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�' � ' � MARTI N / MARTI N ' CONSULTINl3 ENGINEERB April 3, 2009 ���2 ,j U�'� — ��c�, �;, ���; - _:-� �.� Mr.Chris Gunion Town of Vail Department of Community Development Building Safety and Inspection Services 75 Frontage Road Vail, Colorado 81657 Re: Landmark Pool Deck Martin/Martin Project No.: 21330.5.01 Mr. Gunion: Below is the structural response to the building department comments date March 23, 2009. Structural Comment 10: Refer to loading restrictions as noted on sheet 50.1. Structural Comment 11: The dead load from the weight of the landscaping in the planters has been coordinated with DHM Architects. The provided weights were less than the 50 psf dead load limitation. A note has been placed on Sheet S 1.0 in the design criteria notes stating this. If you have any questions, please give us a call. Sincerely, OQ`*��•R(Gj . �,,. . ' � : �o• • G :_ ;� 37� ; �� Apri13.2009��� � o���s�ONAI E��\��. Kevin S. Dunham, P.E. Senior Investigative Engineer G�PROJECTS�21330_01\WPU,tr_21330_Ol_Mar_31_2009dtdce � - � . ,_ € � � � � � MARTI N / MARTI N � - _ _ _ _ . _ � � CONSULTIN[3 EN[31NEER8 � � � i � ; Apri13,2009 � � ' � � Mr.Mark Kobelan �� J � — �� � Landmark at Vail Home Owners Association . 610 Lionshead Circle '�"y�� .,.,, ��'�_� Vail,Colorado 81657 Re: Landmark Pool Deck � Martin/Martin Project No.:21330.5.01 Mr.Kobelan: We have evaluated the proposed modifications to the pool deck of the Elk Run complex located at 610 Lionshead Circle in Vail, Colorado. Based on our analysis it is ow opinion that the proposed elevated decks and the noted hot tub locations are acceptable provided the following are maintained: � The elevated slabs and hot tubs should be located and installed as shown on drawings 50.1 through S3.1. • A snow melt system is to be installed at all new elevated deck locations as noted on drawing S0.1. The snow melt system should be maintained operable at all times to prevent the build up of snow. If the snow melt system is inoperable at any time,snow must be removed from the elevated decks within 48 hours of a snow fall event. The snow depth should not be allowed to exceed 4'-0". � Remove snow from all planter locations as noted on S0.1. Snow should be removed within 48 hours of snow fall. The maximum snow depth on planters should not be allowed to exceed 4'-0". j • Storage of snow is not acceptable at any location on the pool deck. Snow removed from elevated decks must be hauled away from the pool deck. � Do not allow snow to build up over multiple snow events at removal locations. • Any modifications or adjustments to the allowable loading as noted above will require additional engineering evaluation and possible structural strengthening of the pool deck. I appreciate this opportunity to be of service. Please call if you have any questions regarding these recommendations or if I may be of further assistance. Respectfully Submitted, O�`A��•Rf��' �. ••M • ,� : . OG. ._ . . -0:�, 371 �'; �o; April 3,2009_.�ct. O • � 4, ��`�s��NAI��N�\�� Kevin S.Dunham,P.E. Senior Investigative Engineer G:NROJECTS121330_Ol\WP�I,tr_21330_0I_Apr 3_2009dt.doc ��,��sc�����c��r�cru�� �a����,�t���r�� � u������s��rt 1390 l.rswrence Sfireefi.Suite lt�,# . Denv�r.CC7 802(�4 � 3D�.8�I2.55d6 � � �" 7" ���� � ������� =� . , a. . ' 1�t��� ����r �r�t �� t�� r� �r� ,. ,.. ,.� ,, , ;, � � ' , , �. �r,.,rc � �� ,�.; : . . ,, . > _,r,. �. ;... ,..;,, �:�_ .,. .0 . ,. r �,r�. t,.. . , ,, � T� r� , v � . ; �t6 ��f G�s ��s . rd� . . � . .. . x. . _. � � � S � {� .,, . >.. :, , „ ��� .,. <,w< r .. t, ,. �,. z . „ _ � � ,�:. - , , ,. � . � ,, : � ��a 7.. m r „ : _. .. .,. .,� ..: ., �.,. r,�., , ,. .,. ,"'S. .;, .._.t,5�..r , ... ,...,. � ..•,. , ;�. „ y'.�.. 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ANT!—VORTEX �OVERS AT EACH SIJCTfON I��ET, 12" x 1 �" BA�E B1D RESURFAC(NG FQI� B�TH F'OC?� �ECK AND RAISED DECK� �IC}T TC� S�ALE � `� GRATE C}R LARGER. IN ADDITI�N PC�QL 8c SPA� SHALL NAVE A�1 ALTERNATIVE BACKUP SYSTEM IS VU�KEM 35�1 j351 SYSTEM BY TREMC(�. CC?L01�: BE1GE. SEE L.5 �-� � � � T� PR(�VIDE VACUU�1 RELIEF SHC}U�D A GRATE BE MI�SING. �'C7R SPECIFEGATIC�N Q�l BOTH — BID ALT 2 Ft�R RESURFACING THE EXISTI�IG PC7�L DECK A�1D 4 � `��°L° GRATE AND B�CKUP �YSTEM, RE: PUOL & �PA. 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( �i3�-�- --�I� i i ' 'i � � ��� �� 1 � � i,r�E��; f � f� � _� � �� w� �� � �� -- � �� ���� I � �t1�.ti �'� S 1 ��� � �` �t� ( ' 4�, S � � �� ` I F'?�.........l,»....�� � f � l ( � � � ! � � � �� � - � ����♦ � � � � � �i .. . . . . . . . . . . .. . . . . � ` ; j � ' (� }� �j AL.� aIME�lSlC7NS SH�}ULD BE FfELD VERIF(ED, �' ' � f , � _ _ � . ; — �� , . _.. �_ � �} I � I � � f i ...� � . . �. ._ � �..�.. .-- � �� j 4_� __ _ � _ .�� : � -� � � � � � � __w� � µ e s� --� �.a m� _� .� .._� �� �y �, � ,�. �. � _.__ _;� __. ___. ___ �pNTRACT'�R SHALL �TAI�E A�� l�EY AI�EA� iNGL.UDIN� '�'" �'� —C�°� � 1 ; ! � �' ,�-� BUT i��}T L.IMITEL� TQ RAISED DECKS, �TA1R�, RAMP� 8c � �' `� WALL.S, APPRt�VAL. FRQM UWNER C?R {�WNE�'� � � � � �: �_ .__ � �. ._-� �� .� � _m. _� � _ _-�_: wn �_ __ _ j €4 _ � m � ._.... �����, __ � _�e �_ __ _,.._ .m, M__ .� .� �i � } t _ ---�`-` �� t�., REPRESENTAT(VE WIL.L BE REQCJIRE� PRIt�� TQ INITIATING � __,,, #�._. _ _w .�, �.,,a CC7N�TRU�TION. i � 6.5, �, � f�� � ��� � � C � # � ;� , � °°�� FQR AL.�. FENCING ATTA�HM�NT TO WALL.�, -� � � � ����;�� � RE: STRUCTURA�. 4 � M �—. _--� r— � Af�EAS RECEIVING S�IOWMEL.T (RAfSED DEGKS), DECI� � ,,. ---� � „ � � SURFAGING SHALL Gt�NS1�T C}F 3 CC�NCRETE, SNC}W � f �______ _._. ___..... .._...� t �a MEL.T SYSTEM, & TF�AFFIC TaPPI�1 G � # ° � fi4� SF � t „v 5�lC7WMELTED AREAS WITN4lJT �NOV1lMELT, DECI� SURFACIN� �NALL CONCi�ETE. C(�f�SIST C?F RESURFA�ING NCITH TRAFFI� T�JPF�ING �NLY. 3 � �F SNQWMEL.TED � �� TRAFFIC TOPF�IN� SNALL BE VU�KEM SY�TEM. CC}NCRETE. � ' C�JLC3R, BEI�E BY TREMC4. SEE L� FU�R BfQ AL.1` � -- �� CAP � i�E�U�FA�ING F'�}QL DECK AND RAI�ED C?E�KS WITN �� I R�,IL EXISTING �'c�OL GUARD MACUAT TRAFFI� TOPP1i�G SY�TEM. = RAIL � � .....� ( ■� � �� � � ! �'`'�� � � �.._4� 'O c» � �� � � c� � � � � l.f t'!� � M I\��� ��.� � �W Y �a�A�� � � � �od � %�� � RAIL �� � � �� ��� ��� �t� ��� � � t�� a��i. ��� ��� � R O O °�v 4[[[ M CA}� RAI� ON T�P OF WALI� �-- S� tU xLi � � �y a�a � ��� �rG. �J a � � � �� f ���� � -►--- �AP R A1� � �� � �► ��r� ��X x � } tU C� -� � > � � � � ; c� �- � � � � � � � � � �C c� � � � � � � � ° � G�ASS � C� � —= ` � RAIL � � C� 1— > � � � � � � � � 0 � � i / ....w,..,....�,.....�.......................................... � � ' / MP��J���" ��3M��: ��� � � . : ��1$,fiJ+D �2.�l�.�� � 631 �F SNUWME�TED �,/ ` �E�����: Cl... % CQ�JCRETE. � ��� : NK,jMB � � �������; GB � � � � � � � / ......�..t......._..,.............��.......................�.,.... a `°� �Ic��s Rai! ta comply with lBC 2�-Q7, and shall have r ..��������, t�4.0�9.t}9� ° EQUA� �. EQUA� � EQUAL. 3 eqtaal dirnen�ion�d balusters per s��ti�n �f �Cas� � .� � ra�l � � LESS THAN 2" MA +T�P OF C��UMi� 7.95 � �.._ , ..........,�.......w...�.....,........ri.......,,...�,...�..,....... � �,, ... ... : . . ��� ��������: �� T�P C�F RAI�. `° n � Stone Ven�ered Permit Pricing Set �� _�_��----- __ 7.4� � '�, � `�'. �, � � ``��,'�`q�, � ''��,� . `�\ �, `�'�� \�., Col ta m n � �`���,,'�, , �`°�,,� �'�`'�,��'�, , � � �\`''��'�, . .. .....�.............�,.......,...., a �'4, � �\� �\ . ». �. � Glass F�c�il Syst�m. ����� �T�°;�; � � � � . RE: �f�� 8c Structural S��Wmelt, F�t�Ci�1� c� ._.... . � ��_.�.� r�������---�. . �.-. . . . . -. �- . � .� - �.� � . �� . � . �¢_.�"T�P.. �F�-��.Wi��..C:= �. �� �� .� - � �. �. � , ' ' Dimensic�ns � . � o - .. - � ���.79 - � �. . --. . . � . . � . � Cap �n Stu c�a il�al I .� . . . . - .. . , . . . . , . . .. . . - n , . . . . . . . . . . . � .. . . . . . _ .. . � : -�, . � � �� . ' . , � . � : � .�.� . , : -� � � '. . '�- . 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S�i��' �u��� : ; _ � .. -�. . �: .��N�SN�I�� �FZA.QE =1�.�F;1������ . � . . . - . . : . . � �, , . � ,� . . . . . . . . . • . . . . - - - _._�,.�_ . . . . - � . . , ,. . . . . . - . � . , . . . r . . . . . : .. . .` .� .. .. . r� e ar�e �- � �-_ g_ ._4:�:.-�--.�. . . . . . . . , . . . , � . . . . . _ . . - . . . - Exi st i n Stu cca lNd I I ,f''� �` � t . .. . . . . _ . . . . . � a , p .� C.1 a? � � � � �-k3�l��ter C��a�.� �ail �'�M �y N�}T T�J S�ALE sc,�z�� ��a -� o a s � ��.J �� � �r ��a Q � � �� �HE�T��C}F � o ' o � • � U 0 0 - -- — __ ..�_. _ .- - - -- --- — °o o ° ° o a �` � �`'� r�` NQTE�: �,� / !,, � � t`'�, `� � ,_.� � �--.�- RAISED PLANTERS AND IN[�IVIDUAL POTS SHAL.� C�JNTAIN LANDSCAPEARCHITECTURE �,/ � � `' ' �IGHT WEIGHT �QIL MIX SUITABLE FOR ROOF T�P ENVIF�t�NMENTS LANDPLANNING �� o �� r� l , � �;� -° RE: SPEC�. URBAN DESIGN � �`�� � : � � P P T R! UANTIT S � � � �� , � �340 I.awrence Street.Suite 100 ``� � `` '' � _ � � 7HE C��TRACTOR SHALL �UP LY ALL LAN S I Q IE ���►u��.cc� sazoa � so�,sg�.���� � r �` � ' ! ' � S U�F I C I E N T T O C a M P L E T E T H E W t}R� S N O W N ��i T N E P L A�1. � � ` ' f � SHOULD ANY DISCREPANGIES EXIST BETWEEN QUANTITIE� SHOWN �'.".,...`"�`..........„..�.,,.M.�'..,.� .�'..�'....�`.... ,' � _ w.; �`� � } � ��°t��� �� ����r,����° - � , � 1N THE P�ANT LI�T AND IN TNE DRAWIN�Sz DRAWINGS SHALL __� � -�_�---� �.� .-� ..aa.< � .�,; .�,�.�,. --�-� �M_ . � ���.. _ . _ _ .._. � ���. ' � ;;� �_ � ; ; � � f € � � � TAKE PRE�E�ENCE a-��� ����,��� �� ��� ������ ����t� �� °� . �� � � ��� ;; i � ; � ' � , c��stgr� in�c�rpr�r�c��es� �+� ���� } �_ �. � � � � � ���ta�e�rf 1� �ra �rr� ��� c�f } � -- �- � �W -m- - -� -�. � � _ _ ._ _ __ _� :� �� ; - i�s -- 3 � ALL P�ANT MATERIAL SHAL� BE REVIEWEC� AND APPR�7VED B`( ���� ����r �� a���a��� �� � --- - I � � � s �s�d fc?r° �ny��hh�r pr�s�p��t a�i�tas�as� � _ _ _ . _e �z_ _���� � � ; � C� 4 C?�JNER �JR C}WNER S F�EPRESE�JTATIVE PR((�R TC� INSTAL�ATf��J ���� ������ i � tr _�fi=� -- > 1 - �� ;;�-_-v�; .. � z — R:-��{�- --- � � � � � ...,ww.......... ........,........,,.......�................, �� � ' � �� C ° O � '! �� P�ANTS SNA�L MEET AL.L SPECIFICATIUNS UF THE AN�ERICAN ., .. � i` . t} � t . '�,.",_.�,4 (� �.� ' ��� �� STANDARDS FC?R NURSERY ST{�C{� �LATE�T EDITI(J�1). s_ _!i � � i i -- o , � , �� __-�( I ; Q j! ° -- --.._. ___.__�._.._..._. � _._ �� ; � _. ;; � � ;; �_.,._....... C�NTRAGTOR SHALL FUF�NISH PLANT MATERIALS THAT ARE � ��' � � ____ � �� E; � PEST ANC� DiSEASE FREE. IT 1S THE C(�NTRACTtJR'S UBLI�ATIUN � � � �;_ _, I �, i� i � f; TU WA�RA�ITY A�L P�ANT MATER{AL FQR 1 YEAR. —-� i ���)��f I � �G =- _ � 4ft�'j� � , , ( � �i � ?i I I �I at � �������� I r ��;_--�-� I � p� ALL PLANTERS A1�1D PC7T� ARE TU F�E�EIVE l� �INIMUM C�F 2 � � �� � �'���r� I % � � � � (� ;E O OF SHREDDED +�EDAR MULCH. SUBMIT A SAMPLE Tt� TNE " �� AN_3 C?WNER OR QWNER'S F�EPRE�ENTATIVE PRI�}R T(� INSTALL.AT�ON. € II i I � f �� �, � j ' � � ' i � _ � n- .w.� #' � IG ALL RAISED PLANTERS �NA�� E�E IRRIGATEd W1TH AN �� �� � ; ; I j ; � �z i 1 3 �-=- -=� AUTUMATIC (RI�IGATION S1'STEM DE�IGNE[� F{�R C}PTIMAL �QVERAGE '�`" �'�'"�� 3 ; � � , �—�-�o--..�k_ �a o o \ 1; d ��. � _. � -- -�n _ A_ _ .� __ :-b _ _-- __,�;_� -- -_ i � _ .� .� _ ��.. __.. __ _ .__ __. __ - � ,, �, � _ , _ � � A�J�} WATER CUNSERVATI�}N F�ER �PECIFICATIt�NS: I � r L!.� � L- ���.� I , �m _ _ �_ � � __ _ ____ �. _� �__ __ _ _ ___ � .: �--- _ _ �� _ � �.. __ _ I , 3 -- � �- _ ._ _ __ _ � � _ , _ _ __- .__ _ TREES: PERMANENT UNDERGR�t�ND DRIP � � � � $ _ _ $ � ,� f ' � • `�`-��` � ` � � ` A�-3 ANNUALS: PERMANENT UNDERGROUNQ SF'RAY I '�- _-- _- ; 1 G-2 ( � , q _ � � � AN--12 _ s�"?� m��f�' �-� .�. � -- 1G-4 � AN-3 Al�� P�JTS ARE T� BE WATERED BY HAND � � - � AN �2 `� � �� { � �� -� ,��; AN-12 � p�-� � f G-4 � �r � � f� ; ;>' _*,;,�,�' � 3 ,�,�,',' � � � . �, ,,� ��_� BACKFLC7UV PF�EVENTER AND VAL.VE AS�EMB�Y SHA�L BE PLACE� I_.... _...� �-- -� � AN-112 �- -3- -�- �- -� + .i` d , . IN A CUN�EA�ED Lt�CATIC}f�, PRQVEDED THE`f ARE REA�{�NAB�Y .,� � � r --- � �i`�� t � �.,� ° ,, ,�• A�CE��IBL.E Ft�R MAINTENAi�CE PURPt�SES, 1S�UES C�F F�EEZIN� � � r ..� + -,- r` ARE AG�OMMC�DATEC� ARID THE �(�CATIC?N IS GODE �OMP�IANT. �-------- -------J � � �� '�.�-� � �'` C�NTRACT�?R SNALL REVIEW THE CH(�SEN �O�ATI{�i� WITN OWNER ,,�, � � ° J OR OWNER'� REPRESENTATIVE FC}R APPRC�VAL, PR1(�R Tt� � � ;� '� � INSTAL.L.ATiON, � � � � � �PRAY 8c DRIP ( IRRIGATION DE�I�N TO BE SUBMITTED FC}R REV{EW AND APPR�VAL. s-- IRRIGATlQN fN � TQ THE L.ANDSCAF�E ARCHITECT PRIGR TQ IN�TALLATI{�N. �,� THIS PLANTER � �� EXISTI�IG POQL �.� � � � � � � . . � € �y w M_ /' �� � �� � � � �� ,f'`� -3� ,s �,✓ , -4 -�- v J. • '°§- -§- -i- -3- °3- � ,. � ��� � �� .}. � �, � ,� � �. � . �,/,,f t'l I V` I � .G d� .. � ��°"' � SPRAY �CC DRIP ',,. •: • �. � # * � � � IRRIGATI�N IN , � � � ` � AN-12 A�1-12 � � TH1S P�ANTER � ��_� 1G-� PR--3 � � „�, v ae�°�' °>�*�' ( � p°4 V a 4 P N t�p3,Q � �/�d � 'm�, ,s'/` . . .//.r°' EEE � + + + '� � �,��v.� �,�� �,,�,.��`�' �. � � '� �. ��;�. —AN-13� AN-12 � AN-12 � ����� . QA-2 PR-3 � PR-3 .� �/ �-�� ;/,� -� + •,� + a- ` � ■i -� U�° �°�j` ��'�� �N—�.� +� � - �"�' (� -a�-� + 1 �j[ O O O ' -. .. 1��� ! y�}( `yj l'��.. � . i "'° °�" • '�" 'Jf' T '{' T '.�' � �Y�I �_� SPRAY 8c DR1F' � , • . ` ` � .-.,- �- � ` + -s- � �- � � � ���� IRF�IGATI�N IN � � �,' � . ��%` -� �` -� � :- -��� �° -�- - -� , + - �r� � Cy�`"? �. . THIS P�ANTER � CU C'� -° _ x� � .L. � � � �. ° � ��v--�� � a�v-��� �.E�E�1D: � � ry � �'��`� A--3 � � '� C� � '� CC� � i �P R A Y 8c D R I P ` �f' �,,�,,�,,,f��,�,� _ ,J � �7 „� .v � � IRRI�AT10�f !N ,r�/ WaQC? MU�GN 2 TN1CK N �-- > � �;�� ,`�%/ � THI� PLANTER � � �'��,�,�,!�; � � a � «.............«..«..w..«.........+.«...M...r....++........�. F"�F\���Ls B EV6JlY8��m g�g�#}� � .. � .�. 'v""./'"v'tyr"'+r""�,"pk {� ,{y� /�j� /�r} {� (�n '� f -4� °!- •i- -4� -#° V� I�,7.V t1 U�G..�,7.V.7 � � / + -!- -4- -I- j � . - ! -�. + -� �- + AN N U AL.S - E�T 8" C�.C. ��������o G� / ����; N K f M B � . l � = � � �������a GE3 � . a � � �YMB�� QUAN. GOMM4N fBOTANICAL. NAN(E �1ZE NOTES .-��-.....,.-��.w.-�.�.w.w-�..�...«�-� � `� j ����6����. t�4,tJ9.�9 � O Q QA 14 � t�UAK1N� A�PEN 5,--�, 9„_12" RUO BALL .�.� � , '� Popialus tremulc�ides GQ�LECTED S�' CIMEN FORM � � a` 1L� MAX PLANT WE1��T 1{�C} L.BS, ��, ...........................,�......Y...,.�............,................ �� !G 14 INDIAN RIGE GRASS 1 GAL., 18"-2�-" HT MIN. Pe mit Pri�c n Set.... X� t�ryzapsis hymnenc�ides � � � � PERENI� �A� LIST: � a AN 785* ANNUA�S - OWNER'S CHQlCE 4 PACK FUL.�. HEALTHY � � ���� ����,�������*M � ��MM�}N NAME BOTANICA� NAME � PR 12 PEREI�NIAL.S - CHC7ICE FRQM L.IST � � GAL. 12"-18" FULL CC�NTAlNER Plan�ing & P RE: LI�TIN� L4- STE�LA D'ORO DAYLILY Nermerc�callis 'Stella D'Urc�' ���������� ����5 .Y � AUTUMN REI� DAYLlLY Nermerocallis 'Autumn R�d' � � * QUANTITY �I�TED FOR ANNUA�� I� E�TIMATED AT 8" C1,C TRIANGUL.AR SPACING BLAGK-EYED S�lSA�! Rudibecl�ia fulgida sca�e 1/�3"=�' � PURPLE GONEF�f�WER Echinectcea p�rpurea �'. �' «". ' `�"�`�"'�'M X� FIREWEED Chc�merion angustifc�lium �,,--- -� Q 4 � 1£ ���:������:� �� � 0 � ° � Plants c�verwintered in the rectangular and circular plant�rs may � �' not survive and should be treated c�s �nnuc�ls with the pflssibili�y ���° af replac�ment �very year, regardCess of the �lant's clas�ifi�ation. � � °� SCALE l/8"=�'-0" ��° � SHEET 5 C?F" � ° . � u . a � 0 _ � _ __ __ __ _ __ __ _ _ — O a � „ . Q Q p k ._ � ,i Qo O � o ,�£ � �.� f�`? �=� N C3TE�: � � , , �� f�'�, ; � ' -_..: � TRAFFIC SURFACING IS ViJ�KEM 350 f 35� LA�IDSCAPEARCHITECTURE `j ,� � ;_ ,` � SYSTEM TH(� PAVING PATTERi� IS FUR BID LANDPLANNING .� t; .s '` URBAN C3ESIGN r � ��� � � � � ' �� , �-_� �____ ALTER I�A TE 2. ,,��f � '� �� � � ! � �390 Gawren�e streer�u�te too f � � �; t ; , � PAVING PATTEf�N IS DIAGRAMMATICAL RND ��,���r.cQ ao2o4 � s�s.s��.���� �`` � `� ; ! E � �HOU�D �E LAID C�UT IN TNE FIE�D AND � � ..�.. .......................... ........... ............... EX T w, � 1 ; � APPR(7VED BY OWNER �R (�WNER'� �' u � M�.� � � i ����� �� �������� — -�-�-~�� ��������� �� � � � _��� �� '-�-� � . - _ =-�_, -� . � _ �- - � ` � REPRESENATIVE PRI(�R TC7 INSTA�LATIC?N � „ ,g � � . l E � j Tirl� rfa���trn��t i;� t�r� pr�a�}a�r°�� '� '° >� s E � � �f�?N��esigr� ��, The id�� arad s i # � � � � , _; � +���t�ra tra��r��?r���d an t#��� � � �� � � � �- � — � .� �.�--� � �- � _— .�- —� � �- .— .� ' , _..�3`r��.� n.. _; � f ����crrr��a� �� �rrr �r��t�rrr��� �# � �� {� � � � ; � p C} � ; _� ,� _ �.. $ ��d�t��a y o#a��r�+r��#��Ft�r�� �f 3�i� . � 1 i� ���� . � � - .-�, ;,-' .___1 � �rritt�7 �!#ti�rtz�utl�r vf�#f�'�� � �, .:� ;�_ � _.s� ..»..»..»..»........�..............».»...........M..»... ,, ���,€ � ! 8 � � � ,{ �, � � � Q ..� : '` J-�i ; 1 � _s ;x U �. " �� ..�.�I ! 9 }I � t �. p _�� [ � �^y Q t .. .,�.- � I � � ;� '. � k — .�____._..._....._....���._._�_�. ���_._. � .� � � 1( 1 ! j� _� '��� '1 � �� M�� i ' .,__ �.�� �� ( � �� ;� � � j; � � �9 ��� [ � �f -- � ���1� � � � ��I �� � � �' ��# t�a��� �� � E � � 3g,t ;`s � � #i ! ! ' � � � ; (� _; C� � � � ; _ �� � � i � � ` � ; � ;� � � � � � � � � __ ,:.�; � �" �EO�E�r�EC �����r�� 1 I I � € � �.. ._ ._—� ,�, '�` C}N THE P��� DECK. "�'°"��"'� � ;� � � �,, � �-�� �.��_�.: �� ____ w � �.. �, �; � =� �_-� _ .� _�.� .� � _�� ---, ,�-. � � �� �� � _ _�_ � _� �_� . �. _„� _ .� � � - _ � SPA�ING I� �{�U�HLY � , � °" �N x� BA�ED C}N I � �' � � �-� .�. �x�; ;� ��.. ,� __ _.� �. � _� ._ _- .___ �_ .�� _� �_ �:.. _. �. _ m�. _. _ .> > _ �,_ _- _- --. _-M _� � �� __ u���_ _ _. � __ _ 7' x 7' GRID E i�� _ .._.. � � 1 j�_ ._ �` EX1T � � ���, �,� � � � I � � � � � � � z --! � ; �� �� i>;���,��.�- ` � t_._. � — -� � � -� r � ► � � I � 3 C { `''�-- �_____...._ .�_ .,..�_..._.__ � � ��. -"`�' � ¢ � � � � � � ' j � ! ; � � � �" GEC�METRIC BANDIN� � ,,r' u, �} �,�• ��� QN THE RAISED DECKS. `�' 1� POOL C�PING i � � ---�-- °� � � ^� . �Cl� c� -�--- � TYPICAL. AT RAMP� � EXISTING P(�0� � � �.� � � c.� c� _ � � � �� � � � � � � � � .� � �" a �i �� � � �� � �r.. . . # i �e f ! , 1 � � � i � � � r k t _ . � �. � � � ~�.- �� ~�--�. �.�/ t1 � � � � � -�-�.,..,,� *� � --�-.�"`""`'---,-, .G V�'.,,r ra � { � � � ; �_�_____- � - , � � � � S ( U O?� /� § � �ti � >w j � .f',\ ( i "O� i�'� 1 � � �$ � ",� :�a� � � � w----�..__.,.______..� ��� / ��� C� � "'^...,. E E � �C2 �� ��f E� E j � �a� c c c � ��� � e�i o� � � # . . . . . . � . .. 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F' A �/I �l � � A T E R I A�� �I S T� �� ����e ����e �'' �������: �� ° C����..� F�AI� T LC�A D: �......,�. �..�. �.�..�......�.........�M.. � WATERPR�}f�F TRAFFIC TC�I�F'1�1G °`� � ,����3���; ��4.Q9,t�9..� � AL�{� USED �'(�F� Pt�c�L CQPING �.� � gi --- PER IBC �t�03 -- OC�UPANT �OAD 1 CJ44.1.,2 � � 1TEM: �IA�OAT � � � TOTAL USABLE HAR�SURFACIN� 54t�� SF ..µ.~.. ~~--.....�..~...�-�...~~.�..,w �� TE�TURE*: SKIP TRUWE� � � (E�CI.UDE� BC}DIE� QF WATEI�} ..`��� ���������3: X� W/ �EC�METRIC BANDING Permif Pricing �et a LIQUIC� Ct��{�R*: STR,�W � C�Z. t��CUF'ANT �OAD PER CC�DE 50 �F f�?CGUPANT � AC�ENT PC7WDER*: �PANISN BRUWN �..,...,............,..M,..�,...�.�.�......�..,....,,... Q �s���r'#��.�. m AGCENT �t�WDER*; MISSIC�N REQ 54�6 f 5U =108.12 1�9 C�CCUPA�lT L(�A� Bid AI� 2; P�ving � �EALEf� SC-7� �ATIN a Plan , � � � � � ° CQMPANY: WESTGQAT � s�ale 3/�"=3• � ...................... ....w...............,.,,..,........... = CC�N TACT; V+1WW.WE�TCOAT.Gt��l .... � �. ��ao�—�.�o—�-�� � �- ._.� a � s �� ���'�����: � � 0 � u ,� � `; �` COLC�RS 8c TEXTUF;ES FC�R PAVING ARE SUBJE�T TO ° `_' CHAN�E. MOG1�—UPS AN(7 S�M(��E� � :���Q � _ �� � � °fl ARE REQUIRE� T(� VERIFY �OLQR� AND C{�M�ATIBCLIT�`. S�ALE 1I8"-�'•0'° ��� o E� X �G SHEET �F � Ste�l Ca T Match Existing _ _, ___._._.. _ �w�.w ��� . P, YP� Nx ��� Caps C�n Archite�t�r�, Paint�d, Steel Cap, Typ. Match Exis�in ��.� � .����H� Re: Notes �aps t�n Arcl�ite�ture, Painted, Wc�terprc�c�fing =� 2" 1�oad Mulch Re: Nc�tes Wat�r f�esistant �h��tf�in� � ' Planter with Stone V�n�er, To Mc�tch x � �_ � � ,. Lightweight Soil Mix Existing Retail RE: Arch St�ne Veneer, To Ma�ch � � , � � � �� `,��' : �` ;� � Existin� Re�ail f�E: Ar�h 1�" Sh�e��hing and Weath�r ��r; �hec�th�n� and Weather Seat Wal! Resistcrnt Barrier " . _ � DEGK SURFA�ING MAY VARY (�EPENDING � Resistant Barrier " � Steel Frame Wali (�N L.C7��TlC7N. �A�psc���,��c��r�c�u�� N Varies _ _ „ ��Q� �/IjCl�� LANQ PLANNING 2x� St�el Frc�me Vt�ail, � co Metai Edge Stflp, TYP• �� � � ����E--� _� � ,.r - _��� =3� S�cure Wail to Steel � ._ u�s�rv c��s��ra ���� Plan�er Walls f�einforc�d Per � �����_���, ��_..��,�=�� ���.�_.,r. ,Es"��`.���� � Planter Qrain, Frame AF�EA WITN SN4WMEL.T � .� � � � t r�.� Metal Ec�ge Sto T �RAISED QE�KS} t��o����n��st��e�;s��t� Struc�tura! 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METAL W �� � �.,�., . � :�r� � � . �������: �B � � � � � � � �,� .. � �� � � � „ � �. . �` � a �us .�-�� R un Ra�s Not� - ��,�, � r � cr�fe D � ' � A� �PEGIFIED � B Y .................r.,.....,......,.,,.�..,..............,. , m.�. ��. �"�� ��°�� ���� ' . � n eck T(� BE POWDER C(�ATED �RK � �� �� �. �, R e. . s ��� � ` � ������� m ��� .� �. ARCH . ���5����. {�4.�9.�39 � � ITECT ° �: �, ��� .��� H `�---�- � �}����� � ctr�es E• + P la e � �,n� . . �: �z . � h �rn� �.���.�� -��v�i�`� ,.: ,� „�� ��. �?� _ � ¢O O. " � p°. �, - . E t-w �� � ._,,.< , .. : . , _ M ��Nearo� � Q� � � 2 �AR AIL �1D HANDRA(�. FA r � ,�.�� �`� �����, . f �. �� �~ ����' .. . _�,��� GC� �UC'�Cl��i'1 Q �" . � .... ,- � v u � , ��,.� (� � /��)���, ..............„ �......................... ��� �,:z : � ; r � � � { 6 .. � � �BMI�A���ATIC7 ��� ����� m............... DR Re: Nc�te� � � � _ -- STR�I�TU ,. - $ � �� ������� NQTES. -:�:_ S TU � �.� ������ � :�� `������ � ° ��° " �o� _� �.. _.� _ o No�es: NS AN�7 FINISH �JP°���n ° � , � � ��� � � � � � er . .�._._.__.__ � � � .� �.� � � � MPLE LANDSCAF�E A{�CHITE�T QR �' mif Pricinc� �et � 4�= �, „ �' � ¢. � _ � _ = - --.--__�--�-�-_---�-���..m...... 0WhlER� REPF�E�E�JTATIVE F�R APPRt�VA � ' ��� � 1. FINAL NEIGI�T OF RAI�.ING -= � �:� �:�.m _- T _ _ _ Handrail �raspabl� Surface PRIC7R TC� F �" �� ���. _ � , �� � $ : ,�:��� (� BE �! � � � �� � � �- ABRI CATI r, �� � � � � ; �= MINIMUM 42 A�C�VE WAL. ry- , � ��;� � �.�4������� �,�� ��,��� � 1�1 N G St�RF , . � . _ _ _ �� „ �I�. �. . . . .. ...............�......�...�..... r ��� ,., . . � � ���� .�.�.� � �.�-� ACE. _ R:��:= � - I� ���� �������� , _ �:�:� � � Beyan . ,,. � a rv.� w all ex�ken r� 12 ...M...�...... ..,, .��c�� `p� M�DEL: � �y ��'� � , ,� ,,,.;'-° , ,f�,,. �, �, , �, r� !. �f t , �� -- .� f_�.. f .:� �= �:�-:�*-�- �1vse c+�f Top Riser � 3. ALL WA�L A .# ��1°���# WCI I'1P.ri" ' . « t` � ,,�' ✓ F / ,r`' f /� /' f'f,, f A` d' , j, ` f ,!� � r ! P f ! f f,, E ���` � 9 Archtt�ctural Gla�s {�C�1�1C1 f O �" ,� f r f , �. � ,, � f �, i J � ,, f � ,! .� r f � �, f ' r f � � � ✓ ,,f``' '' //,i r � f f N� �E�� E�������1N�i, ���� LJ�IC���� g �,�`` �" �c {�n� Full Tre�ad depth REf�fFOF�CENIENT, 8c ATTA�NMENTS TQ �+�r �c�nr�e�ti�� FINISN: Powder Coat�d as Sp�cifi�d by Arch ' '� f � ` � � � � f � � , � � � Be and Nc�se . � f � , f , �� f { � , f , { � � � f � � � , f , � � � � � ' � � Y of 8c�ttam R�ser EXI�TI�V� WAL� A�ID OR �'���r�� ��c��� MANUF: � f f � ' � .f ; � , f f� , � d � ,. ,� , `� , , , ,, r , f ,, �. ,, , , ,, f , j DEC�C E�Y' � ,� ,. .� ,, f r ; , , �, .r , r ; r , � � � � f 1 ,� r , .� , � f f �` ' � CC�N TRACT s f r� ,� .� i r r r ,„. ,� , r � � �' r` {��i. � �'� .�`� .�� ���^ ,r' �f r`� e f'� r r r �,� f s `',� `` '' '',� ``.� `'f ,`` r � �: ��l"1.���C.�C`�� T�'1@ �CtC��"IG't" Camp�nies f !,� �,r �,r �,r f� � �� �� �.�{ �'� � �, r s ,,�✓ , f o .� � Q ������������� �����: ��t�""'"��-+J'-'�J��`� ' ` ! °° r r`� .�'� �}r/ ` �`�f'�,�,°f� °��}8 ,r``�✓,�`` �"�r'�F r!,�'� f''� o '�f^°!r°f�'��°�j ,.fj�'� ,,°�`-` `�f,,'° r`,.�,.✓f'f,.�r rf � �"+ °� � '� f. r'� ! `� '/ ! '.' ' `r O `� 'f' ! f /� ! '� . r f r f .� �, s ,, .� , s ,� .� � , f�� r ,. r � ,� ,, r ,� ,°'� � /,° r,f', �' � ,1 � ,rr '' �' ° F4C` Handrail �'O �4� �4 SCQ�� � p',�.�.� .� nnectic�ns 4. A�L. WELD � S �NALL BE FABRICATED ����������;.. ,� t�' UI��S R�1�1�t to the Vi1all and Stair .,. ..................t,...,......... � Reinfareement, F��: Struct CLEANLY AND GF�QUNI� �M{�C}TN �° �� � St��t` Nc►�1dt'�il ural � NC�T Tt} SCALE L� 5. FQR ALL A TT ACHME�lTS TQ R�}QF I�E�K Scc�l�. 1" = 1' RE: �TRUCTURAI�. Steel �ap, Typ, Match Existing Stee! �ap, Typ. M�atch Existing Caps On Architecture, Pc�int�d, Ca�s 4n Archit��ture, Painted, Re: Nc�tes Re: �Jotes 2„ W4od Mulch � , W�terprae�fing y Planter with Stone Veneer, Tca Niatch � � TE � : � L i h t w ei h t S oi l Mi x Existing Retail RE: Arch Water Resistant Sheathing � 9 Stone Veneer, Ta Mc�tch Sheathing and Wea�her DEC1� SURFACING MAY VARY [�EPENDING ���s�r����RC�i�c�u�� 1 �„ Seaf Wa11 �esistor�t Barrier- C}N L(��fiTIC?N. ��`�°�������� Exi�tir�� Retail RE: Arch � u���r�c��s�c� Shea�hing and 1Ne�ther -r.o,w Steel Frc�me Wall Seat Wall var��� Metc�l Ed e S�tv AREA WITH SNC�WMELT (RAISED DECKS) �ss�a���-��,��st���t.s�„t� �oo Resistar�t �arri�r »cv � 9 P� TYP• Secur� Wall tc� Ste�l `� Metal Edge StoPy TYP• WIL.L BE �QMF'��EC} C�F 3" {�F CQNGRETE, �e„uer,cc� �o�oa � �os.s��,��s� Planter Drain Frame 2x6 Ste�l Frame Wall, ;` �=�,�m'.,._.�,�����_..���`�� �'`�,�,�� � � � ? ;; � Pc�ir�t�d, Re: Nc�tes TRAFFIC Tt�PF'1NG, 8c SN(�W MELT ,w,...�-.u..�.,....�-�-....�.,..x�.�-��...-�..�-� _ { =�� . ;��. � ,��. m v�. � �__,:.w..� € �i Re; Mechanica� �: � � ���,�,��` ��' �a��c���`��' ..�. Plant�r Walls R�in�forc�d Per r� � _ , � , ----- �------ �� � Anchar Bolt �Nc�� to �� : ., SYSTEM. S CUC� C" t`i [ . °'°�LL.. �� 1 � � ��;� � �I s i�, I�� � �;} 4 � �� } j � �. �� t— DE'C� SUt"f�1G1Clt�, F��:: NUtP� �t°ris dc���rrra�rat F� �� r� �r� t u al E g r�eer �pecif�catiQns , � � _____ � f , ��{ � , � �� � Deck �urfac�ng, P�netrc�te Waterproafing} . �: � —_ , �----- � I__ [ , , ( ; �----73 r. �;. ����r�� � � , r���� a r�. 9 � :^"^°^°� ! i . � - � t � i i`..._.� 4 F� k ;� F _^'°'.7 S I-- . Deck Surfa�ing, Re: �lc�te� :: � -=� ; �-� F i-�� ; ��= ! ' � �e�� �x� � � Re: Note� De�k Surfacin Re; �otes � ` Wire Me�h AREA� WITH�UT �NC}WMELT SHALL BE ����������������� ������ ;#.�.:._�; ; ,��. , �..na:.M�, , .�_� _ , �, , �c�� , i�_ g> ', �, RE�URFACEQ WITH TRAFFiC T�JPPING ,. � � 1 y , �_� �� � I�`� �C- �: I C? 2 ; I O � Pr�f �t�! �� ��d �h�t/���� � �..._........n� i-............. . � �_� �!. j .�.-> .�� Existing �tructurc�l Slab : e� ,m�--� `��` ' ,�� g �.r; � �- .�_� I �� ; .,, � �. .. Ex`ssting u� %: = M . C�I��Y. �,��� �� �,�����- ��� t �;����t . f py l, � a � !' '�` ? ._,.....�...�V, � � ` . Q i k Y � W � � � � t i ; i � ��. q,> . s � � �._� ` �.____�� � �.�.��.`I i �...�_.j j __'} : �"".`1 i i��---� O— — " Q. ._._� �_ — � `� , ,��._ ; � . , ;r� -� ; ,;i � �..�.i; ��- � � �-� ural �� .�..,� ,�.� .__�� Wc�terprc�ofinc� �CC ..,._.............. ............................................ Stru�t � � �, -�-:�— �-�-.:. _ �-�- �:�,., <—o , ;- �-�-� �.�-� ' _ `.��.° � °�--� � �_ _ � .--�-_µ- � S1ab �. � TRAFFIC TC�PP(NG SNA�L BE ViJLKEM .. . � : �-, � �--�--� f �---�-� � � � � fM� � ��µ� : � � � � , r z � Prc�t�ctic�n Board •� r ��° � .� . r �,, , � �.. � , ; � � 35t�f 351 SYSTEM. �{�L4R: BEIG�. �Y � � � `� ' �°``° `�" � ` ,�: ` � � ` ° ` - ° TREMC�. �EE �5 FC}F� BID ��TERATIVE 2 �, - ,�` � , .� i �.�_ .__-----_ �__._ _ I—B e a m Su pp art � ___.�.e �� �', , � ` ` . � ` '�` � ; — RE�URFACING PC7tJ� DECK AND RAI�ED �, � r,. ���,, �t.��.�,�° � ,- � � �41 S� ,: .. . � f. � . ° j � , r DE�{�S WITH MACflAT TRAFFI� TC}PF'If�G ��� ; � � . � ° " _,,� �. . �. � M��al Suppc�rt _ _ _ _ _ _ _ ° ---�-- -� �YSTEM. _ . _ _ _ . . _ . . _ _ _ .. . _ _ .. _ � � � , , � �� � �, � �� r � � � �. . .� �. . ,,�. .. �r .. . � � .. �.f, ...., f . f ,, � f � f �� j � � � f �. � � _ _ � ... ,. �r� �f�3 �. '" �,/ ,�`�,, /` �,,� ,��,, J' �% ,t' r,r ,, ,`` ,,, � r'° �` � �* ,.�` f�,, � ;` ,s' �, f�°� / � , ,/ �'�,,' `�' ,'' / , '� �'� ,,�' � '� /� �' '� � ' � F J R �R E A S TU R C VE N� M �T �'��n��,�/�c�� ,� ; '��` ,r �� ``��` �° �`'' -�° ,� �' ,, ,`` ,, �`' ,,,� , �` �' .'� � �' � ��'' �` ,- ,� ,� ,� � r ,� s` ,� �, E EI � Vtl E o�t€ �,r� .� �� ,r`` ,� �, �-��`° ,� � � ��` � � ��' r� �, �' ,��' ,��`�,�' �` ,� �,, �' � ,� l,, �`` r �,�` �' f �, ° ,�°` ,� �'` ,�' ,� °' ! ,,� �'� ,,� f RE, L3 '` � ! �°f '` �, ,�' �,- ,.�' �, ''° � ,,�'��' ,, '`� / ,.''F `� �' � � �' `� �° �`� `� �' ' °',`°�,�'` � / r'r �` ' O � ,�'r .r' r / � �` .�'' , /` ,- t ,' „�' � f*' 1 ,r` � �' �' s ,t ,t'` s / �° /� s f' ,� ,d �' ,� f' ,!�� �" ,� �+ �, � ,� / �° ,� � ,� j/' ,�°��'' .� ;�' ,, , �'",� �' , ,�'�% ,' , �' ''�,� �' ,� % ,� �.,�,o e �, UNLES� SPECIFIED, ALL META�. WQRK TC7 � ` f ,*`r t '� �/'� � f .!/ � . ✓f s O °f � :'r � . � s � .✓� �r '� � �,� r � � r � BE P(�WQER Ct�ATED AS �PECIFIED BY Af�CHlTEGT. Filt�r Fc�bric � ������ Geca—Foam � P[ant�r Wai1 - Se�tF�r� 2 Free �t��ndin� Wall - Section �..� . scsale: 1" = 1' L� ��3= ��ccrl�: �" = '1' Typ. 4 — Aluminum Support Note; Max Spacing Between 1�„ Dia, Aluminum Painted, f�E: Notes Supp�rt/End Cannectior�s Nandraii, Painted, ��,t � Tc� Be D�termined by E�cutche�n Plate, Cc�ntractc�r. Steel Cap, TYP. Mat�h Existing RE. Nc�te� TYF', Pair�ted, � _�tr � �. Caps C?r� Architecture, Pain�ed, �' RE: Nafi.es. .� �=f Re: Notes T� � � 1 �„ C�i�r, Aluminum Nan�rail, e- �--- yt � F'�inted, RE: �lote� �� ° ~ �tc�n� Vene�r, To Mc�fich �� R 1 �" Radius � Existing Retail RE: Arch r � f_�n_�� �.� � E�cutch�c�n Plate, TYP. � �., �____ � - __ _ Wall �.ight, RE. Electrica! � 12" R ;: . v� ...�.�_.e�..w._.�-_._.�� _. a �- � £ .. 1�air���d, RE: Nates °' Free Stc�nding Wall, , ° ° . � �- - Metal Edge Sto�> TYp- � R � ' � Painted, RE: NQtes B�yond ;e � '� Attachment tc� 1Nal� '•� - a � f --� ,:: Re; Structural � � ' QeGk �urfacing R�: Notes , 2—End Connectit�ns � „ ` •••�"' �q � �t�el Fram�d W�II � , ' , �a �, � ��� � ��a PC1(tlted, f�E: Nc�teS � �. o -� Existing �tructurc�l S1ab � � . �° � a _ ° .� � � � � ° ,� ��: D��k �urfa�in , Re: Nc���s � �. 9 � �... Qeck Surfacing, Re: Nc�te� ���� � �,�.��; , � ,; m�' ���•� �` ",��,� I� ,� � � : � j � �� _ � �� oc�sa�, �.�a��c�^. : � � �,.; e.er.ez ra a�s c�e v E�o � ���� � � �f � i� � '�i � ae �� . . . . . . . . . . : ,�� � u�ss�p c e�° °cxc�'a� a� � . , , .� . b.�� : .. . �,; ��==- ,�:�n mv,����� � � . � . � � � -� �. � . Ramp Suppor�k, ��' �a���������, � , � .,� � . � Cr�ncre�ke Ramp > �,� � R�in forcem en t 8c = �` � OC? Gl , bP �5J tJC?4 � . _ _ , , u . , r .. 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O SJ Q K!� 4 O 9 q 43 Ct Sl 9 �D Yl y i t�A�� Fr�l.!i�.l��i✓R l � ]'� �r/ �� � ��� ��� � � � � � �� Q � �csza�vroa avrozaxkaror av (\�� Handrail C C C C C G C�G C L° G C C C L \..f n a� ��� �� fl 9�� ��q Ramp � S�a�r Handra�i ec#ion ��a��ar���.��.���� � � .�.r,.r,-r,-,�.�<.��ry,� �+ q +� �+ { cn ���������������� �� J.�``rQ��. 1?� '—' l i �� a7�'C���. ���� �! i....� ���f�:: �n� A t � � c�ac>�>ooac3qo<arsRa000 �ry r�cea�aece��er�c�r�c�zrra � � � wamr�azamcr�meae��m;amrnr.� � '�" ,E'./,+'i.°d.*'✓.�////.o'// � //��1�, }ry � X X X:<>S X iC iC X 3f?<i<i[�.'c 5C�t [,j i •� � . �L�?} � �If �w� � � __ L� �- ° � �, Glc��s R�til Nate�: T�P• � +pp Q � 1 Tread Depth � � 1, See Engin��ring far cc�mplic�nce with IBC cc�de TYP. Re: L2 1 „ Dia. Aluminum Nandre�il � � �� 1��7.7� ,�407 8c ��fety factc�r ratings. for Dimen�ion � ' � � �'""" > Pair�teci, RE; Notes F ,.�. r�,�.---�'" Escutchec�n Plate, TYP. ����� t`��� ��� a�n � . o e� ................w...:���� .................,,....... � ,�� . . �� P t d, R E N � , t ., ....... � ������`� ��a ; ��� � . � st��� ��tr� s�,o����t �E� E F� A�. 1�1 Q T� �: ���s,oa ��.��.o� ���� �� �- � � � � �� � � ; � � � � � � s� ��51�1��: CL � . �. � � � . � .a � � ' � EPS� Get�foam Blc��k � �� � � � � � � � ����� N E��M� ;� � � � n Ba�k��ll , � � � � � �. � �: � . 1 UNL.ESS SPECiFIED, AL.� META� WC?R� �������• G� � � � , � �� ......................................................... � � < , , � � � . _ � . � �� , � � Raised �aner�t� f��cl� T�1 �� F't�WDE� GC�AT'�[� A� �{���1F'i�D B1� R������: ° ���+���� �` � � ` � � ��r, � �, t�4.�}3.{�J �� � � �: . � �� ARCH{TECT �� � a � �iu� ��� un�� �� ��� Re: Na�e� ; � � �Pm �z.�ti � _� � ��� � � � � w ���� � .�� � � � � �e x µ,�w,�v... . ....�R ry _ � ,_� � . BRICATOR y�,h� t ��'�""T�� e��� �1�� � �� 3� , ,,,........�......�............................ ........... ,� �' H P ��.--.� ;� ,� F , �������� �, � . y �. �� �� art�� E• � � lo e � � .. �, , � ���� ,:. � ° , �: a. � � � .�����t��������:., _ rw . : � �N �, ��, ��, ..J�� �����IP�C4�° � � A S I�lISH ri �yt , : � � ° . _� ������,���'����- o. .� a o. o. . . . � ' „,,,,., . �y ='",„'i 4 k � ' G 1 1 i� � SAMPLES Tt� L.ANDSGAPE ARCNITE�T C1R P r "t Pricing Set _ . m.. � STRUCTURAL. � LCUL.ATI�7N AND F ..�� , � � - > �� � a y�.t . � .� ` �,: , ,.�,a„y ,. t s' . . � a � �.;. � ��4 �n � �. � Q 4 C;S: .. - C'a������ �l�S+�� �� r�- �,� . � �����,.�� t��`" D��k Surfacing � 4 � ��� `� ° � - � �}WRlER� REPRE�ENTATIVE F�R AF'PRC}VAL � , . �_����- � „ . ,.......�.�............................ " � < �, �-�,�, ��,�� ' � � � � � � , � R�. Nat�s � a � �- �� � � �� � Q PRl{�R �'C� FI�BRI�AT��N. 0.� „ � ' *.,.`.���s+ .,,, `, . ... . . .. .C '� �� �.fi y . � �;N�� �.�k - N�TES: � - : y � �, , � �' ` p: .{f . F , w..._.._.�.�.,....... _.,.... �.._ .._ .. „. .:� ,�:"` � . � �_ �� I � : � o � o< �� �. � 3 __ _ __ �._ �._ sha ��exfi.nd���„ �Be c� d � � ��� .. -- _ �:�= =.=:=: _ - y �ite Details � � `��'`� � ', . < 1, FINAL HEIGHT OF RAILING � --. ._ _.._._._.. __._.__ .�._._. , 3. AL�. VVAL� AN� DECK ENGINEERING, � ��_ . �� ����`'"��� � � � � __._ p '.,. . �> ` n.. ���'n""' i � . 4 : ¢ " _.,_.. .�.'° � ___:� m � � � T�� 1\���r ; . � c�se o REINFORCEMENT 8c ATTACNMENT� TO � - �; �: , �, �4 t �,� n � - , .� �.���. � , � A ; . �� �„�� Tt� E�E MINIMUM 4� AB{�VE WALKIN� SURFACE. �; f � �, � � � �� � f �� f, ff � f: _; �. , _, ,. �, , f, � � f �, �. ,,, f� � f f , f � � 8� C?ne Full Tr�c�d De th � ° � ' � .� °f'% ,� � � � r � � r � ,� f � � ° � � f � l ° � ; �° �° f ,�'% ,� �' { � � � .� � � . EX1�T1(�� WALL A�1D f UF� C?ECK BY r � � f � � .�� � � �, �� „�.� ."• � �,�" �'''` �r�t� ,�k.�'� �.,.< 'r�«-;�,�'u'"^� t ✓ / /` '� ./ f f / ,,� 1 / °� / � / 'r ! / J / f '° 1 .r `f / '� ,.' � mm����� f r t ! / / s' ! f o f / 1 I f% �' ���_, r r ����d�t�� " ` �,� ,j`'� Beyc�nd Nase of Bc�t�om R�ser ., _�.r.n.�", ,:,'=�� Y � �r' � .,l ' s '` f � ,r ^' / S ��� / !, !', F � '`� ! f r - / � ,r '� J N� '.... ,�;.,,... . �E -' 1' f ,! / � f � ✓ f /� . ,l f � / ,r f ,! ^' `r .'� f F ;. �' ,{ f ,,' . P . cc��vT�acTO�. ° �+^+� gp "�y MUDEL' WC1C�I1E,.�'C' Ar���tectural Glass �Cll�lt't{� ,�' .� ,, �° r ,, �` r ,, r ,� �, r , � �; r f � s � � r j � r r f r ,� f ,� ,� ,� r k� + °' - ��4.J� ��4.f���4�� t f .' �,� � d � f J � '"� J 'P � / f � r` 'd °� 1 � '` t '� ''. / � �' ,f� "� fplf � f` J� � ff F� � r� .s'f � IVO� �❑ SG'CIt� c J �+(� [''� /'� .{. / ,r f f / f / / / / / / / F ! �. �1��.Jf'7 x t`CJ W t��I" 4.rO CI l PrC� {�J�" ��7�C`i I�I P.G� ��/ AI"G�l , r' ,' �,,�',��,,`, �',/,! �, '' 1 t ,�,� ,, �,/ �,r �, �/f, f �t �, d �,0�,..°j f, f!�p ,, f�`�,, r, �/ , ,, �/ ,. J= �f , d f l , F «..+r...»....,r...,..«......,,...«.:.«.«.....................« �'c�r i�c�rtne��ic�n �' - �f�o .� ,,�,� f � J � f � � � f � r/j r � � d % r- � P` ,� ' ° r ` f ,� ' % � Far Nandrail Conn�ctiar�s 4. ALL WELD� SNA�L BE FABRICATED ����� ������: ' ��`�C"i ��+1'��� �11�A���: T�'1+E? �{]{�{"1�#" �:4CY1�7Cf1'1lC.'S ,'� �,f` ° °'�r/,f �`1 rr , ,�`�,� .°'� ,� .� f�,r f� J°p {f '� !� f� `� �'� � r� ' �"�``# � f � f � , / /f � . /� �fif , ff .!�. .''f `f , t� ✓� , .t�{ ,rf . . r°� t P', . /� / . .,d � � � �E: �truc#ur��l �Ht�NE� 888-��43--69�4 t� the Wall ar�d Stair CLEANLY AND GRC�UND SM�UTH ° '�� ���������"�� I��inforcement, RE: �tructural a o , � � � � 5. �t�R ALL ATTACMMEfi�TS TC� ROOF DECI� a � � Glass R.ai[in 7 Sfiair Handrail ��; STRU�TURAI., � � �'�� No1' 7'o scALE �� scale: 1" = 1' � � � L� � � �° _ �Q � Lv. J{ ZL $ �NE�T C�F � Steel Cap, Typ, Match Existing �lass Rail System, „ Steel �a , „ „ RE: � �6 & Structural �ESS TNAN 2 MAX P Typ, Match 1Ne1d 4 x 4 Square Metal Stock Main Post. Caps On ArGl�itecture, Paint�d, �,-��" � F Existing Caps On Drive on Cap Type C �544U, to the C�nter of 3x3 �quare Stock Belc�w, Re: Notes Architec�ure, Painted, Julius Blum c�cc Co or approved All pi�c�� should be Ali�ne�l. Painted, RE: Re: Nates Equal. Painted, RE: Notes Not�s LAN��CAPEARCHITECTURE �tane V�n��r, Tc� �Ci�C�I LAND PLfit�N1NG Exi�ting Retai[ �;E; Ar�h ,. � Extended Column, Weld Flat Piece {Cap) of Stock Weld 3" x 3" Squc�re Stc�ck Meta1, tc� th� u�g�ra o�si�r� Sh�athing and W�ather � _ ` Match Existing Stone Me�a( F(ush with the BQttam ,� Center of 4" Pc�st Cap E3e1ow �uGh That �s�o�.�,�-��,��sn-��t.sU�t� �oo Resi�tant Sarrier � V�n�er ,� ?, 4 „ >, �e►,�er,cc� ao�o.� � ���.s��.���� of 4 x 4 Post. Pair�ted, RE: , ,. 1 1 f� c�f 4 Po�t C�p is Expcased �elc�w Ste�1 Frame WaII, �- f � - N Nates �.�.....�.�...... ,.....�...�......�.,....�. RE: Structural , ,. _ ___ .; __.�.�m r,� (Each S�de}. Painted, RE; Notes. All Piece `������ ��. ������.��. ;_ � �m? ``; 5 T4�7 C?� E X I S t I1'1 C� S�1 Ol1�C� �?E', l��I C�Cl E;C� Tht� �l��r�rr��rr f i� ��r� pr����y Wa t e r re��fi n �n d � j ! �O�U i'i't I'1 S c'�C '�',.>�U�C Q ° �f P��f�I?�lgn . °�rt� �d�r�� �s�d P 9 - ; t �- � Weld Flat Piece (Cap� c�f Stc�ck Metal Flush ���r�� r,��������t�� �� ��r� Prc�tectian �QC�CC� s: ; �C1�� -1-�J.79 Abc�ve cv . �, �� . d�curr��n� 3� eart la�s�r�rr»�r�� �f � Metal Ed e . . . . . ., .,f-- ; with �the Tc�p c�f 4 � 4 Pc�st. Pa�nted, RE, �,�� � �r� �� �����rr��� �� 9 � . � . � - � Existin Deck, T Nc�tes 9 YP• r*�,,.. � u��d �raay��i�r�r�° # �d�#r�u� �'�C}�� T�- • • . . f f 'f#��r�h .aft�rr�f�� .�, £� '.;� ' . t: fi 1 �l..i�i I L�� � � )f fil . «.«e..«...,..:....«............».:.,......«,......+..,.:+......, ,� �� � �; ' � . . - - � � - . � � A- x 4 �t�uare Metcal St�ct� Main P�ast. %� f A Re; Nates . _ . . . . . . . Remove Ca� (Not 'L F � � . . . . . - . , . � Welded to tk�e �enter of the 7 �quar� Gc�nnection to Existing "; .f � . . . � � Shownj on Exis°king > �c�lumn, I��; Stru�tural � �,;� {� f �t- . . . .: . . • � - - . Col�amn Prior to W�Iding Plate Below Pc�inted, RE: Notes � . . � . , � . . . Extending Cc�lumn „ �� '�'� ��� . Welding Plc�te, 1 /4 7hick., To Match Metal Top of Existing Columns De�k . . . . ' . Raised �pa Deck, Ca� angle Painted, RE: Notes & Stucc� Wall +5.79 } Surfa�ing . . . . � . � i Beyond. Height Varies �a��� Abave Existing Deck, Ty�. R�e; Nc�tes � " � � � .� �. RE: L2 �'-�'�"'��� �r�� �,�,�r� Remove Cap (Nc�t �hown) � . � , - • . , Existing Stone 4 Main Po�� on Exis�ing Golumn Prior � . . , �-.� ; Veneer�d Column t� E�t��,a��,� c�i��,�, . . . . � : :.� -� E���tr� �� ��T T� SCALE � � ., ---- .� , � � . �a���� s�� —�-� _� ._ ..���...._ —�-.--� � �� st���� waii eck �� ��" ��'"� Q a � �acure Raised C�ecking Te� � _ � �c�lumn Extensior� and �las� Railin - ���V+r'��IC��1 NQTE: Main Post, Re; A-/L7 Existing St�c�c� WQI(, 1. FINAL. HEIGHT OF RAIL.ING � ,� 1"x 1" Square M�tal Stoct� T�p F�E: Structural �7 NC�T TO ��ALE AQJACENT TO EASTERN F�AM 4 Rail� W�Id tc� Mr�in Pr�st, TO BE 48" AB(JVE P�ANTER Pain�ed, RE: Nc�t�:s Existing WAI��. Stucce� Wa1i 3f8" x 3/8" Squar� M�tc�l Existin , „ � �E �1 E F� A� �1 � T� � : `''�' atta hme�n'ts.�� Wel�d�tc� To & Stane Veneered 4 �� �ESS THAN 2" MA�C � Bott�m Rail 8c De�c�rc�tive Rings Cc�lumn �� _-- Paint�d, FE: i�c�t�s `� 1 . UN�ESS SPECIFIED, A�� METAL �► � � Q � � � �.._.--....-. �, � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WC}RK TO BE Pt�WDER C�ATED AS 4-1 f4 Q.D. De�c�rativ�; Rings, ► ° 3 8" Thick. Pain�ed RE: Notes � SPECIFIED BY ARCHITECT. � �;,-- _ �,_ _���.�,, ���_.�_..� _ .� � I � ` . �* . . • , 1„x 1 " Squ�re Me�al St�a�k � � _�_ _._. _ _ _ _ _ _ _ 2. �UARDRAiL ANQ HANDRAI� F`' . . . . . . ' Bat�kom I�ail. Weld ta M�in E�istin ,F.,3 ,,.,. .,," .,., �� :��; } 1 i,� FABRI�AT�R '� � �� : . � Post. Painted, RE: Nofies �,� 9. ,x''',�`',� �° a.�°'".% .� � �' �` I I SHALL SUBMIT SNC�P DRAWINGS, . .. . . Str�ctural ,� � �`,,,�'°��' ,� , �'� �s` � _. _ � � _ .� _ _ _ _. _.. ._ ._ _ .0 ._ _ _ _..._ ._ � STRUGTURAL CALCU�AT{ONS A�IQ o : ..� . � . : . . � � . . � , St�e! CaP, Typ. Mat�h Existing „r" s ( �� Slab �, .r ,,F s F1�11SH SAMP�ES TO LANDSCAPE �r- , . . . . . . . Cc�p� C�rr Ar�hatecture, F'arn�ed, ,° �'` �' � �'� �` Glass Raii Sy�tem. ARCHiTECT QR OWNE�� � �' . . . , . � �. � +.. �e: Nc�tes � � � / �' Cc�lumn Match Existin �.i� � . • . . . . ..� �'° `°� ? � Centered an 5 Walf. REPRESENTATIVE FOR APPR�VAL. cU � � �� . � . • Escutchec�n Pic�te, P'ainted, R�: e' ..�'�� '� °�, � ,� `� ,�`, S�kan� Veneer RE: f f�� 8c St uctural PRIUR Ta FABRICATION. � . . . . . . . . - - No�k�� �� . � � .,..� Ste�! CaP� TYP. Mat�h Existing Stucca Wa11 3, A�L 1NALL AND DE�K ENGINEERING, - � ' � ' . �. �. . � Attachment, Re: 5tru�tural Existin Ca s C�n REfNFGtRCEMENT, 8c ATTAGHMENTS T� � � �.� 9 P � . Architecture, Pc�inted, Existinc� Meta( Cap EXISTING WA�.L AND f UR DECK BY . " � . - , � . � � -� Welding Plat�, 1 j4" Thick. Re: Notes CQNTRAGT�R, Pain�k�d, RE: Nc�t�� '�V 4. AL� WE�DS SHA�L BE FABRICATED Existinc� F'recast Wall +�� � - r � tension and Glas� Railin - ���1�1 GLEANLY AND GROUNC} SMOOTH � 1 �alumr� Exter�s��n S��t�ar� Colu�mn Ex g . . . �C}T T� S�A�E 5, FOR ALL ATTACNMENT� T� R4�F � C� F'�c�l�ll'1 - EI�Vc��I�CI ' � Nf�T TC� S�A�E DEGK RE: STRUCTURA�, �✓ �� L7 ��T T� ����E �r „ L.� �� � � x � Square Met�l Stock 1n�fill � �- Cll s�anchion attachmentse W�Id�d to Both Top 8c Middl� Rail 8c 1"x 1" Square Metal Stock 2" Wc�ca�! Mulch � C�► �=' � Main Post, D�corative Rings, Paint�d, Tc�p & Middle Rail. Weld tc� F� - Finished Grade �� � � R�; 4 jL� RE: Notes Main F'ost. Painted, � TW - Top of Wall Plant�er Soil N C� ,v° 4-�" (7.C�. Decorative Rings, �" RE. Nates Filter Fabric, Turn Up 12" �••+ � � ° � Thi�k. Painted RE: Nc�te� For Deck S�rfacing RE. Not�� L.6 8c L3 (�n �ides � � ° ,� „ � Q t� {'� ('`� ('�'� (�`� � x � Squ�sre Metal Geo-Fc�am � � t�' - � � � �._.,/ � � � `�--�` � `�-� � �✓ 5to�k lnfill stanch'ron. � -� 'v � Welded to Middle & Plant�r Wall, RE: 1 /�� �"�`I �-- > r� � , Bottorr� l�ail. Painted, - � 3 R�: Notes TW 3.91 Drain Pipe, RE: Mecl�ani�a( � W a t e rp r a o fi i n g �..�.�,,x.,...�,.��...�..�.. a................�,. 1"x 1" Square Metal Central C��ck �rain ������� �����w �� ��� Stc�c� �c�ttom Rail. TW �.87 -- Plar�t�r ,�-� RE; Mech�nical 81'�f>.OQ Q,�-19-09 � * .. „ Weld ta Main Post, �,� � � ��`��;�=���;��'�, �j��f��; ������� C� � �� � � ! � '�" Plant�r Wall , � � -� r�����{ I��i���� � : i � `� � I �� NK f MB ����; Painte�, RE: Notes y � 3� }:� �� �� € � � � i �� 1 ��Y�� � 3 �� f�i � Second Spa ������ . � ' � � � �.� ������,�, ��— � ��.� ��, � �-----a-, � � � —� � � i --� � �--� . �i� � � �. _ _._�w __ _w _ _ v _. , � -� � � - ,____. � ,-----, � ,____. � ,--�, �; � � ,---- SIQ e Rais�d Deck _�_ � w_ ._w._� _�__ �_�� ______ � � __ R E. �L --.--.- ._ , ..� �'` � ` .� . ` �,�-__.,�` �`,�_ .,�,�--_� � �.___ �� � ,---=g i I.�� ; ?=�� �--� � '�� I '�� � '�� i =� � ! � --� � =� I I�� FG 2,41 .�.................W,.,.,...�,..N,.,......,..... . , ,---� ,—. ,_---- €------; ?__._. � � i � ..,..' , �, �. . � . � . . . . . �. .._._.._; _ � � � . . . � . . . t ( ( ([ � I , . - •. . '• • ; � j-i-� � ,-�-�-1 I 1{�; ��; I.�� � �_._.� !�� ; }�i� ;�( � #�_u'f Ii i.�N; � ��.� � ��? a, o � o�.�::,�:o�� �o� �..� .�,. ,�.� �� �, �;�,� �, ������N�: . 4 � . ` • . , � ' � E § S^-^-f � � -,^�^°i � 1 r-^-� � 1."'-^-C � l--�-wl f �M^^--�� �---^-- 1 i^-°-� � --E 4^---°;[ 1 �.,_..�.� I k.�( , d'.s.�T�°4"e°,�.z,...- :S . . � S-teel Ca T p. � � . . �. , 04 Cl9 {� - . . , �' . � ..__.., ; �..�., �_ , _____, � ' � ,____ . . �scutche�n f�lafi� P�a�nte.d (�e, � . . . . � . Pa Y �' _�-_ � __, � �_�--� , _____-.; ��-� � �----�-- � j ���° �-.�� ; _�--� �__.,_ _ .� r �` . . . . . . . . , _� � � �� , . : _ � . . _ , . }. . w � _;__; P !-----f �.F-_--� � �, -t I �.__� � �--� � �-�.� � ------� � -----� � � �-I � I�;:� €��, �, w_____,__� �r�_ _____--___-__� _�______._�-�.-��--_�_=_�___m________._�__.�. � • - Match Exks��n� C� s • �� � ;-�-n� , --�- 9 — . �----- ��f__.--._._.., ;;�,- ', , �----_, � ;..v.�._ � ,-�-- _ _ � . . , , - . . 9 P . 4 __ _� _.__- . . . . . � � _ � �� , �.. __� __.�. _�.... � ��,; � ,_____! l ;_� � �r: �� , � __ _ .� v � • Notes . . . .. . . . .� � � . . � - t�n Architecture F3rst � a �: , � � � x , � � , E � , � � , � I , � � � ���� � �---�--��F-----;!! e--°-� � c;�--°-� s ��----i � �—�_ `�� { � � ' . ' . ': .' . c.. ' �, -:., . . - . . .• . . • .. ' , . }^� ,{. � CIISG �C�C g ,_�.a..,.- _ _______.__..�� �. ___ _ p ��' 3 _ , . t��� !-�t..L� .�`.h��«��i , . . • - i"Q�n l�i{�x I 1 d � _{i � �_�� � i----;� � �1 � l���3 i:� s�__ ? � (� °i I � i���� ' ,. �� �r.----_ _.___._______� »................«....»............,...«..........».,..«. , , • , ^E . . • . . . . , .. . . . . , � . . • . RE: �S�ructurai ' � . . . � . . . . -� . . . Re: Notes ,�I�;;� � 9=-= f��, , ,-�, . FG 1.31 € � ., � ; Permit Pr�c�n Set ; . - . - � . . . . . , � . . . � .� � � � � �� ����������a . . . . . , . . • . . � . . . �- . . . _ � . . . . . . • - � . . - . . . � . . �lfelding Pla.�e, 1 f4" TMi� � 4 .- . . . . � . - � �� � - � � . . . .,� . � � n�.� � . ,�, . . . . . k, :� . . . , � . . ., . . . � _ . f r . Cr^j ' ' .�.__ . . . � . . . Pain�ted, RE: �Not�s -�-'—" ""-` � ._. . �"` . . . _.__ . ��. ��°' �� SI c�p e v i ,�`� r� ' I . .• - ' - . ', __._. �..,,.,,, ...�...- . 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' Cc�p .Rail, • R�: 5/1�7 . . . , . :. . . . . . -, - , ,s � � �� �� � � . �� � . . � F�nf�h�d c�rade � . . �1 . . �� ' . . . . -�-�,.'"'__'" �___��_.. - . . . . . . . . � - � To of Ram . .; ; � r , r;��.��°4��d ,.�': � �'��'r���' ;�;� , �' � • . , , � : , . • , . . � 'y ' , ; . . - P P � ,Ifi � - s� � `� ,�., , t Slte Det�t�S � � `�� '` � °��'° � �� � • . . • ' ' " ' � � �J�. � �� . . . . � . :. , ` , . . -_...._ Exrs i g uccc► a � � � � ; •� , �� � , . �, { �, �� � � � � � � F,, � � �, , � �, �, ,� �' � �'�'r� �F i n i sh�d" ra d�e .�t � •� � ` : - • " : �. , : - . � ' . . . � ,. �, f� ,,'',, f �.� ` ,� f f� ,, �, �,,� , ,��, �,r,�,, �, �,� � � ,,°' , �, r ,, f �,� ; �, �� ; �, �.� ,,- �,, �� ,� �, i s ,s'� ,� , � . • - . . . . - � ,� �``�°` ,� r , � ,% '`` �' ,/r ,! �' ,� ,�`� �' ,� ' ,� �'` ,� �` ,�f �` .� .� ,� � f � . � j / � ,% f ,�� ��,� � B���c�m. o f R a m . � � � ' � ,� '�' �,` / f `f �,' '� ,` � `t`f �'�,f 'f r' /` s� '�,� ,� r�� `f / ,/ r� '`�� 1 . r r ``� �° / �� �.� f' r�f `"� e` � '�O 1 r` .� '� . � . . � f'` � f . / r f' ' r /` s / � r r � �/' , �O� tCr SGQ�£.' ......................... , . . . . . . . . � � Estimated Existing Sub-Grade Decking ����'������:� ....�. ,.�. ....... ;...._ . — �. . 4 11 f . ��/�j� ��1A��\R! *VY V��4►� � {�'aU�rd ��[11�1 � NC�T TC� �CALE �� NC�T TC� �CALE �� SHEET � {�F � � NQ.�: — -- White Birch Qutdoor Log Set with Grate - ����5� ��T�� Ta ��� �„X �„ #W-�4, By Peterson. F�1 R E P I T M A T E R I A�S �I � T: PLAQUE WiTH MAP SHOWING Fili Pan with 4-6" E31ack Lava Rock, FiN uoids with PANIC BUTTON LaCATI�N MECHANlCAL COMPO�lENTS 1-1�" - 2" Biack Lava Rock. 11�}x 5,� 2}-10„ � ,-q-�" A{I mechanical elements should be �overed by lavr� � rock, except flame sensor. For Panic Buttc�n Loc�atian RE: Electrical 1TEM; VARIC?US, RE; DETA�LS 2,> 5,_3>, �„ sheet E2.o, LANDSCAPE ARCHITECTURE ---- 16-�" Wid� x 4" 1`hick Sandstane Cap � 2" overhang at outer �dge. �„ Rc�dius on A11 Edges CC7MPAI�Y; HEARTN PRC�Dl,.1CTS C�JNTROLS ��►�°�L,�t��►�� CONTACT: WWW.HEARTHPRc�C}UCTSGC}NTROL�.GOM u�$������� L8 White Birch Outdoor Log S�t with Grate ]340►.awrenc�s#reet,Suite too Gafvanized Steel Angle to support Stainless �. � #W-24. By Peterson. P, 4877�--585-98Q0 Denver,CC� $02�4 j 303.�92.�566 �.-�.y�n Steel Pan. Spaced Evenly Around Perimeter ��--_. .� -,--.-- � ���=�° for �evelin Bolted to Stainless Stee! Pan. " �`"" =�r_---� „ „ g' -'� 16—� Wide x 4 Thick Sandstone Cap PEf�FORfiTED METAL ACCE�S NATCN DO{�� ., �-- ° ..............�....................,.�.....�. � .-�-�-�..�� ,� �c,; � ,�;�^ _ _ �; ..... . ... S,S. Pin (2} Min. Per Stane Cap Pi�ce, . ,` 9 9 � ��'t��� ��` ���Cl�t��7° �-- - r�� -.�__ .�- �_ -�-�---�-�_ � 2" 4�erhan at oufier ed e. " Radiu� on - �`��' ���== �{�;�; i,% ,-' ' '� E �x Ca To Pins .. �,r � ��� � r -� � �,� � All Ed es ,� ,� r J � .o'� f �/ g 7�rls ����a�ra�raz T� ��r� {�r�c����� d- ,�,����,��;�'' �, �q��- .� � � -�; � � r`;� � �' � � f/ ,f� ,°` - .' ,�` ,� ,f� ITEM: �QUARE PERF4�RATION �lZE �` _ ' /°�.r'�,��°�`/,�°�! u � /� ��./�°' ,�.�'�/f s� ./�,�``�,�`'�r'�� ,���.•'`;'"��`/°``�,`r�' ,�',`��.% / ,� � �> „ �rf��l,� ��ign �p. �`fre €s�e�s �r�d L�. �_ � , �� , ...:.�� � °��; �-� �: `..: ; _�.��, . . . _�:-; �-_,.:�, , , , � .. Und ' � Sto11e Veneer, To MatCh , �l'�F'1 �destgr� �r����-�c�rsa��� c�r� �rat� 8 tJpp�r Cancrete Surro �: . , � -_ _.. , : Stane Veneer, Ta Mat�h Existing Retail RE: Arch -- T A#G � ����,���,� ,� �,r� instrurrr�n� �� . _ _ 1 1 8 S E� HT CENTERS L8 . . �. �:�:: . .; .., a, . .-� WI DTH, 44.44� QPEN AREA ��� . . I �... � ,� �. � ,.� EXis�itlg Re�UI{ RE: A�`Gh � � �r��d f�����af��r pr����s�ifh �f c� �� ,d.. � � �''''~-�-..,__ �;� a� 9„x 12" Hin ed Access Hatch w Fin er ������ . ����� �,,� � � � � Mortar, Raked �loints � � � 9 � 9 NCaTE�: Tt� BE PAINTED TQ M/�TCH SITE METAL µ.....�ri...��.�-.•.......�..�M.•H.............�-�.H�-. � � ° �� '=-�`� -�-- -�-�- '��' 9„x 12"' Hin ed Ac��ss Hatch w Fin er �- � Grommet, Hatch Door to b� 1'erforated W0�'K � � / 9 Metal, Painted, RE: Nates �� Grommet. Hafich Ctoor ta be Perforated p � V`� „ . � Metc�l, Painted, RE: N4tes � Access Hatch F'ar �ervice Shutoff 1L� CQMPANY; M�NICHC7�S COMPANY ° c� £ � -- 37" Diameter 5tainl�ss Ste�l Pan � , �{� , � � . � CQNTAGT. . . . � `i � 3 y �ar Prc� uc s c�ntrols �C� __... � �.� . , ��4 , H d � �.p - � , . � 4 � � . - - � . � , � _� ' A� . 9, 7 a.. � e ` . _._ � 4 . �. Deck Surfac� RE Nc�tes L3 & L6 �a �. . , < . . #5 i�- 7 E3 th t '��� _ �. . � a m . r ,� a �gi ° � �° < k. , x ..-n � '. , a. - ..._�� ,. . - . .. � � ; � . . a urr � � � � �� 6` . a � � ° ° � p � _ 10 �ower Can�r�te S aund � � � � �@. P � {� � 23�7 382C} ' �� 8 0 .t a , fi £ a , w,a _ � e z � k � � s �� � . a � �� � � a ; � � . � a � b �� . t � t � t m .� � � �° �� a ���� � � ` -� � - Galvanized Ste�! Ar�c�le ta Suppor n erior ra es SAND�T�f�E CAP r-�,��t����, , Deck Surfacinc�, 1" Galvanized Stee( 1„ Galuaniz�d St�e! Grate to Provide 6" Air & '�- ; '���� RE. Notes L3 & L6 Grat� Riser For Valve [TEM: I�EW MEXIG� BUFF �TR#P 12" x 1�" Stainless Steel Box Thermal Gap Rectangle �ire Ring, By Hearth Prc�ducts Controls Remote Hot Surface Ignition {HSI) System �IaTE. TNIS SAND�T�NE W1LL BE U�EQ � � �MVK—HS115t�—� mount�d in 572 Valv� FC�R BC7TH TNE WAL.LS WITH FERlCI�I� . Box. By Hearth Products Controls F4r Panic Buttc�n Locatian QN THEM 8c THE FIRE PiT � RE; El�ctricc�l 5heet E2.4. �" ����� F'iaza Drain, Re: Mechanica! C�MF'ANY: H1GH PLAINS STt�NE COC�TACT: WWW.NIGHP�AlNS�T�NE.CC7M 1 �'ire it C}e�ail - �e�tic�r� � Fire it Detail - Back E�evation �� ��°��-��� ����� L� NC�T TQ SCA�.E �� C�C�T T(� �CALE CERAMIC L(JG SET ITEM: 24" WNITE BIRGN LOG SET {W—�4) CC}MPANY: RC�BERT H. PETERSON �0. CUNTACT. WWW.GA�LaGSF�REP�,AGESANDM�RE,COM P. (888)-443-1 U1 U _____ _, 16-�" Wid� x 4°' Thick �andston� �ap ..--� °-.. �,,.."'' � -� `"`,,,.,,,� ~�""` �•,(�ar���°���''� �ef�.'—�`--•. ��`„�..`�.''�° �` `�rr QYE.'CrMCltlt,� {7� C7llt�'t" �C.�{�E. ��r �QC�It,iS t' ° • �,�, c, ```�' r ` £7Cl CI�� �t�C�£;S ,,�`'f �;, � . � � �`•�, Ston� Veneer Beyond, To Match Stc�ne Veneer Beyond, To M�tch ,,,� ., , '` �X�y ��/� � . . � ` � � ., Existin Retail RE: Arch ; .� ,�`. �t�ane Veneer Beyand, To Mcrtch �,+� ff � . . �.\ Existir�g Retail RE; Arch � � �. ' f4 r� • , �� Gas Line w'sth Manual Shut 11� f `� j" ` ': .� ., , ° ���,��� �xisting Retail RE. Arch �` � ; . � ' `�, " Mortar, Raked Joints Off Valve (for service anly� , ` ;, ..---,,,�' �� � �'�� �k, � �� ,� '�"� _:.�"��� � � ��� f'� - _ �Rp�� , . y 5' Diarr�eter Stepped Concr�te Surrc�ur�d - --- 9 inge ce s atch wf Finger � . �,/ u.�`�, 4. `�� �*.� "'° ` ' . �. �' � • __�_. � - : Tca �te �i" wide Bottom Ste - 1Q" Wide Grommet. Match Door to be Perforat�d . , �� �`��.�'{, � � � �,� f �:.` 9"x 12" Hinged Access Hc�tch wf Finger � I� � � s P P = P ' Metal Painted RE: Not�s � , ' � , � ��������`'����� '����r-f . ,�� ■� ! , xr v � r o ��, �� „� �����r=�d,������,��sa„����������, * 3 �, � Gromrr�et. Hatch Door `�Q �J� p�i"�OI'Q��C� f a � .� ���'�`, ���`�� �r���� �.� �� � �;,� M��al, Pain�ed, RE� Nc�t�� � f � E � � 9 x 12 Hinged Access Hatch wf Finger , " , ������ ������,��� ��� ����`�����, ,Y� , - ■.�...f j • - • ` Grommet. H�tch Doar to be Perforafied , '� wft,, � �-��'��'��� �,�� �� �, � . �_ Metaf, Pait�t�d, F�E: �lotes _.__ � `� ����' �#�3,q,� � I> i�e d .� �?" �y+.��. .� � f 1 i ���� `� . '` ,�.s`�`t f.'��y'�5,.��w�'� :�`�r3�`���,,,����'��`"i`? °� �. +, ��� � w � f�f � �f�' .f. ���s�tt���� �3'�.. _ p,g Ty��,`k,,��1�`£?:A .'��. +� -. 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Fill � ' � � r �, �� � �a�`��� ,.� �� ����`t�a�����`� r`t �.. es rt �� \ / � / � r ��3'`�t�;�&" t r�> '� E,x .r ^,� �� `s.. r _,... � _ � . , tr t, � , ;:�. ���,����� ����������`; �, � , voids �nrith 1-1� 2 Biack Lava Rock. � � 14- Diameter x 1 Thick Galvanized °' '" ' � ` � °;����'��'���`� '� • . �,.<° `' , �� . � � _ . ��, � � .. 37 Diameter Stainless Steel Pan � , f � � Ali mechanical elements shc�uld be ,, z . . � Metal Grate C�ntered c,n Lower Grat �570-37, By Hearth Praducts Controls � , . � �,� cav�red by iava rock, except flams ��� ° �� ' � � ,,f� t �C,. `�` .. � SBt'i S C7t'. �...•.. �.... ,, - _ . ° • ,, Ga(uaniz�d Grate Attachments �� ` , ` `. 4;, ` �,,... � `�,� ° .A jr' 12" x 18'} Stainless Steel - Rectangle ��-,,� . � • A ` f,,.-'f Fire Ring, By Hearth Products Gontrols , � , �,, � � `� j g �;%� White Birch Qutdoor �.og Set with Grate � � � ``_.. � ..--- ,��` � '� £ ��` �W-24. By Peterson. � � _______ , , ;;��; �� '� C? 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A SNOW REMOVAL PLAN I5 TO BE INSTITUTED AND DOCUMENTEQ PRIOR TO INSTA�L.ING NEW PATIOS � , � , . \ ��� � DESiGNED: 1�S � �, = F,� � ��: a \ � � � � ,.: �--_ �=._ , �� � � � � , � AND PLANTERS. ; � � __i � , `� � V � •�i—_ ORAW�1: JW i � � i ` `� � � �� � , 2. SNQW IS NOT TO BE PILED OR STORED ON PQOL DECK AT ANY TIME. � � ; i cN�c�Ea: �aJ�� ; s i 3. SNQW IS TO BE REMOVED WITHIN 48 HQUR5 �F SNOWFALL, � � I ; 4. HAUL A�� REMOVED SNOW AWAY FRflM THE POOL DECK. DATE: 02-19-09 , t REVlSIONS: � LOADlNG ; ; , , X,;:;' � ,f� � f�� � � � � 1. � INDICATES LOCATION WHERE A SNOW ME�T SYSTEM I5 REQUIRED. IF THE SNOW MELT � a3�3i-09 t ; i .� ��__ 3 , , ! SYSTEM IS NOT OPERABLE SNOW MUST BE REMOVED FROM TNE AREAS WITNW 48 NOURS OF SNOW � � � ���� ; FALL AND W1TH MAXIMUM ALLOWABLE FRESH (48 HOUR) SNOW DEPTH NOT TO EXCEED 4'-0". , ; ; -,. ; �___�-- _�� , r 2. � � �,'�� �_�� INDICATES PLANTER LOCATION WHERE SNOW REMOVAL IS REQUIRED WITHIN 48 HQURS OF � � � � ��' ���� � ; � ; ' cn SNOW FA�L WITH A MAXIMUM ALLOWABLE FRESH SNOW DEPTH NOT TO EXCEED 4'-4" i �; � t� ' ; � `� C(��1�ARTlN f MARTIi� 1997 � � � � ; � 3. � ._ _ . __� INDICATES POOL DECK AREAS WHERE SNOW FALL MAY REMAIN FOR EXTENDED PERIODS. r � ; � �' f� i STORING OR PILING SNOW FROM OTHER AREAS IS NOT PERMITTED AT ANY LOCATION ON THE POOL i � ; � � ' z ; ` DECK. l'L , � , Usqi � � � d � t Z � � I Q i � . � : Q z > �-- �z � � POOL DECK� � � Q; � � Q ; o : � � � � � , �� LOAD PLAN __ _,__. . t !; � ' �� -�� � (� r ,f ; � `' ' �- ; � SHEET NUMBER: , - � '� � � � � � "� � ; ■ C> ts : {� ; �v S, ' " . ` � : _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ GENERAL NOTES DESIGN CRITERIA Z W I-' W �, 5EGTION 1 - GENERA� REQUIREMENTS 3.2. 1 ftEINFORCING: FIREPROOF ALL STEE� FRAMING TQ MEET THE INTERNATIONAL BUILDING 1 . CODES AND STANDARQS USED IN DESIGN: � z ' ^ z N CODE ( IBC) REQUIREMENTS FOR A 3 NOUR UNRESTRAINED RATING. � z a � ;; 1 .0 DEFINITIONS: A. REINFORCING: ASTM A615/A615M GRADE 60 {GRADE 420) DEFORMED SUBMIT PRODUCT INFORMAT(QN PR4POSED MATERIA� THICKNESS AND A. INTERNATlONAL BUILDING CODE 2Q06. W d � � i B. WE�DED AND FIELD BENT REINFflRCING: ASTM A�46fA746M, GRADE CONTRACTOR QUALIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO � 2. WIND LOADS PER IBC 2006 �' � ' ° � � 0 0 0 � A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO INSTALLATION. OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . II Z �- � N � ° m 6Q (GRADE 420} DEFORMED 'ENGINEER' MEAN THE STRUCTURAL ENGINEER OF RECORQ. OTHER C. WELDED W1RE FABRIC: ASTM 185 PLAIN OR ASTM 497 DEFORMED, 74 WIND IMPORTANCE FACTOR, Iw. . . . . . . . . . . . . . . 1 .0 I- � � x o '° m ENTITIES ARE SPECIFICAL�Y NQTED AS :CONTRACTQR'S ENGINEER" , KS� 5.2.2 CONNECTION MATERIAL: BASIC WIND SPEED (3-SECOND GUST WIND 5PEED) . . . . . 90 MPH � z � m � � ° "MECHANICAL ENGINEER" , ETG. D. SPLICES: EXPOSURE CATEGQRY. . . . . . . . . . . . . . • . , • • • B � o N o � ° � 1 , LAP WELDED WIRE FABRIC A MIN{MUM OF ONE MESN SPAGING. A. HIGH-STRENGTN BQLTS: ASTM A325 OR ASTM F1852 3. GRAVITY LOADS ; 1 . 1 . 1 EXISTING STRUCTURES: E. MISCELLANEOUS ftEfNFORCING REQUIREMENTS TENSION-CONTRO� TYPE 1 HEAVY HEX, PLAIN UNLESS NQTED 1 . PR�VIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TQ SECURE OTNERWISE. PRQVIDE TENSION-CONTROL BOLTS WHEN EVER A. GRAVITY LOADS TABLE A, CONTRACT DOCUMENTS NAVE BEEN PREPARED USING AVAI�ABLE REINFORCING IN PLACE DUftING CONCRETE PLACEMENT. POSSIBLE. DRAWINGS AND SITE OBSERVATION AS PERMITTEQ BY ACCESS 2. MAKE ALL REINFORCING BAR BEI�DS IN THE FABRICATOR'S SNOP g• WELDING ELECTRODES: AWS D1 . 1 , E70 SERIES UNLESS NOTED LOCATION SUPER-IMPOSED ��VE LOAD, PSF LIVE LOAD PARTITION RESTRICTIQNS DURING DESIGN. UNLESS NOTED. OTHERWISE. D£AD LOAD, PSF REDUCTION LQAD, PSF B. DURING CONSTRUCTION, TNE CONTRACTOR MAY ENCQUNTER EXISTING 3. NO WE�DING OF REINFORCING PEftM13TED UNLESS NOTED ON C. EXPANSIQN ANCHORS: WEDGE TYPE, REFER TO DETAILS FOR puERFRAMED COND(TIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE MATERIAL, GRADE , AND FINISH. SUBMIT ICBO REPORT. DECK 65 100 NU -- ° PROJECT DOCUMENTATION (QISCOVERY) . CONTRACTQR SHALL NOTIFY WITF! AWS Q1 .4, LATEST EDITION. �„�,3 NON-COMPOSITE METAL DECK METAL STUD ' THE ENGINEER QF ALL CONDITIONS N01' PER THE CONTRACT 4. PROVIDE ADDED REINFQRCING TO TRIM ALL OPENINGS, �lOTCHES, DOCUMENTS. EXAMPLES INCLUDE: AND REENTRANT CORNERS AS NOTED !N TYPICAL DETAI�S, IF S U P P O R T E D 4 5 6 Q N O -- - SIZES OR DIMENSIONS OTHER THAN THOSE SHQWN. NQT NOTED, ADD (2) #5 BARS EACH SIDE OF A�L OPENINGS A. STRUCTURAL STEEL OVERFRAMED DECK DEGK - DAMAGE OR DETERIQRATION TQ MATEftIA�S AND CQMPQ�IENTS. LARGER THAN 10� ANQ ALL REENTRANT CORNERS. EXTEND 2'-0 1 . DIRECTION OF METAL QECK NOTED ON P�AN THUS: � - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. PAST EDGE OF OPENING. 2. SLAB SHALL BE 5 1/2" THICK MINiMUM ( INCL.UDING METAL NOTES: SUPERIMPOSED DEAD L�AD EXCLUQES STRUCTURE SELF WEIGHT BUT - ITEMS NQTED AS EXISTING QN TNE DRAWINGS SUT NOT FOUND IN DECK} NORMAL WEIGHT CONCRETE. INCLUDES THE WEIGHT OF ALL OTHER PERMANENT MATERIALS. L� THE FIELD. 3.2.2 STRUCTURAL CONCRETE MIX REQUIREMENTS: 3. REiNFORGE SLAB WITH #4 Q 12" OC EACH WAY AND FIBERMESH A��OWAB�E LIVE �OAD OF 6ti PSF BASED ON MAXIMUM ALL4WABLE C. PREPARE DIMENSIONA� DRAWINGS OF ALL DISCOVERED ITEMS. 3Qp, � � D. CONTRACTOR SHALL FIELD VERIFY AL� EXISTING STRUCTURAL A. CONCRETE MIX TABLE 4. FORM DECK SHALL BE VULCRAFT OR EQUIVALENT 2" DEEP, 18 PQOL DECK OCCUPANCY OF 108 PE4PLE AS CALCULATED BY ' CONDITIONS PftIOR TO SUBMITTING SHOP DRAWINGS. GAGE GALVANIZED. MINIMUM DECK YIE�D STRENGTH = 33 KSI . ARCHITECT. MAXIMUM OCCUPANCY OF 1�8 PEQPLE SHOULD BE P4STED ��./ � ' E, CONTRACTOR SHAI.L MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH w � -� -� � = Z �� ~ W v `� PRQVIDE WELDlNG WA5HERS WHERE REQUIRED BY SDI . AT ALL TIMES. ' D f SCOVER 1 ES I N THE CONSTRUCT I ON SCHEDULE. � �- � �� �3 ��,�, �;a � � N �N � o W �W � � � ; W o Q �-�. � Z � Z = � „ �, . ��,. � �,�,�, B. METAL STUD SUPPORTED DECK S N p W L Q A D I S N O T 7 0 E X C E E D 5 0 P S F O R A H E I G N T O F 4 F E E T A T �� F. S U B M I T A D I M E N S I O N E D D R A W I N G O F A L�..N E W O P E N I N G S T H R O U G H W ° � "' Z" a � ��J ��- �o �c.-. Z a� W �- � � ° Z� U X �- � ��-- 1 , D I R E C T I O N O F M E T A L D E C K N O T E D O N P L A N T H U S: �� � -_ �_ z oo � d c> � ¢ � b� w � ( EX I ST I NG STRUCTURE, AND SECURE APPROVAL PR I OR TO CUTT 1�JG. � N � �J�� � � Z"z � �Z �" W � °� » ANY T I ME. SNQW REMOVA� SNOULD BE PERFC}RMED I F SNOW HE I GHT ��.r� � ; , z �, " Z � � � �,�, o � ¢ � 2. SLAB SHALL SE 3 1 j2 THICK MINIMUM ( INCLUDING METAL ��q�HES 4 fEET. ; DRAWING SHALL SHOW SIZE QF PRQPQSED QPENING AND IT S " � DECK) NORMAL WEIGHT CONCRETE. "''+��,,, VERTICAL AND NORIZONTAL LOCATION. CONGRETE 3. REINFORCE SLAB WITH 4x4-W2.9xW2.9 WWF AND FIBERMESN 300. THE LANDSCAPING WEIGNTS PROVIDED BY DHM ARCHITECTS IS BELOW � ' EXPOSEO TO AE, ! � � NW o.40 5s� 3/� 4 s i FRC 4, FORM DECK SHALL BE VULCRAFT OR EQU I VAL.ENT 0.6" DEEP 26 � � ' 1 . 1 .2 USE QF DRAWINGS: WEATHER dR wRA = THE 5Q PSF aEAD LOAD LIMITATIQN DUE TO THE CAPACjTY 4F THE ! QEICERS GAGE GALVANIZED. MINIMUM DECK YIELD STRENGTH = 33 KSI . pRECAST DOUBLE TEE JOISTS, TME �0 PSF LIMITATION ASSUMES � � PR4VIDE WELDING WASHERS WHERE REQUIRED BY SDI . THE SNOW IS REMOVED AS NOTED ABOVE. ,,,�"' � � A. DO h10T SCALE DRAWINGS. NOTES: � -"�� i S. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAI�S, AND 5.3.4 STRUCTURA� COLD FORMED METAL FRAMING: � GENERAL NOTES THE MORE STRINGEN7 REQUIREMENTS SHALL GOVERN. (1 } FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE L� � DETAI�S ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NflTES AND FOLLQWING AGGREGATE SIZE NUMBERS PER ASTM C33: A. RE�ER TO NOTE 5.2. 1 FOR REQUIRED STUD MATERIAL GRADES. TYPICAL DETAI �S. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR ��g°' #g AGGREGATE REFER TQ DETAILS FOR CONNECTIONS AND 4THER REQUIREMENTS. �3� � � ' CONDITIQl�S. WHERE NQ SPECIFIC DETAILS ARE SHOWN, 3f4" #67 AGGREGATE B. CONNECTIONS: WELDED TO DEVELOP FORCES NOTED USING AWS 70 '/'� ; CONSTRUCTIdN SHALL CONFORM TO SIMILAR WORK EL�EWHERE ON THE 1 �57 AGGREGATE SERIES ELECTRODES OR SCREWEQ WITH SELF-TAPPING SCREWS. � �./r/ � � PROJECT. 1 1f2" #467 AGGREGATE C. LOAD BEARING METAL FRAMING: ��� i 1 . 1 .3 TEMPORARY GQNdITIO�fS: (2) TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND 1 . MAXIMUM GAP BETWEEN WALL STUDS AND TRACK SHALL BE 1/$" . "C� � J ENTRAPPED AIR +/- 1 1j2%. 'N' IN COLUMN CNQICATES ADDITION SHIM AS REQUIRED TO ACHIEVE TNIS CRITERIA. ��.� � THE STRUGTURE {S DESIGNED TO FUNCTIQN AS A IJNIT UPON OF ENTRAiNED AIR IS NOT PERM{TTED. 2. A�L BRACING AND CONNECTIONS SHA�L BE COMPLETE PRIOR TO � COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING {3} ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS; PLACING CQNCRETE S�ABS ABOVE. = A�L TEMPORARY BRACING ANQ/OR SUPPORT THAT MAY BE REQUIRED AS AE = AIR-ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR � � ��,.,/ ' THE RESULT OF THE CONTRACTOR'S GONSTRUCTI4N METHODS AND/OR FOR STEE� TROWELED FINISHED F�OORS. � WRA = WATER REDUCING ADMIXTURE. �C'� SEQUENCES. r � (4} ABBREVIATIONS FOR OTHER REQUIREMENTS AS FQL�OWS: � 1 . 1 .4 SUBMITTALS AND SUBSTITUTI�NS: FRC = �IBER REINFORCED CONCRETE. � 4 (5) FOR CONCRETE PLACED BY PUMPING PROVIDE CQNCRETE MIX r� A. SUBMITTALS: F�QWABILITY TQ FACILITY PUMPING. � � � 1 . IF THE CONTRACTOR REQUESTS A CHA�IGE FROM THE STRUCTURAL /"""`\ i QRAWINGS, IT SHALL BE APPROVED BY A�TER GONSTRUCTION AND ����r � DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHQP 7�` DRAWINGS. VARIATION SHALL BE INDICATED ON THE SNQP 3.3. 1 PLACING RE {NFORCEMENT: � DRAWINGS. CONTRACTOR SHAL� COMPENSATE MARTINjMARTIN, INC. FOR MAKING TNE CHANGE. A. REINFORCEMENT PROTECTION 2. CONSTRUCTIQN Q4CUMENTS SHA�L NOT BE REPRODUCED FOR USE IN 1 . CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR SUBM I TTALS. EARTH: . . . . . . . . . . . . . . . . . . . . . 2„ B. SUBSTITUTIONS: E�lGINEERS APPR4VAL SNALL BE SECURED FOR A�L ' SUBSTITUTIONS. B. REINFORCING PLAGING TQLERANCES: PER ACI 117. . C. NONCONFORMANCE: N4TIFY ENGINEER OF CONDITIONS NOT C, PROVIDE ACCESSORIES NECESSARY TO PRQPER�Y SUPPORT CONSTRUCTED PER THE CONTRACT DaCUMENTS PRIOR TO PROCEEDING REINFQRCING AND WELDED WIRE FABRIC AT PQSITIONS SHOWN ON W(TH CQRRECTIVE WQRK. CONTRACTOR SHAL� COMPENSATE PLANS. ALL REINFORCING, DOWE�S, BOLTS, AND EMBEDQED P�ATES � MARTINjMARTIN, fNC. FOR DESfGNlNG THE REPAIR. SNALL BE SET AND TIED IN PLACE BEFORE THE CQNCRETE IS POURED. "STABBING" INTO PREVIOUSLY PLACEQ CONCRETE IS NOT 1 . 1 .5 OSHA STANQARDS: PERMITTED. THE STRUCTURE IS DESIGNED TO FUNCTIQN A5 A UN1T UPflN 3.3.3 MEP AND OTHER OPENINGS AND EMBEDMENTS: _ .___ r_ ._ . COMP�ETION. NQTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL ; , BE CONSTRUED AS ELIMINATING THE NEED FOR TNE CQNTRACTOR TO A. PROVIDE S�EEVES FOR PLUMBING AND E�ECTRICAL OPENINGS BEFORE ' ; CONIPLY WITH A�l. QSNA REQUIREMENTS. P�ACING CQNCRETE [REMOVE METAL DECK AT SLEEVE OR QPENlNG � A�TER CONCRETE HAS GUREa. ] DO NOT CUT REINFORCING WHICH MAY � � THE CQNTRACTOR SHA�L ADD ALL NECESSARY BOL.TS, ANCH4R BOLTS, CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. , � ' PLATES, STIFFENER PLATES, STABILIZER P�ATES, BRIDGING, � ���� ����� � � BRACING, ETC. , AS WELL AS CLOSURES FOR QPENINGS. IN 3.6. 1 NON-SHRINK GROUT: CONFORM TO AS7M C1107, GRADES B, QR C. �, . -� ,� � AQDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ;;� t•`��"�` � ����� ' '� HAZARD. � -- ���` �,., �, ..r,�� �,�.�,�.``;� , 3 Q SECT I ON 5 - METAl.S � ..�:� ������� ` o i o' ' � WHERE THE STRUCTURAL DRAW I NGS APPEAR TO CQNFL I CT W I TH OSHA .��,:�;w�r3t.ztan��;,� , �' �i � � REQU I REMENTS, THE STRUCTURAL DRAW I NGS REPRESENT F I NAL 5. 1 . 1 CONNECT I ON DES I GN. PROV I DE CONNECT I ONS AS SHOWN I N THE �'��'�°�'����°"��`��"� ° ° � ;"' CONDITIONS ONLY; THE CONTRACTOR SHA�L ADD ALL ERECTION STEEL BEAM CONNECTION SCHEDULE AND DETAILS HEREIN. PROViQE e� �,�. "' ! �' � � FRAMING AS MAY BE NECESSARY TO C4MPLY WITH QSHA. " � N , � .o � 7j8 DIAMETER A325 BOLTS AT AL� CONNECTIQNS UNLESS QTHERWISE �--- � � �- � NOTED. 1 .3. 1 SPEC{AL INSPECTION: �■�■n...�� �' �, > � ; ; 5. 1 .2 WELDING REQUIREMENTS: � �` �� ; SPEC I AL I NSPECT I ON SHALL BE PROV I DED PER I BC 2006 SECT I QN JOB Nl1MBER: 21330.S.01 � �- {' � 109 AND CHAPTER 17. 1'HE LIST BELOW IS A SUMMARY OF REQUIRED A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSIIVG THE �� ty TESTS, REFER TO THE SPECiFICATIONS FflR DETAILED TESTING �� �' ' , �== ' ° APPRQPR I ATE A.W.S. QUA� I F I CAT I ON TESTS. DESIGNED: ��15 v �� `�E ; REQUIREMENTS. B. MINiMUM WELDS: AISC SPECIFICATION, NOT LESS 7HAN 3/16" - --� � ,-- � � i ; FIL�ET, CONTINUOUS UNLESS OTHERWISE NOTED. ORAW�J: JW STRUCTURAL STEEL: 1 . WELD SIZES AND LENGTHS CAL�ED FOR ON THE DRAWINGS ARE THE ' ! ' ! � SHOP AND FIELD WELDING NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXI5T CHECKED: KD/J� � ' ; j i � SNOP INSPEGTIflN OF EMBED PLATE ASSEMBLIES AT THE FAYING SURFACE. : , - HIGH STRENGTH BOL7ING 2. WELD SIZES SHALL BE AS SHaWN UNLESS A GREATER SIZE IS 0�1TE: Q2-19-09 POST I NSTAI.LED A�lCHORS � `' � � � - REQUIRED BY AISC ASD-1989; J2. 1 .b AND J2.2.b, ' � � � � � C. ALL GROOVE WELDS SHALL BE COMPI.ETE PENETRATION UNLESS NOTED. ! � SECTION 3 - STRUCTURAL C4NCRETE REV�SIONS: `'. s � � 3. 1 . 1 A�� WORK SHALL CON�ORM WITH ACI 301-99 UNLESS NOTED �•2• 1 STRUCTURA� STEEL MATERIAL: PROVIDE THE FOLLOWING UNLESS � 03-31-�9 � i ; OTHERWISE IN DRAWiNGS OR PRQJECT SPECIFICATIONS. NOTED: � ' '� a > ' A. WIDE FLANGE AND WT SHAPES: 4 ; ; ; 3. 1 .2 DETAIL BARS IN ACCQRDANGE WITH TNE LATEST EDITIONS OF "ACI ASTM A992 fA992M GRADE 50 (345) . . . . . . . . F Y - 5 0 K SI ' ` ' � ' DETAILING MANUAL , PUBLICATION SP-66 WITH ADDED REQUIREMENTS ; ' ' ' � OF THE PROJECT SPECIFICATIQN AND "BUI�DING CODE B• HOLLC}W STRUCTURA� SECTION (HSS) : , ' � ' ' 1 . RECTANGULAR ASTM A500 GRADE 'B' . . . . . . FY = 46 K51 f � Q � � sQ � REQUIREMENTS FOR REINFORCEO CONCRETE" , ACf 318. C. S, M, HP SHAPES, ANGLES, CHANNE�S, AND QTHER STEEL NOT C�MARTINfMART1N 1997 � > i � � f� ; i � j �; o ; .� � � I DENT 1�I ED: ASTM A36�A36M. . . , . . . . . . F 36 KS I � j `� � � ; Wi � i � . . . . . . � � d ' � 4 D. PLATES AND BARS ASTM A36/A36M. . FY = 36 KSf ` � � ; �'j = " z ; s ; � E � ; � � Q ; � E. METAL STUDS AND TRACK. . , . . . . . . . . . FY = 33 KS I : � ; �� � � ; ; SNEET TITLE: � � ` �� � ` AL� NEW STEEL SHALL BE PAINTED WITH A RUST INHIBITIVE PAINT. ° ` �� � 1`� ' ; GENERAL �lOTES i � ' � = ; � f ' � : � � `� ! a � ; LIGHT GAGE METAL STUDS AND TRACKS SHALL BE GALVANIZED. i � , � � � a � t � __ , --- � i i ' (Y i f � ( � ��3 � E � � `'1 j , � . ; ' � sw���r NuM�ER: i `` i r S i I �� ��� V �i'� � ' f . `' ! ; � i 1 � } , � r - � �" ' i ` ti , . , C� ,, i ` i , i � - � � ..^� �1 i � ; . �� �� :' � �" t i` ,� �'�`,; ` ( . I � �"�l i rr�� ' : . . � , •_._ i,. �_ , _. . .... . .. . __. .. _... . ... . ... . . ... ._.. ._.. .. .... . .. ..._ ._._. ._ .. .. . _ .... . _ . .. . . ...... . . . . . ... _ _.. . . . .._ . . . .. .. . . . . . �_.._ 4. ._ :.__. t__.. _.__.__.._ .____..__ . _.__._.___._,. ..__.. __.._..._._. .____... ____...__.__ _._.._ .._ . . .____.. . .,..,___ _ ....__...._ ._.._._._.__..._.__ ____,...____.____._..._. ... ___._.___. .____._____�..._.._.____.__...�..____.._...._.�._..______.._._._.�___ __.'__.____,__._._.__ . _.__._,.._ _._...�_.._._.___..._�_... .____..__._.___.._._._,.__..__ .____...__ ._.__ _. . . . . . . . _ _ _ _ _ _ __ _ __ __ _ _ _ _ _ _ _ _ _ Z � a w � W N C�: Z W - Q � � � � Z a CQ � Q o o � ~, �` � o � m z z � � 9 0 � t= � �, � ° m �." � w ° a '� ct �y � I.L .Z � m o � D d 3 ❑ O � C] N a � m � s (1;') 13t�'ILT�I.tfG ; i 12 � s 3.0 � ftE: ARCH FOR P�ANTER INFILL � � 3 • TYPICAL. DEAD L.OAD NOT TQ """"""�' � ! 3.0 3.0 EXGEED �0 PSF _ � _ _ L� ; 2 � � ' 3.0 � - - - ��.�/ �� ; d J � � i � � �� j ( I � � � � - - - - � � � ��� �� � ( � � i � � � i � � � � � -HOT TUB TO SIT �� � ; i ; ON (E) CONC DECK LIVE LOAD LIMITED TO 60 PSF ' � � � � OR TO 108 PE4PLE ON � ° � � ' ' ' ' ELEVATED DECKS � i i i i a� 0.6C26 �r � �i � �i a �i � �'�' ' ' ' ' ` BRACING. (� � ,,,�''"' � ► I� � I� , I► � -""'` � � ( TYPICAL. II ! I I � Q ' RE: 5 jS3.0 BRACING. � � � � 7 �� � � 0.6C26 , , - - TYPICAL. � � 0.6C26 3.1 ' � _ � ' i ' RE: 5/S3.0 � i � � i ±� � i ¢ � i N i � .� � �� � � � i r i � ���, f - - 1 , �,� i � � � i i i � � � � � ¢ , � -ok � � � � , � � a.6C26 ( � � � MAX � � �TYP ! w ��:�... � ; � ' TYP � � � � ...� ti � � ' � � � � - - � (F;') I'CIC�L � � � � I 1 1 1 / ( I � ( i I I i � ' i (I 1 II I �I i It i � � � a � � � � � � 6,� METAL STUC1 �� � i� � �� � i► � ? � �� �WAI�L TYPICA�. � ' v� RE. 2fS3.0 �� , `� r '� ■ •k _ ; - - -'. � � - - - - � .�� � � � 2 � � Q % � � - - - - �UARDRAIL. RE. 6/S3.1 FOR CONNECTIQN 3.0 3 � � �� TO (E} WALL. RE: ARCH FQR LOCATION ,�.,�, �.� Q � 1 AND nETAI�S. � - - - - � _ ��.. 3,0 3.0 � , RE: ARCH FQR PIANTER INFfLL HC?T TUB TO SIT '-�}' TYPIGAL. DEAD �OAD NQT TO ' ON {E) CONC DECK Y MAX EXCEED 50 PSF _ � � ' � � � TYP `� � ; � � � � � � Q.6C26 � f � , � p I I - _ - �2 3 LIGHT POLE ' I � 3 � RE: ARCH a i ° -- ` " / 3.1 � � � ' � �� � � � � F BRACING. � CQ4RDINATE LOCATION OF ' � G�ASS EDGE RAIL WITH i 3 Q ���_ TYPICAL. 3.1 �YP �� � RE. ARCH FOR P�ANTER INFILL ARCHITECT. CONNECT PER � i k � r- I � _ � RE. 5/S3.0 _ _ 3 � TYPICAL. QEAD �OAD NOT TO DETAIL 1/53.1 TYPICAL , , , EXCEED 5Q PSF ; � ' ' ? � i ' � W12x14 W12x14 W12x14 W12x14 i ' � `_ , I I ;,.�' i -_ -_ __==_ - - - - =___ _ _ _ ___ _ _ _ _ _ _. _ _ _ _ _ . -. .:. . ,_ _ _ _ , , _ : _ .: . _ ��� _ . _ � ��-Q�� 3/16 3 SIDES DECK NOT SHOWN Z � 10° 3�16 FaR CLARITY '� �" w T.O. DECK � ' � �� � � � � Q � W o 0 REINFORCEMENT IN o � �' �CflORDINATE � � � X � W/ ARCH i (1} #10 TEK SCREW � � Q o � ,� — — FITTED STIFF PL3/8 DECK �JQT SHOWN EACH SIDE EACH SIDE OF WEB ` � 3x3-W2.9xW2.9 WITH Z z � � ° o '° ' CHIP AWAY (E) GONC TOPG TO T.fl. �_ � �, U ° �, ' ` 1/8" MAX GAP FIBERMESH 300 � N ,� � BETWEEN TOP OF DOUBLE-TEE BM FOR P�ACEMENT E- � W � � � � STUD AND TRACK OF RAMP BASE TRANSITION 6s_p°� 2�_��� � Z �, m � � ° W � ,�`j (N� CONCRETE LANDING. V.I.F. w 0.6C26 METAL � � N a � o � � � SLOPE TO MATCN SLOPE � D E C K W/ 3�' ( � � � OF RAMP 1'1� CONCRETE RE. 9�S3.0 FOR � cL 2505162-33 �"�`""--������ ( I ADDITIONAL � {F J C.`E�:V'C YF'7'I:' I'.��I�I!�'C � ( INFORMATION 2 _� , „ 362S16�-33 - -------�- � °—� METAL STUD � ( OPTION A TY� WALL. RE: 2/53.0 I I , - - --" -___�_�_. _ ._._.--- - t ----- ___--- II . A. y 'dd d %0 ' . .. � • :1 Q�ad ' d d . , .'< . q� . . ` • � . � d ' .d . d . , � � < � ( CONTINUOUS TOP TRACK .. , .'<� ` � - �� <.d . � . ..<� � ,., . a' as e . �"\, ,4• 4 . , d . • • �d�' . ' `� . , � a 'a , .a. ii � � ( ' � ' ° ' . ° . °. . (l;J I'I t�`,t ,'�1�:`/' . � � � 4.�'a �`." /�C�('f�l,f�; 'l'1:'!' a .a d ea4 . a . �. < F.�. : �U��1�1:4��Sr I� r a • 'd. ; .a . . e ; • ' .a.. Q . � 3 FACE OF STUD . �a a°' �� ��a . � � . .� 1 j8���2 AT TOP TRACK ��/ �� ' � STEE� STUDS � C� �� ; T"' ��;) ����;�c��s�� {��) P�I��cAS7� �j��l� ; � ..r.-. 1�t11�i'�'L PAINT ALL WELDS � � EXI5TING DOUBLE WjGALVANIC PAINT � TEE NOT SHOWN OPTION B � � ; _�. . ____ ----- �__ _____________----- ____ . , __, ._._ __ __._____ _. _ ____ _______ __ w.� _. �_._.�._ ----- -__ __.______�____. . _._ _ _ ____ ---_ __ --- ---___ --,___... . ___.... �____ __- - _ _ . d ____ , ___- _ . . __ _ ,. � _ ___ -- __ __.. �_. � _�,_ � ____ ____.,. _ . __. _____. _ ..___� . __._ . -- _ _. __ _ _ _ _. ._. _ __ __ _ __ 1�� � �vo sc��� CANTILEVERED GIRDER � 1� No scA�� STUD TC� TOP TRACK C0�INECTION 7 3l4" _ �'-o" SECTION AT RAMP � 1 '�+C ; ,� ____ _. . ______--_ ___--_________ ____ __ ___ _____ �_ _ _�_ ______ _ ______ _ __ _________�_______ _ __ _ _____ _ _ __ __ _ _____ � _____ ______ _____.__ _-----____ ____ __.__ � _ �� _ ___ __ __ ___--- _ . _ .__ __ __ __ _ _ _ _ __ __ ____. __ _ _ __ _ _ _ _ _.____ ____ _ __ _ ___ __ _- ___ _ _ __ _ _ _--_ __ _ ._ __ _ _ DECK NOT SHQWN 10 6____�, �3..! �� � '` FOR C�ARITY T.O. ST_L���i ; ALL METAL STUDS AND � �� C� COORDINATE�� W/ ARCH , „ TRACK TO GALVANIZED � �� � 5 -0 MAX RE: 12/53.0 FOR '�� i COQRDlNATE W ARCH � j � ADDITIONAL RAIL I � iC� � � j � �>,t INF�RMATION � � � I i U � � �PL3�8x3 9 j2x1'-0 EACH LT GAGE MEATL STRAP � � � �, , ? W� ��� ��8>,� CJP END j RE: 7�S3.0 ! A325N BO�TS TYP N N TY� 1�g BRACING. RE: PI.AN FOR � � TYP 0.6C26 METAL DECK I � ( �� ■ .� � � — �.,, .� LOACATION �, Wj 3" CONCRETE I I � I I � � �,. �- � CUT FLG OF TRACK `r. � ] � RE: 9 f S3.0 FOR � � , ,N �- � T.O. SLAB . AS REQD TO MATCH T '�'�' ADDITIONA� � � , `- . . . „ RE: ARCH SLOPE � � � � � � 3625162-33 � � � INFORMATION ( � ; `- � ,1:12 � � I I � _ - � ' 1 � � I i� � ( � � i�i ; �� ,; i + + _ 362T125-33 � i , i E � + � � � 3 � I I ( � r� � � � � � �3rr � �- j � �' { 1 ► � I l , . . I I : � '4 3 ct3 " � ��� � C �� ( 2'-0" MAX � � ! ! . n � � � �. � � 5�16 �f�� � ; 362T125-33 TYP "' � I I � '; � ���� 3/16 ` ,; a � . . . . F I1 u n ! � �a , . ' , .a. . ' "a ,:. .a . • I • . . a..... a. . . . . . " • ' •a • ° - . , .a ' '• a. . , d . • M • a t : .. . ATTAGH STUDS TO ., a. • � . ; 1 1/2 1/2 PL3 f 8x3 1/2x0'-9 j � '_ .e. . � 4 � v� • '� �°� � ' Q� a . � a , � RE: s/s�.o � TY� � . :a v�A�� w/ {4) ��o .� .a ° � ' • C �.��� : TEK SCREWS TYPICAL 9 �. . 9 ; <. ''e ' . � e ' ALL NEW STEEL SHALL BE � � ��' °° �° . �• " � � PAINTED WITH A RUST � ��� s 0.177 � PAF C� 12 OC. � e.�� .� da "• : •oy � • (�;�� P���ca�� ��,��� ��� �����a�c�sr � . , - � � �/2" E�gEQ . . � ° iNHIBITIVE PAINT � � 4 : 4 � � d..�.° . I'�il�'f�;l, i � ° �. � � - ± ' 4� e -- EXISTING DOUBLE � NQ CANT�LEVER OR MOMENT � ; � ,; TEE NOT SNQINN � ! � � FRAME AT SIM CONDITION ' i ' i i Q i } I , !�C} 1 i , , ; , � . , _ . . . .. . ip _ _. _ . , _._ ___ ___. _____._. _. __ _ _ _ _ __ --- ___, ___..,_____. __ w.__ _ _. _-.--__ _ ------- ---_'- --_._...._ __---__. _ ____..__ __.__.__.._.,.__,__..__. _. ._..__._ __. _ ___.___.._ _. ___._ ,..._.__.____ __. __ __ , r T _ _ . ... _ ._ __ __ _. ._. _ _.__._ __...__.._ _ .___._ . __ ._--- ____ _ ___.... ___---_ _ _. __.____. . . _.__ w.__ . __.._._.._. _.,__..._.__.__ ____. __._. . ._____ _ _ ___.__ . , � , __ __.__.. __ _ __ _ _ _ . i ._ � ; � i � � ���1tw�� ���s�' . ' � �o sca�E BEAM TO �IRDER ; 11 ! NO SCALE �ANTILEVERED BEAM � $ NO SCALE BRACING 4 � ; NO SCALE TYPI�AL �ECTION AT TOP C�F RAMP �� �*•�-�'`�� � � E � � y.�= � �� � . �� �:. .¢ -� '�__ � , � �� � �. ...� x �. ._�. �. � � ; .�.�s : . . ;o , ; ; �, _ ___ ___ __ _ _ --_ . _ . ___ ____ _ ___ __ _ _ ___ _ __ ___ _ ___ - ---__ _- _ _ _ �, � ._ __ �__ _._ _____ ____ _ __ _.__.____________ _.__ ___ ___ __ _____ ______ ____._ _ _. _ ___ � _ _ ___ __._-- -�___. , , f _ ___ ____ - ----- ---____ _ _ _ _ - -- - ___ _ � ___ __. __ __ _ � _____ __- ___ __ _� ____ __ _�__ , _ __ � � : � ; , _ . __ -- ___ _ _ _ �`�'`' •� ��� ,� � ^ - _ _ -- �-��nar 3s.�Zr��' ' � � u, c � � ,fi � " �'�-�'' r'7 3 i� i >, '�.� i � �,,, ��� �■ '�te o i o � � � DEGK NOT SNOWN (2) L4x3x3 f 8x1'-6 W� 3" �,,, �� `�'.'�� s I FOR CLARITY (6} 7/8 � A325N � ; ; � ��ag� , o ! i � !� , � i ° ' j SOLTS TYPICAL �- '- T.O. STL ' �������'�� �' ' ° � � 600T125-43 T&B GALV r - ' t `�, ` N d '� � } j „ � �_ COORDINATE W/ � ; ; NFORMATIONF�AND D�ETAO�NAL ._ . a . � c� 1 RET TOP . F E � � `'-' AND BQTTO 5��� M A CH STL STUDS ; E � RE: 12/53.0 FOR ` j ; � � � t { 1 I - - '�� � ; I I� ADDITIONAL RAIL � r , ; r� E � � WP �, � ; ( � INFORMATIQN JOB NUMBER: ?_1330.S.01 � � �� � � ( W .._�_'_"_� /�. ��7 � { l i_ $ . i i ,:, 1-� 3 ( � ' � � � a L � � � � � CAP PL1�2x8x0'-8 W� � � � � � � � DES1G�lED: P�S ;_ _ , _ , �- � ; 600S162-43 {GALV) i � i � � � (4) 3�4"� A325N BOLTS ; O � � � � , I ( , G ; I I DRAV�N: JW � , ; � � � � � I L4x4x1�4 DIAGONAL ; ' � , � � „ ; � � ( ( CHECK�D: �D �L j � ( <c � ! I �1� BRACE � i � I ( 1 � ' ; 3/16 ( E _ ; ; '; � � � ; 1 �- 3 1 j2 � ( ��4 ; {1) #10 TEK ; � � � DATE: 02-i 9-09 � ` ,, � � ; LA-x4x1 j4 DIAGONAL ( � HS54x4 � RE: PLAN ! 1 8" MAX GAP BETWEEN � SCREW EACH j � � � , ; , / I I REVaS10�1S: � ' � � ( � ' g�TYP �2 DIRECTIONS) , � � ! BOTTOM OF STUD AND SIDE j � � � ( � " t � i � BA5E PL3 j4x9x1'-0 W� ; TRACK � � � � � �1 03-31-09 LIGHT GAGE STIFF CLIP I I ; ( , ( (4) 5�8"� THREADED OPTION A ��NTINUOUS � I I I�I � CL600-118(H) �0 SCREW ( I f ' BOTTOM TRAGK � � ` PATTERN. ATTAGH 70 � � � � � a� � . ---� RODS N EPDXY W/ HILTI ; I I . .4 .. •a . . a � ` ' I I I ` �a� � � �- HY150 � 5" EMBED i � r CONCRETE Wf 3�8"� HILTI � o � ; � � KW1K BO�T 3 STAIN�ESS . . . ; PL1/2x12x1'-0 W/ „ 4 ��2» ° ' Z � ' -' ; ! � ' STEEL EXPANSION d ��� Q ; {4) 3 f 4"� THROUGH � ��� � �$ ' `� �' LOCATE A�L STEEL IN STEEL STUDS � � : 6. �. � . . ' . n • � ,. .. � � a �: d. . � > � ! Q ANCHOR OR APPROVED � BOLTS � CENTER . � � . � z PRECAST BEAM N NOTIFY � ;.� :� C(��1ARTiN jMARTIN 1997 k- i � � I J EQUA�. 2 1 f 2" EMBED BRACE OVER TEE � �` a' ° �� c=n � ENGINEER OF ANY � '� � .4� d , . ;4p ' .<� Q � `� w � � ' � �EG � � ' ` - czn CONFLICTS BEFORE ' � � ' •. $ : � �r C4NTINUOUS ; � s � � � ° `� QRILLiNG N TYP BOTTOM TRACK � •d:� � �� •«" � � �; zi � , z . � 3 � U � Q ' I �. �. � ,' r� t� � Z I �y Q (. d. . � . . � � z � F �� � : °� a� �a: � , -. �'4 SHEET TIT�E: � � > ; Q 4 � � (E) DdtT�3L�' TI;'1;` ° . � � :�, �:# p' 7,t 7 / C /, g,f ; 4 � . � DETAILS ,, � r �; � f Q � a ,.Qy,y • , e � �L�,� ! t�l.;Yl..��.�?� ��t{.�'41 ! ..r ' � � ' ; .. �._.... _ :.__ ., �, i ' . .. ,'. G � � ' . � � � p�/� • �" �.• ° ' i i �Y '. f �i. � IVVTE. e v. a ' � i € � r ; j FIELD VERIFY EXISTING CONDITION , , , , , , �t:) � rtrc,�,s� c�o�,c_,-,�.� � � , ; , � PRIOR TQ FABRICATION _ FACE OF STUD AT ; SHEET NUMBER: i .: � ,Y, ; i 3 , E _ ; _ 1 j8 1 f 2 BOT TRACK � � OPTIQN B ; E I � �, � ,, � ; f, , .. , , ___ ___ _____ __ . _____ .____ ____.____ _ _.___. _ __.___ __--- _---_____ __..___ _,_ __. . _ __ _____ ___ w___ _ ___..-- - __ _ . _._.. : , .4 � ,.1_.� , - ..._.._.... , .._._�.._..._ .._.._.»._..__. .. . ,..._. .. _,. .._,._..__..........�..._.�_.__.__, ......,_.__.__ __....__. ..._ _..._._.. .....__.. .__.'_.__. . . .. _.__._..___._. ..._._,.. _._.__ ....."__..__ _..___..._...... __. ._ _�. . . . _ ' � �,, .""._,�..,... . __...____ __. .�_._ . .. . ... . . ..... _.. _ ._.._.. _...._____... __.....,..__._ .�....._.... _.....__.. _. . ... . . . ... . . . � "{ , .__ .�_.._. _..___._ _°__ ..._.— .. __.�_ . ..__ _ .�._._._.____ ' "'"_ '___ ' ___. . _.__ . __. . _ ... . .. . . .. . . . � f .�_. ...L. _,. .. ._.. ... ..._ ...__. ........_ , ... ,. ... .... ........ .. .. ... . , . ( ' ... .... ...... ........ .... ...... .. .. n ; � � �„ �� ; , �o scA�� TYP 6" STUD PLANTER /JRAI� WALL ; ; NO SCA�E BEAM TO CO�UM�I /IBRACE tM-j No scA�E STUD TO BOTTOM TRACK C�NNECTIOf� � �o scA�E SECTI0�1 AT WALL ' i u i ; , IY a ! � �� / V� ' � � � LL ' i L � S I � I ( r '� ( � � ._._ , ,�. �._.. . ,_ �: 1 � ,.._...._.__._.�._ ...___._.__...,_ _..._... ___ ... .._._.__._�___.._. --._..__. _..----..__ _._..--- _.�.. ... _ ._.. . . .__._ ___ .- --- -- t V _. . __._.s�._i.__.___ _ ....__ ..._..___._...._. . . -- ..._._ ... .. . .. _ . . . . . _ _ . . . . . . _ _ _ .- ,, _ _ _ _ -_ _ __ _ _ _ . :- _ _ _ ��� � Z � � z W `� ' �, � ' d � � o ; : z 4 0 ; � w x o � �� » s ' � � � p p CO 1 � Q � � 4 � � � ,� o o ,� ° ! V.I.F. � ; N � � m W - o . � � �,_�°, 2» 2'-0" (N) DEGK. _ � z m m 3 � ° �' R E: 2/5 3.0 � Q a �", o � � d � 3 f 4" GLASS RAI� � �' ^ °� �' "' `` � (N) DECK STAIRS. RE: ARCH FOR RAI� SHOE W/ 3/8"�b � ; ADQITIONAL INFQRMATION � ; SCREW ANCHORS {� 8" � -- - -= OC. 3 1/4" EMBED ; ; . ' ROUGHEN CONCRETE I I --MNFR SPECIFIED PVC CHANNEL f � SURFACE TO A FUL� ` � � � �4 DOWEL C� 12 OC _ � ,� (2 1/2"x3") @ 18" OC SECUREd ; AMPLITUDE OF 1/4" . . i I ; �. z IN PLACE W/ A�UMINUM ( � .�. � WEDGES. PRdVIDE A MiN OF (3} ; ' ' GHANNELS PER SECTION ON 1 f! .- d'..•a�, �.«r i + .. ' a. • ..d. 'y. •�. i �3 DOWEL @ 24 OC. DRILL ' � GLASS 3 & EPDXY 2" INTC1 (E) WA�L /�') �'Itil�'�'���T ; � � W� HI�TI HIT—ICE f HIT HY150 CC}x�%C'�I'1°E t�V�I.,I � �4 C� 12" OC EACH WAY (I'} �I�L'C�9 5`T TJI'C'It� I �"���"""""""' , , (1>') c'o.���c� ��'r���� ; ADHESIVE OR APPROVED ` �';�' r��pl��'�� L� � EQUAL f, � � � � MIN � { ' � � � � i � � � � ! ' NOTE: REFER TO GLASS � ...... �,�.... � ? RAIL MNFR FOR MIN REQTS, ' ''� ' " TYP ��.�/ � i ' � 4 � i � � i i � � J t � E L_ .._..__....___..._._...._,_�. ........__'"_._._ . _._.,....___.....__.s..�.�_.__..... . . __._'___"'_ "._._......_..._ . _......r_..._..._____,._... ._.. .. �. .__..___""_`_'_'".....R"_____._....... ......._..__..._._._.__._ . ..._..._._.s.._...__......,_.._.,�.__._..._..__.�.__._. _..__..'_'__..�_»_.._�.._.u._..._"'_'_"___...___.._.._...__...,_......_ ..._'"___"..�.._...._"_._. � __.._._ ._....__._""._ _"..._..__ .. . . . . .. . . .._...__.__...__ ..__,..._......__� .�..._..__.__.__.._.._..._..__ � ..._ ... . . .. . .. . . . . . ._..__"____ '.._..____.__.._ .._._._._..—.e.....,....._..__.__......_r ____ ......, ,... . .. .'__. . ..._.._._. . __...._._.a.._......___..w._..... .... ......"__'""_" .._.._... _. . ......._"`_ """..._.._. ..._... ,._..,. _............_.. . . ...... . ..._ ...._ ......... , ...... ....._ .. ..... _. ... ... ..... . ... : T "- ._�� ..�.._.. _,_ ., ..__....,_.... ......_.._...... .'_"_'_"__"......._. _..._„_ .._ ,._..__.. _�___..._ ....___.-_ � . . . . . , __._.._._.. _.."__""_"'" "'._...____........_..._.__�._.. .. _..�._. � _ . . ,_ . `., . . . .... .. ...... � k � i � i NO SCALE SECTI0�1 � 1Q ; � ���_°=,�—o NEW QECK TO PRECAST UVAL� CON�IECTI��I � 7 ' 3�4�� _ �}—o�� STAIR SECTI�N L�. ; � ��2t�=,�—o G�ASS RAIL SUPP�RT DETAIL 1 "'� ___ , � ___ ------ _______ ____ --__ �_ _�___ __ ___________�_______ _� __________ _ ____ --_- ---- � - , ______ ____ ._ __ .__ _____ __- ---- �____ __— --- ____ ____- ---_ __ __ _ __ -- --_ _ ________._ _ __-- -- �--__ _ ___ _- -- - -- ___--- __ _ __ __ ___ ___ __ _ __ _ __ _ __ __ __ _ �_ _� _ __ __ __ _ _ __ _ --_ _ _ s ._ � � � � TYP � �.�,/ 1/4 � , � � � � ��� MEMBER DEPTH: ; 1 f8 2—�2 TYP �� � i � � � � � MEMBER DEPTHS ARE GIVEN , GALVANIZED LIGHT GAGE META� STUD, � I IN 1/10Q INCHES � �,,,...---'��`�—6005162-43 � � �' "'� ; RE: ARCH F�OR REQUIRED WIDTH. I I (EXAMPLE: 6" = 600 x DOUBLE STUD �r�� � (6" MINIMUM DEPTN, 18 GAGE) � � � 1�100"} �� ■ .. E A�UMINUM P�. 1/4x6x0'-6 �,� � i I STY�E: � � ; 1/4 TYPICAL. CONTRACT01� TO ,,,,,� ! � � THE FOUR ALPHA CHAftACTERS UTILIZED ; PROVIDE BOND BREAKER � ` ` ' � ¢ � BY THE DESIGNATOft SYSTEM ARE: � BETWEEN ALUMINUM PLATES Q ; � � ' � � � � � � S = STUD C7R JOIST SECTIC�NS = AND METAL STUDS � ♦�, � ' T = TRACK SECTIONS /'" "�� � � � N � U = CHANNEL SECTIONS r� ' � � F = FURRING CHANNEL SECTIONS '�.1r� ► � 60aS 162 - 54 {EXAMPLE: STUD QR JOIST SECTI�N = S} LIGNT GAGE STIFF CLIP CL60Q-118{H) E � ► � ,� 10 SCREW PATTERN. ATTAGH TO � �� HANDRAIL RE: ARCH E E CONCRETE W/ 3/8"� HI�TI KWIK BOLT MATERIAL THICKNESS: � � o MATERIA� THICKNESSES ARE GIVEN IN ; + + 3 STAINLESS STEE� EXPANSION _._.-.° ' ANCHOR OR APPR4VED EQUAL. 2 � ( 1 f 1�OQ INCHES �., ; �/2" EMBED {EXAMPLE: 54 MILS = 0.054", 1 MI� ' � + � = � = 1 /'10�0")� � -� -I- � (6} #1Q TEK SCREWS ' FLAN�E WIDTH: EACH S{DE ; (L) C`or1C1;1=;Tf' 1„ ( q,,> i �» FLANGE WIDTHS ARE GIVEN IN 1 j100 INCHES j Cf�I C,:��.� �}.1�D �� (EXAMPLE: 1 5 j8" = 1.625" = 162 x ( I ! ; 1'f��C'.���f Ii;r1I,L 1 j1�0"� �. � - ; � - � ; i , , a � , � ; � ';� ; E a .._........... ._.... .._..._._..._ .,.__...., . .._._.._. .__�._..__. .._.._.'_"_.._ .. .......'_" .. _..._ . . . . . . . . . . .. . . �,(� t-.. ..__._,_..._.�...._...__""'_..,._'___._.._._'_'._"'_".__.____ __._....__.__..__"_'____._ .._ . __..._.,.._._,_... ...._ _.__._. ..�__'_.._ _.._,_._._....__.....,..,_._.._ .._......._, ....,_._........_..._...._....__._ ......_......_ _...._.__'"_' ___....._.... .,..._......__ ...._... ._ ..._.. , ._...... ..._. ._' ".. ..... . .. . 2 ';� _ ,, �., ._........_. _.._..._.... ...,......._. ......."_" .._.... . ._ ...... ._ , ..._..__. _..._ . . ...._.. . .._..._.... .. . .... _..,...._.._.....s."_'. , __...... .........._. . ,...__.. , ...... .._.... ..,...._....,_.... .. ........ _.._...._. _ ..._._ ...._._ ....,... .._..... ....._ ....... ......... . . .. .. .. .. .. . .. . . i .._., � . .. _. .. ...._... ...__....... . .........r_ ,_ . . . .... .. .. . . .. }... .. . , ... . ......... . ..... . ......... . ' ` ; 1 ;'; NO SCALE SE�TI�N � ' ; � _ _ _ _ _ _ �,pt� Rd�r . ; � 11 � �/�"=�'—o CU�UMN EXTENSIO�J � ; �a scA�E TYP LIGHT GAGE ANNQTATION � � � 2"=�'—o HANDRAIL TO METAL STUD WAL� .....�. .�-- �`���`��°�� � ' �- � � ? � � ;o / � ..�,� _� ca ,; �.�-.��p`" -�a. � � _. _._..__ . _.____. --... . __.__.__.._.._ .__ ._.___._.___ _ __--_ _ ___._ .____ _ _.__--._ . ._--._ _----__ . _ _.___ . ___._.. 1.___------- -__...__ _._____,....------ ------.---- __ .. __ __ , , , �', , -, __ __.__ ... ._. ___ ._.._._r,. _ _.. _._..__._.___._._._ _ _._-- .. ____. _____._ ___ .._ . __ . .__._._. ____.._. _____. ____ _... _ .r .._. ,. .___. _._ _-- - _._.. _. __ . __._.. _ � • " � � ; ;c� u � �_ . __.... _.. .....__ _ . ____ . _____ _.._. . _ ---..._ _ -- -_ _.__ _ _._r . _ __ __ _ _ _ . ; ����� �w r , _ f'` � r c� ` _° ' v ; � *, l.4ar31.2(HI�J"',"�� � ' r%? � � ;� , �,.�" � .s '�Lr a • ! 4 �� o ; I' j t�"�s��a�•sa.s+�°����° co ` ; � :�%, , ; �1���� ��, � � ; � i ° i fl,, � E � ' CV � N fl !F— � . i - - -�-i--� y ' t �� y � f s � ' i , ' � � � � � � ��� VERTCC�IP SLT-9.� ATTACH T4 6" STUD I � � i � ` `� " ': i� I I W 2 12 TEK SCREWS PROVIDED BY 3 �� GUARD�GAP RAIL RE: ARCH ; , ; / ( ) # t �— � i �oe �u�g�R: �fi3�o.s.o� ` � � � ��� i �� � RE: 12�S3.Q FOR I I MFR). ATTACH TO W12 Wj (2) 0.145"� � ( � : � LIGHT POLE --------- � � ��� ADDITIONAL WALL ! I PAF � � R�: ARCH Er � ,, � � � I I `PL 5f8x7x0'-7 � DESiGNED: MS `� � `� � � lNFORMATION � � � I ( � i ¢ ,-- ; _ _ � i , i � ` I ( ORAWN; JW � � � ( I � 3 � a � � + { �- � ,r�',`) I'I1F'C �I�`7' j CHECKED: KD/JL � � E � 1 FULL `0�!GI�EI L 44E��LL , � ; DATE: 02—�9-09 ' i I I a PE ;� „ I (1;' I'f��l,'(:Fl�'T I)L'C'/i' I ' � � � � (4) 1/2 � HI�TI HUS—H SCREW � � ' REVISIONS: � � I � � ; _ � ANCHOR OR APPRO�ED EQUAL. � „ ��`;' I't}Pl'�,'�'G, ' i ( ! 3 MINIMUM EMBED ; 1 NON—SHRINK ; � ; GROUT �1 03-31-09 I I ' ` ' W12 t ; ' I I ' I I �,� , . . , . .. d .4 : . : � � V�� � d • . d . ' tl Q i E i ; i i I (��) �t��;cYf�sr r�l;cx � i � �� E� � i I I I I � Q ' ' � ; � ; ¢ i � j , (4) 3��„b ASTM F1554 C�i�ARTIN�MARTIN �997 � , � I � � ; � � ; � � � PL 1/2x12x1 -0 GRADE 55 THREADED `� ' z �� '�'-" � � � ; t i ANCNOR ROD W� NUTS � , � � PL 5/8x7x0-9 CENTERED UNDER � ; � � ' Q ' ', ; • � ; & WASHERS EACH END. � ° � � � LIGHT POLE DQtJBLE NUT EACH END � ��-- ; > SNEET TI1�LE: � Q ; z; � �Q1 �; � � � � � �; � } >� ;z , , j � C�ETAILS T(7 PREVENT BACK-OFF iq � �, i .a ,� , �; E F � ; � � � i � � � � � � G � � � _-- -f.__ ' i ; , ; ; ' �V � i � I , i � �; i i � `� i � j �, � � , 1, i ( ;�- ! i � i � i �„ �,> �» i SHEET f�UMBER: ; � z ; ;; , � � � . ; ,; � � __ E ; }_ $; E - � �� � � , i �... :_-- —__._ . ,__.____ _d_._____.____ ______._ ---,_ _.._---_. . . _._ _._ .. _.___ _.- --___._-- ___ .. _.__._,. . .___._____ __. _ _..-- .----- °-_.__._ _____..___ __. ___ { �- , ,--. ,_. _.�_. _ _ __. _.----- -----.__ .___ __ __ ----.._ ___._____ ______.___._.__ ._ .----._ ___,.______.___. .. ___._--__.__.._____..._____._ _-.----- _ . ..______ ..._._--_. __,.�___.____.___ ____ . --.____ _ _-- [ „ , f i � ..._._,_.. _.--_ . --.._. _ _ _.. � ________._._..__ __-----. _. ___._____. _ _ ____ .. -----__.._.�.. _.. __----_ . . , __� .� ._.. _._.___._ _---..____ __._._ . .._,- __ _. _ ___ ___ ; , j _ i � ' �� ` r � � � �a scA�E SE�TI0�1 ; 1� ' � �/2 =� —o DE�K T(� P�ANTER WA�� �Q�I�E�TIa�I � � � 1 1/2 =1 —0 GUARD f CAP RAIL CONNECTION ' �j' $ 1 1/2 —1 —0 �IGNT PO�E BASE �� • ; „ , ; � v � . � » , _ � f,�,,</ !�`� ' � � � kJ f � . I , . . ..._. s ._.._ .-::_._ .. � _.-:�.. . . _.-_�. _ ..__.,., ... ___.w .,.�.-� :--�-- .. . . __ _. ...... __�_.-�.:�_... .. :.-�.-_ __..., . ,... _ .. _._. .. .. .. _._ .... __ .,. �.. . . ..�._-_._. ___ .'_._._ .... . _ . ......:::-. .__:---"" ="t'_' _"__ _,-..:.._.�_.._...,.._.. ..__ ...-::.- . .. .. .. ._. . .. - _.. . �....__ . . ._ ._ .� . i � j i .- --- _ . _.��____ .� . .___.._. _._._ .__ ._ _. . .— -- - - - - - . _ _ __..__ __._ .. .. . ._� ._. .___ . _..._._____ . .__�. � r_ _ _...._ _ ...-e..._._ ; _.___ __::_.._._ . :...a_ .._:__- :__,�_._ ..._....�-v . .__._ _ _ __.� _ _ ._.__' . :-_ ___.._:__ _ .._.._. _.._ . . . __________�. � � PLUM�1 N� ��E�lF6�ATIQNS �vor�:���s�rn��o�s�r�ow2v or��.����vu °� �.��tv��t��: �L.������ L�����' ���uc��-r��c�ss,���t�v us�cr. � ,�; ci 13. P1PtNG: a.FURNI�N ALL�ABC1R,SUPERVtSiON, MAT�RIAL.�, EQU(PMEN'f ANf3 FACIL.II`!ES i�lECESSAR�TC}FttRNESH, �ASl�1CATE, DEi�IVER,STC?RE AMC1 iNSTALLA(_E. �- t�t'f Wt�f�K t�4TEQ C?N TH�€�RAW1P,l�C�Ai�DlOR SP�CIF3EC}HEREtN. a.WASTE,VENT AiVD STC�RM C�RAII�t PIPING: t�a�n�s�nccotow��e�R -----ts P��E Ris�ft � � s... t-- f� t� b.THE�t�NTRACTC�R�NALI.FURt�i51-!AND I�IST�L.L Al.�,WdRK[�iECES��4RY Tt�MAKE A CQMPL.ETE�Y�'fEM WHETN�R C7t�!�C}T SUCN DE�`AILS AF��MENT10NEt� i. SHAL�BE S7'ANDA#2E�WEIGHI"CAST fRC�N HUB L��S 1YPE. aan��s�'tc r�aTw���z � �t��[��a� '� U � � iN T�f�SE SPEGIFIGAT[ON�aR�NC7WIU C�i�THE PLAf�lS,B!.!T WHfCl�ARE C}BVtC�US(�Y NEC�SSARY'T�J MAKE A GQMI'LETE�Y�TEM,EXCEPTtNG UNLY THC3SE ii. UNDERGRC?UNi�PIPING CA�t ALS�BE�CHECIUl.E 4t?PVC. c�m�snc t-�rwar���c��c. ai��rA�c������nM ec�rra�r�a�r�rM ,� � �, � � Pt?RT1C��tS THAT ARE SPE�}Fi�ALLY MENTIt3NEL�NEREI�1 t�R PLAENL*f MARKEE3 t�N THE ACCCtMPANYINt��RAWiNGS A�BEI(VG IN�TALLE[?UN�3ER ANaTHER iii.VENT PIFiNG ShI�2ETUR�1 AiR C�iL1i�G PL�I�UMS SHA�L BE ABS C7R CC7PPER PIPING. w�s'r���tav���at� ----c�-- �a��°r�K�ctF��etc�m rc�t�c�F n,ta,ir� � t� � �,,��" SEGTICC,JN 4F THE SF'EGIFI�A7'[t�t+iS. b.V�IATEFv Pi]'dt�JG_ WAS�E BE�.c�w�t�AO� -� �t��rvc�cAP �- � �} i`•� �. s�a�������,��„cc��������za���u�v vv���ww�au��r ca����z��-r-�-i�a��. � � a;� > _ G}tEA5E WASTE A8C7VE GRADE -T----��} P1f�E�G4NTfNUATtOt�4 � C� 2.WORKMAN�NIP: ii. J41NTS SHAL�BE S�LDEFtEd WRTH 95-:i C}R SfLVER SC�LC�ER. � � 'U� t� "� t�^.- �t��as�auASTE�a��.ow���E ` �iP��x��t�ston�c�uFD� � � a.THE WCi1�K SHA�.L BE AGCt�MPL.iSNED IN R THt?}�UUGFt AIUC?WaRKMAN-�31��M�NNER�A1'ESFACTt�RY TC3 At�D MEETING�`NE l�Pi'F24VAL C7F TH�OWN�R AN[� i'si_WATER PiPING CAi�ALSC}F3E WIRSBQ fiQl7APEX AP'R,F�EHAU RAU3�EX C3R EQU11ldLANT-PF2t3VlC1E E�EQ4�C'T ALT�l�NATE PRIGiNG. - �? C .�= ;�RCH6TEC7. c. CC7NI}ENSATE PiPiRIG�NALI.B�T�"PE"M"CC3PP�R WITH St�I:�ER Jf�INT�. ----�sw-- t�t[���cTVU�a�r� -�-��}-- pip�ur�»rr� t� � .�.,- -� .__ d.iV�l"U�2AL GAS F'IP11VG: ------�-�----- �AS ����ANCHO� � � �j � � � 3.MATERIAI��: i. �'°At�f�>NiALLER SNAL�BE THREADEE'�STAN[�ARC7 tNEi�HT SCf��Dl1LE�Q BLAGK STEEL PIPE WITH SCREWEt� MAl�l..EABL�E[R�'JN�ITTINGS. ----r�P�---- n�EatuM PR�ssc�r��r��TU��.�A� �t.��t��[.��i��CcsNra�c°nCtr� `�,,, ;� �N ,� �,.�.: a.ALL MATERlAL�ANE)EQ�lIPM�NT SHALL SE fVEW ANQ TH�SE�'f t7F'fl-fiElR RE�P�GTIVE KI(Vt7,�R;���RC?M ALL pEFECTS At��tJF TH�MAKE�t�tCt(�UALITY ii. PIP1lVG 2112"AN[��.AF�GER SHALL BE WELQED. v�t�T �i���at�,�tas��ztv,�a�NZ' � � � � *t'�3 SPECi�I�l�. iii.ALL t�l1TDCJ(:�F�E�CPt?�Ef3 P1F'It�1G SHALL 8E PAINTED W1TF•I f�tJTC7CtfJR E1�1A�hEL. -�-----c---� cc�n�r.�t�ssar�cst�i�nr �o�n�'o�t��tntc+aa�[v��°nar� Q� ;,;,� t�., �C� �` iv.REGULAT�R VENT[NG SHRLL BE NC)LI�NGER T�tAN !VlANIl�`ACTUF2ERS RECUMMENt�ATiC�N,AL.11N11NUM,VEI�TE[3 TC3 THE CJi1T[7C►pRS,.�tNC}A MiNIMUM t�F 3' . .cc� ct:�t�tv t�vr t��,u�v��v� '� 't3 � � �.} 4.u11`� iN�F'ECTICIRI; �S FRtJM ANY QPENiI�G INT{�BUlL.E)1NG ANd 6'FR{�M ANY MECNANIGAL INTAKE AfiJQ 1'FRQM ANY�LECTRICAl.. wcc� wt��t,ct,E�tv c�u'r �A�'�v�i.vE ""`" � '�3 0(� t�! a.G4NTF2ACTUR SNALL.VESiT THE Sti"�C?F W(7RK�'Rtt.�R Tt)SCJBMI�StQ�#{�F Ht5 Bfi�At�[D TH�RC?tlGNLY FAMtLIAF2t�E HfMSEL.F WCTH THE ttVUR#{(!�G Ct�NC7tTiC}NS � A e.UNI�EF2t3RC}UNLI CU;AT't,tRAsL C3AS F�lf'1NG: °-� tt� =,� t!� ,pp 'L� &�X�+GT NATURE GF THE 11UC71�k�. �co ��.c�c��c�.�AN ou�' --�.h- ct���t�vt�tvE i, SHALL�E tPS SC�R '(C�TUB�NG WNiCH�r1EETS RSTM C}�513 MAt�UFACTURED BY UPCIt�t}R{)R IAPMC�. � � � .� tl? `�'t° b.�U�MIS�iG�N C}F`A BI�3I�CKNC1�Nt..E[�GES�tJ�.L RESPt7NSlBIE13'�FC?R FU�t�l�k°31NG A CCQMF�ETE t�ND FUNCTIC>�tA�SYSTEM. cor� c�.�arv�atn'zo��t[�� e�L�atuE „� �-°� �`� c.ik{�GHANGES iN Ct3NTRAGT W�L,�.BE MA[��TC)AG��N6NtC�DATE C3R A�.L.C7�W�XTE2fi�UNI��Ft"�R AN't'C7M1�SIt3lV WH1C!-t RESULTS�RQM A FAiLURE TC3 tel �x3s't�t� ��i.�te�tt�vA�u'E � �` � � +C� TFi(�f�GUG�-1LY MAKE TM�EXAM1NATtt�N. "I4. EACH F'LUM�[NG V��fT SHAL�TERM1hIAl`E[�QT LES�TNAiV TEN FEET FRC7Ni t?R RT L�AST�'HREE FE�T AB�?VE At'�Y WItVL7t�W,[�CtQR,t�P�t�(�1G,Alfi�fNTAKE --- tU ,� �,,,,, A C}F2 VENT Sk�IAFT. ��} NEV�f .-.-m-,rP.-_-.. BL�1"f"�RFL.Y VARU� � �„� � �} �.C(�C7��AI�ID P'ERMIT�`u: vTR VEt�#T TtiRC1UGN f#C3OP GLC7BE VALVE ''�""' ..�.�- .� a.ALL.MECHA�ICAL EQUlP�tEEittT, 11�iSTALLATlC3N,�TC.,�HAt_I,.CC?t`+!�'C?RM Tt�TH�2�03 lPG CQC7E RI�ID C7RC►INfiNC�S AS 1N'tERf'ftETEC}BY TNE Tt'�INN t3F'JA1L 1�. CL�AN-C?U'��SHAL�BE II�ESTALLE�}A�PER��C. 7tI8.8 C3F THE PLUMBIl�G Ct�DE. ur� u�r��c�t���ta�F �t�s�uR��t�[ru�►�v�vat,vE '�' t�J � !� � B�1 I L E�I�1 G C��P'A R T M��T. CWB CLC7Tti WASNER BC33C Ht}SE ENb VALVE � "� � Q(} C� b�CC}NTRAGTt}F�SNALL�?Bi'Allti,(ANC}PAY FC?R AI.L PERMtTS ANC3I�ISPE�TIC�N�.C. CUPI��t�F AL�.PERNfIT�ANC}iNSPE�7fC)Ri REPC}F2Tu SNALL BE�UBN9iTTED 1�. PRQTE�T RC7t?F I�ECEPTC3R CtN RC?C}F FRtJM F�AIN 1lVATER BY EL,EVRTOP��THE RIM 2'lz 1hiGH�S ABC}V�RC70�SUR�ACE. ��'t�JN�t� {�,} �f ,J C► .� TC}Ti-!E ARCH{T'E�T. .'�"'' „� '`�` s�. z-w�v ca�ar�cr�v��.v� °-- � ct� 1?. PR(JVII3�WATERTIGFiT FLASHII�C WHERE�/ER P1PE5 PA��THRU�X'TERlC�R WALC�S,R�7C)F ANC}FLt�C�RS. � C37` �ll 6.AS-BUi�.'TS: �u�rt�vi ce�ra�c��.v��.�� a,Gt�tVTR,'�CTC�R SI-iRLL P#�flVtD�A G�MP��7'��ET UF AS-BUlLT�C}QCt��lEt�fTu WITH A�.L CHANGES NC?TEC3 TNERECtt�1 AT TH��C�M�'LETIC?N C?F THE PE2{�JECT 98. PEt�dEfif�AT#C7f�IN 1NALLS REQU1RtNG PRC?TECT�t�C}FENlfVGS�NALL BE FtR�-�7"C3PP�i7. ���E-ST�PPtNG SHA!_!..8�AN AP�R�VEU IViATER�A��ECt.�fi;ELY � � � 1-- ' � sAFETY REUEF uA€.[�E 5•" � �NC?�'Rtt�R TC�F1(�JAL RCCEP'TAt�10E ANt�PAYIVIERtT. 1N�TALLEGt ANCr GAPA�LE t��N!AlNTAINfNG 1TS lNTEGRI�"Y�1MEN SUBJ�CTECI TC�"F�ST TEMPERAi'11R��C3F2 SP�C#FfC WA�I.t�R PARTiTltJN. � �C f '� '7.Gt3ARANTEE: �t9. 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REFER TO Q ON NORTH .,,_,. :.,° , _ ,._, . , ` � STCJRM DRAIN SECTIQN D{AGRAM. 4� Ct�N�1ECT 3"SD TQ FD-3• INSTA�L SNC?W ME�T LINE TO HEAT TRAGE TH � D E�K LEVE� STCJ R� D RAI N AN D GAS P LAN ... . N. . ..... . .., � _ , � ._ .. :_ ;. < ; RC�J�GT##: 27815.09 >.. . .. :..... .. A�C P I R ,, . ..._.. ; ; ,.... ....... . ., .,: � CQNNECT 3"SD TO FD-4, SEE[�2 ON STC�RM DRAIN SECTIUN DIAGRAM. SCALE: 'l/$"= 1'Q" , ` i t LJ/"\T�. ��6���. �6 PRt}VIDE NEW FC}-3, CUNNECT 3"SD TC} FD-3 AND ROUTE 3"SQ TQ THE � EXISTING 3"SD, REFER TE701 t)N STORM DRAIN SECTION DIAGRA.M. �J2-19��� P�F�1V11T S�T �� ��� _ ., � , � �-: � _---__ _ ____� _._.______ w______�_ .s. :___. _____ ._.._ �i £�'�-�7-09 �'LAC+] REVIEW CC3t�iIV�. � � __ __.��_ __ _�_.__��� _ -�:;_: ___._.__ ._ ��_ _ ____ __-=- ---____ .,�_._ _. �7 GONNECT 2"STORM DRAIN INTCI A FIRE PIT DRAIN,Ct?ORDfNATE WITH ARCHITECT ANQ MANUFACTURER FQR DRAIN Ct)NN�CTION PRIt�R INSTALLATION. C(3NTINUE 2"INTO 3"M��N Sa. PARTtAL L.C�VVE i� GA �� �.�VE L N�RTH �8 RC�UTE 3"SD D(aWN UNaER TNE SLC?PED RAMP,COURQINATE WITN STRUCTURAL, REFER Tt�04 ON STC7RM DR.AIN SECTION DIAGRAM. �A� P LAN �9 RQUTE NEW'I"G AND G�}NNECT NEW 3t4"'G LINE TQ FIRE PIT VERIFY p��,�$y: ����k����: Ct)NNECTION SIZE PRIQR INSTA��.ATIQN WfTH MANUFACTURER'� SCA�E: 1/8"= 1'0" iNSTAL.LATICJN MANUAL. G E N E RAL N{JTE�: �� � 1Q RC3UTE 1"G UNDER THE ELEVATED DECK A.F.F. � � 1. P.G.TQ Pi20VIDE CLEANQUT5 AT EACH CHANGE OF DIRECTIQN OF THE ������ ���� 11 VERIFY LQGATIt�hl C}F EX[STING GAS METER SERVIN� EXISTING P0C7L 8�1���fNG DRAIN, STORM AND RaOF DRAINS OR HORIZQNTAL WASTE LINES EQUIPMENT. EXISTING METER TC1 REMAIN. GREATER THAN 45°WITHIN 40 FT OF DEVELQPED LEhlGTH 4F THE DRAINAGE PIPING.VERIFY EXACT LOCATIQN OF C�EANOUTS IN FIELD. �� A ���� ��� 12 EX(ST4NG 1-112"�PIPE&RISER TQ REMAiN. ��''�� �. CC?QRD�lNATE EXACT LOCATiC�N QF DECK DRAINS WITfi ARCHITECT, � ����tl � 9 13 Ct�NNECT 3J4"CW TQ FPHB-1. CC7(JR NATE ALL PLUMBING PIPING WITH MECHANICA�EQUIPMENT. 14 WRAP 3/4"CW LWE WiTH SNOWMEL7 LINE T(J HEAT TRACE 1T. RC)UTE CW PIPING A.F.F. � 4, PROVIDE FIRE S7QPPING ASSEMBLIES TO EVERY VEt�TICAL OR HORIZONTAL ��� ���� PENETRATIC)NS WHERE REQUIRED. MA7CH F(RE RESISTANCE 15 ROUTE 3/4°GW LINE DQWN AND CONNEGT TC?THE NEAREST MAIN CW LWE REQUIREMENTS FC1R SUCH ASSEMB�lES. �+�+��* 1 J�7r � ����Tt BE�OW.VER(FY THA7 THE MRIN LINE CAN HANDLE ADDiTIONAI.iNATER � QEMAND LQAD PRIUR CC)NNECTING TQ IT. � _ _____ ___._._�.—_________,__.______.-,---__.______._____. -----.._____.___----______._ _____._______ __.__,_______.___�_.__._ ----___.._______._ ______.___. . _._-----__.�________..____._ _. ____._____ _ _____----__-_______. ._--- --_.___._ --- _ ____ ...____._,�_._ __,_----__________. _ .._.__. .______ _.._._.,____.___.___..__�._ � {�.� � a�c�a�+r��t�ir�c�us�.eNc��E�sNc ccaarsu�rt�rs,�tic. C3 N PRNEL � � ELEVAT4R Cp � � � cr� � �.. � .0 � � PROVIDE 120V CONTROL � +C7 Qp FEEDER SGH EDU L.E y FOR SFiUNT TRIP TC?FA � �, �; c.� �, <10,OQQ AFC PANEL. REFERENCE '� Ct3 � ��S' FAiFP PIANS. � � t� r",' TAG AMPS PHASE WIRE SIZE PANE� PANEL 16 � �� �' � $[(4#500 MCM GU)4"C]OR '�} � "� h�- � 3Q00 3 FREIGHT EM2 8 4#750 MGM AL 4"C � FULLY-RATED SHORT CIRCUIT CURRENT RATINGS ARE Q {� � � 2 1 6 0 0 3 4 4#5 0 0 M C M C U 4"C � 'r'° � � 2A 160Q 3 5[(4#400 MCM CU,1 #4f0 CUG)3"GJ OR SHOWN F(?R AL.L ELECTRICAL EQUIPMENT. SERIES-RATED ��W q{}Hp � � � C`•! � � 3 1200 3 3 4#500 MCM CU 4#�50 MCM ALG 3"C ' ���VM�'O� '� � � � �-..� IR UIT BREAKER COMBINATIONS ARE ACCEPTABLE � A�TERNATES T(J THE FULLY-RATEQ METHOD WHEN 3Q/2 4 ��qQ 3 4[(4#350 MCM GU, 1 #3/Q CUG)3"CJ QR SUBMITTED WITH MANUFACTURERS DATA. �� 4 4#500 MCM AL, 1 #250 MCM ALG 3"G (,�,� .�- C? 2{(4#500 MCM CU, 1 #1/0 GUG)4"G]C?R <10,000 AFC <10,000 AFC � � °� � c� � � 5 800 3 3 4#400 MGM RL, 1 #3/0 ALG 3"C `*°' � � NEW WORK NEW WlJRK 16 15 12 � `� � � � 5A 600 3 �[t4#350 MCM CU, 1 #1 CUG)3"C]OR IS GL{?UDED. •� �+'�' 2 4#50Q MCM AL,1 #2/0 ALG 3"C iS CLOUDED. " ' � � � � 6 400 3 2��4#3!0 MCM GU,1 #3 CIiG)2"C]OR (3) 100A 2 4#25 MCM A� 1 FRN-R ��} ���� � � � � � Q , #1 ALG 3"G FRN-R � � �[ � � � 7 400 3 2 4#3/0 MCM CU,9 #3 CUG 2"C 100/3 �(}p/3 PANEL PANEL PANEL PANEL PANEL PANEL PANEI. PANEL PANEL PANEL PANEL PANEL PANEL PANEL � ..� � 8 300 3 {�#350 MGM CU,1 #2 CUG}3"'C C?R POOL HOUSE WEST COMM AREAS EM UNKNOWN HPP1 HLP HPP2 HPP3A HPP3B HPP3C HPP4 RO�F1 RO(3F2 � � {� � � 4#500 MCM AL, 1 #1/0 ALG 4"C 120/208,3P,$5kW � 9 300 3 4#350 MCM CU, 1 #2 GUG 3"C @/-4LTITUDE EXISTING � '� � � t� GENERATOR. ELEVATOR 30 HP, ,�� 2QQ � (4#3tQ CU,1 #4 CUG}2°C OR C(9 ,,,� ��„ � 4#250 MCM AL, 1 #2ALG 3"C 11 200 � (3#2/0 CU, 1 #6 CUG)2°C(JR REF SHEET E203 2Q8V 3P '� �y U 3#4/0 AL, 1 #4 ALG 2"C �O/2 �-' M � � � � � � � 12 154 3 4#110 CU, 1 #6 CUG 2"C �Qa13 ��r�/3 �°-- pp (3#1 CU, 1 #6 CUG)1-114"C OR 16,932 A /� 13,286 AFC <10,000 AFG 11,070 AFC 11,074 AFC 16,932 16,569 AFC 20,540 AFC �10,000 AFC 12,143 AFC GUTTER �IRClliT '� � 13 150 1 3#2/0 AL., 1 #4 ALG 2"C L� RATED FC3R � 14 125 3 4#1/0 CU, 9 #6 GUG 2"C ��� .��� 1 (3#2 CU, 1 #6 CUG)1-1/4"C OR • � 30 HP MOfi4R 3#1/0 AL,1 #4 ALG 1-112"C �7S NEMA 3R � 15 100 3 4#1 CU, 1 #8 GUG 1-1/2"C ___._ 15A 100 1 3#1 CU,1 #8 CUG 1-9/2"C 10 10 15 X X X X 6 10 5A ,�, 16 30 1 3#10 CU,1 #10 CUG 112"C � 1� � �� � ,�.�`�.:... . �ST M 16,110 AFC �� � . ��i ���t� SPACE SPACE � ' ONLY ON�Y $ � # � � � � — — — � — — — — — — — — -- — — — — _.._ ._ .__. — _.... REUSE EXIBTING � ��p��` " �'��� O 20d1� Zaai3 1Q0i3 6fl/3 60/3 200l3 2aa13 40013 20013 60Q/3 �Q�(� SWiTCH AT HOUSE ��`��� �`sC�NAt..�� 23,696 AFC MDC HCIUSEMDC — - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 1600A MLQ, 12Q/20$V, 3P, 4W USE EXiSTING CIRCUtT �2 ��� BREAKER MADE AVAILAB�E BY COMBINING PANELS TO EXISTWG HPP1 &HLP. ��� CQNDOS 2A METERBANK 26,OQ0 AFC — ToW NOM S PART/AL �L�'CTI�'1CAL �NE-LINl� D/AGl��Al�ll METERBANK NC7 SCALE 52,500 AFC (3)1600A (3}'1600A (3)1200A NQTE: EXiSTWG ELECTRICAL DISTRIBUTI4N !S SHOWN FOR REFERENCE; NEW WORK IS CLQUDED. KRP-C KRP-G KRP-C 1600/3 1600/3 1200/3 � 1 � PAD MQUNTED TRANSF4RMER 4�'7��AF� y�'� ERVECE DISCC)NNECTS #172P2 MAIN DISTRIBUTION CENTER "MDC" #�a2&3 OF 7 3000A, 120/208V, 3P, 4W �, 65kAIC � .�-'""' .-'''�` AEC PRC�JECT#: 27�'15.t�9 DATE: I a�U�: 02-9 9-09 PERMIT SET 03-�7-C}� PLAN REVIEW C4MM. � �z�-o° Drawn�y: Cheaked By: NANDHQLE CQVER L�CF' ,��H GROUND LUG REFERENCE STRUCTURAL DRAWINGS �L�. �I�� FC7R AREA LICHT M(�UNTI�fG DE`fAi� ������� ���1 POOL DECK&C{QNCRETE STRUCTUF�E .�A�;�..µn�,;r,,�;r � :•,ar ��.,.��r��;:�;*,,, ."•�`r'n,j..?t.;vf3 ! :f'�t�.�}'�I.°jy`,'i" �.���.i,..�t�.�.� .�.J*'�:'i:�:ftis�• �� ri�� "�j•%t+f:�.:<i�, FIXTUF2.E TY�E "A„ I�I.�C� �1�� PC)LE BASE [�IACRAM �c� s+��.�,E NO SCALE .--.. NOTE:WATERPROOF AL�.RO(?F PENETRATIUN�. a 1 c�f 3 a�co�v�c�r zoa�a�a+��c�u�,ekr���c c,oNs�.t�is,�Nc, � � N Ct7 r- _HQUSE MDC PANEL HPP1 PANEL HLP � � _ _ _ _. _ _ _ __ . _ .. , _ _ _ _ . _ _ __ __ _ __ __ , ____. PR ; ,_. _ _ __ _. _.... _�... _ . .. __ _____ _. __ _. __ __. _ _ __ _ __ _ __ '� OJECT LARiDMARK BUILDING ; ; ; ; ; ; ENGINEER: SOH � PROJECT.LANDMARK BUILDlNG <: ........... . ._.,. . .... ..._ ._..,. ... _ _.,..__ . .. . ...:..._ ,.,....,_. .... . . ...... _. , _ _,. _, r_ , .. __ _ ...... ____. ..__._.__. _ . ___._ __ :. ; EN __ .. . __._ _ . ., ,... __.. _.. . .._ _ _. . _._._ ; . G _,.. .. , ._ ,.. ... ... ._ . ..... ...... ,_ . _ „INEER: _ ;SOH PROJECT:LRNDMARK BUILDING ENGINEER: SOH � u� cCS , . _._ . , _. _ ,...__. _. , _ . z- • . . : ; _. . _ __ _ . . __ __ .._ _ .. . _ _. _.. __ . _ _ __ __ __ x� PROJECT#,27$15 , ; <VOLTAGE. 120/20$V 3P 4W PROJE T .2 1 ; - �U __....... . C # 78 5 V �T � _._._... _.... < . . .__..: . ___. , , ,... .._......... .... _ . .,.... . _ O AGE. �120 208V P 4W _ _ _; . : N _.......... .... ..__... . ... _ . ___ : _ _ !. ___ _ _ . _ __. . ,..: _ , _ __: _ ___. _ __. � .___ .,3 , ... __ _ __ PROJECT#.27815..... ._ VOLTAGE: 120/20$V 3P,4W � C� . < , _ _ _ __ __ _. _ _. ._... _ _ _ , _ M4UNTING.SURFAGE ; ; ; ' ; MAINS: : 1 A ` '�' . ""' � _.,.. . .... . ..... ... ....._ _.... ... _ , 600 MLO MOUNTING.SURFACE : ' _.._ . .... ._. . _.._ .:_._ . . .. ;_. . .. _....... . . ...... MAINS: : ;2 _... .. ._..._.. . ... ... . ... ..._ . ._..... . OOA MLCJ ; _ ..... _ ._ __.,...._... . ._ _ _. ..;. __ _ ____ _. _ __. . _ _.. _. : .,___.. .. ::. ._. __._ _ _. _ ... : . MO _ _;.._ ;.. , UNTI�JG.SURFACE MAINS. ; 200A MLO t� � . • ; ; ; : , , , _ ._ .. _ . _._.,.. _ _ . ....., . . __. _ _ _... _.._. __ _ _ _ TY('E.SIEMENS ; ; ; ;; ; AIG: ;42K TYPE:SIEMENS ; ; ; ; ; AIC: ;22K TYPE:SIEMENS <AIC. ;22K q�,? ,�j � �p _: ; ; . , � , i r ; > : ; ? PHASE PHASE PHASE PHASE PHASE pHA�E � � � U� •~- �- IPT! N A B C BFfR P CIR CIR P BKR A B C DESGRIPTION DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION � �.jC� � � `� � °� h� PANEL EMERG. 390Q 60 3 1 2 3 200 373fl PANEL HOUSE WEST GARAGE EXHAUST FAN 417 15 3 1 2 3 15 417 GARAGE EXHAUST FAN UNKNOWN 540 20 1 1 2 1 20 500 GARAGE L.IGHTS � � � b=� � '� 3900 3 4 3730 " " 417 3 4 417 " UNKNOWN 720 20 1 3 4 1 20 500 GARAGE LIGHTS � � •� � j� � " 39d0 5 6 373Q " " 417 5 6 417 " GARAGE �IGHTS 500 20 1 5 6 0 SPACE � � � �3 � PANEL UNKNOWN 2000 60 3 7 8 3 100 6290 PANEL COMM AREAS STORAGEIOFFICE HEATER 625 20 2 7 $ 3 20 667 E.STOR ROOM HEATER GARAGE LIGHTS 5d0 20 1 7 8 1 20 500 STORAGE ROQM LIGMTS �r... � � � �°'°'� LOADS ASSUMED 2000 9 10 6290 " " 625 9 1Q 667 " SPINKLER SYSTEM 54d 2Q 1 9 10 1 20 500 AIR GaMP/STOR RM LTS � �3 �- � 2000 1'I 12 6290 " CC7MPUTEF2 360 20 1 11 12 667 " UNKNOWN 54Q 20 1 11 12 0 SPACE � � � � � � PANE� HPP1 13132 20Q 3 �3 14 3 300 19$40 PANEL EM2& CTR STOR ROQM HTR 1000 20 1 13 14 3 20 667 MEN'S SATH HEATER SPRCE 0 13 14 0 SPACE � � �j ,� � 13132 '15 16 1984Q NEW 40 HP ELEVATOR SPACE 0 15 16 667 " SPACE 4 15 16 0 SPACE .� � � �y � � " 13'132 17 18 19840 " SPACE 0 17 18 667 " SPACE 0 17 18 0 SPACE � •� '� :��' PANEL HPP2 14$50 200 3 19 20 3 125 9384 EXISTING 30 HP ELEVATOR LAUNDRYHEATER 667 20 3 19 20 3 3Q 17$5 PUMP#1 SPACE 0 19 2Q 0 SPACE � j � � � �� 14850 21 22 93$4 " " 667 21 22 1785 GFCI LOBBYREC 540 20 1 21 22 1 20 540 CONT.GIFZC. FC1R HEAT � � Q " 1485Q 23 24 9384 " " 667 23 24 17$5 " S CE 0 3 24 1 20 500 MEN BATH I�IGHTS � � � � � PANELS HPP3A, B, &C 30523 4Q0 3 25 26 3 200 5866 PANE�HPP4 CTR STORAGE HEATER 667 2Q 3 25 26 2 2Q 675 PUMP#2 SPACE 0 25 26 1 20 50(7 WMN BATH �IGHTS :"3 � �j �- �j " 30523 27 28 5886 " " 667 27 8 675 GFCI 1 GARAGE LTS BACK 500 2C1 1 27 28 1 20 50Q LCJBBY& HALL LTS � .� W � Q " 30523 29 30 5866 " " 667 29 30 Q SFACE SPACE 0 29 30 3 20 833 PRRKINGGATEMEATMAT � � � C� � PANEL POOL 10589 20Q 3 31 32 3 600 47231 PANEL RQOF1 HEATTAPE GARAGE 75d 20 1 31 32 0 SPACE MECH ROOM HEATER 667 20 3 31 32 $33 " :�'�' -� � �' " 10589 33 34 47231 " SPACE Q 33 34 0 SPACE " 667 33 34 �33 " .� � � � " 10589 35 36 47231 " SPACE 0 35 36 Q SPACE " 667 35 36 1 20 50Q WEST EXTERIC}R LIGHTS � � � F"° SPACE 0 37 38 1 20 36Q COMM. NALL REC FRONTTREE LIGHTS 500 20 1 37 3$ 1 20 5d0 WEST EXTERIOR LlGhITS � � UNKNOWN 360 2Q 1 39 4Q 2 20 625 LOBBY HEATER FRONT TREE LIGHTS 500 2t� 1 39 40 1 20 540 UNK�1tJWN C? UNKNfJWN 360 20 1 41 42 625 " FRONT TREE LIGHTS 5Q0 20 1 41 42 1 20 540 UNKNOWN � � L�}AD CALCULATION SUMMARY ; ;' ; : _ CL > LOAD CALGULATI N MM `: � ; . , _ Q SU ARY NC)TE.PROVIDE FEED TH(�OUGH LUGS TO PANEL. HLP. PANEL HLP LOAQS 1NCLUDED BEL W. _ _ , ...�.... ..... . ... .. ....... .,._ .. .. _,...... ..,. ... . ... _... ... . .:_ ,. , _..... _,.. 4 LOAD CALCULATION SUMMARY NOTE.GQNNECT PANEL HLP TQ PANEL HPP1 V{A FEED THROU H L . L �... . : . .... ...........:. ....... _. __. ,.......... .,... . ..... ... . ......... __.. ___..._. _ _. . _ _.> .. .. .__ .._ _., ... ... ..,... _._ . ... .._. . . .,..._ ; > ; , _ _ _ ____ _ ,._ __._ __ _._. ,..__.. . .__... _. ...._ ___._ ___ _ _ _. ____ _... _ ; ; i > ; _ _ _ _ _ _ _ _ _ . _ _ _ :. ...._ . .. _,. . . ..... _ .. . ._......._ .. , ,. .. ,.. .... > .... ....... i ; __. _ _.._ .. .. ._.._,.. ; . ...._. ....................... ..... ............... .. . ...... . ... .........._ . ........................ ... . . ..... ... ;.. . ....._.. ...._;._..... . ' ON PANEL NPP1 PANEL SCHEC�tJLE. , _........... _._ . ....... ...... _. .. . . .... ...... _......... . . _ ..... _ _._. . .... .. _... . . . .. _... ..._.. . . ....... `. ... .... .. ..:...... . _ . ..;... . � ,.. :.. � � :.. �. ..... .. � � � i s... AL L T � , , _... ....._............ .... . _....... ...... .. .. ... ....... _.. __ _ _............. _... _... _................. __ ._.._.. . _. ._. C CU A EDP _............. . . ..._..................., . ...._.. ...: OWER FAGTUR: ; �� < ' ; ,.. :... � �� _ _ __ ........ . ... ... . .. .. ....... _. _. CAL ULATED P R F �... ;. �... � CJ � _.. .. . ......... . .. .. C C3W E ACTOR: ; . �;� ;�� _.................... ... . ... .... ... � � . . , �...... . . . ._.... .. _...:...._ ... _. .... .... .. .. . _........... .. ................. ........... . ;.. ,... ,.. �.. � �:... ; D _............ .......... ....... .........:.................. ....... ___.._......... ........... .:... ......................_...... .. � CA�GULRTED Pt�WER FACTOR. < �, G� ti � , , , , <. .........:........ ... . < ....... .......... >......................,:,............. . _. .............. ..... ...,. . . 0.8$ ; ; �� ; �� > : , _ _....... ..... _. . .. .._. . _ _... 4�. ..... . .. S _ ... . . _.:.. ............._... �....,....... . . :.. ..... .. _ . ;. _. . . ::... 0.86 ; : < .; C� , . ..... : . ,.. ;.. ^. ;.. � :. . .:................................. ...... . .. ....._. ... ..._............. _._......... . .._... . . .... .......... ..... ................. . . � s � s ; > : _........... ... . ___ ....................... . .......... ..:...................,..............< . 0.95 ; : C7. H��..��e` : _.. ....... . .........:........ . ..............:._....... .. ... .. .. ......... . . ..............._... . . � € � , , _......... ....... ,...................... ..... . .,.... . _...........,......... .. .........._..._...............;,...._.. ... � ;...... ; ti. - GONNECTED LOAD Ct?NNECTED AMPS ; DEMAND LOAD DEMAND AMPS CONNECTED LOAD C NNE TE � ; <� ����� �� "���� ��""�� ����""�""� � �"�"�� ����������"� � ��"���"��� � _ ..". ..... � � _ ..._ ....... _ . ... .. ... .. . .... ...,_ . ..._..... :.._. . .;_.,. . .. . _ _......... .... .,_..... . _ _ O C D AMPS DEMAND LC)AD DEMAND AMPS � ....._ .....,. .. _.......... ............ . ... .. . . ._.............. . _.. _.. .�.. _ �.........._..... ... ......:. ..... :............. . .... _....... ....... . ....... _. CONNECTED LOAD CONNECTED AMPS DEMAND �OA� DEMAND AMPS Ca .�t.. � ; ; � � € � � � ; � � < __ .... _ _... _...... ... _... LIGNTING � 47196 138: ; ; ; 47196: 131: LI NT = G ING 7500 2 . ; _.: . ......... . . . _._ ___........ ... _ ,...... ... 2 < , , _. � ;_ _ .. . .... 75Q0. 22. � , .. .... .:... . ........ _... . ....... . LIGHTING _....__ _... _ ..... .. .......... ... _. .. ..:.... _ _ ........ .... ...: . ................_....._...: .... � 7500: 22 y... > ... . .... ................ _.. . . .. ........ _.. .... < � ; _..... . .... ._............... . . _......,._.......... .. ....:....................>.........._ .. .;.. . � _...;............. ..s_ . . � ,� RECEPTACLES ; 63100 ; ; 175: � ; ; 36550: 109: RE EPT LE ; ; € > ; � _.... _........ . . ....... ._ ,. ..._...... . __ _.. C AC S 59401 16. � 4 : _.. _ _. ,_ . ... . . < _.... . � 59 0 1 � � <.. ._ ....... .... 6. RE EP � _. . .. .. ._.. _......... . ... . ..... .... ....�.. _._.. .. ..... . C TACLES 4 s t _._ , 500. ; 12; � 4500i. �� , _............... ....... ...... _ .......................... ...:. ... . ..........�............. ..... .. ... _ _ _ . .. ,.......... ... . ' ........._......,.... .. .... .. .. .:..... . .. ..:.. . ....... ............... . ._ ...... ......... .........:............................... ... , < < � � , , , _ .. .... .. . . ............ ..........,.... .. ....... ........................................ ;� � MECHANICAL ; 376706; ; 1228� ; � ; 387514: < 12 � ; _ _ _ ........... .._. . _ _.__.. . , 63. MECHANICA� 25955 , 85: > ...... _. . _......_. __. _. .. ... .. . , : '�: � � � �. 27293.8. 89; ;.. . ... �� � _ _......._, . . ._._,. . :. ...... _._.._ _...__ _ >.... .. _.. ......_ .. ..... . ........ . ._...._. ..... .. .. . ....,... .. .., _... _.._..,...... ,..... .. . ...,.. ..., .... . _ MECHANICAL 4500: � 1 i � 1 ,.. _ :�... . . ....... . _...._ . ._,........ ...... ,, . . ,. ...., .,._ ..._ .,.,..,. .. .:.. � f � .� . _.._...� ,_.:... .. .._,.......... _....._ ....... ........ . ............ . .. . .... .. ,�� C3 , , , , � i _. , _ ...... .. .... .. .... ..... �,.,�... �� �. _. _.._.., _._ KIT�HEN ; 1500q� 42; ; ; 12750: � 35: � � � s € _ .. . . .... . . . _ . ... . . . .. ........._ _..._ _.. KtTGHEN 0: 0: ����� 0. 5125- 17 � � ,.. ._ _ ,. ,: ,� _.. ..._._.. � __ ,. .. . . . .;..._ . :._._.. ,....._ ._..........: �..... ......... .. ..... � ,..,_.. .... �. . . ..... . � : � 0; KITCHEN 0: 0 ,.. . _...... ..... _......... ,.. _ ...._,...... _. ..�,.._.. ... . , � ...........�....,... __.... _. . _,,. _,.. . .. .. . � . _ _.._ __ . , _ . . . � ... .. ... _..... ....., _ .. _ .. _...._.. . .. _ . TtJTAL �� 502002. ; 15$2; ; ;; ; 484Q10; �: 1530: T4TR� 39395 � ; ; ; _ . .. ..... ...; ;....... � _ _ �� _ . _ _ ____ 123: : ; 40734: 127- T � � ° � � � _ _ , _ _ _ _ ___ __ . , : ; OTAL > 1 0 : , , � , � , _. __ __.. ___. 65 0. 49, 17125; �a;. �� ; � � �..� . .._.�.,.,..._.. . .�_.__.. _ �... .. � _... _, .......,. _._... .. .... ... � ��._. ,,.... . _ . ._....... .... ... .. ._. ._ � . _. ... . _..... ...,... _ : , __. _. ... _ � : . � , __. ... . . > , ; ; ... , , . .. _ �.._ ;. > ; ,, : j ; _ M°� PANEL HPP2 PANEL PtJtJL Demand � i i i __ ___ _ _ __ ____ _ __. _ _ __ ____ __ __ _ _ __ _ _ _ _ ___ __ __ __ _. aad Ca cu at ons __ _ _ , __ __ _ . __ _ __ ___ ,_ _ __ _ __ _. _ _._.. .,..., . . ._.__ FROJECT:LANDMARK BUILDIN ; ; .... ... _...... _ ..... ....... _._ ..... G ___ . ;_ _ , ; ENGINEER: �SOH PROJE T:L _ � __ _. . __ _ __ __ < ,._ ._ __ ._. _ . _ . .. _.__._ . _ __ _ . _ ._ _ . . _ _C. AN MARK BUILDING , 'ENGINEER: SON _ Per NEC 220-3B Thro h 220-19 _ ; ; ; __ __ ___ __ _. _ . __ __._. � __ __ _ _ _ ( ___ _.__ _ _u9. .._ ) __ __ _ _ _ PROJECT#.27$�15_ _. ; ; VOLTAGE. ;120/208V 3P 4W P � _<. .. , _._.�.. . __ROJECT#.27$15 , `VULTAGE: 120/208V 3P 4W _ __ ; ; _. .__ :.... __ _ . _ ._ .. __ _ . . _ _ ._ _. _ . . . _ . _... . _._ _ .__ _ _ ._ _ __ _ , Au�usT�6,zao� : ; � , ; ,__ ___ ___. _ _ _ . _ __ _ ___ __ _ _ __ _ ___ _ _ _ __ ___ _ _. _ ___ __ ,. __ _ _ MOUNTWG.SURFACE ; ; € ; MAINS: : =200A M � _.__ ., . LQ MOUNTING:SURFAGE _ _ _ __ . _ ,. ___ ___... _ _ _: , _ _ :...... , . ._. . .,. __. __ _ . ._ .. .. ..__ ___ ___. __ . ___. _._ .. . ....... _. . _ __ __ _ __... _ ..s..._ ... _ _ _ : € __ , __ _ __ __ _... . _._ _. _ __. . _. __. _ . ; _ _ ___.. TYPE.SIEMENS ; ; ; ; ; ; A(C ; • 2215 TYPE:SIEMENS 'AC�� 2�2K � � __ ; ;� : > Quantit�r Volt Am�,s Demand Total VA General _� � FHASE .° " ' ° ° - � _ CIR GIR P BKR A �HA E � DESCRIPTION DESCRIPTION A pB RS C BKR P CIR GIR P BKR A B C DESCRIPTION PHASE � E <- °- - DESCRIPTION A B C BKR P House MDC Demand � 1 LS X � 484010 X 10Q!0 48401 D .. . ....... ._...,. _, . __.. . ;�_... .....� _ __,.. _..._.._. .. . �_. .. .._........... �. Existing Condos Connected 1 LS X 1105517� X 24°l0 = 265324 �,ANEL TOWER HEATTAPE 8750 100 2 1 2 0 SPACE POOL DECK BQILER HLP-19 100 20 1 1 2 2 24 'l415 PfJOL CIRC PUMP Existing Tawnhames Connecked '1 LS X 982514. X ; 24°!0: = 235803 � ,_ ,_ ,_ , _ __ 8750 3 4 0 SPACE POQUSPA�IGHTS HLP-20 700 20 1 3 4 1415 " _ _ _ _.. . _... _..._ TQTA� 985137 6 0 SPACE GFCI 0 5 6 2 ZO 141� SPA GIRC. PUMP _. _ ..... ...... H P E 0 5 _.. __ �_ __. _. . .. ___ __ _._._. - « � _. _ E TTAPE R OF 10pQ 20 1 7 8 1 20 1000 GARAGE AREA HEATTAPE COMM.HALL LTS HLP 23 750 20 1 7 8 '1415 _ . __ , LAUNDRYDRYER 2500 30 2 9 10 2 30 2500 LAUNDRYDRYER UNKNOWN:GIRC HLP-14 720 2Q 1 9 1U 2 20 1415 SPA JETPUMP#1 'For 208V,3-Rhase,4 Wire Service 985137 (VA} / ;; 361: _ ; 2729 AMPS " 2500 11 12 2500 " UNKNOWN:CIRC HLP-25 720 20 1 1� 12 1415 ° LAUNDRY DRYER 2500 30 2 13 14 1 2Q 360 UNKNOWN GARAGE LIGHTS-HLP-6 750 2Q 1 13 14 2 20 1415 SPA JET PUMP#2 " 2500 '15 16 1 20 360 UNKNOWN POOL BATNRt�OM HPP2-18 720 20 1 15 16 1415 " BLANK 500 2p 2 17 18 0 SPACE EF-1 & {2)SF-1 203 20 1 17 18 2 20 1415 SPA JET PUMP#3 " 500 19 20 1 2Q 360 WATER R�JOM REC GFCI 0 19 20 1415 ° SPACE 0 21 22 1 20 360 �AUNDRY DRYEf2 REC POO�.GONTROL SYSTEM 360 20 1 21 22 2 20 1415 SPA JET PUMR#4 BQILER ROOM REC 360 2Q 1 23 24 0 SPACE SPA CONTROL SYSTEM 360 2p 1 23 24 1415 " " BOI�ER RM NEAT/FURNACE 417 15 3 25 26 1 20 500 CONF RC70M LIGHTS VACUUM RELEASE SWITCH 50 20 1 25 26 2 24 14'{5 SPA JET PUM}'#5 ,� BQILER& PUMPS REC 417 27 28 1 20 500 GONF ROQM LIGHTS POOL RC)OM REC(2) 360 20 1 27 28 1415 " '" 417 29 30 1 20 500 CONF ROOM LIGHTS POOL ROOMIDECK LTG $�6 20 1 29 30 2 2d 1415 5F'A JET PUMP#6 SPACE 0 31 32 0 SPAGE GFCI Q 31 32 1415 ° SPACE 0 33 34 9 20 750 EXTRA WASHEaS POOL DECK WEST REC 3} 540 20 1 33 34 2 20 638 PC7QL ROOM NEAT ., y SPACE 0 �5 36 1 20 750 EXTRA WRSHERS Pt�O� DECK EASTREC(1j 180 20 1 35 36 638 GFCI �� SPACE d 37 38 1 20 100d GARAGE HEATTAPE FP IGNITER/SQLENOID VALVE 540 20 1 37 38 0 SPAGE SPACE 0 39 40 �i 20 1000 GARAGE HEATTAPE GFCI 0 39 1 40 0 SPACE SPACE 0 41 42 1 20 1000 GARAGE HEATTAPE C 1 42 0 SPACE �OAD CALCULATION SUMMARY ` __ t 9 LOAD CALCULATION SUMMARY ;NOTE:PRt�VIDE FEED-THRUUGH LUGS TO PANEL PUOL2. L(JADS FROM PANEL POC)�2 INCLUDEL� BELOW. .... . ... . .... . .. ._ �.._... .. . .:._... _......_....... .. . . .. _. ... . CALGULATED POWER FA T R• ,... . .... . , _.... . _._ ... .. . _ _... . .. ..... . . .. _L................. .... _.................... ... . ..... ._. .....................0.�...•..... ;....... ....... . .. __ _ . :........... ...:.... '._......... .:...... CA GULATED POWER FACTC)R: 0.91 , _. _ ._.. _............ . . ................. . .. ; ........ . _................... .. ..... ... . _... _ . _... . .. _... ....... _.._.. .. .............. . .. _.......€ �...._ ............. ; _ : .... .........,....... . , s _.. .. ... 0.88............. ................... ... .. . ... .. ,..... .._.. ......:..... .. ;:_........... .................. C4NNECTED LQAL7 ' , _.:. .._. <.. ....................�........... _.. _ _ . .... CONNECTED AMPS " DEMAND LOAD DEMAND AMPS CONNECTED LOAD ° CONNECTED AMPS DEMAND LOAD DEMAND AMPS ........ .... :. . .. .. ...... _... .. LIGHTING _... _.......... . . ...... _ _........... _. . .. . .... . _..... __ .... ..... 1500:... . _........... _ __ :. . .....4.:..... ',.... .. .. '.._............:..... '. ..._ 1500' 4. �IGMTING.. 3006: . 9< . , < , ......< .. .... ...... ,.. : ; ; ; : .. . ...............:......... 3006 _._.. .. ,... 9: . ............. . ... _..... ...... .. RECEPTACLES 43Q0 12. ; ; 4300; 12; RECEPTACLES 4650' 13: _........ ........... ._. . ..... ... ......_.............. ,....... . ..._..._.,... _ . ., . ,..._ '' ........_.....:.. ................... ......._ _.... ....... ............ .......... :.. . ... ............... .... _.... .. _......................................_ .. _. ;...... ;.. . . MECHANICAL _ __ 23750; ; 77: ;' 28125: € 92> MECHANI AL ; ; _._ .... _.._. . . .._ ; 4650 1 3. C 24110: 79; ; ; 24817.3; 81 K� ...�..,_ .... ... . ... .__.. _ ... ......,.... . _._ . .. _. . ... ....... .. ._.._ .......... . ..._. . _. .,�.. .. _, _.... _._...., .. . _ .. .... __ _.... . _ _... _.__ . _. ...... __ _... .. .. ... _. _ _..... . ... ... _.._ ,..... � _ . .... ._..... . ... < , _ CH....N.. . , ... . _ ....._..` 15000:�.. ..... ,. : ___ . 42:.... . ......... ... _..... ...._.. . : 9750: 27> ELEC HEAT 0: _....... , ... ..�........ ..... .._.. ... ....... .. ... __.... .,... .,.._.... N........ . ..._._ .. .,....... ; ,...... . 0 .._:_.. ' a, o TQTAL 44550: 135; ; ; 43675i ; 135; TOTAL 31766 . � � . _ _�. .. _..... . . . . ....._ ........ .._ . _,..... . 00: . _ ; 32473;, 103: _ .... .. ,....._... _ ._, ....... .. _ ,.._.... . , ; , _._ ......... _._...... ....... � __....... � _._... _... . ._....... _. _._ AEG PR{�JEGT#: 27815,Q9 CLC)UDS ON PANELS HLP, HPP1, HPP2&PUOL DESIGNATE C?ATE: IS�UE: CIRGUITS BE1NG Mt.?VED AND RECONNECTED TO PANEL POQL. PANEL HOT TUB IS TO BE DEMC)L15HED. ALL GIRCUITS (}�-'��-Q� PERtV1�T SET ON PANEL POOL WfTHOUT CLOUDS ARE NEW. 03-27-0� PLAN R�VIEW GONCM. 1 C7rawn By: Ghecked By: ��� �7�i 1 �����A...r �� �t_.t !.J.9._t � .a.../�� �.R_J�i../�� � �V ��1'13..r� � � C}� � aa co���c�►�zoa�aatx+�r�cru�a�.ENaNEe�Hc coksutir�rs,�. ___.�.� � N TO BE LOCATED IN BUI�DING C� MECHANICAL ROOM `^ �6 — ,r�..�-.�.-....- � �HPP1-20 22,24`HPP1-26,28� � .� Pt�C)L & 5 PA G f�C)U tU C�I �I� N C�TES � �' � � � � 1. P O I O N OND AND CJMMC?N GROUNQ GRiD 7C?MEET THE REQUIREMENTS SET � .�? � �.�t? M M /.,� FORTH !N NEC 680.26. A�L GROUNDlNG CUNDUCTORS WILL BE#8 CU GR�UND. PR4VIDE � '�`�,,,,, � � � � P P ( _ � OR SUITAB�E CLAMPS PERMITTEd Ft�R GR{)UNDING. � '� cJ � < TC1 BE Lt.�CRTEDAT,. ;s ;;: ; � � . ` L ETAL Pf�RTS WITHIN � � C� � �' - � ; ; ....... . C O INTERIOR�`O CIG�T <<. < 2 �i p,�H�p < : .. :.. ,,. , �> : � .. ::.. �.:: .� — — — � , ; , �� A INSIDE W L � PATH C?F �GRE.��v�' `; ; ; <.::, v..,; > > .., ;; : ; ; L4GATIONS ARE ESTABLI OOU�SP A LS ARE GRC7UNDEQ AND APPRClPIATE BC7NC�1 � N � �C�39 N UREA LM �` ,.. ,';."� < ' < f. ., , �S' � I ! ,.: ,. ,, , ,. ,..,. .,,, ,,, . ., . ` ' �1 �� � a� � < < ';: 3 D TC}THE FOL�4WING BUT N4T LIMITED TO THE FC7LL01NING• � � � ; < . „ ; < < ; , � ;,;:..:Y:, ..< ,,.:. . .. ' ; �RPO ETER SURFACE WITHIN 3' 0"'HORIZONTALLY FR{JM fNSIDE WALLS OF t�} � 1� :; <:.:.,..., �. ° , � � , ,.. .,... _: � " , :. , ; F _ .;; ,: .. (JL ER M�UND BQN �... ; ,r ; __ ,,. � , ,. .. .,.. , �..,r.... �, . POOiJSPAS. a ' t ! , . ,.. . 9,:,�- ,:, •ALL METALLIG PARTS O THE POC}�STRUC U E p.� _: : < ; , , : .....�.,.. _. �.....,. .... ,....t ,: � �, . .;,:� , . , , .,,;. , . < : . , ., . ;, , ;< ;.:: ..... �., ,,.... : _ ,..... :. ,�.. ;:... , ,:._ _ .,, < , •WET � � � _, ... , ,; < . ,. . ... : ,. :,,::., ,... . . , , , , ;�,;::> :< ; , , : , �, :,.. .: : , , . , ;` ,, : ,� ..... �,...�.,,,, ,.,.�„� �,<.;f ,.., ....,...... � ' ` , , P�CJL STRUCTURE < <..: ; J , ; NICHE�IGHT FIXTURE SH � O ! ; „ .:.:: ...:. .: .�, .; _ . , '7:3 , . . t.[3 :.. °� �N � � ffi2 .. . .... . .. : ` . ,: :> , .` ; .':. ? _.._ ; •A�L ME AL PARTS OF PUC1 EQtJIPMENT AND ELECTRICAL EQUIPMENT w� tt3 �S .� .:: -- ' ' ;• -' METAL SHEATHED CABLES ANQ RACEWRYS ETC ' 3 � <� ` .� . C_� , ,�' ; < , » ,r , , ,. , ,�,. ,,., . .. , , : .,.... : . r � t''�- :; � .....,..: . .. � ; ,. � � �� :; ,,,. .......: 8 , • 5 . �...: --�: ,.. :.,.�.��; F'.....��:: . .::. ..:.:.. ...�.�,:�. � :. „, 4. REFERENC R DETAII.ED BON�ING RE UIREMENTS. ...... . ...... : ` "� ! NEC 6$0.26 F{7 C2 � �,y �3 �, . ,,, v:. D ," : PRQVIDE REMOTE EMERGENCY � W � � � PROVIDE WATERPRC?t�F, � BATfERY PACK FOR THIS FIXTURE. �~ REMOTE EMERGENCY � °� �f � � "r' � POOL1-28 � < ....,.r ; `,�� �:; ,. '�'' t�.5 C� � HEAd. VUIRE AS SLAVE PARTIAL ; ` P�SUL 3� .. ....., . , �.,n.... .... CJ '� � tX} C� UNiT TC} MASTER `:; r � Z ,% ' �.,.� � POC7L DECK PROVIDE lNGRADE J-BC3X � � --� d�' �, ,:.. ::`.... . _ .::......:. , .... ., . :r.._.. 1...,,.�. ;.. ,: - < r ,.::.....�.. ::,... ,.,, , ,:..,, .,.,:.�. .,... _ .-C7 j . ' �''' WP WATER LEVEL _ , .- � � ` Z � , ` GFl : s � C.� ,� .� �-�- TO BE L�CA'TED PER PO(JL CONTRACT{7R _ ,. ., . — ' --= — — — ' . .....,. � ...., ., ,�,,,.�----'''�� ±�'°` t3Cy .... � ' . ; �,_,._.... ... ,,�" ',� � '' - .- -�� < POQL-17 ; ! - '` � 1�' EMERGENCY POOL SHUT OFF PUSNBUTTON . : . ..... ......... . . . ,... ... POOL 2,4: .. ,..PEJQL-6,$ PARTIAL: °'"�. 7� ° D AND EMERGENCY PHONE %'�. CQNDUIT MUST MAiIVTAiN ' °1 , ; , r . . , ,..,.. ,�. ; � .,.. .... ,..�. .. .. .� , � � � . �,, , � � . .. . _ ... _ .... SF SPA EMEI�GENCY .., � ; ,:.r:::............... , ...�. . ,....,... _�..,, ; D HEARTH PRODUCTS ; ; . : � > , . . , �.�. � ....,.,, ,:. M ; ; M ' ;' �;> = PUSHBUTTON > + ,., ... ^. .., _ . . �,� v_. CONTROLS#ViIWPT FROM WET NiCNE FIXTURE TQ ;: TO M ; . _ _ L�. TQ �: ° , ` UNTIL CONNECTIQN WITH POt�L 29 `, �;= PflOL 37 ( CP CP � � F*AFtTIAL , ` PARTIAL ; s � _ � �: INGF'ttADE J-BC?X. � Q f� � � f ;� D FP PANIC BUTj"QN EAD A FP � TO SHUT OFF ; ; WET NICHE LIGHT �s�0 �1��, D ��s�A���H�- � , : : ` � ` ' . � P�OL-10,12 PC70L-14,16 P(�OL-18,2t7 I , ., G VE _ , T .. LENOID L SO G _ ' ��o�-�: . : ;.- .. :: . D c� , I NI ER ; ; ;: > � � �� ARTIA�, r _,. ` , �; ; : , :. , , � •,, ���� � �` . M M M ;' � ; ;.,, •'�: � '�� �� POOL-3 �:�,...,f. � FP S{OL�Nt?ID� �� z:; < .� �'. TO TO T4 J D * � o � * � ; ;� PARTIA� GRS VAL1�E; s JP JP JP € ,. �.:`` :� ; EXISTiN � I�, ':, � D �,� �" n?: �- � 1 Z g I ROOL-�7 D ,� 4., � � � : PARTIAL ; ' < POOL POQL� g POOL-37 P�OL-17 C.7�. � �.��rtr �a '_ . ;; . ' ;' ; LIGHTS ? ' PAR�'IA� j� PARTIAL.;.� PARTIAL P�}C}L & S PA VVET �11 C H E L 1�I�T F I X�'U �E �s G"' I POOL-22,24 PQC}L-26,2� POC7L-34,32 ( � � � �1 , / � \ � `��QNt L.�.� � : EF T� _ � <..., � � NC)SCALE I � � M � TO � TD M TO � D s: r F f: , � TO .:,. ,: ,,. . , , ,. , �' JP JP JP _.._; .......... . ..... .. � , v.,..� �.,. ...,.. , . . _... .., F t� ; ,._.. PO.C�L 33 - i ; .,... , .,.,.. �., _ .......,.�.� _.,..,..v...... ......... , .. ,.,,....., ( 1 2 3 ' � _...,.._ :.. .... ..... . ..... ... .. . . .......... ...�.�.. .... ......... ,...... ° � � � ; ' .. ....... : � _ � i `,,. ,. ,.... _.... ,, .;.. �- , � ; , .,. �.,..,,.,, .. � ,�.,� � �PQUL-21 PG10L-23 ,,.�i1 W�, ;: ; D ; � �RNEL GFI � >. � � � ��o� VAGUUM ; ..... ., .,. , , RE�EASE PC?UL SPA � ' • SWITCH CC?NTf2C?L CONTRC}L ��' � � E � D s�a E �R�Enic�r P �..-� ,� , , .. � ._ . � A .. . 1 , PUSNBUT�`{��I '', { � �f r' < . ......... : ,,. :-:, I � - ( � � � � ,:. < ,:., ; � ; POO�-29 ,� � ; o� EXlSTING EQUIRMENT TQ BE RELOCAT�R SPA <,,,, ' > PARTIA� % �' ( HERE. REFEi�ENCE PANE�PQOL'S I LIGHT ���L� ,� f,� , , ,.. /"I 1 � SGHEDULE FC1R EXISTING CIRCUITS TQ� ' f'A�2�'IAL _ v ` ° , , ,� . , f . BE RECONNECTED. ; ..�. ... .�1 <..; WP ; ` GFI � � ,�,; ( ;�' PLAN (�4TES DETAIL NOTES TiM�e�ac�c�oR �oa�-2� J] . ALL POUL DEGK � ; .. ,...._ ..,, ,. ... .... �.;........ .:, ,. ,. .... ; <]] D , ' 1. EMERGENGY PUSHBUTTONS AT SPAS TQ BE 1 E.C.TQ REVIEW WITH ALL TRACtES 7HAT NtJ PIPING QR ,, , _ , < :; < ; : _ j� ...:: ...:::.:. :.,..:.,.,�.. . , � � ::, _. POOL 29 , � <. : , . ; ..,.;....: .. ,. . Lf R ��, GHTING. W � ., .. : : ..:.., , ...;. , - � < WP .........,� . ..,,.. ..,., .�:; � . ..- . � INTERCONNECTED WITH�ECURI YSTEM. , , ,, _ � ..-:. ., PARTiAi:. .f°?4>�; .; . ......... ,. _.v.... ,� TY S FC}REIGN SYSTEMS SHA�L BE INSTALLED A�QVE OR � GFI GFi � , ,.. _ . .. , :_.: ..., ..... . s..r �� . ,...-.�,,. . � ,r. :� ,�� BELOW POOL PANELS. REVIEW PANEL LQGATit'JNS ' ; Wf? ; ,.- 2. ALL EXTERIOR LIGHTWG SNOWN WITHC?UT SWITCNES TO PRiOR TO RlJU�H-IN TQ VERIFY CC3DE CLEARANCES < ; GFI � ��/ , ; � � ; ; ,f'" BE CC)NTRC?LLED VIA TIMECLOCK AND P'HQTOCE�L. ARE MET. ( ; ( ; .. ., .... .. . ..... . ............ . , ! ,r-.,- ,.. . � _ ,_ , ,, f.. � , � {2}4'0" INDUSTRIAI. . ,. .: ::. ........ > SPA EMERGENCY .,.,.,�... �,...,_ .._ .....�,.. ,.,,_, . . .. ..,.... . . .,..... .....,._..........: � {2}3"0"GQRROSIGN 2-LAMP 32W,T8 � ` ., ...., �. PUSWBUITON ..�,.. ., ...�... .. .. ....... . ..........,,.., �.,. ..... ., .. RESlSTANT ENCLOSED PC7QL-3 � I ELECTRIG F�UORESCENT � � ARTIAL CC?NNECT ALL POOL DECK LIGHTING TO PHOTOCE�L ' �+7 , ` � BASEBC3ARD STRIPS SPA�LIG 1 ;< .: HEATERS WITH � ° ° ' " AND TI M E C L O C K. F I E L Q L O C A T E T I M E C L O C K I N P O O L ` r � � EQUIPMENT RUOM. : � INTEGF�A� . � �- � � . _ , ,� , THERMQSTATS ' � PQ4L-34,36 F ,., . . .... . . `�..._,, � ... � ,...,.. ;.. < � POt'�L-29 , : :: : ; � ,. , ...:. � ,:. . . ,.:... ( I'ARTIAL � . . ,� ' F '� VERfFY Lt?CATIC?N � J � � ; PRIOR TQ ROUGH-IN. _......., . �.:. , - - - - - - NORTH * PC�C�� ELEGTRICAL PLAN sca��: �is„� �,4„ A�C Pk��J�CT#: 27�15.0� [7ATE: I��UE: t12-1�-0� F'�R1�1�T SET (1�-27-{�� F'LAN REVIEViI�QMM. � MECHANIGAL SCHEDULE TAG DESCRIPTIQN LOAD VOLTAGE PHASE WiRE SIZE(CU) GONNECTION CIRGUlT BREAKER REMARKS VERIFY ELEC. REQUIREMENTS _ CP 1 PUtJL CIRGULATION PUMP _ _ 16 A _ _208 ___ __ 1 __ 3#"12, 1 #�2G 1/2°C __ _ _ 30l2 _ _ 20A2P WITH MAXIMUM COMFORT PC70L _ �......... ........ ..... . . .}......... .._........ . _.... ........ _... ........ ... .._.._ _. ............._ .. _.. &SPA PRIOR TC?ROUGH-IfV prawn By. Checked Sy: VERIFY ELEG. REQUIREMENTS ... .. _ .. . ... ...... _.. . . .... .. ... . . . ...:. . .... _. .. .. _._.. .. ...._ . _ ... .. .., .. ..�.. . .... ... ..,., .._ _ ... _. ..�... . ..,... . .... _..: ...._,.. . ,.......... I� F � �C��[ _......CP-2.. . .. SPA CIRCULATK�N PUM.P.... �.6 A.. .._. ... _......208........ .. �........... . �3.#1.2,..1 #'12G)..1/2"C......................... .. ...... .30i2......... .............. . ...... . ............. 20A2P _ WITH MAXIMUM COMFORT POQL _. ....... ........... .... _ LUMINAfRE SCHEDULE &SPA PRIOR TO ROUGH-IN _ ....._ , ,..... ... .,._. .. _.._ _. . . THERMAL VC}LTS DIMENSIONS REMARKS _ _ .. . ..,...... _,.......__ ........ .. .... ,.....__ DESCRIPTION MANUFACTURER CATALOG NUMBER Mt�UNTiNG NO LAMP _. _., . ......,. .... .. . ...... ... _ . �,..... ..._. ......_,.. _.., . _....._ ,. ... .._.. ,.... ..... _... ._. __. j� E�-1 EXHAUST FAN 103 W 120 1 2#12 1 #12G 112"C OVER�QAD 20A1 P __. _ __ ._ __ ��'�,.l� _ _ __ ___ __ _ __ _ _, __._ ___ ... _ _ . _ ___. _ .,... .. ._.._ .. .... __ _ _ _ � , _ )_.__ _ ___ _.. __ . . __._ . _ _...___ __ . __..__ _ ___ _ A INDIRECT AREA LIGHT 7QW METAL HALIDE ARCHITECTURAL INDAISQ/70MHlLAMP70/— 12'STEEL POLE 1 70W T 6 CMH 120 30°X 30" REFLECTOR X 12'-0" COLOR PER ARCHITECT SWITCH _ _ __ _ _ _ AREA LIGHTING _ _ _. _ _ CDM70/T6/830 _._ _ H _pROVIDE 5 O.D., 12-0 STEEL POLE °� _. . ....... . ......................... .. � . .� � � _..... ..........._._.._. ..... ... VERIFY ELEC.RE I _........._.........._..... .... .._............................. ..... . QU REMEN7S _................................_._.__._...................._........................_...... ._..._........................_........._.................................._. BLACK ����t 1 � _...... _ _._....._................................................._........................................................._............ � ���� _ ,� _.................._.............................._.__......................................................._.............._. ................................_..._...........................__._..._._................. JP 1,2,3, SPA JET PUMPS#1-6 16 A 208 1 3#12 1 #12G 1/2 C 3012 20A2P WffH A I _ ... _ _ .... ........... .... _ _. . ...._._.... .. .. . __.. ....._................... . _ ...__._......._.. _._..... � ...:.. . . . . ... . .: ... _ ... :.:,_. . .. .� � ? _ . M X MUM COMFt�RT POOL D COMPACT F� M � „ �. . ::... ... ........ .. ....... . .. .... .. ..., .. ,........._. . ... ,..::.... _ ,:... . _.....,, ..,.,.,. .., ,.�_:... UORESCENTSTEP LIGHT LUMUXLIGHTiNG SL650lPL13l120/BLAGK RECESSED 1 13W CFL 120 14 W X4 HX4 D 4,5&6 �..:.__�.,._ _ _ .. ....... .. .._... _ .. ....... . . ... . . ..._........_...... ... .. . ...... .... ... _................. .. ........_... . __....._ ��.t��� &SPA PRIOR TO ROUGH-IN _ ..... . .............__. ... _. __._................_. ............_........_..........._..._............._.........._....._........................_.......... ..._........................._....... ..._...._.............................. ._............................_._....................._..........__....___......................__._........ .. .... _ .... . _... .........._........... ... . ... .................. _.. ... . ....................... ................ . __..... .........................._.. . . ......... .... .................. _. ..... ....... . .. . _... _ _... . . . . ..._ .. _.._ . .. ...... _ 5 HP 20$ 3 (4#10, 1 #10G 1/2"C 30/3 30A3P Z WALL MOUNT COMPACT FLUORESCENT BEGA LIGHTiNG 2493P WALL 1 13W CF� 120 9-1/16" H X 5-1l8"W X 1(1 "� L R _ _...._:,. _ _,.:.... ,.,,.. . .,_ . .... . , .... _....... � 5- 6 CO C3 PER ARCHITECT _ . ,...__,. . _,. ... .,,... _ .. ._... ..�.... _ . ._..__.. , ....._.. .....__. �. ....�_ �........... ... ..... �.,.�.. �_.....,__._ _ _ .. _........ _ . _ _. _._ ....... .. .. ..... ... _ . . . ...... _, SCONCE _ . ___... _ ..... _..._.. . ._... . . ......... .... ......... .. ..._.. _..... . _........ . ..,.... _ ........ _..... . .._ .......... _.. .... ..... ............ . .. . _ ,... . . .... ... . .. .. .. _... _............... .. . . . . . _. ... .... ................ ... . ............. ... .... ........... .._................ _.. .... _......... . _.... .. ........ ...... .. _ _ .. . P_2 � __......... . ___. ...... _.. XEBU_ EMERGENCY BATi'ERY UNIT DUAL LITE LM2 SURFACE 2 7.2W PAR3B 120 1'3-1/2" W X5-3i4" H X3-718" D " t n PUMP#2 , 3/4 HP 2 0$ 1 3#12 '1 12 _....... ......_....... ... _.... . ... -- _ ._.., . , # G 1/2 C 20i2 20A2P __.. __................... . . _..... . _. . ................ . ,. ...... . .. ._. __... .. ...... ... _._. ._ _......... . . .. ....... . .. ...... .... . -- ... ,........ _.., _... ...... . ...... ... .. � ............,. . ., . . �....... ............ .r. ... _ . . .... _ .. _ _ _.._... ���.�. �. c� � � ... ._ , . ... _ ..,.... .. .... ..... ......... ... .. ..._........ � THERMA _.._.................................................................__.....____............................................................... .. . _. . _..........._........_.__._.............._.........._....._................... . _............. . . . ...._. . ...... ....... . ....... . . _.................. _... . . _ _ ... .. _ .._... __.. .. ..... ......... .... . _..... .... ..... __....._............ ..... . ... ... ......_............ ....... ..... .................. .................... .......... __ _. _. .... .. ........ .......... . _............................... XiT EX1T SIGN D �� UAL UTE LXUGWE WALUCEILING 6 LED 120 13 W X 9" H X 1-7/$" D ,. .. ........ . ........ .. ,. . . .., .... ,,:..,_ ..... .. ... . ._.... . ..._... ..:... ._.. ,.... ,..,... .,..... . , . ... SF-1. .........SUPPLY FAN... .. .. 50 W 120 1....._......... .2#12, 1 #12G 1i2"C OVERLOAD 20A1 P ... .,.....,. _ . ....... ......,.. ,.. ...... .. . ...... ........ _. . _.. ......... . .. . ._........ � ... . _........._......).... . . _...._.................................................... ..............................._.............._.___ _ ..._..._.._.. .............................._._........_.................................._...............___.................. �W��� NdTES: ALTERNATE EQUNALENT LIGHTING PACKAGES ACCEPTED WITH SUBMITTAL AND APRROVAL BY ENGINEER PRIOR TQ BID. � � �� � s�c��aa�r zac>s r�pn�cn�r�.e►�c���t�c�Ns�.ru���,E�c. � C`+I ME HANI�AL SPECIFICATIQNS �, �. �EN��,�: M E C HAN I CAL L EG E N D ARE NOT NECES�ARILY�US p��LEGEND �, 16. TEMPERATURE CUNTRC?L DEVICES � �j a.FURNISH ALL LAB�R, SUPERViSiON, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTAL�ALL a.THE HVAC SYSTEM SHALL BE PROVIDED INITH AN AUTOMATIC SPACE TEMPERATURE CC?NTROL DEVICE THAT SHALL BE CAPABLE OF BEING SET TtJ - Hws - HEATING WATER SUPPLY � WORK Nt)TED C)N THE DRAWINGS ANQI�R SPECIFIED HEREIN. MAINTAIN SPACE TEMPERATURE SET POINTS FRQM 55°F TO 85°F AND SNALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN -°--- HOT WATER CIRCULATING � � � �'°' b.THE CONTRACTf3R BHALL FURNISf-I AND INSTALL ALL WORK NECESSARY TO MAKE A CC►MPLETE SYSTEM WHETHER OR NQT SUCH DETAILS ARE ' -HwR- HEATING WATER RETURN � � � � SEQUENCE. - F - F{RE PiPE MENTfONED 1N THESE SPECIFlCATItJNS OR SHOWN ON THE PLANS, BUT WHICH ARE C?BVIOUSLY NECESSARY T4 MAKE A COMP�ETE SYSTEM, EXCEPTlNG o o --cHws-- CHI�LED WATER SUPPLY � � b.CONTROLS SHA�L BE ADJUSTED TO PROVIDE A TEMPERATURE RANGE OF AT LEAST 5 F AND UP TO 10 F BETWEEN FULL HEATING AND COOLING,AND -Pw- PRESSURIZED WASTE � � G NLY THOSE PtJRTIONS THAT ARE SPEGFICALLY MENTIONED HEREIN OR PLAINI.Y MARKED ON THE ACCt)MPANYING DRAWINGS AS BEING INSTALLED HAVE A CAPABILITY OF TERMINATING AL�HEATING AT A TEMPERATURE OF 1�0 MORE THAN 70°F AND GOOLING AT A TEMPERATURE NOT LESS THAN 7$°F. --cHwre- CHi�LED WATER RETURN PLUMBING VENT PIPE (� � � � � UNDER ANOTHER SECTIC7N QF THE SPECIFICATIONS. c. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN°F,ADJUSTABLE SETPOINT STOPS AND SHALL BE MOUNTED AT 54"ABOVE FINISHED FLOOR -sMS- SNOWMELT SUPPLY -' � C/� � ��- Z WQRKMANSFIIP. ADJACENT TO THE ROOM'S LIGHT SWiTGH. -sMR- SNOWMELT RETURN WASTE PIPE ABOVE SLAB � � �} � �; -RFS- RADIANT FLOOR SUPPLY WASTE PIPE BE�OW SLAB ��a� -�� Q � a.THE W(�RK SNALL SE ACCQMPLISHED IN A TNORt�UGH ANQ WORKMAN-LIKE MANNER SATISFACTQRY TQ AND MEETING THE APPROVA�OF TNE QWNER 17. BEFORE START[NG ANY WORK,THE CONTRACTOR FOR TNIS SECTIUN OF THE WORK SHALL EXAMINE A COMPLETE SET QF DRAWINGS FOR ALL TRADES, -R�R- RADIANT FL04R RETURN � � �J � � �C37 � A N Q A R C H I T E C T. -- s-r - S T t 7 R M D t�A I N P I P E ENCLUDING ARCHITECTURAL,STRUCTURAL, NVAC, ELECTRICA�, FIRE PROTECTIQN AND PLUMBING. D[MENSIt�NS,SPAGE REQUIREMENTS AND POINTS(�F - �- GAS � .... �--- CONNECTION TC)AL�EQUIPMENT SHALL BE VERIFIED,AND ANY MINOR ADJUSTMENTS NECESSARY TCl AVOID CONFLICT WITH THE BUI�DING STRUCTURE - sr(oF)- S7ORM DRAIN tJVERFLOW PIPE � � � � � � 3.M A T E R l A L S: - M� - MEDIUM PRESSURE NATURAL GAS � HORIZONTAL C�EANC7UT CC} � t� AND THE WORK OF THE OTHER TRADES SHALL BE MADE. GONTRACTOR SMALL NOTIFY ARCNITECT IMMEQIATELY IF ANY MAJOR CC?NFLICTS OCCUR. ----fi ( } Q3 L�...,,..: a.AL.�MATERlALS AND EQU{PMENT SHALL BE NEW AND THE BEST OF THElR RESPEGTIVE KINQ, FREE FROM ALL DEFECTS AND OF THE MAKE ANQ QUALITY -IfJI- PLUG VALVE tl�-- °� *�-- `''�' SPECIFIED. ------� VERTICAL CLEANC?UT(FCC}{�R CC?TG) � � t� C�3 �� 18. COURDINATE LOGATCONS OF A�L ROOF AND EXTERIOR WALL QPENINGS WITN ALL RELEVANT TRADES,AND PROViDE WATERTIGHT FLASHINGS -{�}- GATE VA�VE � s- � �Q FLOQR DRAlN (FC7) � (� ,c��? :�" WHEREVER PENETRATIONS OCCUR. EXAGT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES AND � CHECK VALVE -� C'�,� �1 ° 4.SITE INSPECTIC}N: � � FLfJC1R SINK HALF GRA7E � °� � C.� LOCATIONS OF ALL t�PENINGS WITH APPRC�PRiATE EQUIPMENT REQUIREMENTS. --�#- BALL VALVE -- ' � �? � � (� a.CONTRACTOR SHALL VISiT THE SITE C?F WQRK PRfOR TO SUBMISSION OF H!S BID AND THQROUGHLY FAMILIARIZE HIMSE�F WlTH THE WORKING ----EV) RC7C�F E}RAIN {Fta) CQNDIT(QNS&EXACT NATURE OF THE WC}RK. -},^,}- BALANCING VALVE � tCS °� t� � � 19. PERMANENT ACCESS T4 EQUIPMENT SHAL�BE PROVIQED,AND A MINfMUM OF 30"CLEAR WORKING SPACE (N FRC?NT OF ACCESS PANELS TO TNE I� FIFZElSMC?KE DAMPER � .�' �,1 �,,°d� � b.SUBMISSIC7N OF A 81D ACKNOWLEDGES FULL RESPQNSIBILITY FC7R FURNISHING A COMP�ETE AND FUNCTIlJNAL SYS7EM. STRAINER W/B�OW-QFF VA�VE �- �- h�- c.NO CHANGES iN CONTRAGT WILL BE MADE TO AGCOMMOQATE C?R AL�t'}W EXTRA FUNQS FOR ANY OMISS{ON WHfCH RESULTS FROM A FAILURE TO ���PRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHAL�BE PROVIDEQ BY GENERAL CONTRACTOR. --�� � FIRE DAMPER � v � � � THt,?ROUGHLY MAKE THE EXAMINATIQN. 20, ALL EQUIPMENT SHAL�BE SECURELY FASTENED TQ THE BUII.DING STRUCTURE WITH CODE APPROVED VIBRATION iS4LATC?RS. ---G�4--° TEMPERATURE CONTROL VALVE �� � e� {�.. � --t�4- PRESSURE FtEDUGING VALVE TURNIN{a VANES SHUWN IN 9D ELBC►W � LU � � � 5.CODES AND PERMITS: 21. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO INSURE PROPER FUNCTION OF ALL.CONTRO�S, MAINTENANCE �1-- SAFETY RELIEF VALVE -- -C] Mt�TOR(JPEFtATED DAMPER(MOD) � CCf C,� �- t� a.A�L MECHAMCAL EQUIPMENT, {NSTAI.LAT(ON, ETG., SHA�L GONFURM TO THE 2003 IMG CODE AND ORDINANCES AS INTERPRETED BY THE TOWN QF VAIL OF TEMPERATURE,ADEQUACY OF FLC}WS AND CAPACITIES, E�iMINATIUN OF NOISE AND VIBRATION,ANQ SHALL BE LEFT IfV PROPER t?PERATING T� _M ,� W � � BUILDING DEPARTMENT. �J tX3 t,� CONQiT10N. } �� MAN�JAL BALANCE DAMPER � � C� � b.CONTRACTqR SHALL aBTAIN AND PAY FC>R ALL PERMITS ANQ INSPECTIC)NS. C. COPIES UF AL�PERMITS AND INSPECTION REPORTS SHALL BE SUBMITfED �- AIR VENT � � -�-� �° �, TO THE ARCNITECT. 22. TEST&BAIANGING: __� PRESSURE-TEMP.TAP RECT. DUC7 SIZES ARE()UT�IDE D1MS. � q�? C3� � a.THE ENTIRE HEATING ANt?VENTILATING SYSTEM SHALL BE BAtANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. ��1ST NQ. IS SIZE C7F SURFACE�HC?Whl. � 6.AS-�UI�TS: PRESSURE GAUGE W!COCK zaX�z � .� �y- �"°' b.5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TQ THE ENGINEER FOR REVIEW AND APPROVA�. � 2ND N(7. IS DUCT DEPTH RQUND DUCT � � p. a.CONTRACTQR SHALL PRt7VIDE A GUMRLETE SET QF AS-BUILTS DOCUMENTS WITH AL�GHANGES NOTED THEREUN AT TNE CC?MPLETION OF THE PROJECT c. A�L REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHA�L BE MADE BY THE TEST&BALANGE C(?NTRACTOR. O--j THERMOMETER SIZES ARE NET FREE AREA. '� � AND PRfOR TO FINAL ACCEPTANGE AND PAYMENT. d.ALL FINAL MEASUREQ GAPACITIES SHALL BE WITHIN 10%OF THQSE INDICATED C?N THE PLANS. O �T THERMOSTAT s E-�} SUPPLY REGISTER/DIFFUSER � 7.GUARANTEE: 24. THE GENERAL CC7NTRACTOR SHALL FURNISH&fNSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO Fs � a.CQNTRAGTt3R SHALL UNCC?NDITIONALI�Y GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS, INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF ---� F�QW SWITCH �- FC3R A PERlC?D OF tJNE YEAR AFTER COMPLETIC?N. 20 FEET FROM AN ACCESS PANEL. � s��RETUF2N AIR fJR EXHAUST AIR REGISTER 8.SUBMITfA�S: SHOCK ABSQRBER 25. ALL EQUIPMENT SHALL BE INSTALLED ACCC?RDING T4 THE MANUFACTURE'S INSTALIATION OPERATIC}N&MAINTENANCE MANUALS REGOMMENDATIONS Fp � CPM�SUPPLY D{FFUSER;ARRQWS MAY INDICAT �� a.CATA�OG ENF('�RMATION AND GUTS OF ALL EQU(PMENT AND DEVIGES SHAL�BE�UBMITTED TC}THE ARCNITECT FOR REVIEW(SIX GQPIES C3F EACHj. ESPECIA��Y F4R SERVICE CLEARANGES. t- �� S�zE ��, �. G1 r �-}�wH FREEZE PROOF WALL HYpRANT DIRECTION OF THROW � 9.CQC7RDiNATIt7N: --�-aE-- PIPE ANCHOR cF�^ a � � H � C� 26. F(LTERS: sizE DaOR GR1L�E(DG) C� 'C} t�` a.THE QRAWlNGS ARE L IAGRAMMATIC AND INTENQED TO SNOW SCOPE. a.SHALL BE U.L. RATED AND APPROVED. -CQm- PIPE EXPANSION Jalh1T �� SEGTION 7HRU �UPPLY AIR DUCT * : ,� 84Q � � b.THE CCINTRACTQR SHAL�CC3C3RDINATE HIS WORK WITH UTHER TRADES TO PROVIDE BEST ARRANGEMENT t�F ALL DUGTS, PIPES,CONDUIT, ETC. b.PRESSURE QRC3PS SHALL NOT EXCEED .10"STATIC PRESSURE. _ PIPE EXPANSION GU1DE SECTIC?tV THRU t?UTS(DE AER fNTAKE, '�,� k' � � 14. CUTfING AND PATCNING: 29. ELECTRICAL CONNECTIQNS: Q POINT OF NEW CONhlECTION RETURN AIFt UR EXNAUST QUCT C� a.ALL CUTi°ING AND PATCHING REQUIRED C)F THE STRUCTURE(NEW UR EXISTING)SHALL BE PRQVIDED UIVQER OTHER SECTIQNS t3F THE WORK. a.UNLESS OTHERWISE INDICATED ALL.MAGNETIC MQTOR STARTER5,THERMAL OVERLQADS,LOW VO�TAGE THERMOSTATS,CC3NTROL RELAYS, CONTROL �'�IE"- PIPE UNIt?N � a (A)SEGTIC)N CUT�El`fER �� ��� ' ���� b.PROVIDE NECESSARY REQUIREMENTS TO TNE PROJEGT SUPERWTENDENT. TRANSFORMERS AND SE?LINOID VA�VES SHALL BY FURNISNED BY THE MECNANICAL CONTRACTQR. -°- DUMESTIC GOLD WATER � (B}SNEET SMC?WN tJN c. X-RAY SLABS PRIQR TO CC3RING. b.PR�V{DE MOTQRS AND EQUIPMENT FOR ONL.Y THfJSE CURRENT CHARAC7ERISTICS 1NDICATED ON THE DRAWINGS. - --- DUMESTIC HOT WATER �J � --�ao -- QQNIESTIC HUT WATER U EMPTY THERMOMETER WEL� c. IT IS THE 1NTENT(3F THiS DIVISI(JN TO REQUIRE A GOMPLETE SYSTEM PER THE CONTRACT D�CUMENTS. {TEMP.SHOWN) 11. CLEANUP: d.CtJQRDINATE A�L EQUIPMEN7 REQUIRING ELECTRICAL PQWER, REGARDLESS OF VO�TAGE,WITH OTHER TRADES,Sl7 THAT ALL SYSTEMS ARE oA OUTDOt�R AIR --� ERIC�CAP a.UPON COMPLETIQN QF THE Wt?RK UNDER THIS SECTI�N,THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL�, EQUIRMENT AND DEBRIS COMPLETE AND OPERATIONAL. Ra RETURN AIR FLEXIBLE PIPE CQNNECTICYN INGIDENTAL TO TFiIS WORK AND�EAVE TNE PREMISES CLEAN AND OaDERLY. e.ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PNASE LOSS PROTECTION. wao RETURN A{R DAMPER ^ PIPE TAKEQFF (FRUM BC}TfOM OF MAIN) f. ALL SINGLE AND THREE PHASE MOTt,"�RS, STARTERS AND DISCQNNECTS PROVIDED BY MECNANICA�CONTRACTC)R AND WIRED BY THE ELECTRICAL R� RETURN GRlL.�E 7 12. DUCTWORK: CONTRACTOR. � sA SUPPLY A!R ---�)- PIPE TAKEOFF (FROM TQP C�F MAIN) a.DUCTWQRK SHALL BE FABRICATED AND INSTAI.LED IN ACCORDANCE WiTH THE 2003 LM.C. MECHANICAL�ODE AND SMACNA STANQARDS. co CEILING DIFFUSER -{� p�p� R���� b.DUCTWURK SHALL BE GA�VANf�ED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWURK SIZES INQICATED ARE FREE CLEAR DIMENSIQNS. 30. TEMPORARY HEATWG DURING CONSTRUGTICtN: Tc TRANSFER GRILLE � p�pE p��p c, ALL DUC7WORK SHALL BE INSULATED CONSIBTENT WfTH THE REQUIREMENTS PER SECTION 604 FOR TNE 2003 I.M.G. a.MECHANICAL EQUIPMENT SHALL NOT BE UTlLIZED FOR TEMPQRARY HEA7ING. -+R CHANGE OF ELEVATION --���--- BU7TERFLY VALVE d.A�L DUCT JCJINTS SNALL BE SEALED AIR TIGHT WITH RCD CORP.#6 MASTCC ADHESIVE WITH VERSA GRIP OR MESH. b.GAS FIRED TEMPORARY HEAT SHAL�BE PROVIQEQ BY THE GENERAL CONTRACTOR. � RISE (R}DRQP(D) --p�Q� HOSE ENR VALVE e.FLEXIBLE DUGT USED FOR CC)NDITIONEC AIR SHALL BE U.L.APPR4VED,VWYL COATED,WIRE REINFORCED FIBERGLASS,WiTH MAXlMUM CONDUCTANCE '�"�' FLEXIBLE DUCT CQNNECTION --w-- GLOBE VALVE OF.30 AND A MAXIMUM I�ENGTH QF FIVE FEET. f. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL NCJT BE GC?NNECTED QR lNSTALLED WITH SHEET METAL SCREWS �S DUCT SMOKE DETECTOR °-°�-��° �-��UID REFRIGERANT R1PE 4R t7THER FASTENERS THA7 WILL OBSTRUCT THE EXHAUST FLC?W. TERMINATE WITH A WA�L GAP WITH A BACK DRAFT QAMPER. SCREENS ARE --�-{.,�- UNDERCUT D04R �'S��° REFRIGERANT GAS SUCTIC7N PIP� PRQHIBITED. � g.D(SNWASHER EXNAUST DUCTWORK SHAL.L BE ALUMINUM CONSTRUCTION TCt MEET SMACh�A STANDARDB. SLOPE DUCTWORK BAGK TO THE DISNWASFtING HQt7D. h.DUCTWC�F2K SNAL�BE SIZED AT A MAXIMUM VELQCITY OF 9,000 FPM/.08"PRESSURE DRQP PER 100 FEET. i. EACH MECNANIGAL VENTILATION SYSTEM {SUFPLY AND/OR EXHAUST)SHALL BE EQUIPPED WITH A MEANS OF SHUT-QFF WHEN VENTILATION IS NQT REQUIRED,AND BACKDRAFT DAMPERS WHICN CAN BE CL.OSED ON FAN SHUTDQWN SHAL�BE PROVIDED FQR AIR INTAKES AND/OR DISCHARGES. �N C3WME LT SC H E D U L E j. CLEAN tJk�T RLL DUCTS PRIE}F2 TC?SUPPLY AND F2ETUF�',N GRILLE iNSTA�LATIC3N k. DOUBLE THIGKNESS TURNING VANES SHA�L BE USED QN ALL DUCT TURNS OF 90°. ZQNE MANUFACTURER& AREA BTUH! SURFACE TUBE DIA ��E NUMBER LUOP GPM/ GPM/ 13. (NSUTAi"14N: TRG MODEL NO. SERVICE �SQ FT) SQ FT FINISH {IN) �P{IN}�G LOOPS �ENGTH LOOP MANIFOLD pD (FT) REMARKS a.INSULATIQN SHALI. BE U.�. LISTED IN GOMPLIANGE WITN �LAME-SPREAD RATING OF N�T MORE THAN 25 AND SMQKE DENSiTY NOT EXCEEDING 50, PER � 7HE UNIFORM MECHANICAL C(�DE. INSTALLATION SHALl.BE IN ACCORDANGE WITH UMC REQUIREMENTS. b.RECTANGULAR SUPPLY&RETURN, &TRANSFER DUCTWORK SNALL BE iNTERNALLY�(NED WI 1"THICK, .75 LB. PER CU. FT. QENSIIY FIBERGLASS 1 WIRSBO hePEX NORTH-WEST SPA 415 125 CONCRETE 518 9 3 1$4 1.69 5.1 $.94 50°lo PROPYLENE GLYCUL � iNSULATlON WITN VAPfJR BARRIER(MINiMUM R-VAI.UE=4.0 AT 75°F MEAN TEMPERATURE). 1/2"THICK INSUTA710N MAY BE USEQ IN AREAS OF TIGHT � CLEARANCE C}R AS NQTED. 2 WIRSBO hePEX SOUTH-WEST SPAS 625 125 CONCRETE 5/8 9 5 167 1.54 7.7 6.81 50% I'ROPYLENE GLYCOL c, WRAP ALL CONCEAL.ED, RQUND ANQ FtAT t?VAL SUPPI�Y&OUTDQOR AIR INTAKE DUCTS W/�'1Z"THICK, .75 LB. PER CU. FT. DENSITY FIBERGIASS �. INSULATIQN WITH VAPl�R BARRIER(MINIMUM R-VA�UE=4.0 AT 75°F MEAN TEMPERAi'URE). 1/2"THICK(NSULATION MAY BE USED IN AREAS t�F TIGHT CLEARA.NCE�R AS NQTED. 3 WIRSBO hePEX FIRE PIT 660 125 GONCRETE 5/8 9 5 176 1.62 8.1 7.88 50% PRC7PYLENE GLYCOL -EXHAUST DUCTWC}RK DC?ES N(JT NEED ANY INSULATION BUT SOMETIMES WlTH A ROt)F MOUNTED EXHAUST FAN FOR SOUNQ PURPOSES WE INSULATE 5-10'OF pUCT FROM THE FAN -TRANSFER DtlCTS SNALL HAVE 1"L1UCT L{NER P U MP �C H E D U L E d.AL�PIPING ROUTED BELOW THE SLAB UNDERGRtJUND SHA�L BE TYPE"k"CQPPER AND SHA�L BE INSULATED WITH ARMIF�EX TYPE INSULATIUN. e.A L L G C?N G E A L E D N W S&H W R, G H W S&C M W R,A N D S M S&S M R D I S T R I B U T I U N P I P I N G S H A LL BE INSU�ATED WITH ARMIFLEX TYPE WSULATIQN TO MINIMIZE T4TAL ELECTRICAL DATA , UNCONTR(�LL.ED HEAT�OSS INTQ TNE BUILQING. AL�EXPOSED PIPING SHALL BE INSULATED WITH 1-112"THICK FIBERGIJ�SS INSUI�ITION WITH ALL UNIT MANUFACTURER& SERVICE �OCATIQN TYPE GPM HEAD RPM REMARKS ��ERVIGE JACKETING. TAG MODEL NO. �F-�-� VI PN/Nz HP f. ALL HEATlNG HOT WATER AND CMLLED WATER PiPiNG SHALL BE INSULA7EQ USING FACTORY PREFABRIGATED FIBERG�ASS INSULATI4N WITH FACTQRY APP�IED SERVIGE JAGKET{MIN. R=4.�}. NEATING HQT WATER AND CHIL.LE[3 WATER PIPING EQUAL TC?OR SMALLER TNAN 1-1/2"SHAL�BE INSULATED WITH GRUNDFOS MECHANICA� 1"THICKNESS. HEATING WATER RIPING tARGER THAN 1-1J2"SHALL BE INSULATED WITH A 2"WALL THICKNESS. CHILLED WATER PIPING LARGER THAN P-� CR 15-2 A-GJ-A-E HQQE POOL&SPAS R�M iNLINE 61.0 45.0 3461 208/3/60 5 INTEGRAL VFD,PROPYLENE GLYCOL 30%, 1-"1/2"SHAL�BE INSULATED WITH 1-112"WALL.THICI�NESS. P 2 GRUNDFOS PQOL&SPAS MECHANICAL WU(�!E 21.0 27.0 1750 2q$11160 3(4 PROPYLENE GLYCOL 50% 14. HEATING PIPI�lG: TP40-40/4 SMZONES ROOM a.HEATI�lG NOT WATER PIPING 212" INGHES AND BEL�W SHALL BE TYPE"�"G�PPER, HARD DRAWN,WITH WROUGHT C4PPER SWEAT FITfINGS. J�INTS SHAI.L BE SC►LQERED WITH 95-5 OR SlLVER SC?LDER. CQNDENSER WATER AND HEATING HQT WATER PIPING 3"AND ABOVE SNALL BE SCHEDULE 4Q BLACK H EAT EXC H AN G E R SC H E D U L E FC)R R E F E R E N C E U�1 L Y STEEL A-53 SEAMLESS PiPE WITN WELDED FITi'lNGS. b.VA�VES SHAL�BE GRANE,WALWORTH, NEBCO, STOCKHAM OR E�UAL;SERVICE PRESSURE SNALL BE AS REQUIRED.VALVES SFiAI.L BE SUITABLE FQR PRIMARYSIDE SECONQARYSIDE SERVICE II�JTENCIED. UNIT MANUFACTURER& TOTAL SERVICE LOCATION REMA(�KS c. PROV[DE HANGERS, SUPPORTS AND INSULAT(ON SADC}L.ES AS REQUIRED AND PER ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT TAG MODE�NO. MBH �W-�-{°F) LWT(°F) GPM PD(FT) EWT(°F} �WT(°F) GPM PD(�T) ACCEPTABLE. �EC PRC,����T#: 27$�5.C?9 d.PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP C7F 3.5 FT PER 1QQ FEET�4 FEE7/SEG VELQCITY. � FURNISHED AND lNSTALLED BY PGOL CONTRACTOR,FCJR REfERENCE e.CON7ROL VALVE Cv RATINGS SHA�L BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTlAL ACROSS THE VA�VE OF 2 PSI. HX 1 W 3 CARLSON HE10.0 POOL P�OL ROOM 500.0 140 110 36.0 35.fl 80 100 54.0 65.0 ONLY,SOL.UTION:30%GLYCOL i WATER [��'�"�� ���(��. f. PRtJVIDE 3'QIA.x 24"L SCHEDULE 4Q PVC INLINE FILTER FILLEQ WITH �IMESfiONE AGGREGATE TO NEUTRAUZE THE BOII.ER'S CONDENSATE DRAIN. HX-2 W^3 CAR�SON HE5.0 SPA PQO�ROOM 75.0 140 121 $.4 6.9 10Q 120 7,5 g.p �����SHED AND INSTALLED BY P(.�OL CONTRACTOR,FOR REFERENCE ���,��_�� �,����T�ET 15. REFRtGERANT PIPING: ON�Y,SOLUTIQN:30%G�YCOL/WA7ER a.RE�RIGERANT�INE SETS SHA��BE FURNlSHECt BY THE CCINDENSWG UNIT MANUFAGTURER AND BE PRE-INSULATEQ. Q�-27-(�� F'L�t�! ft�V(EW CC?M�i. 7 b.REFRI GERAN T PiP I N G C d N N E C T I O N S S H A L L B E B R A Z E D W I T H 1 5%S(L L F L U S S. P U R G E P I P I N G W I T H N I T R O G E N W H I�E B R A Z I N G. H X-3 W^3 C A R L S O N H E S.Q S P A P O O�R O O M 7 5.0 1 4 0 1 2 1 8.4 6.9 1 Q 0 1 2 0 7.5 6.0 FURNI�HED AND {NSTALLED BYPOOL GaNTRACTOR,Ft}R REFERENCE G.PRQVIDE HANGERS, SUPPQRTS AND 1NSULATION SADDLES AS REQUIRED A(VQ PER ANSf REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ONLY,SOLUTION:30%GLYGOL I WATER ACCEPTABLE. � FURNISHED AND INSTALLE�BYPOOL C4NTRACTOR,F�JR REFERENGE d.REFRlGERANT PIPING INDICATED IS SCHEMATIC QNLY. S{ZE PIPING AND DESIGN THE ACTUA�PIPING LAYOUT, fNC�UDING OlL TRAPS, DOUB�E RfSERS, HX-4 W 3 CARLSON HE5.0 SPA POOL ROOM 75.0 140 121 8.4 6.9 100 12Q 7.5 6.0 0 SPECIALTIES,AND PIPE AND TUBE SIZES,TO ENSURE PROPER t7PERATION AND CC?MPLIANCE WlTH WARRANTIES OF CONNECTED EQUIPMENT. (JNLY,SOLUTlC1N:3010 GLYGOL/WATER e.EVACtJATE THE ENTIRE REFRIGERANT SYSTEM WITH A VACUUM PUMP TO A VACUUM OF 50Q MICROMETER FOR A PERIOD UF 12 Ht�URS PRIOR TO CHARGING. SEQUENCE OF QPERATI4N �F�'���Y- GheckedBy: �� �� SZ-1 ^�3: THE DECK SNOWMELT SYSTEM PUMP SHALL BE CC?NTROLLED BY A TEKMAR 665 Ct?NTROL PANEL WITH AN ASSOCIATED ��� ����, y,,,rl°� 093 COMBINATI�N SOCKET/SENSOR LQCATED IN THE DECK(SEE MSITE FOR LOCATIt�N). WHEN MOISTURE IS DETECTED ON THE SENSCIR AND TEMPERATURES ARE BE�OW FREEZING,THE SYSTEM SHALL BE ENERGIZED VIA TME TEKMAR 665 CONTROLLER. THE ASSOCIATED SNOWMELT PUMP SHALL ENERGIZE AND BOILERS SHA�L BE ENABLED T(� ��������..�-�,.J���� MAINTAIN TNE SNOWMELT LUOP SUPPLY TEMPERATURE(130 DEG.ADJ.). SF-1: THE t7PERATlON SF-1 SHALL BE CONTROLLEQ SY A HUMlpISTAT WITH A THERMC}STAT OVERRIDE. WHEN THE `��r � TEMPERATURE IS ABOVE 32°F, SF-1 SHALL CYCLE TO MAINTAIN THE HUMIDITY IN THE DECK INTERSTITIAL SPACE J BELOW $0%. IF TNE TEMPERATURE DROPS BELOW 32°F,TME FA�!SHALL SHUT D(JWN. EF-1: IF THE TEMPERATURE IN THE POOL EQUIPMENT RC?OM RISES ABOVE 909 F(ADJ.),THE WALL MUUNTED T-STAT ENERGIZES EF-1. �� ���� � 1 t�� � e�ca}v��rr sa��c�rar�crvxA��Nc�tE�Nc co4su�ra�€s,�Nc, . � C'd t� � � PLAN �IC7TES � �� �� � � � � � � I I f I ( I I � HX's SUPP�IED AND INSTALLED BY POQL GONTRACTC7R M.C.TC) '"�' '� 2Yz' �Y2" 3j4� 2" 8 LOOPS �M ��M 5 LOOPS `�...../ CONNE�T TC? PRIMARY 51DE.VERIFY DIMENSIC?NS AND LOCATION OF HX � � � "�"° ALL EQUIPMENT SH4WN IN TNIS BQX IS � \�/ WITN POC}L CONTRACTQR PRIUR INSTALLATION. � t�J +� � LQCATEQ IN THE(E)MECHANICA�ROOM � �� � � ( ;� J ROUTE HWS&HWR P{PING IN THE CEILING AS INDIGATED ON FL.C?dR � t1J r,,�j � t�? � � � ( 1-1/4 � �`�-� PLAN. REFER TO M2.0&M2.1 FOR C�NTINUAT{UN. � � � �� �� �� I E F-11 I E P-1Q I E P-9 � E P-12 � � � ( ;� J SEE INLINE PUMP DETAIL, SHEET M1.2 FC7R TYPICAL PIPING AT AL�.WLINE � •�� � �,, I i I . �.., �---' PUMPS. � � � '�' � � ( � �''� � ( q. � PROVIDE WATER TIGHT SEAL ON EACH PENETRATl4N TMRU THE dEGK, � � � C`�9 � � t 1-112" � L�.._1 � � � �6� � 1-1/2" �.._./ � � � � 4 � .� C'� �"3 � � r�. [— — ____ — __._ ._ � ._I. _.._. - _.,�.�. — — —1- — — — —I--�� (E-�— — --.r- — — — — — � � � � � � �J�� .�.. � � �S c� �? � � � S GENER,AL NC�TES �� � � � � � [- — � — — — �r.-- — � — — ►- — — � — — — — — — — —. -� — ____ _�,.._— — — _. OUTDOOR AIR SENSOR � ,�; � �� � ` � � _ _ _ � _ � � 1. (?FFSET PIPING AS REQUIRED TO AVOID ALL{E)DUCTWORK,LIGMTS,AND � � � � �y2� ��� � � I � STRUCTURE C�LLISIONS. COORQINATE ALL.STRUCTUI�AL PENETRATI{)NS WITH � � � � � ( �-- TEKMAR 665 \ THE �TRUCTURAL ENGINEER. �`°" °� � � �- - I - - - - - —j ( \ � tt5 � �- �3 � � � � I I I � —I � � � 2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A � � � � � ( jI FIRE-RATED PIPE SEA�ANT RRTED TO MATCN THRT OF THE ASSEMBLY.VERIFY �..► ,� '�" i�. -�--3" ( --3" WI7H (E}ARCHITECTURA�DRAWINGS�OCATIC}NS tJF AL�FIRE RATED � t�j� (� SNOW J ICE SENSC7R AND SOCKET A�SEMBLIES PF210R WORK. C,„� � I ,� (� 1 �OCATE IN CHILLER ROOM �°°' � � � 1 � , I � � TOCONTROLSER � �r4� ��� c� �-- I I �, I � ( E P-3 �i E P-4 Cl,. ��' - - POtJL EQUIPMENT RG�t�M I � ����5 � `f �T � -�p�-� �� . "�; '��� ! A HX-2 � TO SPA Q � � . s�4,� � — — ( � . �� � � � ( ( � I f — — 1-114" �''`� �� * : * . � E ET-2 E B-3 � E B-4 I TG SPA�`' -�.., ,_.,_�,,,,.{ 1 } �� ���.�.� �- -�'j� I� ��fONA 'E�� .� � �- -�. _ -�-I I I I I I � C��,�-ROL .. �^. . �� � � I I � I I � A H�-� � ,-���A I E GF-2 � � _ � �' —. � � I �� � 'Qr=s�:,— �=xal. '� 5a�=a -- Fr=rar'< 1-1/4" �„. � �_ _ � TO SPA �.. � 1 .:... _......, ..,....�, ... _..... . ......... ..........:... .......... . � . , _... . . . ....., ......, . .. ...t� ...... _ .,..�........ . . ..... ........ ... ,...... ..,...... , �...:. . �...:..:. ....... _ .,. ..,... .... ... ,.::.:.:.: CON1"RC7L --..-- -�--�I I�---z� 1-'Ii2" A HX-2 � TU SPA SNOWMELT SYSTEM Bt�ILER PIPING DIA�RAM ,_'l�,t I f�-----�' TQ SPA�' �.,. ,_,_#r�,•. 'I Nt�SGALE GONTRtJL � 2" --�-- -�--�� ��----� .� R M?�-1 � TC}�WItNMING Tf�(Ej HYDRONIC � �r� P�,�� TU(E)R�4DIANT COILS&BARE 2„ ,�`� INFLC?OR HEATING ELEMENTS TO SPA�' -... ��,,,,,, ( 1 ) � � CONTR(7L �-...-�f 3" 2„ ALL EQUIPMENT SHOWN IN TNIS BOX IS LC?CATED IN THE MECHANICAL RC?OM. � �.__✓ E R8 E P-7 �_ �� .� � � � :3 J 2-1i2" 2-1/2" ��a/` � `--�' HEAT EXGHANGER& PlPING BACl4 TC3 � ��� � ��� � 4,� I q" CPVC P(PING BY THE BOILER BY TNE � POOL CONTRACTOR, MECHANI�AL CONTROLS THE ROUL Ct�NTRACT�7F2 pRIMARY CIRCULATQR C � �— ��I � —� CaNTRA�TOR, PUMP& � 4„ Z(3NE VALVE PUMP IN MECHANfCAL 1 � {NTER�OCKS WITH R�d� � � � �_ � MECH. EQUIPMEt�T e S TO POOL/SPA NWS FROM BOILEF2 � F�OW HWR TC)B41LER 2 Yi' 2 Y2" � 4„ ��� METER � FM � 1 1 �- � f I u u BP 1 HEAT EXCHANGER ZU � ��� ( � FS SQV 3�4� � E P-5 HL E p_� -� H� .�--�''� Ct�NTROLS ON THE POC7L,SIUE OF THE HEAT EXCMANGER ��'� (Ej WA7TS 511556F SMALL BE F�ROVIDED&INSTALLED BY THE PQO�CC7N7RACTOf2. AE� PF�C��PECT#: '�7�'I 5,0� FEED VALVE �,,.�' CQNTRULS C7PERATING ON 7NE BOILER SlDE OF THE HEAT EXCHANG�R SHAI.L BE WlREQ BY THE TEMPERATURE (E)WA'I-{'S 9D REDUGED � � C� CONTROL CONTRACTt'�R. PRESSURE DC�UBLE FRC3M FILTER ��j�: �����: CHECK BACKFLt.}W O2-'��-O� �-��[�M1T SET PREVENTER 2,� 2° 2° 2° � j E P 2 SEQUENCE OF QPERATI(3N tJ�-27-0� PI�AN R�VIEW CC�IViflrt. � 3r� S � � � �� GS COMPQtJL MODEL CP-3838 C{�NTROL STAT INTERL.00K SOV INVENSYS 2-WAY ZQNE VALVE P051T1VE SHUT�3FF, � � WITH PRIMARY RECIRC PUMP&2-WAY ZONE VA�VE. POWER OPEN i SI�RING CLC?SE WHEf� � -� RECIRG PUMP Ta OPERATE AND Z4NE VALVE OPEN ON A TEMPERATURES EXCEED 106%°Io16QF(ApJUSTABLE) � � (E)AUT4FL(aW CAI.L F4R OPERATION. {E}AUTOFLOW - - - AUTOMATIC HL HIGH LIM1T SAFETY SENSOR. INTERLOCK WITH CIRC PUMP FS MAGNETiC TYPE FI.�W SWlTCH. INTERLOCK WITH CIRC PUMP AUTOMATIG BALANCENG WHEN TEMPERATURES EX�EED 9Q6%°to160F ADJUSTABLE � �O�E VALVE. WHEN FLQW�S NOT DETE.f.TED THE�CR� � �T-� � � PUMP SMALL BE DE-EtVERGlZED&Tt-IE ZONE VALVE CLOSE. Drawn By: Checke�i By: � � _ o _ � _ BALANCING VALVE SET SETPOINT CIRC PUMP SHA�L BE DE-ENERGIZED&TNE E( }WH-1 �E,�WH-1 (E)WH-1 E WH-1 UALVE SET E B_� E B-2 @ 55 GPM 2-WAY ZC1NE VALVE CLOSED. gp MANUAL BAi�L VALVE BY-PASS. THIS VAL.VE SFIA�L BE �� ��� �4' 650 GAL 650 GAL 650 GAL 650 GAL G� 100 GPM �-�--- i �-L" Hl. SECC?NDARY NIGH L#MIT SAFETY SENSOR. lNTERLOCK WITM C� ADJUSTED DURING FILL PERIODS TO ALLC7W 100% FLOW � 6"MIN. SPA/POOL SIDE SHU7 OFF VA�VE TO CLOSE WHEN THRU THE HEAT EXCHANGEFt. DURING N4RMAL(JPERATIQN � �Fl1 `i, 7EMPERATURES EXCEED 106%%1$OF{ADJUSTABLE) IT SHAL�.BE SEASC?NAL�Y POSITIONED T�'J MAINTACN THE �� ��� �� � PROVIDE INDEPENQANT 120 V/24 V CONTROL PC30L/SPA SETP4if�7 TEMPERATtlRES. 0 0 � o 0 ;.. .::. ;_; .,: ; ;� ,,. ..; :.. _.,,, < TRANSFORMER&POWER SUPPLY ( ' ` ' ,, > < : : >. ._. . ...:... ...,,,,.. _.:.. ... .. :.. ...�..„ , �,,.. :... ..,..:... ...� _._.... . .,. .�.:. . . ...,.,, .. . ....,< . ,... .... . . ... ,....... ,...... .. ...... ...... ,r,. .. ... ........ .,.,.... ...�.... . . . ,...,. ,..,�.... ....,.... ,...,..,. ........ ,.... .....,..,. ., . _ :: _.,,n ,..::,., ..;,.�... .,,�..�.. ...,...,:.<` .,.M:.,>. ,,. ,_.....�,..,,.,,.. �� 1NVENSY�2-WAY ZONE VALVE PtJSITIVE SHUT QFF, I � I _ _ _ . _ w. w �.. . .... . (E�RELIEF VALVE&P{PE Tt�� (E)WATER-TO-WATER COIL W1TH CE)`�"����EKEEPING PAD —�r POWER OPEN!SPRIt�G CLOSE WNEN ����� L� FLOGR DRAIN (TYP)VIA. CtJNTRC)L PACKAGE, REFER TO ALL EQUIPMENT SHOWN IN THIS BOX 1S TEMPERA7URE8 EXCEED 1Q6°F(ADJUSTABLE) NEUTRALIZATION BASW. MANUFACTURER IiC7 MANUAL LOGATED IN THE MECHANICAL ROOM. � (TYP OF 4x} � NOTE:THE CONNECTIaN AND CONTROL SYSTEM ON SECt)NDARY SIQE OF THE HEAT �� ���� EXCHANGER MAY VARY,CGlORDINATE WITH THE POC3L CONTRACTQR. -- {EXISTING� HEATING AND DQMESTIC WATER BC)ILER PIPING DIAGRAM TYPICA� HEAT EXCHANGEFt PIPIN NQ SCRLE � �GT,�'!I� NO SCALE � 2 e�f 5 �corr��sf z��r�cn�t���aN��Nc c�su�ra�rs,�Nc. �� � C"+1 SUPPLY AND EXHAU�T FAN �GF�E�ULE �' � � SUPPLYFAN ELECTRICAL DATA NOISE OPER. � �j UNIT MANUFACTURER& SERVICE LOCATION TYPE LEVE� WT. REMARKS TAG MODEL NO. TOTAL FAN ESP W V PH HZ � � � '�" CFNI RPM {IN) (SONE5} (LBS) � � � � ° DECK lNTERSTITIAL � � Cp SF-1 COGK GC-122 SEE M2.1 WALL MOUNTED 56 80p 0.25 50 115 1 60 1.3 15 INTERLC}CK WITH T-STAT&HUMIDISTAT .� Q� � SPACE SUPPLY � Q� � � U� � �•�' POOL EQUIPMENT � � � � EF-1 COOK GC-162 ROOM EXHAUST SEE M2.1 WALL MOUNTED 145 1200 0.25 103.0 115 1 60 3.6 15 INl'ERLOCK WITH T-STAT � �j� � � �tl3 CLtiS "� � �"� � >C C� � � � � �� _� ,�., � � � � �� � � � L1., �#=t� � � � � � � � � � � � � � � � � � � � - �1 � � �'r� � c� PRQVIDE VfBRATIQN iSQLATING � �� � � VALVE CAP TYPE PUMP SUPPURTlNG HANGERS MANIFOLD SUPP(?RT f AN�LE VALVES{TYP} � � p� [,� � � AT INLET AND DlSCHARGE OF METAL BRAIDED S�+�KET(TYP.) { � � � � � THE PUMP. L?O NOT SUPPORT END CAP FLEXIBLE CONNECTOR b. � THE PUMP FROM ITS M(3TC?R. ��NE W/VENT RETURN MAIN :�"' � � PUMP PRESSURE GAUGE � � � � � WJ GAUGE GOCKS � � ''� &SNUBBER RETURN MANiFC1�D � � G� � � � � DRAItV Dt�WN � � ACCU SEITER HC)SE 81B SHUTUFF VALVE BALL VALVE UP TO 2" CUMBINATI(�N ISOLATION END CAP COMPRESSIC7N �'``-- 5l$`"f?�LO�P RETURN �,. 0 �� BUTfERFLY VALVE 2 Y2'AND LARGER VALVE&CIRCUIT SETTER � ��' W/VENT �UF�PLY FIT7ING {TYP) PIPING (TYP) p ..• `{�. ' �` STt�RINER W!BLQW CHECK VALVE � MAIN � 'A�, DOWN VALVE OMIT ON SINGLE � �" � � PUMP INSTALIATlONS SUPPLY MANIFOL.Q * �'� � * UN14N OR FLANGE ' k'" c�'� t� coNrvEC�-ia�v I N-L I N E P U M P D IAG RAM �' ����`� o�,� �� N O S C A L E Dl�AIN DC�WN �`�, J�NA � �BALL NOSE BIB VALVE ,� COMPRESSION 5/g�rQt LQQp ' FiTTING{TYP) SUPP�Y FI1°fING {TYP} REVERSE RETURN LAY(3UT „ TlE WRAP TO CfJNCRETE ��'��MELT MANIFC)L.@ D�TAIL. 2" �/1��� WIRE TIE 3't3.C. la" HePEX TUBING NC?SCALE CONCRETE SEE FIGURE 2 SPAGED 6 O.G. ���NFURCING CUVER TOP OF TUBING � �3' � �'; � . "�.,, � TO BE WITHIN � "y"`�• 518"�HeP�X TUBING � �� P-� 25%OF SLAB ;,,`'`^-...,;�; �� dEPTH } ' . >FA. _ . ' .! 1G .*.. C4MPACTED � BASE , . ° ! , GRADE � ~�``r•,,,,_� . r''f, ' 'rf f r ry;f r,,��';��'�'a,<',,rrr' r�i r �f; ;� PROVIDE ARMIFLEX INSUlATIC1N SL.EEVES AT f �::;,�f%,�`l rr E_ � i������ �.�i�r r �,�%� "`,``"�,:. _ .�. ....�..�_ . . .� . . .....v.�'�..._.,,_t.�.. _r: ALL EXPAN510N JOINTS 1N THE CONCRETE :` ,, 2"HIGH DENSITY RIGID PR�SSURIZE SNOW MELT TUBING TO 100 PSi ��� WSULATION UNDER AHU PARKING Z"HIGH DENSITY RIGID AIR TO PREVENT CFtUSHING OF TUBE WHEN '� AND SERVICE YARD. 2" EDGE INSULATION THE CUNCRETE 1S POURED � � STANDARD RIGID INSUi..ATION � UNQER WALKWAYS AND DECKS. SNGWM�LT TUBING STA#1� P'A1'T'�I�N � SNOINME�T TUBING DETAIL. rvasc,��E �, NO SCALE � � .�. AEC Pi�UJEGT#: 27815.09 C?!�1"�; {��1J�: Q2-'!9-0� P�RIVIIT SET l�3-27-09 (�I�N REVEEW�C3�1�1. ' i C�r�wn By: Checked By: � .��Ji.��.��A i-������ � V . .i4....d . 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