS TEES AND CROSSES SHA�L BE PER DEfAIL S037. FUR STRUCTURAL CONCRETE AND AS`fM G567 DENSITY ��������� ����INC OR SN SERVICE} UNLE5S INCLUaTN�, BUT NOT LIMITED TC7, IXCAVATI4NS, 6. SC}IL BENEATH THE STRUCTURE SHALL BE 6. FORMS FOR STRAIGNT-WALL STRUCTURE5 SHALL MA50NRY BLOCK 1,500 P5I(10.3 KPA) �F STRUCTURAL LTGHTWEIGHT CONCRETE. LIGHT CQATEC},WARRANTED BY THE MANUFACTURER Ft�R THE TRENCNES, FORMS,AND ERECTED STRUCI"URES, THE UNIFORMLY MOIST WITH THE SAME STIFFNE5S BE MINIMUM 1J2" (13MM) PLYWOOD WITH N4MTNAL 2 X 12. REINFORCING STEEL SHALL BE PROPERLY WEIGHT CONCRETE SMALL NAVE A SPECIFIC WEIGHT ��'��IFIC IN�TALLATION AND APPRUVED TN WRTTING BY SECURED, WIRE TIED ANL?SPACED FROM SOIL AND [CBC 1904,2.2] RANGE OF 110 7C} 115 PCF. THE ENGINEER, �AFETY CC7NSTRUCTION DtJCUMENTS REPRESENT THE FTNISHED THRQUGHOUT. 4(4qMM X 9QMM}AT 16" (400MM) ON CENTER OR 1. ABSaLUTELY NO aIVING A�LOWED, WQRK ANC} NOT THE MEANS, METHQDS,C7R EQUAL. FOR�IS USING NON-MEfALLEC CHAIRS AT 4 Fi"ON CENTER EACH WAY MINTMUM PER DETATL S03$. 2• H�LLOW L4AD BEARING SHALL.BE GRADE'N` 6. FINE AGGREGATES{�AND)SHAI.L BE WEU. PROCEDURES. 7. IF A CUT/FILL TRANSITIt7N OCCURS BENEATH THE TYPE I AND MEDIUM `WEIGHT, CQNFORMII�G TO �(�qpEp, 2. �AFETI'BARRIERS SNA�L BE STRUCTURE THE CUT P4RTION SHOULD BE 7. FORMS FOR CURVED-WAL�STRUCTURES SNA�L BE �3. PIANS SPECIFY MINIMUM REiNFORCING STEEL ASTMC90 ���� INSI`ALLEd AND MAINTAINED BY TNE 11. TNE�ONTRACTOR SHAL�BE SOLE�Y RESPCINSIBLE OVEREXCAVATED TO A MTNTMUM DEPTH OF 4 FI'AND MINIMUM 1/4 (6MM) PLYWOOD W1TH NQMINAL 2 X 4 OWNERS TO PREVENT UNAUTNORIZED REQUIREMENTS BUT IT iS ACCEPTABLE T(7 HAVE EXCESS 7. PQRTLAND CEMENT SHALL CC}NFORM TC?ASTM ACCESS. FOR ALL SITE CONDITIC}NS INCLUDING, BUT NOT REPLACED W1TN COMPACTED FILL. THE STRUCTURE IS (40MM X 90MM)AT 16'" (4(}OMM} ON CENTER C7R EQUAL. 3. MORTAR SHALI.8E IYPE M AND SHA�L CONFQRM C150,TYPE I OR IYRE II. [IBC 1943.1,ACI318 3.2] L.�MTTED T0,SAFE7Y, SECURITY,AND ENVIR�NMENT�1l. NQT DESIGNED FbR VARYTNG SQiL CfJNDTTIUNS AND iT STEEL WHERE DEfATLS t3VERLAP AS LC?NG AS CLEARANCES ARE MAINTAINED. TO CBC SECTION 2103.$AND ASTM C270. MiN 1. ALL WO(7D IN [�SRECT CONTACT 1NITw CONCRETE CC}NCERNS. THIS REC�UIREMENI'IS N�T LIMITED TO I5 THE CONTRACi"OR'S RESPONSIBILT71'TO IDENTIFY 8, DRYWALL ANd PEGBOARD ARE NOT ACCEPTABLE 3. SUCTION OUTLEI"COVERS SHALL COMPRESSIVE STREIVGTH SHALL BE 2500 PSI @ 2$ DAYS, 8. WA7ER SHALL BE PdTAB�E, CLEAN AND FREE OF SNALL BE PRESSURE TREATEC?. EMPLC.IYEES,SLIBCQNTRACTORS, WORKING HC3UR5, OR SOILS CQNDITIONS C}R USE A QUALiFIED GEOLOGIST OR FQRMING MATERIALS. BE MATNTAINEQ AND REPLACED BY THE THE RNYSICAL EXT'ENTS OF THE WORK. SQILS ENGINEER TO MAKE SITE SPECIFIC 14. CONCREfE COVER FOR REINFt?RCING STEEL MORTAR PRC}RORTIC7NS SHALL BE 1 PART PORTLANd INURIOUS AMC3UNT5 OF OILS,ACIDS, ALKALTS, SAl.TS, OWNERS TO PREVENT ENTRAPMENT. RECOMMENDATIONS. 9. FORM TULERANCES SHA��BE �1/8" (3MM) IN ALL ��RLL BE AS FOLLOWS: CEMENT 1/2 PART HYDRATED �IME AND 3 1/2 TO 4 1/2 CNLORIC?E IONS, ORGANIC MATERTALS,OR OTHER ���� ��� ����N� 12. 7HE(3WNER AND CC}NTRACTOR SHALL DEFEND, DIRECTIONS AND ELEVATIONS. LASER�EVELS p � PARTS SAND BY VC7LUME (SAND SMALL CONFORM TO SUBSTANCES DELEfERTQUS TO CONCREfE QR 4. Wfi,LKING SURFACES SHALL BE TNDEMNIFY AND HOLD NARMI.ESS WCI FRaM AC.L $. THE BOTTOM OF EXCAVATI�NS SHALL NOT SLOPE TYPICALLY HAVE POOR ACCURACY THUS WATER LEVELS R���F���L.1`i�N� ��Y ER �TM C144). MORI'AR SHR�L MAINTAIN A 2 1/2 TO 3 REINFORCING STEEL. MAINTATNED B`I THE OWNERS TO L.TABI�IiY IN CaNNEGfION iNETH THE PERFQRMANC�OF TOWARD FOUNDATiQNS 4F STRUCTURES. SHOULD BE USEQ 70 ESTAB�ISH EDGE WAL�FaRM �'�'�M�' 1. AI.L GLAZING TN WALLS AND FENCES WITNIN 5' pREVENT SLIPS AND FAl�LS. WC}RK EXCEP`f FOR�.IABILITY ARISING FRQM TME SO�E ELEVATIaNS. MINIMUM 9. ADMIXTURES$HALL BE APPI��7VED BY THE (�.,�p0(�M) OF WATER SMALL BE SAFETY GLAZING IN LOCATTC?N 4. GR�UT SHALL CONFORM TO ASTM C476 AND CBC ENGINEER PRI4R TO MIXING AND PIACEMENT AND THEY NEGLIGENCE OF WCI. 9. EXCAVATICINS AND TRENCHING MAY BE SUB�ECT �(���� C(�NFORMANCE WIT'H IBC 2406,3.9. S. SEE SHEET W-OOS FQR ADDITIONAL SECTION 2103.12 AND SHALL NAVE A MINIMUM SHALL CC�NFORM TO ASTM C260 AIR-EN7RATNI(�G TC� CAVING (�R SL�UGHING. SHORING OR BACKCUTS AT 10. FORMS SHALL BE ERECTED BY AN EXPERIENCED SAFEfY REQUIREMENTS. 13. THE QWNER AND CONTRACI`OR ACKNOWLEDGE 2:1 OR 1:1 SLQPES MAY BE REQUIRED. WCI DQES NOT CC3NCRETE �ORMING CONTRACT�R. CONCRETE CAST AGAINST'AND 3"(75MM) �TRENGTN �F 2000 PSr @ 28 DAYS. GRQUT ADMIXTURES FOR CONCRETE, ASTM C494 CHEMICAL THAT THESE CC}NSTRUCTION DOCUMENTS INCLUdE PR�VIDE SA�EfY ENGINEERING,CQNSUITATION QR PERMANENTLY EXP05ED TO EARTN PRQPORTIONS FOR FINE GR�UT SHA�L BE 1 PART ADMIXTURES FQR CONCREI"E,ASTM C618 COAL FLY ASH ������� ���������� pR(JJECT DATA G�NCEPTS THAT ARE SUB7ECT TO THE SITE REVIEW. SAFEIY IS THE RESPONSIBILITY OF THE 11, MASONITE MAY BE USED WITH THE SMOOTH SIDE CONCRETE FORMED AN� EXPaSED TO „ PQRTLAND GEMENT, 2 1/4 TO 3 PARTS SAND BY VOLUME AND RAW OR CA�CINED NATURAL.PQZZOLAN FOR USE IN ]Qg: ApI_p� CONDITIONS. THE�aITE Ct�NDITIC7NS MAY REQUIRE CaNTRACTOR, OU7 AS A FORM RE�EASE. EARTH,WEATHER dR WATER � �SON3M) AND A MAX OF 0.1 PART LINE (SAND SHALL CONFQRM CQNCRETE,ASTM C�45 EXPANSNE HYQRAULIC CEMENT, TO ASTM Ci44). GROUT SHALL MAINTAIN A 8"TO 10° ASTM C989 SLAG CEMENT FC,1R USE IN CONCREfE AND MODTFICATIONS TO TNE ACfUAL CONSTRUGTION OF 1. l°YPE QF SPECIAL INSPECTIQNS: THE PR03ECT TC?SATIS�Y THE INTENT OF THE 10. AN EXCAVATIaN INSPECTIaN IS REQUIRED BY A 12. FORM RE�EASE CNEMICAI� MAY AFFECT THE OTHER l.t7CATI�NS, UNO 1-1/2" (4QMM) S�UMF. C�ARSE GROUT PROPdRTIONS ARE TO BE 1 MORTARS,ASTM C1Q17 CNEMICAL ADMTXI"URES FC7R USE CONCERTS. QUALIFIED GEOLtJGIST OR SC}ILS ENGINEER PRIC?R T(? BpNDING OF COPING,TI�E, POOL FINISH AND QTHER [ACI 318 7.7.1, 7.7.2 AND 7.7.3� �'aRT PORTLANd CEMENT, 1 TO 2 PARTS PEA GRAVEL, 2 IN PRdDUCTNG FLOWING CONCREfE,AND/OR ASTM �p����'('�fC' > �,,5pp p�r ENGTNEERING DESIGN OF P(�C�L AND SPA INSTALLING A SUBDRAIN SYSTEM, REINFORCING STEEL MATERIAIS, CONTRACTOR SHALL REVIEW AND ENSURE 1/4 TO 3 PARTS SAND ANQ A MAX OF 0.1 PART LIME. C1240 SILICA FUME USED IN CEMENTITit}US MIXTURES, 14, fiHESE DOCUMENTS ARE NQT APPROVED FOR ANDJOR PLUMBING. WCI ANDJOR CQNTRACTOR COMPATI6ILITY. WHICHEVER IS APP�ICASLE. 2. IN5PEC1'ION ITEM DESCRIPTZON AND LC}�ATIC}NS: 15. WELdING OR TACK WE�DING OF REINFORCING PERMTI�"ING OR CQNSTRUGTIdN WITHOUT A STAMP RESERVE THE RIGHT TO REQUIRE A SOII.S FIELD 68 EAST MEADOW DRNE UNiT 101 AND SIGNAI"URE OF THE ENGINEER IN THE TITLE BLQCK REPORT T� 8E PREPARED AT THE OWNER'S EXPENSE 13. RATE OF CONCREfE PLACEMENT SHALL BE NpT P RMiTfED. W�DING�AT LA S�F(3RRSECI"IC�NS IS ���U��n h� �TcC� ���V��� �QN ORM NCE WITH ASTM C94A�Q SHOTCREfE SPA SHEL�L VAIL, CO 81657 OF EACN SNEET. AFi"ER EXCAVATIQN IS COMPLETE TF THEY DETERMINE M4NITORED ANd LIMITED SC�THAT THE CAPACITY OF i��► ��.��-� TNAT UNEXPECTED CONDITI�NS MAY WARRANT THE FORMING SYSTEM IS NOT EXCEEDED: COLUMNJCAiSSON REINFORCING IS ACCEPTABLE. READY-MIXED C�NCRETE,ASTM C685 CC7NCREfE MADE BY VOLUMEfRIC BATCHING AND CQNTINUOUS MIXINC;, 3. THE CONSTRUCTIQN INSPECTIC7NS LISTED ARE IN 15. ANCHOR BO�TS, EMBEDS, AND INSERTS FOR FURTNER INVESTIGATION. 16. WELDING OF REINFORCING STEEL SHAL� 1. AS A MiNIMUNI,STRUCfURAL STEEL SHALL AND/OR A57M C1Cf9 COMPRESSNE STRENGTH OF ADDITIUN TC}AND NOT A�UBS7ITUTE FqR THE p{�{����'(�C(�; D,qVID J. PEI'ERSON EQUIPMENT SPECIFIED 8Y OTHERS SHALL BE DESIGNED CQNFORM WITH ANSI/RWS D1.4([�1.4M}ANq IS ONLY CC}NFORM TO ASTM A-36 SPECIFICATIONS AND HYDRAULIC CEMENT MORTA�S. INSPECTIONS REQUIRED BY THE AUTHQf�2lTIES HAVIN(� PREPARED BY: RCK BY A QUALIFIED ENGINEER WFTH SNOP DRAWINGS 11. WCI IS NOT RESPONSIBLE FQRADDITIONAL PRESSI.�RES (��I FC�RMS p��{MMED WNERE SPECTFICALLY SHOWN ON THE ASTM A-992 SPEGIFICATIONS. SUBMITTED TO WCI FOR REVIEW. SERVICES, E?CFENSE5 QR DELAYS RESULTING FRQM f{ JURIS�ICTIC}N. ALL W�RK REQUIRING SPECTAl� C_ KE[7 BY: C��P PRESSURE U� PLANS. ALL t�THER WELDTIVG REQUIRES PRIOR 11. ��OCK-OUTS, C(JNDUITS, DUCTS, lVOTCHES, INSPECTTON WHICI-1 TS INSTALLED OR COVEREI� p � �� �� ��' INADEQUATE DESIGN DUE TC3 UNFORSEEN SUBSURFACE (�T� a ,�a��J3IJ15 16. IF CNANGES ARE REQUESTED BY THE CONDITIONS SUCN AS LC}W BEARING CAPACITY, VIBRATED C4NCRETE �NRITi"EN AFPROVAL FROM THE ENGINEER,SPECIAL 2. ALL STEEL TUBES SHAL�C4NFORM TO OPENINGS, PIPES, POCKEI"S, SLEEVES, EfC SNALL Nd7 WITMOUT THE APPROVA��F THE AUTHOR�i'IE5 HAViNG = � }'��"��`������;, INSPECTION,AND APPROVA�FRQM THE AUTNORITIES ASTM A-5QQ GRADE B BE LOCATED IN OR THROUGH CONCREf"E UNLESS � �.k„�� �°� �^ �~� CQNTRACTQR, EW CONSTRUCTIQN DOCUMEN7S MAY SETTLEMENT, JURTSDICTInN IS SUBJECI"TQ 42EMC?VAL. � � � �� � � N GROUNDWATER, UTILITIES, ETC. 1 FT/HR(34QMN1/HR) 330 PSF(15,$ KPA) HAVING JURISDICTTON. SFECIFICALI..Y SHOWN IN THESE DRAWINGS. IF ANY OF '������ �� x�''� �' � � `"���� BE REQUIRED FOR CONSTRUCTI(?N AND SUBMITT'AL TO � 3. ALL BOLTS SHALL C�NFORM TO ASTM A-307. THESE TTEMS ARE LOCATEC� TN OR THRQUGH Ct?NCRETE 4, CONTINUOU5 INSPECTTQN IS REQUIRED t�URSNG ����m THE AUTN�RITIES HAVING�URISDICTI�N. THE 12. FREEZE-THAW CQNDiTTONS REQUIRE 2 Ff/HR(60QMM/HR� S10 PSF (24.4 KPA} I7. ET IS THE INTENT OF THE STRUCTURA�DESIGN AND NC?T SHQWN IN 1'HESE t�RAWINGS 7NE ARCHITECT THE PERFQRMANCE dF TI-iE WORK UNLESS C}TNERWI�E - � CQNI"12�1CTQR SHALL PAY FOR WCT'S TIME ANC� EXPENSE ADDITIONAL MIX DE5IGN PARAMEfERS INCLUDING BUT � �-����c�p��M��{�} 69Q pSF (33.0 KPA) 7p ELIMfNATE THE USE�F#3 (3/8"" (10MN1) DIA) 4. MINIMUM STEEL STRENGTN Fy = 36,QOQ PSI AND ENGINEER SHA�L�E NOTIFIED IMMEDTATELY. SPECIFZED ON THE APPRE�VED PLANS. .�$ Tp P�.EPARE 7HE C�NSTRUCTION DC}CUMENTS AND THE NOT LIMiTED TG �CtWER WATER-CEMENTITIOUS REINFORCIN� STEEL IN WATERSNAPES INC�UDING CQNCRETE SHAL�NQT BE CUT OR CQRED FC}R ANY OF �� CQNTRACTC}R�NALI.PROCESS THE PERMIT5. MATERIAl.S RATIC}S AND AIR ENTRAINMENT. [ACI31$ 4 �f"/HR(1200MM/HR} 87Q PSF(41.7 f�PA) pppLS AND SPAS. ALTHOUGH ANALYSIS MAY VALIDATE S. WELDING SHALL BE DQNE IN AN APPROVED THESE ITEMS WITHUUT WRITi'EN APPROVA�C}F THE 5. SPEGIAE.INSPECTORS MUSf BE APPRCIVED BY THE ����° 4.�� 5 Ff/HR(1500MM/HR) 105Q PSF(5Q.3 KPA) THE U5E OF#3 REINFORCING, IT IS NOTEd THAT#3 FABRICATING SHQP BY WELDERS QtJALIFIED,AS �(y�I���R. AUTHQRITIES HAVING 7URIS[}ICTIQN T(� PERFORM TNE 17. BY THE USE C?F THESE PLANS,THE USER REINFC7RCING IS SUBJECT TO BENDING DAMAGE WHILE REQUIREC� BY THE BUILDING DEPARTMENT, -��,�c���������-�-5�� ������T��. ISSUE ACKNOWLEC�GES THA7 HE/�HE HAS 1�EAD AND 13. SULFATE-CC7NTAININ�SOIL REQUIRE5 6 FTJHR(1800MM/HR) 1230 PSF(58.9 KPA} CREWS A€ZE WALKING ON IT AND THE SPACING C7F#3 C�NFORMFNG TO THE LATESi"A.W.S. SPECTFICATIOiVS 12, ANCHOf2 BOLTS, EMBEDS, INSERTS, E3�OCK-OUTS, UNDERSTANDS A�L OF THE INFORMATION INCLUDED ADDITIONAL MIX DESIGN PARAMETERS INCLUDING BUT ��-f�����OOMM/HR} 1410 PSF(67.5 KPA} REINFORCING CAN PREVEN7 PROPER CLEARANCES TO AND STANDARDS. CONDUITS, DUGCS, NOTCNES, OPENINGS, PIPES, MARI� DAT� DESCRIPTIt�N HEREIN. NQT LIMTTED TO LCiWER WATER-CEMENTITIOUS 7. IT IS TNE RESPC}NSIBTL�'lY fJF THE CflNTRACTOR P5 1 3/14/15 PRQGRESS SEI`I MATERIA�S RATI(�S, HIGNER COMPRESSIVE STRENGTHS $F�'/HR{24QOMM/HR} 1590 PSF{76.1 KPA} p�UMBING AND OTHER F:Cf-i'INGS. #3 REINFORCING PQCKEfS, SLEEVES, EfC SHALL BE RIGIDLY FORMEC�OR TC7 INFt�RM THE SPECIAL INSPECTQR C1R INSPECTION 1$. REFERENCES IN BRACKEI"S[...]INDICATE AND DIFFERENT CEMENT TYPES. {ACI31$4.3] STEEL.SHAL�ONLY BE USED WHERE SPECIFiCALLY E-74 T6 OR E70 TGK2 ELEGTR{JDES: ASTM A-572 SECURED INTO PC?SITTON WI`i"H ALL LQCATIC7NS AGENCY AT LEA�T ONE WORI�ING DATE PRI4R TO SPECIFIC STANC}ARDS, Ct�aES, C?RQINANCES, 9 FfJMR{270aMM/HR) 177[l PSF(84.7 KPA) �H�W�� GRADE 50 STRUCTURAL STEEL VERTFIED BY THE RESPONSIBLE�QNTRACTOR{S} PRIDR PERFORNIING ANY W0I2K TNAT REQUIRES SPECIAL PS 2 3/18J15 PROGRESS SEf II TO CONCRE7E PLACEMENT. INSPECfI(�N. REGULATIC}NS AND AMENDMENTS BY TNE AUTHt�RITIES 14. A SUBDRAIN SYSTEM IS REC(JMMENDED AS 10 FT'/HR(3000MM/F{R} 1950 PSF(93.4 KPA} I8. CONTRACTOR SHALL SUBMIT REINFORCING STEEL PS 3 3/26/15 PROGRESS SEt'III HAVING.]URISDICI"TC?N. QESCRIBED HEREIN. SHOP C7RAWINGS FOR REVIEW PRIOR TO FABRIC�ITION 13. SHC?TCREfE REBOUND OR ACCUMULATED LOOSE CARPEIVTRY BY GASPAR LEWIS AND INSTALIATIC}N. THIS IS NOT NECESSARY FOR AGGREGATE SHALL BE REM�VED FROM 1'NE SURFACES 19. A�L STANDARDS,COC}ES,{7RDtNANCES, 15. HYDRO5TATIC PRESSURE RELTEF VAI.VES SNALL FIELD INSTALlA7I0N OF WATERSHAPE SHELL TO BE CUVERED PRIQR TO PLACING THE INITIAL OR ANY PS 3/31(15 PERMIT SET REGULATIC?NS ANQ AMENDMENT5 BY THE AUTHORITIES BE INSTALLED. REINFORCING. SUCCEEDING LAYERS OF SH07CREfE. REBOUND SMALL HAVING aURISDICTION SHAL�BE THE lATEST EQITION UNO Al.THOUGH NC1 GUARANTEE IS MADE THAT 16. PRI�R TQ Pt7URING OR SHOTCREfE, SCtILS SHALL NOT BE USED AS FILLER IN S f'RUCTURES OR I�EUSED AS REFERENCES IN BRACKETS [...] WILL MATCH THE IATEST BE MOISTENED TO 2°to ABOVE C}PTIMUM�"0 A dEPTH OF [� ��V��.��$�� �I ��';�1u��,�� F?���1�;��i{�' MIX AGGREGATE. CC7NTRACTC3R�HA�L IflEN7IFY A EDITI�N, f$° (45QMM)TO PROMOTE UNIF�RM CURING AND DISPQSAL LQCATTON (E,G.,TO BACKFILL A RAMP) OR MINIMIZE UN5IGHTLY SHRINKAGE Ci�ACl�S. � ����;�'��� �'�������g�r.��;,;;;,; � ;;�;". HAUL ZT tJFFSITE. 2Q. RLL CON5TRUCTION SMAL.L CONFORM TQ: 17. DRAINAG�SHALL BE INSTI�I.LED TO ELIMINATE �ca�°:���°�_�_.� �;� ��-°,�°€t��°�,�� r: ���� �.�� �a=�:: ;�r,;:; 14. UNFINISHED SM4�'CREfE W4RK SHALL NOT BE IBC- TNTERNATIQNAL BUILDING CODE F�4W C}VER SLt�PES, GR�UND SATURATI4N AND �f'�°� s��'`=� 4 a ;" '�- � �` �' � s { . . ALLdWED TO STANC� FOR MC7RE THAN 30 MINUTES SHEET TITLE �#.:.=�Y�a � ' �, - a C� : r� � ti �` �� UNLESS ALL.EDGES ARE SLOPEC?T{�A THIfV EDGE. ' STATE AMENDM�NT�TO TNE TBC PONQING WATER. ���� � �-,� .� ., } € ,; ; LQCAL AMENDMEN7S Tq THE IBC ���'�`�$ �.,, rj �. , ,., ; ., 3 { � PRI�R TO PLACI(�G ADDITIONAL MATERIA�ADaACENT OTHER REQUIREMENTS OF THE AUTHQRITIES 18. WATERSHAPES, DE�KING AND�THER �-��,;;,..�,, ,° �� , , ._ , ` � .. z,. .: i ,,,.. TO PREVIf�USLY APPLIED WORK, SLOPING AND SQUARE STR(J�TU RAL HAVING JtJRISDIGTI�N STRUCTURES BUILT WITHiN 20 Fl"QR IJ3 QF S�aPE ���.��;����-� _ , -� - ;• � "� EDGES�HALL.BE CLEANED AND WETTED. THE FII.M OF �e =�` ���° 4, a �. :, ��;, ��.� LAITANCE WHICH FORMS ON THE SURFACE OF TNE 1 V�T1,..:� tt�� NEIGHT(HJ3)WIL.L M�VE ANQ TI�T TOWARD THE #��n: �.r�:,};�� SHOTCRETE SHAL�BE REMOVED WTTHIN 21. THE CONTRACT�R SHA�L IMMEDIATELY NOTIFY SLOPE. NON-LEVEL STRUCTURE5 MAY SE �,%y_ry�'��`° 3 f -* < $' I�pPRpXIMATELY TWC}HOURS AFI'ER APPLICATION BY ������ THE RRCHITECT AND ENGINEER OF ALL ERRORS, AESTHEfICALLY UNACGEPTABLE AND EQGES MAY NC?T ! �'` ' BRUSHING WITH A STLFF BROUM. T�THIS FILM IS NOT L{�Y� b .e. �+ ,<'i� _ L'e. , 4 .,,f . tJMISSIONS AND/OR CONFLTCT� BETWEEN STANDARDS, PERFORM AS INTENDED. v�§����s�°•�,<' � �: F � '. , ^ � � d` REMOVED WITHIN TWO H(JU12S IT SNAL�BE REMOVED 1'���ET��� C(�DES,t�RD�NANCES, REGULATIC.?NS,AMENDMENTS BY �C�; �st���=��'>c f� �d �-�.�s� �, .��� f�-;�;:��-,; t:a�.z r�:� BY THOROUGH WIRE BRUSHING OR SAND BLASTING. TNE AUTHt�RITIES HAVfNG JURISQTCTION, DRAWIN�S, 13. MOST STRUCTURES SEfTLE AND CRACK WITHOUT � SPECI�ICATTONS,CONSTRUCTTQN DOCUMENTS,AND/flR STRUCTURA�FAILURE; HQWEVER,WATERSHAPES THAT �����,��;s�� CONSTRUCTION JOINTS OVER EIGHT H(�URS OLD SHALL CON7RAC1"D�CUMENTS. THE CONTRACTQR 5HA�L NOT SEI�f"LE DTFFERENTIA�I.Y SETi"LE TILT AND/OR CRACK ��^���� t �����"�� �� BE THOROUGHLY CLEANE(3 WITH AIR AN[�WATER PF�IQR , , , `�'��"���'` ' �ro �EC�ivrrv� sMO�rc��r�. SHEET NUMBER PR4CEE[�1NITH ANY WC?RK AFFECTED BY THE ISSUE(S) DUE TQ SOILS C}R SEISMICITI` MAY �EAK AND FATLURES �����j���. �� „c� UNTIL THEY ARE RESC��VED BY THE ARC►-iITECT ANQ/OR MAY RE5ULT OR PARTIAL OR TOTAL FUNCTIONAL AND ENGINEER. ECQNt�MIC LOSS. WATERSHAPE CQNSULTING, INC. � DOES N�T WARRANTY, GUARANTEE aR INSURE AGAINST LOSSES DUE TQ SOILS AND SEISMICITY. DETAIL NQTES DETAIL NOTES DETAIL NQTES DETAIL. NIJTES 2° (50MM) MIN CLR WIRE TIES(MIN 1. fc'= 4,000 PSI {27.5 KPA}. 4" (IOQMM) MAX 1. fc'= 4,OQ0 PSI (27.5 KPA), WIRE TIES(MIN 1. fc`= 4,Q00 P5I (27.5 KPA). WIRE TIES(MIN 1, Pm'= 1,500 PSI (10.3 KPA). 2 PER SPLICE) [IBC 1913.4.3] 2 PER SPtICE} 2 PER SPLICE} 2. Fy PER TAB�E BELOW. F5-0.5*Fy, 24000 PSI MAX. 2. Fy PER TABLE BELOW. Fs=0.5*Fy, 240Q0 PSI MAX. 2. Fy PER TABI.E SE�OW. F5=0.5*Fy, 24000 PSI MAX. 2. Fy PER TABLE BEL�W. Fs=0.5*Fy, 24C100 PSI MAX. 3. CLASS B SPLICES [ACI3f$ 12.15.1] 3. CLASS S SPLICES [ACI31$ 12.15.1� 3. CLASS B SPLICES [ACI318 12.15.1] 3. INCREASE LAP 50°la FOR EPC7XY-C{�ATED BAF2S ``�"-"`�"""""'" AND WHERE NO'i"ED ON TNE PLANS {$0°/a Fs F2U�E) [IBC LAP LENGfH 4. TNCREASE EAP 2Q% FOR EPDXY-CC)ATED BARS. �Ap LENGTH �• INCREASE LAP 20°10 FOR EPDXY-COATEQ BARS. �� ����-�.N 4. INCREASE I.AP 20°fo FOR EPDXY-COATED BARS. �� �E��-�-� 2107.5]. PER TBL UNQ PER TBL UNQ PER TBL UNO 5. INCFtEASE LAP 30°lo FOR LIGMTWEIGNT 5. INCREASE LAP 30°lo FOR i_IGHTWEIGNT PER TB�UNO 5. INCREASE LAP 30°lo FOR LIGHTWEIGHT 4. INCREASE LAP 30°lo FOR LIG}•ITWEIGHT ,� .- � � � � Ct�NCREi'E. l � - -° .- � CONCREI"E. f - - - - .� CONCREfE. / - - - - .� CONCREfE. REINFORGING REINFORCING REINFORCING RCINFORCING ��}��� l' -- - - - - - -j ADJACENT TENSIfJN lAP SPLTCES SHALL NOT ` """"""" """""""""" ADJACENT TENSIQN LAP SPLICES SHALL NOT �`-- - -- - - -'j ADJACENT TENSION LAP SPLICES SHALL NQT �"-- - - - - - -'� ADJACENT TENSION LAP SPLICES SHALL NOT aVERIAP(Ct�MPRESSION IS t7KAY IN Ct�LUMNS) �,� � � _ _ ` ,,� QVERLAP(CaMPRESSION IS OKAY IN COLUMNS} OVERLAP(COMPRESSI�N IS OKAY IN CQLUMNS) OVERLAP(COMPRESSION IS QKAY IN CQLUMNS) � , � MIN �.ETNFC�R+�ING LAP LENGTN f ...-. _ _ _ _� MIN R.ETNFC�RCTNG I�AP LENGTH ,-- - - - -.� MIN RETNFC�R�ING �AP LENGTH ,�-- - - - --,, MTN R�TNFCJf��ING LAP L.Ei��TM � �.� ��._,� l � F3AR NC}MINAL �RADE �Y, MIN YIELD MIN LAP BAR NQMINAL GRADE �Yl MIN YIELD MIN LAP � � BAR Nf3MINAL GRADE �Yr MIN YIELD MIN LAP � � BAR NQMINAL GRARE �Y, MIN YIELf� MIN LAP " � � ^ �" STZE DIA STRENGTH LENGTM �\ s 0 ` � � SIZE DTA STRENGTH LENGTH � � � �' SIZE DIA STRENGTH LENGTH � � � - -° SIZE DIA STR�NGTH LENGTH � � �i�< #3 3/8 (10 MM} 4p �}0,000 pSI {30p MPA} 20 (500MM) --' #3 3 $" 10 MM 40 40 000 PSI 300 MPA 20" 500MM ��E gAR IS STACKED BEHIND THE „ „ �� ����� : / ( ) ' � � { } OTHER WHEN THE DIRECTION OF THE #3 3/$ (10 MM) 40 40,p00 PSI (300 MPA} 20 (SOOMM) #3 3/8 (10 MM) 40 40,004 PSI (300 MPA} 1$ (45(�MM) #4 1/2" (13 MM} �} �� 40,000 PSI (300 MPA) 25" (625MM) #4 f/2" (13 MM) (�t� 40, '� �� �, �� ,� OQO P5I{300 MPA) 25 (625MM} NOZZLE IS SHOOTING INTO THE PAGE. .#4 lJ2 (i3 MM} �j 40,000 PSI (300 MPA) 25 (625MM) #4 1J2 (23 MM) (�� 40,OOQ PSI (300 MPA} 24 (600MN1} THIS MAY INCREASE THE THICKNESS � WATER�HAp�CUNSULTING,IMC. #5 5/$"' (16 MM) 6Q 60,Q00 PSI (42(} MPA) 32" ($OOMM} #5 5J8" (16 MM} 60 60,040 PSI (420 MPA) 32" (800MM} #5 5J$" {16 MM) 64 60,OQ0 PSI (42Q MPA) 32" ($OQMM} #5 5J8" (16 MM} �i0 6Q,000 PST (420 MPA} 30° {750MM} A CALIF�RNIA CORPORATION OF THE SHELL(E.6,, +l"WHEN BOTH #6 3/4° (19 MM) 60 60,000 ASI(420 MPA) 38" (950MM) #6 3/4" (19 MM} 6p 60,QQ4 PSI(42Q MPA} 38° (950MM) VERT AND HORIZ STEEL ARE STACKED) #6 3J4" (19 MM} 60 60,000 PSI (424 MPA} 38" (950MM} #6 3i4" (19 MM} 6p 6p,000 PSI (420 MPA) 36" (900MN!) �q{� �OMAS SANTA FE DRIVE, SUI7E 2Q2 [ACI318 TQ MAINTAIN QTNER CLEARANCES TO [ASTM A615 (A615M)] [ASTM A615 (A615M)] [ACI318 SOIL,WATER, ETC. 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MAIN7AIN 36" CLR J 48" MAX SKIMMER SKIMMER 1��� � H � N U�I Eo PART �J U M BER� ��B: ADI-01 � � � (�a�vo} ��-w�Er�sucr�oN oUr�Ers or� - � PART L�EPTN MIN SNELL �{ THE SAME SKTMMER aR PUMP. __ � � O � �" ,.�� �; � ��� L� �- ° CC7L�R INDICATUR THI�KNESS ENGINEERTNG DESIGN OF P00�.AND SPA o a caw FoR P��ssu�E T�sr - -- _-__ ' � 1s" NUMBER HET�HT ��N,� ��T�� H C?PTIONA�.SONOTUBE MIN 1-1/2 X H TYP 2 NB30Q°25 RED 2.5"' (63MM) 5.5" (138MM) m SUGTI4N PIPE ID - -- ____.� 6$ EAST MEADOW DRNE UNIT 101 V d. y °-- �, 3" (75MM} NB300-30 ORANGE 3" (75MMj 6" (1St7MM} VAI�, CO 81657 Y Y Y Y � ' .a �� . � . � Il �.a.n; '� a . a.A� .. , I.L�AR . . . ,. � . � �,. ': ; � �-{ � *"r'�` NB300-35 WHITE 3.5" (88MM) 6.5" (163MM) . � <..< .a a , - < .. ". . p a. --�r--T(� PUMP 1$,� 4„ NB3Cl0-4{7 GRAY 4" (100MM} 7" (�.75MM) ° � � � �'°" � ` PROJECT MGR: C}AVTD J. PEfERSON B PER DETAIL 5461 ' .., . �p INTER OR FTNTSH H t� ���� �'�� �-- 100MM NB300-45 Bl.ACK 4.5" (113MM} 7.5'" (1$8MM) � � z � ) PREPARED BY: RCK ���� Q a. a. . FROM SUCTION �� � � ��'�`�� �` ����� �,,t����� NE�300-SCl BLUE 5 (125MM) 8° (20(3MM) N AND V PER DEfAIL S401 ' <.<. , � � �� CNECKED SY: D7P H AND V ARE CC?NTINUOUS TNRCIUGH SUMP ° . < � ° . ^ ° a ��L� ����9`� ������ �� NB3Q0-S5 YELLOW 5.5° (13$MM) 8.5" (213MM} PRINTED: 3/31/15 � " �� ��;a . . � �- 1$" `_'� �C-M' 1$° -'� ����� � 0 � #4 BAR APPROX: HYDRAIJLTC�EMENT . < . ��. V V V V V V V V NB3f�0-60 GREEN 6" 15�MM 9" Z25MM �' � ) � } , 9�" 9�� . ° SUCTION SiZED TD ry TYP 4 9�� ��';`�" =�YK�.�_��. � N 6 3 0 a-6 S P U R P L E 6.5" (1 6 3 M M) 9.5° (2 3$M M) HYDRC7STATIC VA�VE Li NE FROM 5UCTIC?N dUTLET MEET 3" "' 1 1 OR SUCTII�N LINE �� }: f t:, Y�S.rr Y f. .>. »»,'�:� Yf:< �>w �3 / /,' f '7 j y�,:.� .,`f:: ,,.�:�.. . . a .�.a,:.,.�:«...._ t� MIN CLR � ��}� ty� £� ;�T ,�� y� � % � � .7� 'y' ,�:�.` `f��Y =��;:�n �d � NB3 -7 7" 175MM 1 2 , E 'f� �� $�� ;�,�� ,, � � < fi;��;.; �;.�%�:}��,,� ,.�,, .�,w.� QO 0 BROWN ( � 0 ( 50MM) �. r� � ��, ��� { �; h,,� � � � � �UCT`IC�N t�UTLET STR�UC�TURAL DETA��. ���,� �r � } �k= � �„y, ���x� Y �KIMMER DETATL ��g�-��. ,, ,� r > f ,� r � x 3 x$� r >{� �y� 't'n � �Z .v,, J >`' r �� A i� � t��i �' z'�� n, :3i }�, tx l �1T.r��'.nf.: �.:.rr:,7 y� y�r�:;F�.: s;::.. ��f1�E: �. � 1-V $�:..^.� �.�,"zl �.b��h r.,. z.», �>S\ ��?;=n,;: t� _ r. n � , , �:.; v.�.�..�.:,,,.:. �>��.,� 1 ALSO SEE DET'AIL P401 y. ,«�. �..�::..,�� .�� SCA�E; 1 2 1 0 � �� _�v-. :s, a .� r„ �i - i`� ' :Yy� .t. 3 �a�h ...�:� r>;i%%�:v l �" �'y ,�.J,:,�<i. � �- �t �.. l �.;,�tiS rs't3 fi'�"`;�'�;ii�'x:?,<''t.'° � �"'% :'Y�'�..f.: �� ,l . 9 .6;.a�r< 1 ( � .,�Y�,�,:'�� C L l.'f��%"+. :}:f4 ::��,:c,. .�:.� .��i.. 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WIRES SHALL NOT EXTEND L LIGHT NICHE BARS AdDED �' MORE TNAN 1'" (2SMM} FROM REINFORCING 0 DRAFN OUTLEf BARS ADDED � F�RMS �i PS 3/31/1S PERMIT SEf R SKIMMER SARS ADDED RADIUS PER PLAN S SKIMMER BARS ADDED #8 AWG BARE SOLI[� ,�. RESNFORCTNG PER PlJ�N V VERTICAL ST�EL 3� ���1����"�� � �"���s� ����3 ����;�;�I� C�PRER BO�IDING WIRE W WAL�THICKNESS (lYP 4) <;�,� FLOOR PER RLAN X MAX SHELL LENGTM � ���s��r�� �: �,�,;��,,_ �,�, e� R^3 (' �,:§'^�� �kgFVe*.)t� l':+} �.r `1SO�e,.keEi..:J Y MAX SHELL WIDTH ---�-� €---�€ E �-- € � �- ' � ,,.. ; �,.....� i �f'_'.�." ----- � ;... .. � ��.._..._� Z MAX SHELL DEPTM �e�����;��,�� �a ��.� ��� s�� ��:-�� �r� t ^ � �c-�; E ;�� .m � � � �...�� • ..... { �� �__.__ � ,._...__ _. p �....,,,..._i E . 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INSTALL A�L EQUIPMENT PER MANUFACTURER'S 1. INSTAL�AL.L EQUIPMENT PER MANUFACTURER'S 1. THESE ARE SUGGESTED CONFIGURATIQNS AND , INSTRUCTIONS. INSTRUCTI�NS. pIMENSI0N5. SEE PLAN FOR SPECIFTC LAYOUT. 2. INSTALL BONDING PER NEC 680.26. 2. CARTRIDGE ELEMENTS 5HALL BE CLEANED OVER A 2. SENCH ELEVATIONS STEPPED PER PIAN. (ANDSCAPED AREA ANQ NEVER TNTQ A ST�RM DRAIN. BRASS HQSE BIBB /''�� WA-�-J.��C_� 3. DO NOT EXCEED 4fl PSI (275 KPA). TEE SIZE PER WWW.WATTS.COM MIN DISTANCE SIDEWAL�TQ SEAT MIN DISTANCE S�AT TC3 SEAT SCHEMATIC QIAGRAM �,,,,,.----� REC7UCER BUSHING ].'-0" 2'-Q" - - 2�_0" 2,_0„ 2,_0" 1,_0„ � PRE5SURE GAGE ����� . d • �IF 1} !f .. . . MANUAL AIR RELEASE VALVE 74" (1,875MM) MSN C�EARANCE FOR � . . 11" � _.__,(___ 11" (� ��� 11' ACCESS TO CARTRIDGES �. + � --�- � 8° C��C� � C�°C� �? (� , � �'�� "_.,,,,,'> VENT HOSE P NTATR PN 9 2012 0 tl +d° � �'-6" � ��.� � ��� �..*�� 6�� � REDUCER SUSHTNG WWW.PENTAIRPOOL.COM ��.._.� <A. ' :° ;.. a�. a � � �� �„ �" ° ����� : ��. DTSCHARGE TC? 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AL�RIGHTS RESERVED. � SCHEMATIC DIAGRAM 4.5"X 2.75"' (113MM X�OMM) ELECTRICAL J-BC?X �- ' SUITABLE FOR QUTDO�R Lt�CATI�N � � MAINTAIN �INE SIZE AS SNOWN 1-1J2° (3$MM} BALL VA�VE �� ��...._...1 �:��s�,�'� ON SCHEMATIC DIAGRAM �,�?.��" �J . p�T.**»�,.!b,�, 3J4" {20MM) C(3NDUIT TO `` UNTII.THE lAST SECl`ION OF PIPE 7-1/2° 3' CLR ���,.� �` ��` CONTROL CENTER 1-1/2'" (38MM) EL�, DISCHARGE TO FLOOR SINK (190MM} 32" CNANNEL OUTLEf 32`" CHANNEL C}U7LET �"� `�'u^*� WA�L OR FL{70R MC}UNT WALL�R F�QOR MOUNT ��'J� �� .� _.,,,�_..._...._,...,�........... = 0047�13 = BARE N0. $AWG BC3NDTNG WT�E 1-�.J2" (38MM) STRE�f"ELI. 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CQNCRETE IS BROUM FINISH '`"" ��.�,���.��r�w �"'��ci��A �'��`�.��,` ON�SUCTIQN�SIDE OR Tt?EVEL PUMP ON VALVE 2" (600MM) MIN DIAGRAM. CflRNERS PSI(2� MPA}WITH 1/2° (13MM) RADIUS �'�i�.i�'�'r�'�P��p�.�l��,�**�` 6 (f50MM)TO f1111lf111111���� �THERWISE SLQPING FLO�R. REINFORCE WITH 1' (30QMM) MIN 6" (150MM) MIN TO QOOR QR GATE ON FRONT SIDE WALL QR OTNER #4 (13MM} SA12�T 12" {3flOMMj C7C EW DOWELEQ 3' (900MM) MIN TO WALL C7R OTHER STRUCTURE QN FRONT SIDE STRUCfURE W1TH EPQXY INTO FLOOR SLAB 3" (75MM} MIN. CC7NCRECE C�2"�,47 GPM MAX @ 4S FPS, B=2"`� �A�� IS BROOM FINISH fc'=3,000 PSI (20 MPA}WITH 1/2" (13MM} RAC7IUS CORNERS. 12" (3a0MM) MIN TO WALL C}R�THER STRUCTURE ON P�UMBING SIDE C=2.5"�6, 67 GPM MAX �a14.S FPS, B=2'"� �R 2.S'� 1. ABS(�L.UTELY NO DIVING ALLOWED. C=3"�, 1Q4 GPM MAX @ 4.5 FPS, B=2.S"�h C-4"� 134 GPM MAX @ 3.4 FP5 8=2.5"�h �. SAFEIY SARRIERS SHALL BE �:. { rr 2 , f � 1' (300MM) MIN TD WA�L OR OTHER Sl`RUCTURE ' ' �i/. .�. �t. 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TNIS SCHEMATIC DIAGRAM I5 NOT T�SCALE. NO i. 3/4" DIA ROTABLE WATER SUPRLY TERMINATED DE5TRUCT UNIT SHOULD STAY ON}. OF CQNNECTION. (Q� MANUAL, SLIP CONN DIMENSIONS MAY BE INFERRED FROM THIS DRAWING WITH �ALL VALVE BY QTHERS. RECLAIMED WATER BALL VALVE SCHEMA7IC, 2-WAY, �Nd• SHALL N07 BE USED. WATERSHAPE CC}NTRACfOR SNALL ����) NlANUAL, FIANGE CONN MAKE CaNNEC°TION TO AUTOFILL(S). APEX N SYSTEM BY HIGH LOOP 2. LINE DEfAII.S. C�EARWATER TECH INC. WATER PROTECTION N�� BALL VALVE SCNEMATIC, 2-WAY, 2. LANDSCAPE C�RAIN QR STQRM DRAIN BY C}THERS. MANUAL,TRUE UNION CONN PROCESS ID(E,G., PpOL SUCTION) � - WA�'ERSHAPE CONTRACTC�R SHALL MAKE CONNECTION ¢ �INE MATERIAL(E,G., SCH 40 PVC) �-0 OVERFLOW(S�. EQUIPMENT MAINTENANCE C?RAINS w �a� BALL VALVE 5CNEMATIC, 3-WAY, NpMINA�LINE SIZE (E.G,, 2.S"�) MQISTURE m MANUAL, SLIP CONN AN€� FILTER BACKINASH LINES SHALL N(7T BE iNdICATING *-, CARTRIdGE OZONE BU°fTERFLY VALVE SCHEMATIC, CONNECTED TO LANDSCAPE DRATNS OR STORM QRAINS. GAG620 GENERATOR � F�APPER VALVE ��; OZQNE ����� MANUAL, FLANGE CONN p �-PV "�• FLOW aIRECfION ���t-1,� CD10 OPENS WNEN DESTRUCT 6?, V=4. ) 3. �ANITARY SEWER BY OTHERS. UVATERSHAPE 2 , WATER FLC3WS � UNIT ��$ �+�� SWING CNECK VA�VE S�HEMATIC, � CONTRACfOR SHALL MAKE C(3�1NECTION TO EQUIPMENT ��, �� TOWARDS OCD-11 TRUE UNIQN CONN MATNTENANCE C7RAIN(S},AND FILTER BACKWASH '� � OZONE OG-TEFLON-1/4" STOP VALVE SCHEMATIC, MANUAL uE�-OCITY (E.G., 4.5 FPSj pZ��NARGE LINE(S). �-�-��..� � FLt}W RATE (E.G., 67 GPM) � �i� .,�.� OXYGEN GENERATOR �IVATER TRAP CONCENTRATC?R � NEED�E VALVE SCHEMATIC, 4. NEATER SHALL.VENT 4' FROM HVAC INTAKES, 0?�S-80 (�� L"1 MANUAL TD OPENABLE WTNDOWS, QOQRS,AND PUB�IC WALKWAYS. # NQSE G�OBE VALVE SCHEMATIC ���1ZTURIN(� DEVTCE �EA��D�E�TATNLESS STEEL VENT DUCT MAY BE �:���,� . �� OFFGAS � (HaSE BTBB) �� INJECTOR VENT VAS7 ID DEVICE DESCRIPT3(JN ; 5. NATURAL GAS SUPPLY TERMINATED WITH BALL � WATERSHAP� CUNSUl.TING, INC. �" � ` AIR VENT VALVE SCHEMATIC, FM F�OW ME7ER VALVE BY C7THERS. WATERSHAPE CQNTRACTOR SHAL� 03S-PVG2 SYPASS � 2" C}M� A CALIFt�RNIA CORPC?RATIaN 1p y , ._ MANUAL MAKE C7R COORDINATE CQNNECTION TO HEATER(S). (R-�4� �=5.�� Q3R-PVC-2 ' FS FLUW SWITCH Ug �� � (Q=54,V=5.2 �'d NIANUAL AIR RELEASE VALVE 140 L(7MAS SANTA FE DRIVE, SUITE 202 � ," V � � SCHEMATIC Ff FLOW TRANSMITfER 6. GAS L.INE SEDIMENT TRAP PER QETAIL M101. S�IANA BFACH, CA 92075-1252 USA C22 , , V9 _._ . ::.. � AUTOMATIC AIR RELEASE VALVE � �-i������N 7. - PHONE: 858.72Q.1001 %>>`?.`t':r�%:isez. .,,*.#i.�s�r, 3:�'�ic_,''`�.�:;">r.;fi: ;��.��,'r�,t%:�,'�,,.r>, . . . 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ALL RIGMTS RESERVED. _��� PRESSURE VACUUM BREAKER PS PRESSURE SWITCH 1a. dZQNE SYSfEM. SEE DETAEL N300 AT LEFf. BACKFLOW RREVENTER SCHEMATIC PT PRESSURE TRANSMITrER 11. HARTFORD LOOP ABOVE WATER LEVEL. pC? �.,j� Q VAI.VE ACTUAT(7R, FLQAT T�; TEMP GAGE J THERMOMETER ���� ����5� (- � ° ° °�` � - � � T � VALVE ACTUATC}R, MQTORIZED �"� �iS':4 DEOICATED SRA TT TEMP TRANSMITfER/SENSOR �qq- p•� , � AUTOFIL.L CONTROLLER ( � VALVE ACl`UATOR, PNEUMATIC : 0047313 � I TN CA5E P00�NEEDS TO I ' ( BE WINTERIZED SWAP � � VALVE ACTUATOR, SOLENOID �� � OUT CONTROLLER (�� "'� L ' � � _ � � �. J __t�__ REDUCER, CONCENTRIC �:,� ,��� A3 � �� �; � REDUCER, ECCENTRIC � � �'= LE�I�L �.TR►:� 11Ut111!11!!J!/1 5ENSOR CABLE , ����1 �,�ETy ff/fj �- -- - - - - � �. ._. _.._ � _.e_ ._._� s _ � � � v � � �. � � � _.._� e � � � � v _... � e � � .� ..._ - - - - - - - - - - - - .- _._._ - » ..� _ _ _.. s � - „����,�dpyPET'<r`��jf�,i � ;J �•. � , A� WATER IN�.ET BY OTHERS ` =��CEf'tT.��. ���= ° KM 031-OS I �'��� SO ENOID V2 WATER OUTLET BY OTHERS J.p:,,,� ��,:��: � �� VALVE �� HOSE !� ��?`A ,y. ;��^'„� ' r �SENSOR CABLE � ^ _ � _ -. BACK� BIBB ',�'�,,,�'p,�,��11,;4,•�,���,�,�, � � PREVEN ER Ai Pt�TABLE ����' H7� ����Il�l►1l1��������� Vi X��? HXGR-pVG2.5 ' % > � � 3/4"Y-STRNR WATER I , � h AFS-PVC�Q.75 ,�� i I � � � �Q=10) �� �Q=63,V-4.2) � SAFE�Y � � � o ' ¢ 1. ABSOLUTELY NQ C3IVING ALLOWED. � � Q � �� V9 2. SAFEI'1`BARRIERS SNAL�BE � _ HXGR-PVC-2.5 ( � `�' INSTAL�ED AND MAINTAINED BY THE � � H05E HOSE (Q=63,U=4,2) H9 H23� �CESRS TO PREVENT UNAUTH�RIZEd ii BIBB �Z�B AIR TEMP VENT-SS-4 � EXHAUST VENT � ( REL E16 �IN SHADE (13 CFM} � PER CODE 3. SUCTION OUTLET CCIVERS SHALL �AT EQUIP} GASR-PE-2 �,� Nl�T GA a BY BE MAINTAINED AND REPLACED BY THE i � < �� E15 ,.L� (6.7 CFM) �C�' V QTHERS OWNERS TQ PREVENT ENTRApMENT. , ( ( P15 P1 > i % ' WATER C� �---� ��P EN-�- P2 P2 4. WALKING SURFACES SHALL BE � ( TEMP b , ;; ��i'`����� V19 >, �--� ,?` � . ; rr* MAINTAINEC� BY THE OWNERS TO M ( BAD 7�7 ; �I�T�� ' V19 H��`��� , ' PRE # , y � �I�`��� � 4; � ��'� � VENT SLiPS ANQ FALLS. >� J f -�.l!� : � �� UZ �� l /*^.���yy(/,�� 7 �y" l : i. � C CC �^�tCC-i-�p/ /� �fC t� A1� 7TT/�I�1A ' �; �i a.Ji I-i ( M I �i,.:: �.,. . , � �`��"'� � �:rf�;�� 1`�w r`" � �, .J`. (`�ti h V1J� . ��: ��� ��� t'�r,�ft���� J. JI�E J�14�1.i YV'VQl I �tl t1V�111V74h1�.. � W � V12 � � SAFE�'REQUIREMENTS. � �2 11 L � c:� ci �� 1�(TYP 2} ta ,«. ;:: � ,�. � � ��}{�� 02 `-p-,' ° ��. � � � � � vi4 � �Y�-�vc-2 � �; � �� �'. ��� PRU.7ECT DATA .. o � � � � � � � .�, ; „� : ��-�- vc-�.�t oa�� z� rs � � � � �- �- Vg (Q-�o,v-a. V� ,� c?' � � � � � �o�: ADI-Q1 �� WJ 8 VENTURI EfS �� < � �; d. � � �� OZONE � � _ _ _ _ ; l ' } � � 5YSTEM ) � � }, �„ �., n, 7�, SPAR-PVG1S � n, o� � V9 (25°lo QF FLOW > �.,.a - - - _ ; ; < ! (Q=16 V=2.5 � ; ' 2 N ° `v � "" 1° � "' `" "' ENGINEERING DESIGN 4F P4aL AND SPA t " }' T3 ' r: � �y �L4�'4�F; � ii ��� TYP 4 � (TYP 3} L6 � 2.5" `� `"- C2 `��L,l� '� ,� �" c� (TYR 2) LS o 2.5" BADU lEi' ° I�,C1� Ci 68 EAST MEADC}W DRIVE UNIT 1Q1 � � � � � � , VAI 0 81657 ' 4 l / ;x ^� . '� ' �' . , � f', . � Z� '����-:;. < ,, V12 3 , ° V12 ..,.,. .r .. ..:� .. . . �� , � .... .�..r. . .. � � V14 � �� � Vl4 ����J ��� ���� 5P S-PVG2.5 0 � ������:��� � Q=b3,V-4.2,TYP 2) ,�y, (RETURNS WITHIN . ( � ��� � ���� ��� �. .,. PRQ]ECT MGR: DAVID a. PETERSON s PaC3L TOE KiCK) �� �`� � ��� PREPARED BY. RCK �ETS-PVC-4 ` � _ , � � Vi5 �c'��'�a° ``� CMECKEd BY: D.IP (Q=120,V=3.Q,lYP 2} .-+ , � ,., � PRINTED: 3/31/15 � s ' PflLR-PVG1.5 I� SPLIT-PRIR �° °1 Q > (� > (� > Q � (� ,� 9 u� `�' rn � rn cn rn rn � > °�°a°„� �� SPAR-PVC-2 �;..J�!. � � � � � ��? =33 V=3.1 NP Z < (Q=13,V=2.0,ll'P 3) SUCTION WITHIN ,,, � ��p) � I r�., ° � � �� �,J � � � � �� � ' � PQO�TOE KICK � I ci > ����; �._. JET"Ft-PVC_� � u� ,-? � '�" ri. � � '� _ (Q=60,V=5.7,TYP 2) ' > ..; � °��, ,; < <; ' A .<.. � ::. .,... :: ,.: � � , : � �., � ......��.. .,. .,�„ . . .,;,,,. �. , . �.: ,.�.:.: ., .� �� .�' : -l� /: ' � � .....,.. .. �. .�' .'E:,. �.r .,::... . ,:`-.,., . . ' ,. �t��. :�. t✓ ..�aa �".a°^•�,. . . . . , ,..: � �✓ ,m. ._ . , .,..., ... CHL INE , C4 0 , � �P�#�f[�;, f � ����E ;> N MARK DAT� �ESCRIPTIC?N � � m � PS 1 3/l�/I5 �PROCRESS SEI'I 0 )ETS-PVC-6 Q ,~ (Q=2�40,V=2.7} � �t°i�, PS 2 3/18/15 PR(�GRESS SEf Ii �El`R-PVC-4 � " (Q=24Q,V=6.0) C8 PS 3 3/26/15 PRQGRESS SEi"TII POLS-PVG2 (Q=40,V=3.$) PS 3J31J15 PERMIT SE(' PQLS-PVC-2 LTQUID ��=�o,v=�.�) cy�oRZ�v� TANK SPAS-PVC-2.5 � ((�=63,V=4.2} SPAS-PVC-2.5 (Q=63,V=4.2) POLR-PVG2 �RQM SEPARATE (Q-aa,v=�.8� s��rr-suc�o�v aaz� SHEET'TITLE SPAR-PVC-2.5 WITHIN SPA TOE KICK (Q=63,V=4.2) SPA7ET O(�P/IDENTtC/al. ���L���A 7ETS-PUC-4 �*����t"��1� (Q-120,V=3.0) n� )ETR-PVC-3 �����IXt (Q=12Q,V=5.2} � AIRR-PVC-2 WATE#�SHAPE AREA '� � EQUIPMEM"AREA SHEET NUMBER i:��-':�%:.`•�;ii:.!;:r{:S;�;Y.a:r. :;:i�:;%�1�;� �s;^.;f,4%'rr`< f:i��;»7� ,�f�. . � ✓, ;:r:r:�.::.5�'.:,�;?'� ��i�'%:;�>::GiY.;f'„v...F...n�!�Y�.� .:flh.., � :.f3'"f;%�.�.,•;%3�r��.. �r�i?`fS:f.:��.::r{K >ro�>�.:<s.;4:.,.f��if.�a;:i./i.fj�€�� f'�/''\ /� J�'`� /� /'''\ /� j� . . .. � �'ji ✓��f,,�;r"`�rf/��/F''�3``�%4i�v/S�`vf��:��jS,N,✓ �1./V����! A. �1./���1 1��� V�! R�1 'V \i I �,/frr ..,„,�„�1���s£r%¢s�"'✓rs'r/��i��.�,/�'�'��1,�,r�},%�l � � f � N :�i�,f✓f��/y,j�f� `��i�'`ff fi.'��/�,?rr���rf�fE �1./'i��. i Y I J -;,.� f^' ,.�""f�v,t� j,w.r� ,�'"c�i7,»��`i�`�hr/y.�,��r y�''r�i f/r �ic' 1 ,� ��_I . . r:'`,.,.`�f���,�>y,��,��,�H,';�%��ffs;fy,:�l;�qif, REV: 3J1.3j15 0 O WATERSH�IPECC7NSULTI�IG, INC. _. _ _ _