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JT �olxr �yZ.y�� o���� ����� ��g�� 193 GORE GREEK DRIVE ADJ AD.NSTABLE LAM LAMINATE PORTION OF UNIT B, P�4RT OF LOT 5B AwcH ANGHOR L4Y ' LAVATORY A000 GOVER SH�T �P,4 • • BLOGK 5, VAIL VILLAG� tST FILING � APPROX APPROXIMATELY LIN LINEN VAIL, GOLOiZA.DO 8165'7 ARGH ARGHITEGTURAL LT LI6HT �x ���ATlox M�►r LI�6xH��HT � � � � PARGEL #210108213003 �AGLE VALLEY SURVEY E1(5 BDRM BEDROOM MA MA50NRY OPENIt�l6 SD BOARD MAGH MAGFfINE �4101 STREETSGAPE PLAN FPA � • • • BLD6 BUILDIN6 M MASTER SLK. BLOGK MAX MAxIMUM ,4102 �XT LIGHTING/ELEGTRIG/�1L PLAN �pq • • BUILDING GODE SUMMA�RY BLR BOILER MEGH t�GHANIGAL SM BEAM MTL N�TAL SOT BOTTOM MF6R MANUFAGTURER ,4201 6ROUND L�V�L PLOOR PLAN �PA � � • • GB GATGH BA51N MIN MINII�IM BUII.DIN6 GODEz 2003 IBG, 2003 IRG _ G.6 GORNER 6UARD M.W MIGROWAVE _ G.J GONIROL JOINT MTD MOUNTED ,4202 SEGOND L�L �LOOR PLAN �pq 0 • • • � �M.0 GONGRETE MASONRY UNIT NI.G PIOT IN GONTRAGT MEGHANIG,4L GODE: 2003 INTERN,4TION�4L M�GHANIGAL GODE ""' G.O GLEAN OUT NEG'Y NEGESSARY ,4203 THIRD LEYEL PLOOR PLAN FP� • • • • � G T GERAMIG TILE (W NEW GAB GABINET AIOM t�tOMIN,4l f'L�MB�1`l5' GODE: 2003 INTERNATIONaL PLUMBING GODE GEM GEMENT O G ON GENTER A204 PENTHOUSE �LOOR PLAN PPA � • • • :: GER GERAMIG O.D OUT5IDE DIAMETER �I Q GAST IN PLAGE oP6 oPENIt� �LEGTRIG/4L GODE: 2003 INTERNP�TIONaL ENERGY GONSERYATION GODE GLOS ���LOSET ARTN PARTITION �05 ROO� PLAN FPA � � 2002 NATIONAL EL�GTRIG,4L GODE (TOV) GLR GLEARAAIGE �'� P�� A206 GROUND LEVEL RGP �PA � • GOL. GOLUMN f'L PLA'T'� GON GONGR�T� PLAS. PLASTER GONT GONTINUOUS PLNK PLANK A301 N 5, E � W EL�VATIONS �PA � • • • GONST GONSTRUGTION PLWD PLYWOOD � OGGUPaNGY 6RDUP� �4-�. R-2, M GPT. GARPET PORG PORGELAIN D DRYER Q T C�2UARRY TILE A302 SOUTH EL�1/ATION (ENLAR6ED) PP?. D.W DISHWA5HER R RISERS • � � �iONSTRUCiTION TY1°�s TYP� II-?� DSL DOUBLE RD ROOF DRAIN ,4401 BUILDIMG SEGTION �PA � � GURRENT ZONIN6: GGI DET DETAIL RO ROU6H OPENIN6 DIA, DIAMETER RAD RADIUS DIA6 DIA60NAL RE REFERENGE A402 BUILDIHG SEGTIOW PARTIAL ELE DIM DIMENSION R�G REGESSED PPA � � , DN DONM REF REFRI6ERATOR DR. DRAIN REINF REIPIPORGED �h403 BUILDING SEGTION ppq • • . C � D REQb REQUIRED • " v DUMPSTR DUMPSTER RES RESISTANT D-- D�TAIL BOOK (85x11 BOOKLET) �pq PROJEGT DIREGTORY Z E J EXPANSION JOINT RE51L. RE5ILIPNT - EA EAGH RET RETAININ6 EL ELEVATION REV REVISION 51 G01/�R SFfEET IGRM • � � �GT. ELEGTRIGAL ftM ROOM �. EQE1Q6 EH61NE"�R R5 ROU6H SAWN Q�: GI�I�G�G R05��5T UIP EQUIP�MENT 55 5TAINLE55 5TEEL `-�2 POUNDATION PLAN KRM • Q EXIST EXI5TIN6 5 V SH�T YINYL . , EXP EXPANSION �� ���� 53 GROUND PLOOR PLAN KRM • EXT EXTERIOR SEGT SEGTION P.O BOX S . 56Lr STRUG7URAL 6LU-LAM TIM6ER E�hGLE, GO 81631 � � Z PD FLOOR DRRIN �T �� 54 S�GOND PLOOR/LOWER ROOF PLAN KRM • P q70 328 081�f FDN FOUNDATION SHLVS SHELVES � E LOKOY?�I�AOL GOM �� PFE FINISH PLOOR ELEVATION .J FLR Fll�OR SSPEG 5 EI IG PIGATION 5� THIRD FLOOR PLAN KRM • - ' `� , � BILL PIER+GE, PRINGIP�4L IN GHAR6E FIX FIXTURE � �� `, ARGHITC-GTe �'"' ,� FwoR FwoRESGEPtT 5� STAINNDARD 56 PENTHOUSE/ELEVATOR ROO� PLAN iGRM • FRITZL�N PIERG� ARGHITEGTS . M � �.,, FPf�IB FR�ZE PROOF HOSE BIB � FREZ FR�ZER 5TL sri�1 1650 E. VAIL VALLEY DRI\/E, GI L.{.J W STRUGT. STRUGIURAL 57 D�TAILS KRM • FRM �rtAME �P ��p � Y�IL, GOLORADO 8165'1 V ' ,, P. a'i0 476 6342 •� " � � '� F7Fi POOTIN6 T.B Y�L SAR `-�8 D�TAILS KRM � �� F. q�0 476 4a01 � 'J F V FIPLD YERIf`( TEB TOP AND SOtTOM ' 61 6ALYANIZED IRON TE6 TON6UE AND�ROOVE AI.O � 6FQ 6A5 FIRE PLAGE ADnEAI�A #I (B.SxI I No�BOOiU �PA • . �• BILL�YP.ILARGHITEGTS GOM 6A 6AU6E T O.G TOP OF CANGRET� , � � � , . W J � 6ALV. 6ALYANIZED TM� ��� - STRUGTURAL ADD�NDA INGLUD�D . , � Q � 6EN cSEPt�RAL . GONTRAGTOR: MARK H,4LLENBEGK � � T P H TOILET PAPER HOLDER GL. 6LA55 T A T O P O F HIGHLAND BUILDERS GORPERATION p � n �� 6�M T.o v TOWN OF VAIL 25q8 PALMER P.4RK BLYD. Y m O �..Nr� T.O.W TOP OF YVALL w 6V`� 6YP�'.�IJM WALL BDARD TV TELEVI510N GOLORADO SPRINGS, GO 80�O�f W � 0 O HB HoSesls � �I�� � P. a70 476 4458 � � O � � H M HOLLOW METAL U.O N UNLE55 OTHERNU 5E NOTED V --� �� +�r,���� F. -tia s�o i68o �-- � �� V G P VITt21FIED GLAY PIPE W � O U FfDWD HARDWOOD V G T YINYL GOMPOSItION TILE � W HORIZ H) HORIZONTAL V�RT (V) YERTIGAL � O � Q --, � ��R wc �c�os�r . � 5TRUGTiJR,eJ_ �N61NEeR: KIM Ma6HEE V � U � IN INCH w� wl��L�N6F . KRM GONSULT�4NT5 STRUGTURAL ENGINEERS W M ¢ � � w.wP wELDPD wlfzE PASRIG �/AIL�O 816�✓-8 INSUL, INSULATION WP �`�� � Q �� �����R WATER-RES WATER RESISTANT W m � .,B JUPIGTION BOX ,� ,,�,� P: a-ro a4a a3a i � F: a7o a4a i��7 � � MISG. �BBREVIAtTIONS E. KRM�KRMGONSULTANTS.GOM � � 0 � ROUND MEGHANIGAL EN6INEER: DE516N BIJILD � W/ WITH W DEGREES � O �p SQUAR� FOOT t PLUS OR MINUS F.P. �N61N�R MpRK BARBER o- .�n. ANGLE RTY L I NE � GENTER LINE WESTERN ST�TES FIRE PROTEGTION 7026 SOUTH TUSGON WAY GENTENNIAL, GO 80112 � P: 303.742.0022 F 303.�1�i2.q04q DR�WING GONI�NTIONS E M�4RK S,4RBERoWS�P US DOOR DESI6NATOR DETAIL DE516NATOR 101 R�"��+A"� WI ►�L��E 1 cooR ru.�eae DETAIL NJNB9i �T����'�+ O WINDOW DE516NATOR �^� 5..+'°""`` �.\.� ='�r SLD6 SEGTION DE516NATOR ��'� f/` `�9'` ' . °�s:' \ _ �%�' 4.9� "���}��,�: 3 ,�!��, �' � `� ""/� � i , h. �. �cnor�� ROOM 1 i , sr�r r�e srbrw 1��RDOM NAME "�(� `�L � � x ROOM TWMB� �i Y� "r� � - t �� X FINISH � +����„ ��' LEVEL INDIGATOR ei� �� l SPOT ELEYATION s �� e- a��!% - � REVISED AR�A ��,/C�� ���C"���s�,r OF DRAWIN6 �, 2 Q�P�O E/�� - A601 e.tv�na+LErree qppENnUM �,,��,,, _. d' Community Devetopment Department � � v�nn...in.J:i:j�i.4.i.:�i:}:i..i{.:.,,..v,... } r�,.��.E\` ��, :: � KEY PLAN DESI6NATOR • Buildin Safe and inspection Services .,:;.:;:.,.;:;,::,;v<°;;:;::;<.;;�::<;:;,::..;,:;::.::_;;;;::>�..;,.;:..... .. . ,�..� 3 9 tI/ •:: . .,..:.:............. .... .:... ,,. �;.v:.:>;.v.�:�.::<.:�::.>..:::.><:.>.:><:.;.>.:;.;::..<;.>;::; :.:v.><,, ���oFV� � �: .;. . ::: �:::::;�: x ?� .. .. : �,:.� .,. , . \ .3 y�� y� ��\ "K� \ 1 i' Va wP '�'{ `\. {J� u' �� `�:� L� ••..� �y :�, 3 �� � 4,� \ 4. 1' i �� •�, l i \�� •� A \ , �� + i i I ,�l�i' � �� �"�II Y TEM I NAT GEILIN6 F�I6HT a. . a��,� YV2 5 5 NOTES DES 6 OR _ O ,,�,, � � C� `1 � �,� :ti;��� . � � F RITZL .:::::: E N .�::�::::: �� � :.t.. 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WP 1340 _.-1:,I REF• GYPSUM ASSOGIATION FILE NO WP U 1340 (STf�GGER STUDS�TO I NGREaSE A R C H I T E C T S � YVALL THIGKN�55 TO 8 APPROX.) 1650 E Vail Valley Dr Fallndge C-1 _ Vad,CO 81657 vailarchrtects com fax(970)476-4901 (970)476-6342 TRUE - NORTH GROUN� ����L �LOOR i�L��l � G�OU1�1� ���1� ��.00� �'�.�1� � �20� � � � I , j��� �Q�T�—} SG/�L�: I/4" = I'—O" � �� U _ � �j, , , ��-, � ;, � %� f�: -��, ��, �i - �� _ J�� %, _ -/ ISSUE RECORD J,4N 23, 2006 PEG ISSU?�NG� MARGH 6, 2006 PERMIT 155U�1NG� l�� I I V o T� � �DIEND,42#Ob ' �/, Pi�OP05ED AR�P� OF _ i ENGLOSUR� „ ��� EXISTING BUILDING /� ,i �����:;;��; - - ����a���� j�`�\Y�.� �����;��� N�W GONST�UGTION ��\���,,, ,� � ,�,���,��\��;, � I / �% /. � , , , / i � ;�i % /; / ,/ /� ; %; i //' % % �, % / � � - / /�, r�r �� �/,i�i i�; , � , �� . , �� � � � V . , , � �� ;, __ _ � i ; � � / i, ; � � � ;; j Z � _ �, , ,� ,,;� a � �/, �, ,/ .� i / � � ,r %" / � / i % % ;� % % % � _J � /, / 8„x8�� � , ,% / ._, z ; � ' ! , PIPE GHASE j % J _ , � � , / � j v�i � �' � � � w � / wia wia /� APPDXIM?.TLY q? 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STUD (SE� STRUGTURAL) � 16" O.G. W/ �ULL B?�TT INSUL W/ 60 MILL V B � 5/8" "TYPE X" G B ON INTERIOR III RE�• GYPSUM ASSOGI?�TION FILE NO. WP 8002 �v RE�• GYPSUM ?SSOGI�4TION �ILE NO. WP 1340 ARCH ITECTS -- I:,1 REF GYPSUM ASSOGI,4TION FILE NO WP `L�J 1340 (STAGGER 5TUD5 TO INGREASE 1650 E Vail Valley Dr Fallridge C-1 W�4LL THIGKNE55 TO 8" APPROX) Vad,CO 81657 vadarchitects com - fax(970)476-4901 (970)476-6342 TRU� . NORT+� T�t I RI7 L�YEL �LOOR PL�4�l � T� 1 �1� ��1� � 00� �'' �1� A203 � s� � \� ��� ���T� SG�L�. I/4�� _ � �_��� - �----____- -� ISSUE RECORD J�4N 23, 2006 PEG SUBMITTAL M,4RGH b, 2006 PERMIT ISSUANG� Q �PRIL 13, 2006 �1�1�END� #I �G�YNOT� , � �/, i�ROi�05�D �R�� OF �i �NGLOSUR� ,j�i �XISTING BUILDING �,, r ��;��;:�,:: �,,, ��\���:��:.. � a� �\�.. ��"���� NEW GONSTRUGTION ;\�,\�� , � `�'����\ ��; ��\���:� ����\�����.� I ;�/ � � I % � � I � �� � � � � U � % '� � j ' � � � / I - , � � � � I '� I /' � // � � � I % j / I / I � / % j I ,.J V I j � / i �� J / � I % �' � � � ' � % %%�/ �� // , j � ; I � j �� ��� � i j O O ,�� � I � V / / // , , � I g / �//� � i u /////,%/,////,�i/% // \.� "�\\\�'` �:.�; �\^� ��?' � o�,� ;j�/�/ / , PROPOSED 3-O � �� ���... � ������z�� :��: / � J /�/�/i/�/� ,�� ,�/ DOOR WITH NEW � > ' � ANA DOORS j - - - - - --- - - - Z — — ----- -- � — ' ` � Q � 0 O N � ( � � I � � � > � o �' � � V' t� — � � A �CmO �.cVn y,. I p � � ,r� � � O % � � w I— � N � � ��� I E' ///% - � � � Q � � ; i U � m ROOF LINE �BOVE ; - \ � �"// � 0- �% � W O � V r — — � --- --_ - - � NEW DEGK O r - - - - / V� O w �' � � � I �' I %' 0 � V � � O - ry � O Q � � j o � M a J �- ��a� / � � J-� � A `°,; � O - -- ---- --- -- - - J / - � m O � �. � � 111 � I_ � \ EL \\ / Z \; � � � � BUILDING OUTLINE BE OW ,� � BUILDING OUTLINE ELO � ,,,_ o III � / \ III � � � � O \ \� W � Z ������, :;������ � � �4 I � 0 U o � _ � — — — -- �--�--�-=��_ — v° ��, '�: O �_ �_,����, ���" ".�,;>�'�,n�` � a �� �,o �� - \ � �_ __ __ sw�Er �A i� Ario �� 'lll��i �� � 1 i � � � � i �� �,��� � ' � � � I �� �� a>, 5-7� �� O � , . _ ���/ °j�,��p a�`�� �� , � l�l��� TYfi��s i�-o� ��-o�� -r�-o�� ��-o�� i�-a�� ��-4�� i�-a�� a�� 2�-6�� 2�-q�� a�-o�� 6�-0�� i�-o� FRITZLEN �❑I EXISTING (TYP 8" GMU) 22'-O" I6'-O" 22�-��� STONE VEENER ON �/8" GR G B. ON 5 �/8" P I E R C E �� MTL STUD (SEE STRUGTUR,4L) � I6" O G 60'-O" YV/ FULL B?�TT INSUL YV/ 60 MILL V B. � �/8" "TYPE X" G S ON INTERIOR I I III i�F• GYPSUM ASSOGI,4TION FILE NO. WP A4o2 st� 8002 I ° Iv REF GYPSUM �4550GIATION FILE NO. WP 1340 ____I:,I REF: GYPSUM ASSOGIATION FILE NO WP --LI 1340 (ST?�GGER STUDS TO INGR�ASE W�4LL THIGKNE55 TO 8" ,4PPROX) A R C H I T E C T S 1650 E Vail Valley Dr Fallridge C-1 _ Vad,CO 81657 vadarchitects com fax(970)476-4901 (970)476-6342 TRUE " NORTH E�ITHOUS� �LfiZ i�L��l � ��1�T�OUS� � 00�' �'' �1� � �4204 � s� � � i�L� 1�ORT� sc���. i�4�� = i�-o�, § _ _ - / �, � � . y ISSUE RECORD J�4N 23, 2006 PEG SUBMITT,41. M,4RGH b, 2006 PERMIT 155UANG� Q APRIL 13, 2006 ?d�DENDr+� #I . V 4 12 � �� 4.12 4:12 Q � � Z � � � � � H � - W r- w . � Q J > I W J � Y4' �2 / ��-. j `�° o EXISTING ROOF Q p ao t� ,, EDG� O� J W � 0 O EXISTING ROOF � � O � � NEW ROOF � O OJ w — — �— DEGIG � I— � O � C7 � . � WM � --� � � W � °° ' i � �/ z � U " 0 Z � W � � � 0 o O V 0 o .�o����-;_�;�y,�, . ,, :��—� ��i�����, �o`����� ► ��oA ��- �i',�, � �F� �o� � � , tl� � 3 � e p � �� �, 7 � i t' . f � ��� - �( K /J ;h �a�`v ! � ����.� y��o��� y y � � _ FRITZLEN PIERCE � A402 ARCH ITECTS 1650 E Va�l Valley Dr. Fallridge C-1 w Vad,CO 81657 vadarchitects com fax(970)476-4901 (970)476-6342 TRUE - NORTH RO O� ��.�t� I �OO� � �� � A205 _ � �� � � �L�'�c �O�T� SG�LE. 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I/4" _ I' O" - — , \ t �, � .� , _ __ �--,--! � � ISSUE RECORD .l?�N 23, 2006 ' PEG SUBMITT?�L M?�RGH 6, 2006 PERMIT ISSUANG� Q ?�PRIL I�, 2006 ?�DnENn?� #I I 16'-8" I I6'-8" T O PROJ�GTI ON , T O PROJ�GTI ON��� ' �, 113'-2 3/4"_ ------- - --- -- ---- --- - ---- --------------- ---------------------- �, 113'-2 3/4"_� ��------------� - TOR ��� TOR �� 112'-8 3/4" ��--------------------------------- ---------------------- -------- - ---- ---- ---------------------------- r, 112'-8 3/4" --\\�_____ ---� ----- ----------------------------------------------------------- - -- -- - - - - - ------ D�GK BRG DEGK BRG I 4 � I �� I���u - - --------------- --- ----'�------------- ----------- ----- --- ������u ------------ ----- -------- ----- / 1 ------------------- ------------------- D�GK BRG ------------------------------ ` I DEGK BRG , 6 I i � � - . ❑ ` ❑ / I i / � I 9 9 9 g I I � � , _ _ ��r� /,i�;ri/� /��/f, /�� !� /�/i,/� i�!�r/! 5 ' , aa�-o�� b �� i �f i , /i r �� , � �,,� , /f ------------------------ q�f'–O�� ------------- ---- ------------- ,-------------- -- ----- — ---- – – -- --- PENTHOUSE PENTHOUSE 4' . , � , �' � � � o � � � � ,� � o - ' o o s , o o a � � g . . , �. , � . . . . . . , � 8a�-o�� 8a�-o�� 6 �� -------------- -- --------- --- ------ ------------- ---------- ------------------------ -- ----------- ------------- ------ ---- ---------------- ------ , THIRD �LOOR THIRD FLOOR � . . � . - - � , � , � � � i i 9 9 � \ \ 9 \ 9 9 \ � � b � 9 � 9 � 9 7 l \ \ 1 �� 10 i u 1- ,I I � � � � � � � � � � � � �a-o �D a �rq o SEGOND �LOOR-------- ----------- -- -- --------------- ---------- ------------ � D �OD � --- --- ----- SEGOND FLOOR--- -0-------- ----- 6'-0° � a � � � ❑ II � a�a�oa�o�oa�o 4 � aG000a�oo�a�o i , 4 . , 4 , � , a . , 4 , 9 � ❑ ❑ ❑ ❑ ❑ J � 8 8 e 8 8 a�oQoa�oaoa�o � o 0 0 o q a i ° q 9 4 " Z � a D ❑ D ❑ ❑ ,_ ,� � 0 � a°���°a°����a° � 6a�-o�� � o o � �„ ��� � o 0 0 19 � 69 O -- -------------LL --------�------------------------__ ___��-----�------ ------------- � �� -----------1 ---- --- � - -- -- -g ------ � � GROUND �LOOR ��DC'Q� D�/UDa ❑ ❑ �GROUND FLOOR � a O, � a O� O I ' � I � ---- --- ------------------- -------------,------------------------------- --- ` - - - - - __y------- ---- - -� m 000 000 � 0 � o w 66-5 66'-7�� � — — — — — — V ' GOR� GRE�K PLAZ�4 ENT SINEET B�51L/ �M?�TP� �NTRY 14 �4 �s , �4 RE� ADDENDA # (RE QUESTION #7) - D�TAILED =b� � g GALGULATIO1�fG FOR �lERIFYING PLAGEMENT OP j I PROPOSED OPENINGS TO MEET GODE �I w � � � �� > Q � _, Sa'-O" ------------------------------------------ ----------- S�f'-O" ����--���� � � ] � O - --------- ----------------------------- --------------------- ------- - ----- - Q � ' ������OI✓ � Y f/f/ Y m Q N GARAGE GARAGE ���/�� oo t� -.. �Ir�/�rlAN �8A60/q S 'J � O � � � U -� H wu- � U � 1�� �� � � X �� I � � ��� �� �� � 2 �� � �� � � � X �� I � � ��� �� �� � � � � —' 4 3� � v � V � A301 ?�301 W � nQ.. 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TOPPING (VERIF�t') �,� � � � � �/�//�//�//�//�, a . %�%�<��%�% � � ARCH ITECTS �/j// //�y/;, a I ���\�\�i\� a° a a I d Q I 4 � 1650 E Vail Valley Dr Fallridge C-1 o I � Vad,CO 81657 vailarchrtects com � � o � � fax(970)476-4901 (970)476-6342 a a I � � a a a ° � � S���T ��S�� � � o � I � � S�GT I ON � S���T �3�51 �. S�GTIO�I A403 � � � �� 5G/�L�: I" = I'-O" , P�ti P,E��s ��,...,.., r,. DESIGN CRITERIA• Gore Creek Plaza Remodel Job #0512-09 STRUCTURAL MASONRY vo�:�,R�y R� �>��;;%a .� ti Roof Live Load (Snow) ------------------------------- 100 psf a Masonry design assumptions require that special inspection be provided during construction +� 23 9 ' __ Roof Dead Load ----------------------------------- 20 psf according to the provisions of UBC Sections 1701 and 2105 (2003 IBC Sections 1704 5 and -v; ��� Floor Live Load ----------------------------------- 100 psf 2107 2 1) �o' .•�4.`" ' Floor Dead Load ----------------------------------- 50 sf • ••' �� P b. Hollow load—bearing concrete masonry shall be lightweight units conforming to ASTM C90 ��NA E��' - Deck Live Load ------------------------------------ 100 psf Extenor walls and walls below grade shall be grade N-1 Interior walls not exposed to A B B R E VI A TI 0 N L I S T Deck Dead Load ------------------------------------ 50 psf weather or earth may be grade N-1 or S-1 � Wind (3 Second Gust) -------------------------------- 90 mph (Exp B) c Mortar shall conform to ASTM C270 and shall be type S with minimum cube strength of 1800 Seismic Design Category ------------------------------- C psi Do not use masonry cement or admixtures unless approved by the engineer ���;. IBC Edition ---------------------------------------- 2003 d Grout shall be coarse grout as defined in UBC Table 21—B (2003 IBC Table 2103 10) with APfl 1 9 �J�� ` minimum cube strength of 2000 psi Admixtures shall not be added unless approved by the A B. ANCHOR BOLT FOUNDATION DESIGN• engineer. A.F F ABOVE FINISHED FLOOR a Design check of existing foundation is based on a maximum allowable bearing pressure of 5000 � A.F.G ABOVE FINISHED GRADE , e Minimum prism strength of masonry wall assemblies shall be f m = 1500 psi. ADJ ADJUSTABLE . psf (dead load plus full live load) according to the onginal structural plans. f Conform to size and height limitations set forth in Table 1.15.1 of ACI 530. Grout shall be b Excavation for new foundation work shall be observed by representative of the geotechnical placed in a continuous pour in lifts not exceeding 6 feet ANCH. ANCHOR � � N engineer to verify a minimum bearing capacity of 1000 psf g Bond beam units shall be produced from standard vertically voided units with pre—cut knock— APPROX APPROXIMATELY •� Q out cross walls ARCH. ARCHITECT � Q � REINFORCED CONCRETE h All masonry shall be laid up running bond with exposed joints tooled BD BOARD �j v � � o � „ i Use continuous honzontal joint reinforcing in all masonry walls, consisting of 9 gage side wire BLDG. BUILDING z � c�_� � � a Concrete design is based on the "Building Code Requirements for Reinforced Concrete (ACI 318) welded to 9 a e trussed cross wires Width of oint reinforcin shall be a roximatel 2" BLKG. BLOCKING — � ~ � 9 9 1 9 P P Y � O o r�-r7 as adopted by Chapter 19 of the 2003 IBC less than width of wall Provide prefabricated corners and tees Wire shall conform to ASTM BM BEAM � � O � � b Structural concrete shall have a minimum 28—day compressive strength of 3000 psi � � � � E— °' °' Specification A-82 Maximum vertical spacing of joint reinforcing shall be 16'. BOT. BOTTOM � � W w�� c. Concre te s ha l l be propor tione d using Type I—I I su l fa te—resis tan t cemen t A dmix tures con taining �� oo � chloride salts shall not be used j Provide 1/2 clearance or expansion material between masonry and other structural elements B.O.W. BOTTOM OF WALL Z � ,.,� � � - unless noted otherwise BRG BEARING Q 'L �° � ~ � � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of � � � J�� k Vertical control �oints shall be provided full height of masonry walls as located on the CANT CANTILEVER J � Concrete Practice. g � � / " C J CONTROL JOINT � � e Anchor bolts for beam and column bearing plates shall be placed with setting templates drawin s Construct control oints as continuous head oints with mortar raked back 3 4 at both faces and 50% of the horizontal �oint reinforcing cut at the �oint Bond beam reinforcing CMU CONCRETE MASONRY UNIT � � f Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and rn and rout shall continue throu h the oint Z spaced at 10 bolt diameters unless noted otherwise g g � CEM CEMENT � � g Concrete floor slabs on grade and on metal decking supported by framing shall have sawn or I Fill all voids and celis within 12" either side of centerline of beam or column bearing location CLG CEILING � � N � � � tooled control �oints at a maximum spacing of 15'-0" in each direction. Locate control �oints with (2)—#5 reinforcing bars and grout continuous to foundation unless noted otherwise � CENTERLINE — � c`no rn `� along column grid lines where possible and provide slab isolation joints around columns m Masonry walis, including site walls, shall have a continuous horizontal bond beam consisting of CLR CLEARANCE � � ao Q, a, i Concrete coverage for reinforcing steel (2)—#5 bars and solid grout at the top of the wall and at 8 -0 maximum vertical spacing COL COLUMN � � o o � � 1 Concrete cast against and permanently exposed to earth. 3" unless noted otherwise CONC CONCRETE � � m v 2. Concrete ex osed to earth or weather: n Openmgs in masonry walls shall be reinforced with a #5 reinforcing bar in a vertical grouted � P CONN. CONNECTION L J O X A 5 bar and smaller 1 1 2" cell each side of the opening and (2)—#5 bars in a horizontal bond beam above and below +., O Q � Q # � , „ CONT CONTINUOUS � � ��� B 6 throu h 18 bar 2 the opening Extend reinforcing and grout 2 -0 past opening on all sides # 9 # CONST. CONSTRUCTION 3. Concrete not exposed to weather or in contact with ground o Masonry wa l l s ha l l be grou te d on ly a t t hose ce l ls con taining rein forcing s tee l un less speci fica l ly C P. CRIPPLE POST A Slabs, walls, �oists (#11 bar and smaller) 3/4" authorized by the engineer C W CRIPPLE WALL B Beams, columns 1 1/2" LIGHT GAUGE STEEL FRAMING DBL DOUBLE DET DETAIL � REINFORCING STEEL a Metal studs and �oists shall be of the type, size, gauge and spacing indicated on the DIAG. DIAGONAL drawings, with minimum section properties as specified DWG DRAWING a a Detailing, fabrication and placement of remforcing steel shall be in accordance with the ACI b All 16—gauge and thicker structural studs and �oists shall be formed from steel that conforms DWL DOWEL Manual of Concrete Practice to the requirements of ASTM 570-79 or ASTM A-446—D with a 50,000 psi minimum yield EA EACH � ~ b Except where otherwise noted on the drawings, reinforcmg bars shall conform to ASTM stress E J. EXPANSION JOINT � Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note c All 18—gauge and lighter structural studs and �oists shall be formed from steel that conforms ELEV ELEVATION �� on plan, or bars to be welded, which shall be grade 40. to the requirements of ASTM 570-79 or ASTM A-446—C with a 33,000 psi minimum yield [--�+ c. At splices, lap bars 44 diameters Do not weld or use mechanical splicing devices unless stress ENG. ENGINEER � � specifically approved by engineer d Contractor shall provide bridging and blocking as required for stability and stiffness of the EQUIP EQUIPMENT � d At corners, make horizontal bars continuous or provide corner bars. Around openings and steps final wall or floor/roof assembly EQUIV EQUIVALENT in concrete, provide (2)—#5 bars extending 2'-6" beyond edge of opening or step e Structural studs and �oists shall be coated with red zinc oxide paint, or shall be galvanized EXSTG EXISTING � w , e. Extend reinforcing steel a minimum of 2'-6" through cold joints Unless specifically located on f. All field—welded joints or ground areas shall be touched up with a similar rust—inhibitive (E) EXISTING � plan or details, coordinate cold �oint locations with engineer. material EXP EXPANSION �� f Welded wire fabric shall conform to ASTM Specification A-185 Lap welded wire fabric a g Unless indicated as a box beam or header, headers shall consist of two C—joists placed EXT EXTERIOR � minimum of one full mesh plus two inches. Laps shall be wired together back—to—back and attached together per connection schedule F D. FLOOR DRAIN � a g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent h Top and bottom plates shall be 18—gauge steel or thicker Track sections placed on concrete FDTN. FOUNDATION � adhesive systems Minimum embedments, if not specifically indicated on the drawings, shall be walls or slabs shall have a moisture barrier and sealer between concrete and steel FLR. FLOOR � '� according to the manufacturer's specifications FRMG FRAMING h Metric bar size conversion table• GENERAL REQUIREMENTS• w FTG FOOTING a � METRIC INCH—POUND GA GAUGE � M—+ LCJ ' #�p #3 a Structural erection and bracing The structural drawings illustrate the completed structure with r--� #13 #4 all elements in their final positions, properly supported and braced The contractor, in the GALV GALVANIZED � � C� ro er se uence, shall rovide shonn and bracin as ma be re uired durin construction to GEN. GENERAL � � #16 #5 P P 9 P 9 9 Y q 9 * #�g #g achieve the final completed structure Contact structural engineer for consultation (not in G L GLUE—LAM 00 #22 #� contract) as required GYP. GYPSUM/GYPCRETE #25 #8 b. Shop drawings- Submit shop and erection drawings for structural steel and miscellaneous steel HDR HEADER � � #29 #9 to engineer for review pnor to fabncation This review is for general compliance with the intent HORIZ HORIZONTAL w � O � w Q #32 #1� of the structural design The architect and/or contractor are responsible for checking HSS HOLLOW STEEL SECTION � � � #36 #�� quantities, dimensions and coordination with other trades HT. HEIGHT � c Existmg structures Contractor shall be responsible for venfying dimensions, elevations, framing, INT INTERIOR � � � � STRUCTURAL STEEL: foundation and anything else that may affect the work shown on the drawings. Underpinning, INV INVERTED � a ' shonng and bracing of existing structures shall be the responsibility of the contractor a Structural steel shall be detailed, fabricated and erected in accordance with the most current d Dimensions Check all dimensions against architectural drawings prior to construction Do not ST JOISTSTUD � � � editions of AISC Specifications and Code of Standard Practice. scale drawings Q � b. Structural steel W shapes shall be ASTM A992 Other rolled shapes, including plates and angles e Construction practices• General contractor is responsible for means, methods, techniques, LAM. LAMINATED Q shall be ASTM A36 Tube sha es shall be ASTM A500 rade B Pi es shall be ASTM A53 rade LLV LONG LEG VERTICAL „ , p 9 P 9 sequences and procedures for construction of this pro�ect Notify structural engineer of LONGIT. LONGITUDINAL � � � B or ASTM A501. omissions or conflicts between the working drawings and existing conditions Coordinate i--� � c. Tube sha es are actual size as s ecified on lan Pi e sizes indicated on lan are nominal LTWT. LIGHTWEIGHT � P P P P P requirements for mechanical/electncal/plumbing penetrations through structural elements with C'� , ( PP � P'P g y P y LVL LAMINATED VENEER LUMBER � � a roximate inside diameter and refer to AISC i e schedule dimensions structural en ineer. Jobsite safet is the sole res onsibilit of the contractor All methods � � d. All bolts used in steel framing shall conform to ASTM Specification A325 Anchor bolts and used for construction shall be m accordance with the latest editions of the IBC/IRC. LSL LAMINATED STRAND RIM MATERIAL � � a bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless f Details not specifically shown on the drawings shall be constructed in a manner similar to the MAX MAXIMUM noted otherwise. details that are shown for like conditions These items shall be brought to the attention of the MECH. MECHANICAL � � e Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum structural engineer as soon as possible for approval Approval shall be obtained prior to MAT�L MATERIAL number of bolts called for in Table II—A of the AISC Manual (ASD Ninth Edition). installation MANUF. MANUFACTURER f Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent with g It is the responsibility of the contractor to contact the structural engineer at the appropriate MIN MINIMUM � the following minimum embedments. time to perform site observation visits Observation visits to the �obsite by the engineer are for (N) NEW � � 1/2" diameter ---- 2 1/2" determination of general conformance with the construction documents and shall not be NOM. NOMINAL » �� construed as inspection 5/8 diameter ---- 3 0 C ON CENTER h. Though every effort is made to provide a complete and clear set of construction documents, 3/4" diameter ---- 4" OPNG OPENING g Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved discrepancies or omissions may occur Release of these drawings anticipates cooperation and OSB ORIENTED STRAND BOARD � continued communication between the contractor, architect and engineer to provide the best PLATE � � equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, possible structure. These drawings have been prepared for the use of a qualified contractor h'- shall be according to the manufacturer's specifications expenenced in the construction techniques and systems depicted. PLYWD PLYWOOD h All welding shall be done by an AWS qualified welder PKT POCKET � � i Delay painting within 3" of field welds until welds are completed R.0 ROUGH OPENING � Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer RAD RADIUS � shall be galvanized and shall be attached to the foundation with galvanized or stainless steel REF REFERENCE � [� expansion anchors REINF REINFORCE/REINFORCEMENT �.,{ GROUT REQ'D REQUIRED 9 � � RET. RETAINING � a a All grout beneath column base plates and steel beams at bearing shall be non—shrink, REV REVISION STEELnc63E-�(oEtallic type grout Grout shall have a minimum compressive strength of 2500 psi R.S ROUGH SAWN SCHED SCHEDULE a Steel roof and floor deck shall be the depth, gauge and rib type indicated on the drawings. SECT SECTION KRM b Deck shall be fabricated from steel sheet conforming to ASTM A 611 or A 446 having a SHT. SHEET designed by minimum yield strength of 33 ksi SIM SIMILAR draWn b MTN c Deck shall be manufactured and erected in accordance with standard recommendations of the S I P STRUCTURAL INSULATED PANEL y — - Steel Deck Institute. SPEC SPECIFICATION �checked by d. Welding patterns and details shall be indicated on the manufacturer's shop drawings SQ SQUARE � �,�..,, �` — Required diaphragm shear values or connection patterns are indicated on the structural STD STANDARD � �" drawin S. � ,��`,�� issued e. Sheet s shall be finished by phosphatizing and painting with a baked—on acrylic primer. Where STRUCT STRUCTURAL � � deck is used as a concrete form, the side of the deck in contact with the concrete shall be T TRIMMER � � `� PERMIT 03/06/06 phosphatized but not painted. T&B T O P & B O T T O M � � ` R E V I S E D �q- 1 9 �6 f Openings larger than 6" in diameter shall be approved by the structural engineer prior to T&G TONGUE & GROOVE � �'� / � being cu t in to t he dec k �' �,��_-� T.0 C TOP OF CONCRETE g Use welding washers for deck with thickness less than 18 gauge. T.0 F. TOP OF FOOTING � �, T.0 L TOP OF LEDGE �3 T 0 M. TOP OF MASONRY T 0 TOP OF T 0 W. TOP OF WALL � THRU THROUGH TRANSV. TRANSVERSE � TS TUBE STEEL COLUMN 19 OO6 . TYP. TYPICAL U N.0 UNLESS NOTED OTHERWISE VERT VERTICAL he�'OWN OF VAIL V.I F. VERIFY IN FIELD W.F WIDE FLANGE W.P. WATERPROOF \ � W.W.F. WELDED WIRE FABRIC WD WOOD ; W/ WI TH . W/0 WITHOUT , JOB #0512-09 = k ; _ ^ % . �Q.�� RE G�STF ��.,.... on���y R• M�c.4'�` : c�:� y. ._ " :" 23199 ; . e -o� •4, � '. ��cr �G� - ..« ••�� - S�eNA�� APA 1 g '�'?� � � � � Q N � � � � � O � U � ¢ o 00 00 Z � � N U � O� � � pZr7t� O � � � Q � � � rnrn � � � w J.-..-. Z � �'`� �- � o ¢ Q '� c� � f= r�-� �. � � cfl cn �`.`. 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I I I N � � � � � _ _ _ - - - - - - - - _ _ _ _ - - - - - - - � TYP. � \ 0 � � � � I — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ — — — — — � — — — � � � I � L _ \ � `n � E-+ ^ I _ _ - - - - N �y � �- - - - - - - � _� C'�J . � � � �' _ � � � N � �_ —� �— Cp 4 � � S8 � [—.� 3'-7 3/4" ~ � 16'-0 5/8" � ►� 3'-2 3/8" � � O PLAN � � NORTH � � �O U N D A TI O N P LA N SCALE: 1 4" = 1 �-o�� � � � O _ PLAN NOTES a 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS- T.O.W.=TOP OF CONCRETE WALL T O.F =TOP OF CONCRETE FOOTING 2 TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING designed by KRM CONDITIONS AT THAT DEPTH CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED drawn by M TN 3 STEPS IN TOP OF CONCRETE WALL INDICATED � checked by 4 CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ISSUed WALLS UNLESS NOTED OTHERWISE 5 CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" PERMIT 03/06/06 THICK x 16" WIDE UNLESS NOTED OTHERWISE REVISED 04/19 O6 6 DO NOT SCALE DRAWINGS SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN 7 (E) REFERS TO EXISTING CONSTRUCTION ( — — — — — —), (N) REFERS TO NEW ( ) sheet JOB #0512— 09 �� aoo RE�is ;o�,n�:��y R�;�j'�l��' .�,� `� ���`'a .� y�.,. ;" 23199 � � � . . . �, _ ''o,�'•.. ��G\��. • � N A �� I�PR 1 9 ?��!� � � � � Q N N O � 2i � O �t' U � ¢ o ao 00 Z F' NUd� � — � � � I I � � nr � � � � � rnrn � � � W J r.r. z � M �— ~ o ¢ Q '� cfl � f= r,-� l� F-- � [O (n J�� J � � � � � � I I I Z � O � •- � � I I I v � � � � � I � I I ° � � i i � � � �� � I �„� � xo � � i I--- — -- — — — --- — — — — — --- N�-- o — — — — — N I— -- ---- — — — ----- --- — — —I —1 � � m � � � � L J O X � F � � � ^I �G G 6 �J��, w 69'-0 1 I I � n � >°;� I � � �,� S$ +�6 � T 0 T O P P I N G S8 I I � I I P�� A�, I I I I � �� Fc � � � - -. — _— ____ — __ T — � Q I — _ _— — � —_. -- � - - - - - - - � (E) W18x50 � � � ! I � � iI ��+'` � — — — — — — � ; �'o,�,c� � - -- - - - - - - - - - - - - - - - - - - - J � � � � i ��,1 � � I c�o � I — — � j - - � � � (E) W21 x55 � � �I I � (E) W27x145 � (E) W21 x55 � � � � � — — � � _ — � T � � � � � � — — — — HSS3x3x1/4 i f �T,� -��r - .� - _ I� ' - -�'�J- - - - - �,--�,- � �� � � � i� I,I I�I I � � �'� I � � � P I , � � � L - �. - - -� - �- - ,���� ��� � � � � � � � � �, � � I � � HSS3 3x1 4 I I I I I ��� � I � � � � 1 � �XIS�IN� �UlL(?ING ENCI.� UR� OUTLINE � � il II I�I �,� � � I�� � � � w l � � � �I I I I I � � I I �'� I �� � i ! � � f � 5 � HSS3x3x1 4 � � �� i�i � � i i i i � � 9 � _ , � _,� � II I s� � ,� � �� � (E� 12" PR�E AST DjpUBLE TEE's I S� 3 I I � i � � �E�I�I12" PRECAS�i�DOUB E TEE�� I�I I 3" CONC SLAB ON 1"x26 GA. STEEL � I , J j � � � � I II I I III � � � DECK VULCRAFT 1.00 CSV � w HSS3x�3x1�4 � � HSS3x3x1 4 Iil , , � I � � � t I � . I � } � 2�_� � I II I � � ��� ,_ , � � I I � CONFORM OR EQUIV ), REINF. SLAB � � DROPPEp � , � � � I F�R E�LEVA�dR PIT � � � ° w w � � I�I {6 0 �CONC. ii� � I � � W/ 6x6-W2 9xW2.9 WWF � Q,' � I � � x o x � n� �I II � � � � �I I�I � THROUGHOUT � �.,r ' ' I (N) T 7. CONC. TOP ING _ � N o 0 0 0 � �I I I � I I ( ( � � I � Q 00 � � (1�� �� MAX ), REII� .- W/ � � � ... � " H x x1 4 � � �I�I� � ��� II ��� II I I ^ � I #3' � 12" EA. WAY SS3 3 I TH�O �HOU�, MAX 'T PP1NG � � � il II ��� � � � � I�I � � STEEL��STUD CRIPPLE WALLS, 3 1/2"x w � O ( „ � I I I I � I I I �'� � 1 5/8 x20 GA (350S162 33) STUDS � w Q I � DE�TH �T 12 _ ( i � � � I I C� 16" O.C. W/ CONT 20 GA. TRACK �� � E.., � � ` � � � 3 , 3 � f ; I�I � II WALLS O�ER DT �EGS BELO�W LIGN � � � O � � ' E_( � 3 3 HSS3x3x1 4 � ' I � � � � � �3� � �_ _ _ — —I _ � w � � � ��� ' _ � � � ` � 1 � �S$ ' � � � � �i _ _i;! - - _ - _ _� _ - - - - , � �., o � , � � � _ _ _ _ _ __ � ___-- _ � `�� _ - - w o w , / � p � k � _ _ _ - - - ,c� - - - _ _ _ - - -I- o � � _ _ � � �� i � � B OoN(E� D�f LEGS _ _ _ -�_ _� __.� - - - -___ _ �S�-3�-3 _ _ _ _ _ - � BM PKT. o � � o � � _� - � � � i ,_ - - - - _ - - _ _ - - - - - - - L - - - TYP. � `. �°�� I � � �' ►--� a � I �_�____�_ _ - - - - - - - - - 2 wsxio _ _ _ _ _ _ _ _ - - � � � � �- S8 (SLOPE) I- - - `� , EDGE OF (E) DT r � � PANELS BELOW CUT BACK (E) DT's TO EDGE OF (N) BMS. AND REMOVE PORTION BTWN. BMS � 5'-0 1/2" 6'-6 3/8„ 4 � � S8 (VER I FY) (VER I FY) � F� O � Z 0 � � � PLAN � � G-� N ORTH GROUND �LOOR FRAMING PLAN SCALE: � 4" = 1 �-0�� PLAN NOTES: designed by KRM drawn by MTN 1 COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: p checked by NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED. � issued 2. ALL COLUMNS ARE LABELLED AT THE TOP 3 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION PERMIT 03/06/06 4 (E) REFERS TO EXISTING CONSTRUCTION ( - ----�--- -- -- -), (N) REFERS TO NEW ( ) REVI SED 04/19/06 sheet � o JOB #0512-09 � n�App REG/Sf�, �,.,..., Gp�.•�,`��'y R M�c•.�� .� y: :� 2319 ' � • •� �:� �`(� �•��, = o •• `� •• � .�' .. .••��� : �ONA � �PR 1 9 �ry;`;, � � � � Q N � O � � � O � C� � Q o 00 00 z � � NUO� � � � p Mr� � � � � � � � � � I � a � � �.-.,--, __ I I � I I � I � I I � I z � � ~ � o ¢ � I---- — — — — — �_ ____ — — �-�-I — — — — � � ��J , — — � � __. � � � -- —I -I � I � ��, � v ��� I I � I � � I I � I � � I I � II w � I � I I � I cn •- z � ' I I � I � � � I I � I � I I � I I w � I � I I � I �U °� N °orn � I I _ I � m I I I I � I � � ° O �' � � -- -- -_ - - ---_ — - - �-1-� -__ --- _�- — � _ _ ��-, _ - -- - - - - - _ _ -- - - � � � � � � Xo � � � � � � � � . � � � � I I � I I Q � I � T 0 TOPPING I I � � � � m � L J O X � � � I w � � I �- - - - - -JJ � (A d ��:.�.� � � I I I I � I I '� � �_ � � — ____ � — � _ � — _ Tf-1 - - -^ - - � — �_.__-� --- - - - - - -- --- — -- - — I I � II N � I � I I � � I � �^ I I L4x4x1/4x0'-8 1/2 W/ (2)-1/2�x4" � � � � I ( � " I I I SCREEN TUBE EPDXY ANCH's TO (E) � � - � I I I � I I CMU WALL, TYP. EA END � � � � I- l- - - -- - - -- - - - � _ — �-�� � _ _ — _ � - - ^ _ L � ___._ —. — � — � � —. _ � _� � � I I � MC12 x 106 I 6 I L - - - � � � 8 I I 2 I I I� , ��82' 10), � , 5 S7 � � �� � � S7 S7 I I I N N I I I S7 I I � �-�1 � � � — — — — — --- — — — — — — — I I � � �- � — —__ � � T. �_ _ __ �. _ � � � � - - - - � - - - - - - - - - - - � r - - - -� x � x � — - - - - - - - - - - - - - - - - - - � - - „ � h+l I I I � O O � � I I '�j� 00 � � � + + - �� MC12 x 1 � � .�+� I I I � � �n � L - - - - - - - - - - - - - J � L - - - - J � � � � - - - - - - - S7 a �� 80 -4 �� �+,� '` � W16 x 31 �--� �+„� � �SSD�'� �� D�+ ^ � - - - - - - - - 79=10 1 2 - - - - - - - - - - - I � � �+ � � I N +� w � ^� � I � �7 f �� w ~ 3 � > I ��+� I ~ �+ C� - w ,� S7 v � C O N T. T R A C K S E C T I O N � Q � �I � � � CONT W$ X �O N N N N N „ ,n � � � � � � � 6 x16 GA _ 00 �' Q c•i � � 1ro 7g' 0 x x x x x � (600T100-54), TYP °0 � ifl x X c� c� X �� o 0 0 0 0 � � � �i � � � � � °0 � � `Z��'S�� c,`��`+� _ � � � � � � � �( ; w � Q x � C° +� � �`4 � [� � �. +,� � � � o � � � `� ,.a O . �n o 4 � x N S7 � W14 x 38 � w � � � � I (78'-3) I � Q � �� - W14 x 26 +"�+� �\�`' � I� � � ►-a-r 1 � � � �' , �� 77 -7 ,�,�' S7 � _ _ _. � � a � +.� ���. � r � � `��+� 1 '�+�+ L � I � � ,z,� s� �5 _ __ � � _ _ _ _ _ _ - - � � � � 5'-9" 5'-6" 5'-6" 5'-9" 5'-0 1/2" 3'_3" 3'-3 3/8' 5'-2 1/2" 5 -0 5 -0 1 8 , „ � ' 5�_�» 5'-2 1�2.. (VERIFY) � � O � � � � � �' � O a PLAN N ORTH designed by KRM SECON D FLOOR LOW R OOF FR AM I N G P LAN SCALE: � 4" = 1 �-0�� drawn by MTN PLAN NOTES: checked by issued 1 COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: 0 NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED• � PERMIT 03/06/06 2. ALL COLUMNS ARE LABELLED AT THE TOP. REVISED 04/19/06 3. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION 4. ROOF DECK IS 1" x 26 GA. STEEL DECKING (VULCRAFT E26 OR EQUIVALENT) 5 (E) REFERS TO EXISTING CONSTRUCTION ( - - - -- - -), (N) REFERS TO NEW ( ). 6. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. sheet . JOB #0512-09 �p REG/ST o�P��y R��Sfc�y�Fo .V�� c^. - ;� Zg199 .� _ A+�• :_� %�o�� �� �\ � s�eNa�-�`� . �I II � 9 �r \ /1 v�., ._� � � � � Q N � O � � � O � U � a o � � z � � NUrnrn � � oZM � O � � � II � � � rnrn I- w�� � � � I � � I I' I I I I Q •� � � � oQ � �— — — — — — — — — — — — — — �-� I —I i I�� — .� � --- -- — — ---I � � � cD cn ��� I � � II I � � � I � I I � � I � � I I � �,, � � � � � 'rn I � I I J II � z � ...�, � � � � - - - - - - - � I m I I � � ° N �om ,� I �' � �-- �- - - --- -- - - - - ___ — - - �Ii - - —i � � � � �—i—� -- — - -- - - __ — .__i —i " � � � � �, I � I � I I � � � � � � � � � I I I I � I I � I I � o ° rnrn � � � � - - - - - - - J � � � � I I � �, O — ° Q L -� I I - - - - - - - � u� � > °�,'� . � i- �-- -- -- - - .� ___ � , _— � � — � i r -� � __ N - -- �I� - - � � � -- - - — - - -� -i � i i � i ii � i � i ,_ i i I sg o I I � � � i I I V i I i T 0. TOPPING _ , I � I I I I � � � � — � � � l� � � �— ____ T — _ � - - - � — �— � � � —. (- -�- ____I -- �— i� — � � �_ - - - - - - I I � I II � � � j j I ��- - C - - C- - �i- -- - - {- - -�- -� � � � _ _ _ _ _ w I � � I � - - - - - - - - -i- - - - - - - - -� I � I L_ ! - -� C — �� � � � � � I � � � � � � � � I � - - __ � ____ � � _— ___.. _.� —� — � �� I € � II � � �_ � � � T � � � � I � �'I-- -I — = � � r � ,—_ _ I , � I � � - - - � � - - - � W L � , � � �I� , � � I � � � I � � � � � � i i i i � � i ' - - - - - � I � L� _-�� -_ �� _ �-J� - � - -�- ,�, f HSS6x4x1 4 � i I � � -- - ' - - �- - -►- - �- - , L� - -�- -_ -� - -'- - �- JJ � �,� �s9�-ot) tis � � � � � � s� - ���+�+ X � � � +�+�, I I � � . I I � � � _ � X � (p � � � � � � i �y _ � � � � ' � �y � � � 2 � � � � SS6x4x1 4 � � � o ,�'`� 89 -�t yss VERIFY (E) CONSTRUCTION AT DECKS N INFILL WALL BELOW, w � Q p�-1- R-f- ���� �. � � ��+ A+� 6 x1 3/8 x20 GA (600S137-18) � � � �� �6 STEEL STUDS � 16" 0 C. � � O O . ,o a s� � w � O � � � � � NOTE SPLICE ELEVATOR COLUMNS AT � � , THIS LEVEL ONLY, VERIFY T.0 BM ELEV's C''� � � WHEN EXSTG. DECK CONST. IS EXPOSED � � a � � � � � � �--� � � � � � O PLAN � 0 N O R TH ,_.,, THIRD FLOOR FRAMING PLAN SCALE: � 4" = 1 �-0�� � � PLAN NOTES: � � a 1. COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED 0 NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED• � 2. ALL COLUMNS ARE LABELLED AT THE TOP designed by KRM 3 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION drawn by MTN 4. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW ( ). checked by issued PERMIT 03/06/06 REVISED 04/19/06 sheet � � JOB #0512-09 P�p REG/sl ������ R•'���'r�FO ;�;��,`� cy. •s .� � FILL IN TO (E) ROOF ;Y 231 9 .� s EDGE W/ 8"x1 5/8"x18 'O '• '`" _ GA. C-JOISTS (VERIFY • ' '��G�� - •.. .. (E) ROOF FRAMING) SS�ONA��'� � FILL IN W/ (N) CONC 112'-8 GROUT AS REQ'D T.0 DECKING . ,�, � 1�2„ PLYWD OR OSB. � � �'��O^ - SSQ+R �iP� 1 9 �'�'���� SHEATHING, TYP. I �+ �� d- +� (E) EXTERIOR WALL ��`+ �� X � � ° I (N) 6"x1 3/8"x20 GA. �`G' �� x � 6 STEEL STUDS � 16", TYP. I co j ccDi� I �, > oNo I (E) TS 2 1/2x2 1/2x1/4 cNi�� _ � 'u� a � 3'-0 0 C. _� � 99'-0 `-' `� � � � °° o � 98�_� CONT EDGE L5x3x1/4 (LLV) _ _ _ ° T 0 TOPPING ,��0 111 -11 1 4 ys'S, Z -� � {�- N � � � Q � p � I I TO BM r � r � �///// �`+� +R+� (n � � ornrn L � L J �iii,i� �5°c+ ��, �— �, � W w r.., H S S 6 x 4 x 1/4 T Y P. A R O U N D (E) 12" DT's �T T� � Z � � �_ � o ¢ SHAFT AT EACH FLOOR LEVEL �j j jj j� �� � a� `�° � J vv I I (HSS4x4x3/16 COL's AT I ��L�� S� � � ., CORNERS NOT SHOWN) (N) HSS 4x2x1/4 �TT� I I I � (E) TS (E) 12" CMU WALL��////// � � �iii�i� PLAN o � '`.�_ �'T T�� N O R TH v �' � � °; ; ���%� E �EVATOR R 00 � �R AM I N G P LAN SCALE: � 4" = 1 �-0�� ° � � � � ✓�.r�i, i�_ � x �t- �r- � m � rnrn PLAN NOTES: � � � oQ � Q 3 1 ALL ROOF RAFTERS ARE. 8"x1 3/8"x18 GA C-JOISTS � 18", TYPICAL, UNLESS NOTED OTHERWISE. � � �- >�� SCALE: 3/4" = 1'-0" S6 2 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION � � Z � � � � �� � (E) TS 2 1/2x2 1/2x1/4 � 3/16» 2"� 6„ � d o d � 1""'1 (N) TS 4x2x1/4 � I � I I I �� Q,' I � I � � I I I I � � a � L _ � _ _.'_ __ _ _ _ - - - - - - - � � ___. � — � __ _- - - - - - - - __ _ _ ._._. � - - - � L __ - - L �. _ _ __._. _._ - - - -L —I � I I - - - -- -- -- - - - -- - -- � � (E) EXTERIOR WALL � I I I I � � � � I W � I I I I � w � 1'-6" 2'-0" � I � � I I I I � � � � (E) TS 2 1/2x2 1/2x1/4 � � ,,� � I I I I � ~ � � � � 3'-0 OC 99'-0 ( I m � I ( I _ � � � � � I � � Q � .� " TO TOPPING - � _._ � __ - T - � .r - o - - - - - _ - _.. _ __._ � _ _ - _ - � - _ - _ .T _._ - - - - - --� - _.� - - - - __ - _ - - -. a I � Q �_... _.__ - - 1- -�- -- - -- - - - - � � � ►'Y'i G� � - - - - � I � � I I I 99'-0 � I �� �/////j � I Q � I I I T 0 TOPPING I I w � O iii�i� � � � . (E) 12" DT's �T T- w � I I I I LINE OF (E) EXTERIOR � Q �LL� I I � (N) HSS4x2x1/4 � (E) TS , � � I I I I WALL ABOVE � � � / _ _1 � Q'i - - - - - - - ���%/� �--- i - _ __ �_� -. __. -� � �- - - -- _��� � � __ __ � .� _ - - - - - - - .- � � _. __ - �_=_�- _�_ __ � - _. _ � ' � � -.� - � __ __ � .� _..._ __ � �. .__._ _.. __.. � __ �_ � � � CONT EDGE L5x3x1/4 (LLV) 4�� �. ��Ti� � I I ^ I �-- - - - - I I � a � (E) 12 CMU WALL �� � I I w I � � - - - - - - - - - - - - - - - - - - - - - - - - � � w � iiii� I � � p �iii�i� � F-- - - - - - - - - � " � - - - - - - - - � � � - - - - - - - - - -- - - - - - - - - - - - - - -� � (� 0 � iT� I I L - - - - - - - � � � I I � O _ �_ _1. _� � ` (�iiii�,{ I—J- - - � _� ^ _ - - __ _ _ _..._ _. __._ — � _ — � � _ ._� � _ _1 ^ ✓�.r�i, i�� I � �__ - - � _ T a ._. � .� - - - _�-�_ _._ _- - --- �. � _ _ � .__ � _ _ � � �__ � _... _._ — � E'' ►� - - -�- - - �-- - - - � — � � i i � � � � 2 � ! SCALE: 3/4" = 1'-0" i i i � �- - - - � - - - - - - - - — i — _1 I I � � � � ''� S6 1 � � � � (E) TS� 2 1/2x2 1/2x1/4 , 3'-0 0 C; I � � I �-----�_ _ � ._ _ - - - - - - � _ _.._ _. �____� � - - - �_-_ - - - - - - — � - - - - _ _ _.� — � _ � __ _ _ � �T— =� � � �5 - - - - � I I r� - - - - -L � -=== - -� �— , __= i ==_ , =-_) —_ _� I I � I � I I � �A N) HSS4x x1/4 � A (E) T� � I � � � � � � I _ _ _ I � , � � (N) HSS2x2 1/4 � 0" 0 C_ _ _ I � L� =_ =�= =_ =�_ _ _ �� - � - - - � - - - � - � - -�-- -, _ _ _ _ _= - - - - , � - I � - - - - � L3x3x3/16x0'-5 WELDED � LINE OF (E) EXTERIOR - - _ _ - - TO CONT EDGE L AND - - - - WALL ABOVE BOLTED TO (E) CMU �+ I � � � � � WALL W/ (1)-1/2"�x4" � � � � 2 I � � � EPDXY ANCH. 1 � N � 2" S6 L J CONT EDGE L 5x3x1/4 S6 L � � 0 a a LAY OUT SO JOIST IS � � ° ° ° � WELD CONT. EDGE L CENTERED OVER EACH � E-+ �n ' ° (E) SIDE WALL BELOW � N TO HSS6x4x1/4 _ O i �2„ � � � 3 ANGLES SCALE• 1 1/2" = 1'-0" S6 PLAN designed by KRM NORTH drawn by MTN „ P E N TH O U S E �LO O R �R A M I N G P LA N SCALE: � 4" = 1 �-o�� checked by TYP EA. END (E) 8 CMU WALL I�j/�1 3/16" 2" OF TS „ ��1L PLAN NOTES: 2 ��T� issued " 2 /�// PERMIT 03/06/06 3" CONC. TOPPING ON CONT. BENT �- 1/4 x 2� f��1Q CONT EDGE L5x3x1/4 (LLV) 9/16"x26 GA. STEEL DECK W/ #10x1" TAPCON ��7 1 COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: p SCREWS � 12" O.C. INTO DT FLANGE �j� NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED � REVISED 04/19/06 (VULCRAFT 0.6C26 OR EQUIV ) �. / ,� � HSS 2x2x1 4 � 30" 0 C. � �� 2 ALL COLUMNS ARE LABELLED AT THE TOP. �, � � REINF. CONC TOPPING W � 6x6-W2 9xW2.9 WWF, TYP. �� /� 3 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION g9�-� N � �a d ° a i� 99'-0 4 (E) REFERS TO EXISTING CONSTRUCTION ( - - - - - -), (N) REFERS TO NEW ( ) a d Q Q a d a Q d d, ., a a , ;� T.0 TOPPING — — i • A CONT BOND BM. W/ .� BRG R- � N (2)-#4's CONT. 1/4"x3"x0'-3 (E) 12" DT's ' - W/ (1)-3/8"�x3„ H.A.S � REMOVE (E) BEVELLED 1'-3 3 4" ���/ (E) CMU WALL TO REMAIN s ee TOP COURSE AND FILL � �j/i � VERIFY WINDOW 0 NGS IN W/ (N) 6" CMU /� ^ �' 2'-4» 4„ 4,_p„ 2,_�„ -f// . (E) 6" CMU WALL ✓rG�_ ' , � SCALE: 3/4" = 1'-0" • S6 JOB #0512- 09 �P�O.R E G/sr��� 6"x1 5/8"x18 GA '�:��.� R Mc�;�Fo 4"x1 3/8"x25 GA (400S137-18) I STEEL JOISTS C�? 24" '���� ��^ _ � C—STUDS � 16", CURVED PER ARCH. � � ;� 2319 ;� — .o�;�� ���� � CONT. TRACK SECTION �� �� I HSS4x4x3/16 •'�v� _ CONT 4"x25 GA. TRACK — 6"x16 GA (600T100-54) sSIONA��' _ J� _ _ J� � ° 9/16"x26 GA. STEEL DECK (E) 12" CMU ��- - - - � � 1/2" BRG. h' W/ (VULCRAFT 0.6C26 OR EQUIV ) WING WALL I 12 4"t (4)-1/2"� THRU-BOLTS �P� 1 9 �,,,�,� SLOPING W10x12 �L - ° - - I �� 3 „ , � • „ , �� �� � � 1/4 FITTED STFNR. R s - CONT. 8 x18 GA 112 -8 II II AT BOTH COL �'s TRACK — — — — — T.O. PLYWD �� _ _ J� � 3" CONC SLAB ON 9/16"x26 GA I I -��- STEEL DECK (VULCRAFT 0 6C26 � � �, 111'-11 1/4 — — — — OR EQUIV ) II � � w � T.O. BEAM � I I ��__ _- c \ � .�' Q `� L 8"x1 3/8"x18 GA (800S137-43) (N) 6"x1 3/8"x20 GA �� � I � Q � HSS6x4x1/4 AROUND C-JOISTS � 18" , STEEL STUDS C�? 16", TYP. II II I U � � � o � PERIMETER 79 -� L3x3x1/4x0'-6 1/2 Z � cv � � � HSS4x4x3 16 T.O. TOPPING � a_ _ _ V E R I F Y � I I � SCREEN 1 U2B'ExEPDXY T.0 BM. � � � ° o � � „ TYP 3/16 A N C H's (T Y P � 3 L O C's) Z � � � J o¢ - H SS2x2x1/4 � 30" 0 C ( I Q •� c``�o � � ,�.� � , B R G T A S I N S E C T 1/S 7 W 1 0 x 1 5 � � � N �vv HSS4x4x3/16 -- - - - � W/ 1/4" FITTED I I I I � � =� CAP �j' ( � HSS6x4x1/4 � SCALE: 3/4" = 1'-0" MC12x31 HSS6x4x1/4 TYP. AROUND Z �' `��'- - i i S7 VERIFY SHAFT AT EA. FLOOR LEVEL O � N � � � �� T.0 BM. -I ELEVATOR SHAFT � � � rn r' W 11 SCALE: 3/4" = 1'-0" �2 „ „ J �- � oo Q, a, (N) 6 x1 3/8 x20 GA. 3 x � d- S� 3� i STEEL STUDS � 16", TYP i i HSS4x4x3/16 � � m � a' °' INFILL STEEL STUD FRAMING NOT � i � I I � o J o Q a � ,1 SHOWN, SEE SECT. 3/S6 BRG T AS IN SECT. I I cn a ��� 4/S7 I �-REMOVE (E) WALL HSS4x4x3/16 I I 3 SCALE: 3/4" = 1'-0" I I S7 VERIFY 79'-10 1 2 3" CONC. SLAB ON I I � r � T 0. BM. CUT BACK EDGE OF (E) T 0 BM 9/16"x26 GA � � _ FRAMING AS REQ'D FOR COL W10x12 STEEL DECK (VULCRAFT I I � HSS6x4x1/4 TYP. AROUND CONN's, CONTACT ENGINEER 0 6C26 OR EQUIV.) I I SHAFT AT EA FLOOR LEVEL FOR DETAIL 79�-� � � 89,_� a a = ;.� T.0 TOPPING HSS4x4x3/16 T.O. TOPPING CONT. EDGE L3x3x1/4 - - - - - - 1"x26 GA. STEEL ROOF DECK �� � _ ____ ATTACHED TO EA. JOIST W/ #10 � � � W16x31 N TEK SCREWS C� 12" O.C. AND � (E) DECK CONST. UNKNOWN ALONG SIDELAPS � 12" 0 C 6"x1 5/8x18" GA. STEEL (E) 6" CMU WALL � w JOISTS � 24" 0 C 4�� 3/16" TYP. HSS2x2x1/4 � 30" 0 C. EPDXY ANCH1s �124" 0/C1/2���x3�� " BRG. T - 1/4" �''sx4"x � �� Q,' 6 STEEL JOIST BLKG WELDED TO BOTH BM � � BTWN. JOISTS � BRG., 12 w HSS4x4x3/16 6 SCALE 3/4" = 1'-0" TYP' 3� r7 FLANGES o � - - i ///'�I � � S7 #12 TEK SCREW � �,�� � HSS6x4x1/4 � BRG , TYP. � '77/J � � �.,� � (N) 6"x1 3/8"x20 GA i �� � � � lCJ - 10 �° _ � �� STEEL STUDS @ 16", TYP. � � ��� Cfl , SCALE: 3/4 1 -0 I I �' � �-'i � � .�. ` S� 12 I I � /� o � Q , 00 3� I I REMOVE (E) WALL ��� 80'-4 � � � � � STEEL STUD CRIPPLE WALS, 3 1/2"x � � � � �� �7/J T 0 BM � v w 0 � � . 1 5/8"x20 GA. (350S162-33) STUDS � i � BRG T AS IN SECT. �/� w � � � 16 O.C. W/ CONT 20 GA TRACK I 4/S7 �� � ��-+ O � TOP & BOT (350T100-33), ALIGN � � • WALLS OVER DT LEGS BELOW (N) HSS3x3x3/16 � � ��� 79'-p a � I 3" CONC. SLAB ON 9/16"x26 GA " T 0 TOPPING w 69'-0 L3x3x1/4 79'-10 1 2 i I STEEL DECK (VULCRAFT 0.6C26 OR EQUIV ) W10x15 '"� � � � T.O. CONC. T.0 BM � O � Y BRG I I HSS2x2x1/4 � 30" O.C. MC12x31 W/ 2 ROWS _ � SLOPES F'L-1/2"x5"x1'-0 W/ W10x12 � � 1/2"�x4" SCREEN-TUBE `� E-+ a T 0 CONC. (2)-1/2"�x4" EPDXY 79 -a EPDXY ANCHORS � 32 --�� � � r--� ' ANCH's CONT EDGE L3x3x1/4 ' _ � T 0 TOPPING STAGGERED (E) 12" DT's � Q � 00 _ rT� � a , F� a a #5's CONT. HORIZ 67�_3 W16x31 � � 16" 0 C T.O.W `V (E) CONC CANT. 2'-10" � � (E) 12" DT's ,d ����� ��v� � ���������� ��� � a ° STONE VENEER CONT. L5x3 1/2x1/4 W/ 1/2"�x3" � a �����������%��������%��������%��������%���� PER ARCH a a ti�i��������!��!�5:����;�i�\\%��i�`�`'�y����, EPDXY ANCH's � 24" 0 C. 2 SCALE: 3/4" = 1'-0" � „ a � �\����\�� 2'-10" (E) CONC CANT. (E) SLOPING 12 PRECAST ° SL�FE � S7 � DT's W/ 8" CONC TOPPING a m ��'_p" 2'-11 1/4" 4„ 4„ �?�%��i����������� %�` ` ` �\ , CONT. L 4x4x1/4 W/ , 5 SCALE: 3/4" = 1'-0" � � a , a y\ii������yi 1/2 � x 4 EXP. ANCH. s a ����� � 24" O.0 S� „ 6 STEEL JOIST BLKG. � d #5's VERT. � 16" 0 C ° BTWN. JOISTS � BRG., � � °° a #5 D WLS x I cD TYP � � 48" O.0 I-� � � 1"x26 GA STEEL ROOF DECK ° g" L �//���/� (E) 12" CMU 6"x1 5/8"x18 GA. STEEL Q�' a a �UL�� ATTACHED TO EA JOIST W/ „ _ a �,T T� WING WALL » JOISTS � 24 O.C. � O a (2)—#5's CONT HORIZ. ' ///// HSS4x4x3/16 #10 TEK SCREWS � 12 0 C a � a I� AND ALONG SIDELAPS � 12" » TOP & BOT ��L��\` ROOF FRAMING � � 1 x26 GA. STEEL ROOF DECK a �T T� �`�\ BEYOND ATTACHED TO EA JOIST W/ #10 TEK SCREWS � 12" 0 C. a s2'—s �9'—o j�����, � �;,, KR1�1 T.0 F T.O. BM �,L� ��� `������ 1/4" F I T T E D S T F N R. R 6"x 1 5/8"x 1 8 G A. S T E E L A N D A L O N G S I D E L A P S � 1 2" � Q �T T ,` / � ,;, EA SIDE OF WEB, TYP JOISTS � 24 0 C � � designed by �- ° ` a o �iiii� � , '��;, drawn by MTN ���j/ `���� � � ��� � H SS4x4x3/16 3/16" �2 � �. .> » � L'L� L3x3x1/4x0'-8 1/2 � � ��, 6" STEEL JOIST BLKG � � ' checked by 4 8 4 T/T � ���� SEE ARCH. FOR RECESSED 3 1'-4" �////� \� � � / `����` ` 12 BTWN. JOISTS � BRG , GUTTER DETAILS � � � issued ���� TYP. ` ` �\ `\ `�3 PERMIT 03 06 06 \ \'� � � ���'� / / �� ���� CONT. L6x4x5/16 � ������ 9 SCALE: 3/4" _ �'—o" ' �� � ��� REVISED 04/19 f 06 MC12x10 6, BOLT TO (E) CMU W/ �� � � S� 1/2"�x4" SCREEN-TUBE EPDXY ` � � �L3x3x1/4 X 3'-0 , ���-� ANCH's C�? 32" WHERE POSSIBLE � � WELDED TO BOTH (78 -3 AT SIM.) 1"x26 GA. STEEL � � SIDES OF W10 WEB #12 TEK SCREW ROOF DECK 1/2" CAP AND BASE � BRG , TYP �/%///� R�S W� �4�-��2��� 79'-0 79'-0 W14x38 W10x15 q.,� �, 6"x1 5/8"x18 GA STEEL �T T��- (E) 12" CMU WALL THRU-BOLTS, TYP. T.O. BM. r � T 0. BM BRG T - 1/4" R'sx4"x �� � JOISTS � 24 O.0 ///// „ � (600S162-43) �/////� 6x4x1/4 TYP AROUND L � 4 W10x12 WELDED TO BOTH BM. � �L'-�-%� SHAFT AT EA FLOOR �� FLANGES � T T� BRG. T 1 4" R'sx4"x �r #12 TEK SCREW ������— 1/2"�x4" SCREEN-TUBE LEVEL WELDED TO BOTH BM u C� BRG , TYP HSS3x3x3/16 ° sheet � — �,Li� EPDXY ANCH's � 24" O.C. FLANGES � ('j/j� � W8x10 COL CAP �'-1/2"xBM. M _ CONT TRACK SECTIONS, �(�/��/�� WIDTHxO'-10 W/ (4)-1/2"� : 6"x16 GA (600T100-54) ��-�T� HSS4x4x3/16 M HSS4x4x3 16 I THRU-BOLTS ' ���/��� / I �� ; 8 SCALE: 3/4" = 1'-0" 4 SCALE• 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" ' S� S7 S� JOB #0512- 09 f �� 3" CONC SLAB ON 1"x26 GA STEEL �p REG/Sl DECK (VULCRAFT 1.00 CSV � QP.••"'•••F? „ II II HSS 4x4x1/4 BEYOND W/ n � �,y R• �'1c •.FO �� �� (E) 8 CMU WALL �j/�1 II 1�1/2" BASE f�. AND CONFORM OR EQUIV ), REINF SLAB o�'���,�' �ti�. . 3 CONC SLAB ON 1 x26 GA STEEL ��1Li (N) 6"x1 3/8"x20 GA. III II (4)-1/2"� THRU—BOLTS W/ 6x6—W2 9xW2.9 WWF •_ `". DECK VULCRAFT 1.00 CSV ��T� ° II II THROUGHOUT �� Zg199 . � j� STEEL STUDS � 16 , TYP II II .o� :� ~� CONFORM OR EQUIV ), REINF. SLAB " W/ 6x6—W2.9xW2 9 WWF l�� �/J (N) LTWT CONC. III II � „ THROUGHOUT. /��� TOPPING 12" MAX II II �SS�ONA��'��\ �//� II II CONT L6x4x5/16 W/ II II (N) PAVERS ON WATERPROOF f�%1Q MEMBRANE PER ARCH 1/2"4�x 4" EPDXY APA � 9 %`%n� OVERFRAME STAIRS, SEE CONT EDGE L3x3x1/4 ���i a lI II ANCH's � 24" O.0 � ARCH �,//� ° ° a a II 11 � � — — — — — �� 69'-0 ° ° a a a �° II SLOPES R � — — — — < a < < a a e < ` i� T 0. TOPPING a a d , ° ;.� a ° �, �� a < ° a a °° ° e, , ° a ° o " ° , a ° a < ° a °° , a , T.O. TOPPING �- _= a - a HSS3x3x1/4 PER PL�N _ oo a a a, a ,a Q aa a a — - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q d e � da Q Qa d Q � � w � rn > I o `�' r� � Q � I ° a °° " " � �i � O � ° � a ° — — � ❑ N HSS3x3x1/4 `V U � Q � 00 °° � � ________ ___ � 3'-6 O.0 z U � `� Urnrn _______________ ___._.___.- - - � (E) W27x145 Uj � � � ornrn � � --- ----------- � � CONT L6x4x5/16 W/ � � ww^� E W18x50 1/2"�x 4" EPDXY � Q .� � j � � � _ _ ___ ————— —"— JL4x4x1/4 x 0'-8 1/2 ( ) ANCH s � 24 0 C W18x50 W18x50 W18x40 „ J � _ co v� �.�`. _ _ _.——— ————— W/ (3)-3/4"� (E) SLOPING 12 PRECAST � � — THRU—BOLTS TO W18 D T's W/ 8" C O N C T O P P I N G � '�, Z � 11" WEB, WELDED TO W27 5'-0 1/2" 6'-6 3/8" (VERIFY) � 14'-0 W18x40 WEB � � � � � � LINE OF (E) SLOPING 12" PRECAST DT's W/ 8" CONC. 3 = _ � o � a, rn � x �t- d- SCALE 3/4" 1' 0" � � m � TOPPING BEYOND (ALIGN TOP � OF NEW SLAB WITH TOP OF > � ax „ , „ S8 � � arn � 6 EXSTG SCALE: 3/4 = 1 —O (N) HSS3x3x3/16 � °- �`"� S8 , (N) LTWT. CONC TOPPING AT ENTRY, � " „ HSS 3x3x1/4 BEYOND BRG. �j'-1/2"x 6"x 0'-8 W/ 7" MAX _ 3 CONC SLAB ON 1 x26 GA STEEL (4)-1/2"� THRU—BOLTS � � DECK (VULCRAFT 1.00 CSV CONT 1/4" BENT f� � CLOSURE ANGLE � � NOTE. VERIFY DEPTH REQ'D CONFORM OR EQUIV ), REINF. SLAB BEYOND �+ (N) 6"x1 3/8"x20 GA � FOR ELEVATOR PIT I I W/ 6x6—W2 9xW2.9 WWF a _ — �—— STEEL STUDS � 16", TYP. THROUGHOUT. I I d ° — _� aT_Q � _��� _n '— a � � ° �� [--� (N) LTWT. CONC. I I o b—= _—� � � �a-- �, — _y__� ____ U� CONT L6x4x5/16 W/ r n- a�- � ' ` ._� = _._ .---1 TOPPING (N) PAVERS ON WATERPROOF I I SLOPES �T � _ ——--————'— _———————— I I MEMBRANE PER ARCH 1/2"�x 4" EPDXY _,__————————— 8" (N)-3"— 4" CONC. SLAB ON I I I ANCH's � 24" 0 C (E) T.O.W � ° � W — � � 1 x26 GA. STEEL DECK a _— � tr ° ' � ° < ° < , , � (VULCRAFT 1.00 CSV CONFORM SLOPES � _—— ————'— — a . a , a a,.,� < c , OR EQUIV.), REINF SLAB W/ a ° ° < � , aa , a ° o � e a a a ° a T 0 TOPPING —'— � r-1 � � a a a 6x6—W2.9xW29 WWF - -- - - - - - - - - - - -- - - -- - - - - -- - __ ° aa ° a aa , � , e �11" (N) W18x40 � � a a QdP Q Q a o - -- - - -- - - - - -- - - - - - - - - -- - - — a � a d a d - ` � 14'-0 HSS3x3x1/4 � a LINE OF (E) SLOPING 12" w a � - 2'-0 O.C. - PRECAST DT's W/ 8" CONC � �"� � ' HSS3x3x1/4 N a TOPPING � � C� ` A < < , �, ° � , _ — _ _ _ — _ � d C � � ^ M CONT L6x4x5/16 W/ — - - - CONT L6x4x5/16 a 1 1/4" 7 1/2" 1 1/4" � w 1/2"0x 4" EPDXY ° BRG. CONN. d ° � � � O ANCH's � 24" 0 C. F D PER ARCH. � � �� �� � � �� �� � M w � 1 2 x6 x0 —10 �', 3 8 x10 x1 —0 Q W18x50 W18x50 W18x40 (E) CONC WALL BACK h' W/ (4)-3/4'�0x5" RAWL � � � ° POWER—BOLT EXP. ANCH's, 1/4" N � 5'-0 1/2" 6'-6 3/8" �,_�„ d FITTED STFNR �j' � � � � REMOVE (E) DT's BETWEEN (N) BMS. � � w a � �x.� � �- Q � 5 SCALE: 3/4" = 1'-0" � � . S$ � � � � � � � ' 2 SCALE: 3/4" = 1'-0" � Q� � S$ � ,.� w ,� STEEL STUD CRIPPLE WALLS, 3 1/2"x � � 1 5/8"x20 GA. (350S162-33) STUDS � � � 16" O.0 W/ CONT 20 GA TRACK CONT EDGE ` � TOP & BOT. (350T100-33), ALIGN L3x3x3/16 � Z WALLS OVER DT LEGS BELOW � WATERPROOFING AND FLASHING PER ARCH. CONT. EDGE 1 1/2" RECESS FOR NANADOOR � L3x3x3/16 (COORDINATE W/ ARCH.) (N)-3" CONC SLAB ON 1"x26 GA � STEEL DECK (VULCRAFT 1 OC CSV (E) 12" PRECAST DT's � CONFORM OR EQUIV.), REINF. SLAB W/ W/ 3" CONC. TOPPING � CONT. EDGE HSS 3x3x3/16 W/ 1/2" � L3x3x3/16 CAP AND BASE I� 's 6x6—W2.9xW2 9 WWF THROUGHOUT 4" O 69'-0 � 1� � � � ° ° ° , ° ° , , � � T.0 TOPPING � � 4" FT. 1 4" FT. ° ° ° .a ° � ° ° ° °° ° ° . � O . �8�-3 ° a ' ° ° < _ a - TOW , N � o ° ° ° � � `�(E) W21x55 67 —3 �--� d ° ° � ° � � ° ° � � ' ° � � ° ° ° designed by KRM 1-� � � � � I T o w. a w$x�o a ° a a d4 � � a ° ° ° a ° a a � ° � M TN ��. STONE VENEER a ° ° 4 aa a � ° drawn by PER ARCH. ;�����i��i����������� BM. PKT. a � v � N checked by � 4» 4„ %�i�����✓��`' %��iy�` 4„ 4,� �a issued S�— ��!i' .,�;, i i i i i � a %/j�%���jj/i \,�j���j����� a 11�. i���i'���� ' �. , ������� �i��i�i�i � (E) SLOPING 12" PRECAST PERMIT 03 O6 O6 �,ty���i�y�i��� ����ii.r �,�s\T�\� 14 —0 � � CONT. L 4x4x1/4 W/ � ,�� �y� DT's W/ 8" CONC TOPPING 1/2" ,� x 4" EXP ANCH 's ����������� a #5's VERT. �� a � (VERIFY) REVISED 04 19 �6 i ��i�i�, � 24 0 C. `��`��`���`, � 16" O.C. a Q a a #5's CONT. HORIZ. � 16" O.0 , a a � SCALE: 3/4" = 1'-0" #5 DWLS x C° (2)—#5's CONT. � � S$ HORIZ. TOP & BOT. a a - � 48" 0 C. 6„ ° ° a a a a , 62,-9 (E) CONC FOUNDATION WALL ` TOF. °� a ' ° o �p � � I a e DRAIN PER ARCH sheet $ � A n � PERIMETER DRAIN PER 4�� g°� 1'-7 1/2" g" 4" � ; SOILS ENGINEER � � � 3'-7 1�2" � �% " 4 SCALE: 3/4" = 1'-0" r . S8 JOB #0512-09 ( j,� t ••• � � ' � �� Architectural Engineering Consultants Mechanical,Electrical & Lighting Design Services A LEEDTM Accredited Professional Office Facsimile Cover Sheet / Memo: To: Mr. Mark Hollenbeck From: Stanton O. Humphries, P.E. Highland Builders Date: May 11, 2006 � Reference: Gore Creek Plaza AEC #26694 Dear Mark, We are providing the attached drawings and code responses to the code comments dated March 27, 2006 Our responses are in Bold & Underline. Electrical Comments: Electrical drawings are reqwred with commeraal building permit applications. 39 Submit stamped electrical drawings including electrical one-line, panel schedules and load calculation for review. Electrical One-line nanel schedules and load calculations are attached 40 Show electrical design for elevator. The attached electrical one-line diaaram indicates feed to the elevator. Elevator recall per fire nrotection drawinas. 41 Show laations of all illum�nated exit signs, and means of egress lighting per IBC 1011, 1006.3. Reference attached sheet E2.0 for exit and egress liahtina. 42 Show electrical design for exhaust fan and automatic dampers. Coord�nate with mechanical. Revised Ematas Sheet E1 0 and have attached with this code resnonse 43 Dwg A102: Provide Exterior lighting controls per IECC 805.2.3. Per Architect � 44 A106: lightmg/power • Interior lighting controls to comply with IECC 805. All rooms with floor to ceiling walls require lighting controls. Rooms with more than one fixture require additional controls � per IECC 805. Per Architect J 40801 US Hwy 6&24,Ste#214 Avon,Colorado 81620 Post Office Box 8489 Avon,Colorado 81620 Phone: 970-748-8520 Facsimile: 970-748-8521 Email: stannaec-vail.com Web:www.aec-vail.com . �� � �, Code Response Page 2 May 11,2006 • Show lighting calculations compliance with IECC 805.NOTSHOWNONDRAWINGS DATED 04/2Z/06. Per Architect � • Show egress lighting per IBC chapter 10. NOTSHOWNONDR.4WINGSDATED 04/ZZ/06. Shown on attached drawina E2.0 • Show ex�t lighting per IBC chapter 10 NOT SHOWNONDR4WINGSDATED 04/ZZ/06, Shown on attached drawinq E2.0 • Show circuiting for power and lighting. NOTSHOWNONDR.4WINGSDATED 04/ZZ/06, Revised Ematas Sheet E1.0 and have attached with this code resqonse. • Showroom receptacles to be mounted above window per NEC 210.62. NOTSHOWN ON DR.4 WINGS DATED 04/ZZ/06. Revised Ematas Sheet E1.0 and have attached with this code resuonse. • Show that all ceiling and floor penetrations maintain fire rating per IBC chapter 7. NOT SHOWN ON DRAWINGS DATED 04/2Z/06. Shown on attached drawina E1.0 • Show electrical panel laation. Panel locations shown on attached sheet E2.0 • Provide fixture schedule. NOTSHOWNONDRAWINGSDATED 04/2Z/06, Per Architect • PROVIDEAN ELECTRICAL LEGEND. Revised Ematas Sheet E1.0 and have attached with this code response. • PROVIDE FEEDER SIZE FOR NEW PANEL, Reference final electrical one-line diaaram sheet E1.0 • NEW PANEL ON ONE LINE SHOWN AS SIN6LE PHASE,BUT THE ONE LINE INDICATESA THREEPHASEFEEDER, Reference final electrical one-line diaaram sheet E1.0 I • DR.4WING MZ,O SHOWS(2)MOTORS THAT RUNAT SAME TIME;PANEL LDAD ' SHOWS ONL Y ONE MOTOR, Revised Ematas Sheet E1.0 and have attached with this code resuonse Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in � issuance of a permit,please check ell requested information is included with the resubmitted plans. Please submit revised plans as a complete set Partial plan resubmittals will not be reviewed. F\cdev\CHRIS\PERMIT COMMENTS\BO6-003TB06-0037 DOC . � O N ELECTRICAL LEGEND � `° � � (NOT ALL SYMBOLS REGIUIRED FOR THIS PRWECT) � v0 Q RECESSED OR SURFACE DOWNLIGHT ABBRE�MTIONS �j � � Q-� WALL MOUNTED UGHT FlXTURE AC -ABOVE C�UNTER � � � N � RECESSED FUiOR IIGHT FIX7URE � -��FINISHED FLOOR � �� O � Aa AFG -ABOVE FINISHED GRADE � � � U ' � AL -ALUMINUM qa SURFACE RUOR LIGHT FIXTIJRE CU -COPPER CIY C/� .V-� OO FIXTURE DESIGNATIONS DESIG. -QESIGNATION O •�O ' � r UPPER CASE-FlXTURE TYPE EM 'EMERGENCY LOWER CASE-SVVITCH DESIGNATION Elu� -ENERGY MANAOEMENT PANEL � .a GFl -GROUND FAUI.T INTERRUPTER A �i d' � •�y � SHADIN(i ON FIXTURE INDICATES EMERG BATTERY BACKUP G p GROUND WATER COOLER T 1 � (� � F R O d F D E i V E 1 1 d i f l Z C t i A T{3 0 0 R I'—� FLUORE3CEM'STRIP FlXTURE v �� 7RACK LIGHTA$NOTED OR SCHEDUI.ED NrIC -NOT INUt�NTRACT � bA•� N � O PROVIDE(3)INCANDESCENT SOCKETS NL -NIGHTLIGHT � � � (� WALL WASHER PROVIDE 100W LAMPS rrrs -riorTOSCaF •�, � � � • CONNECT TO NEAREST 120V CIRCUIT O--�fl �-���T��� UG -UNDERGROUND � �+., � ;� wP -wea��t�F O PARTITION SURFACES SWEEP AND PROVIDE GENERAL CLEANING � ��OLLARD�� XFMR -TitANSFORMER � � � d:� � OF AREA, LIGHTLY WASH OUTAREA � ����T ++a' -�D���r QCFN7ERUNE � �--� � N N � CUT INSULATION FLUSH e�D CEILINGORWALLMOUNTmEXITLIGHT � � � � � � DO NOT SPRAY ELECTRICAL � WITH PARTITION EQUIPMENT1 � Et�RGEt�lCY@�4TT�.RY61C3111� Fr�a�MSVS� � � .� � � FIRESTOP MADE IN � ������E�18'UNLESS NOTED �FACP FlREALARM CONTROL PANEL � c� 'd � 00 � DOUBLE WPLIX RECEPfACLE Q 18'UNLESS NOlED � FlRE AIARM ANNtAJC1ATOR PANEL V �"'� ��` � TWO SECTIONS • FlUSHFLOORDUPLIXRE(�PTACLE W U PIPE SLEEVE CUT FLUSH Q FlREAIARMPULLSTAl10N V U x p � 20 GA GALVANIZED � � 3 STEEL FIRESTOP- WITH OUTSIDE PARTITION � ��a'O�"3NO�D � ^�'AHO�ORSP�`� '� � Q' l� EACH SIDE OF SURFACES a PARTITION,SCREW � DUPLF�C RECEPTACLE HALFSWtTCHED�18'Ut�ESS NOTED C� *--+ � �E��� ❑� co�iw�noN rroRwsrn�oR s�wsrnose � (� � C/,� � TO PARTITI ON � �� ��.�����P •H TM�►�H�►r�c�roFt � �i-- � � INSULATION •i sMO�noNrzanoNnerECroR �..� � A r..., �O o-1 JIRdCTION BOX IN FLOOR,CFJLING OR IN WALL �P PHOTOELECTRIC SMOKE�ETECTOR UA` ,� W O � e e � m ♦ COMPIJfERfrELEPHONE OUTLEf IN FLOOR OR WALL •HIP HEAT/PHOTOElECIRIC SMOI�DETECT�t �{/ �i W O .�i ��, :;�� _„a ,k ,�. v, r ��`� ,% ���. � TELEVISI�!OIJTtET �]�] DUCT DEIECTOR _ ��...� � � � - � x � ? ^�.�.,��-K��n �`ti�; i� TELEPHONE&4GBOARD � ;�'�.� �� o S P R I N I a E f t S Y S T E M R O W S W f T C H ^� U ^^'� ��ti' � CONDUR RUN CONCEALED IN WALL ORABOVE CEILING �. �INKI.ER SYSTEM TAMPER SWITCH U � � �{ �ti ��; `� –� CIRCUIT HOMERUN 3TROBE �i � � '��{� ,�� --- CONDUIT RUN BELOW FLOOR OR GRADE � � QD �� � SMOKEIFIRE DAMPER CONNECTION � � w� '� � - � ���>'�%`� DEMO EXISTING SWEET BASIL BLUS 20013 DISCONNECT ] co��urrsTUe-uP-c�raMnwc �• REMOTEINDICATORUGHT �C � �^�'```�` BLUS METER UGHTSWITC;HATAB•ure.asNO�o O `° � � �' `� - �' � �''`���' �" '`���.. METER AND 200/3 DISCONNECT sus�iwrs SECURRYS1f3TEM e � SET NEW CT AT FLOOR METER STACK(10)METERS � Z-Z-�.�sw�rcw �Q 600/3 BUILDING MAIN DISCONNECT 3-3WAYSWITCH DC CONTACTDOOR3WITCHINJAAABORHINCiE E LE CT R I CAL S P EC I F 1 CAT I C�N S FIRESTOP SHALL WITH NEW SERVICE DISCONNECT 4�4-WAY-0�H O O � SEAL ENDS OF ABOVE K=�r �oswRC� FIT TIGHT AROUND SE M T c� irm�usroH�o�croRassaEaFl�,co�woowriooM p„� INSULATION WlTH �� TO=THERMALOVERLOADSWITCH Q �„Op�TEDACCE3SSIMTCH VAPOR BARRIER PIPE 2 M�N (T1'P) P=SWITCHWRHPILOTLIGHT � COATING VAPOR BARRIER E L E CT R I CAL R��M LAY�U T � � DIMMER SWITCH Wf WATTAGE ,� S��„��,�, NOTE � p Pus►ieurroNC�rRa.srAnoN A. e n e ra I Req u i re m e nts COATING C L 1/4' =1-0" 0 ��FI�y.��� DI5TRIBUTION Ef1U1�dENTSYMBOLS COVER FIRESTOP W1TH TWO COATS Z � � � SCOPE Fumish all materials and labor required to executethis wo�ic OF WHITE VAPOR BARRIER COATING nMeswRCt+ �— DISCQNNECTSWITCH as mdicated on drawing and as specified, as necessary to complete the NOTE LOCATED AT BASEMENT/GARAGE AREA � 7HERMOSTATAT60'UN.ESSNOTED �— �s contract Electrical work shall mclude, but not limded to,these major e DMSION 15EfNJIFMENT ar�ourreR� �tems P E N E T RAT I U N 0 F A F I R E RAT E D WAL L O F����EQUIPMENi � ���,�SFO�� �,���� � ��� N � p� �R A Compiete v�nnng system for new lightmg and power as shown, NO SCALE OO OO�+ SPEAI�RINCEWNGORWALL � MqGNE71CM4'TORSTARTER mcluding new panelboards, new condwts, new�nnres, newv�nnng QV-1 VOLUMECONTROLAT60'UNLESSNOlED � DISCONNECTSWITCH devices, new control devices, etc for a complete lighting and � �+ MICROPHONEOUTLETINFLOORBOXORWALL i.ir PM�LLBOARDORLOADCEMER,FWSIIORSURFACEMOUNIED and power system C CALL-IN SWITCH � S1MiCF$OARR NQTdt CQNfAOL G'ENTER OR DISTRIBUTION BQAR� � PROGRAIN BELL 0 TRANSFORMER a Complete feeder(s)installation as required for new and/or E L E CT R I CA L I D E N T I F I CAT I O N p �"��OM —�u GROUND � � electncal apparatus as shown on single Ime diagram and B �� B aRCUReR�R N draw�ngs THE ELECTRICAL CONTRACTOR WILL PROVIDE THE FOLLOWING PLAQUES � ^""�Jfl°z � enoTOROUnEr � b Complete branch circwt wirmg required forthe connection of PANEL ars auroMnncrnnNS�swmcH � AT EACH MAIN DISCONNECT, PROVIDE"SERVICE DISCONNECT 1 OF 3", KRISMAR? emergency lighting and exit signs to existing emergency stand EMATAS "SERVICE DISCONNECT 2 OF 3" COMM APT COMM APT LOWER LEVEL APT APT PE MAIN LEVEL by power system „ „ � SERVICE DISCONNECT 3 OF 3 EAST 4 WEST 1 RETAIL 2 3 HOU E RETAIL 2 Complete provision, installation and connection of lightmg fixtures, AT EACH SWITCH WITHIN THE ELECTRICAL ROOM PROVIDE A PLAGlUE exi#signs and lamps as specified and as shown on dra�nnngs IDENTIFYING THE LOAD THE SWITCH SERVES, t E O "BLU'S RESTAURANT' 'c����"''� � 3 Fire alarm system wdl be by others Coordinate connections to the �SWEET BASIL" , � ,��..----•31do � � � Q hood&duct detection APARTMENT#1 fl�;�_ � "APARTMENT#2" L�,;,.ps,r,t sn��3 , _� � � 4 Complete connection of HVAC/Plumbing motor(s),water heate�(s), Lna_�t� �� r� "�-, _� -_a � equipment, etc fumish by mechanical-refer to both electncal and "APARTMENT#3" ,;��,o�;��ot�ut L"°j k���p, ,_-��``-- � � ,IC s4aR��1,,.. _�iou "APARTMENT#4" 8 945 AIC � _yA�ld w�l 1O'`'��p � � and mecharncal drawing for scope and work and adddinal infor- "LOWER LEVEL RETAIL" T'YPICAL `°� .,�y��uumba�lal.��au��alu9 pas�a 1�_ ��o O � mation "MAIN LEVEL RETAIL"(EMATAS) l� - � ��oa; lj y ,,�;;,� - ' 3°` � ��e suon��3�aads'su�i o s�' � �� � � ,i�.;. PF l ou � s uotl�iP�C�uouu;}` . ��Ccs �,�.�io a:�jotn o3 � COMMON EAST �•ncsd�u�l� '° oo srl��'� -� _ . ,;� s ! 5 Pravide graunding and bonding Facd�ties "COMMON WEST' „ �rti , �__ i`�l;o ajt,�,uTp,o loy;O�cue 3°�a�e cq c�t'=�, 3 io O � "PENTHOUSE" (3#1 CU, 1#8 CUG)1-1/2 C �uc o�..,�;�d� ��jo•lo;� ,,,,, ,o� �o,�, __;^aS � - -..._� 6 Complete all electncal demolfion as required "3RD FLOOR HOT TUB" OR(3#1/0 AL,#6 AL G)2"C 30..� J���� -�,,t_����� i J�yLj�'.�,I�:^-' .., - �F,.., �d p jSSA01....� _n� �, ��HOUSE PANEI." Q O sc.� : �� .- -- "'� i'� -'.� �i- �„�__ , •-� � a��� �.1��C�,L 7 Core drdling and patching of existing bwlding structure reqwred for PROVIDE CORRESPONDING PLAQUES AT EACH PANEL ; � � - � electncal work Core drdling shall follow Bwlding Standard procedures THROUGHOUT THE BUILDING 1002 60/2 s�.- � _ � , � � and contractor shall have written approvals from bwldmg owner pnor 4� ' ` �` H , to start of any work. Q Q ; , ; - � � 8 Test of entire system and woric SOUTH NORTH PANEL PANEL � , ���� NEW WORK IS ELEVATOR ELEVATOR 100/2 1002 K1 K2 �„v,,..o a� ��,�►j � � (3 HP) (20 HP) �` -� r T 1 9 O yerating, Maintenance and identification mstructions manuals, if CLOUDED O O REPLACE PANEI.S ��� �,, t (�� rii■■� PER PANEL � ��3� � . �� � DEMOLISH EXISTING SWEET BASIL SCHEDULES � ri��`1 Q��`" �'� 10 PERMITS AND FEES Obtain and pay for all necessary perm�ts,inspeo- &BLUS FEED AND USE EXISTING TAPS 100/2 100l2 Gpt��� �\rS`r�,��S tions, exammations and fees or charges necessary for execut�on and ° {ety S� TO FEED NEW HOUSE PANEL Sa r� completion of electr►cal work 3#1 CU 1#8 CUG 1- � � SET TAPS FOR EACH INDIVIDUAL ( , ) 1/2"C 11 REGULATIONS AND CODES FEEDER FROM BUS BAR O O 8V�`a\� �t�����-'"�°�of • — 3#8 CU, 1#10 CUG 1"C ASEL 9000 AIC ►,� �o�o��a�oV y� -�o� A Applicable codes National Electnc Code(1999) � � 1002 100/2 � " � � �,y� aof`v,5�c��, � 1 T� ��1. �q of� F.r,s �o.- � �"e��- r.• �, F,.I..� Conform to the prevaUing edition and amendments thereto ofthe �,y,��� , �'� dt� ���+e4 � _�E Town of Vail Electncal Code, pertinent NFPA publications BLU'S PANEL 3RD FLR � PANEL PANEL oR 1 ���C�G �������,�a a�hG✓' Q �V and to the requirements of�ederal, State or other Crty agenaes RESTAURANT HOUSE HOT TUB M M1 � , ��, bje � a� •ong, �r� , - -E �` 125/2 '-"' at� a�° ��16�qo�r°Q �e` � having�urisdiction ST ecr:� .��� cNe � �e CONNECT TO 5 - ' ca"`' s�4 � fcom c4� ' 12 SHOP DRAWINGS AND SUBMITTAL ELEVATOR RECALL ot�,c=`�,,-�'"SO��o,y��e �1 �� °� t'O� -� 10Q/3 S.�. PER FIRE ALARM 20013 s�y�����,,�b,nc�s�as��ft�aotl���e�n`"��� � �(� '� �� � A Contractor shall submit shop drawings for engineer review and approval PLANS 4e,,� =��;�°�� 5 Q�a n�o��,�a�s'���c`� ?i � � ; � � ' 30/3 SE EXISTING METER SOCKET Z�� "�s� e°�t�� �e�� '°� � ���� B Shop drawing submittal shall include z ° ��r'�.� �.t,,s� 0 � co ti - „ s4 on 53,� �(rG• b� '_ � ...,c� an P O � 1 Lighting fixtures PULL NEW SERVICE FROM 6,60 4 500 AIC (3}200A 500 AIC (3)60A , BUSS 9 039 AIC �e'`� -°��c{ \�� ���� � � `�` REV 2 P a n e l b o a r d(s) T R A N F O R M E R ' �P S-R REFEED AND ' L P S-R ' a� 5 �``� .� � ��T� N , D A T E: D E SC R I P T'IO N: (3)200A 20013 TAP DIRECTLY 60/3 �` 13 CONDUIT AND WIRE �PN-R FROM GUTTER `r��• �-C' , -��' ��E� � ��, A CONDUCTOR SIZES AND TYPES Use onl co rwnre 600 volt H �� 200/3 � � ����� � ��� Y PPe OLY �� �� �""�"°'"° ERVICE � °`�-- insulation,stranded�n sizes#8 and largsr,solid�n s�zes#10 and ROSS �s,�x �� smaller Control wiring shall be#14, stranded In s�zes#1 and TER DISCONNECT 1 OF 3 �' �� smaller, use types TW,THHN or THW In sizes largerthan#1,use #9 56 � THW or XHHW Use type THHN for wires entenng or passing 5g,500 AIC ``� through fluorescent lightmg fixtures (3#1 CU, 1#8 CUG}1-1r2"C �,' ESTABLISH NEW BUILDING GROUND B MC cable permitted per local codes OR(3#110 AL,#6 AL G)2"C ��,�/ (4#250 MCM AL}7'C RECONNECT TO ALL THREE SERVICES 14 ELECTRICAL DEVICES �I� N 2[(4 MC L�t"C] BUSS A Convenience receptacles wdl be 20 amp,commercial grade ] (3)600A � BONDING JUMPER Date. AEC P%�ect# decora style Fmish per owner or archdect 2"C SPARE 13,200 AI � �,,,'� (a LPN-R — — — — — — a� �-- �#s cu �����c 5/10/06 26694 B L�ght switches will be 20 amp, commerc�al grade, 600/3 BUSSED GUTTER decorasty�e Fmishperownerorarchitect UTILITY 2[(4#3loCU)2'c] , SERVICE 600A 120/208V 3P 4W �/ � � „ v��s� Checked: OR 2[(4#250 MCM AL)2'C] �I (#3/0 CU G)f3 C SOH �� C Dimming switcheswdl be a minimum of600woras noted TRANSFORMER DISCONNECT 2 OF ' ' ' (i J� _ _ _ _ r_ Provide decora style,finish per owner or architect PAD MOUNTED FUSE SERVICE DISCONNECT ,�� 3/4"x10' � D All mounting he�ghts wdl conform to ADA gwdelmes Typ�cal receptacie AS INDICATED DRNEN heights�nnll be+18"AFF and svintch heights v�nll be+45'AFF GROUND ROD ELECTR]�� I��\ unless noted othervwse � E Provide GFI type receptacles at kitchens,bathrooms, 10 IC WATER PIPE i, garages, extenor etc as reqwred by code ERVICE 2[(4#3/OCU,#3 CU G)2"C] '', WHEN THESE gUILDING STEEL �'"I � 15 SUPPORT DISCONNECT 3 OF 3 OR 2[(4#250 MCM AL,#1 AL G)2"C] ARE AVAILABLE REVIEW ROUTING OF SERVICE � �T� I (3j 4QOA�PN-R I A Support all electncal equipment independent of accessible cedmgs as 400/3 CONDUCTORS WITH OWNER AND CONCRETE- r � , required by NEC BUILDING MANAGER PRIOR TO ENCASED ELECTRODE I� , FINAL BIDDING 16 ELECTRICAL BOXES I A At fire rated wail space electncal boxes at opposrte sides of the wall �I no less than 24"hor¢ontal distance �i B When phone,TV&power receptacles are shown on plan next to each other i Locate respective receptacles ne�to each other on site wrth no more E L E CT R I�AL 0 N E-L I N E D I AG RAM than 1"seperating cover plates li � NO SCALE I , • � � 1 of , ''� o������ '�� � �� 'M' I 1 � ' I * + , � � ' � I . — ' _ L _ � ' '__ ' — —_ — _ — II . O N � ,—� 00 PROJECT GORE CREEK PLAZA ; ; � ; i PROJECT# �26694 PROJECT GORE CREEK PLAZ� ; ; �PROJECT# �26694 PROJEGT GORE CREEK PLAZA , � ' � ' PROJECT# 26694 � 'b GLIENT HIGHtAND BUILDERS ��� � �� ` �� �W' i `ENGINEER ;SOH CLIENT HIGHLAND BUILDERSI k ' � ��� `�` ; t ENGINEER TSOH � CLIENT HIGHLAND BUILDERS� T" -__ ___�_.____ _ ____ --.----.--.----------�--ENGINEERT �SOH �� � _ -5�-� � s�.�.� , , , , ; __.__ ..________ � _____.._.____._ __.___._ _- ----._ .__.___------_ __.____ ____.__ .__�_- ---_ _ ____ __-----_ ____ ___ _____--- - ------_.__._____�.__ _.__ - -___ __.___ �__._�____�_._.__ _.____,._.__..�_. ____.�.�___ _,____._t_�_____�,__�._.__�_, ----.--- --__ ______�� _ _ _ __ � � ' � _�____. - ' - - , ______ ._ _.____. , - -- - -- - -- ------- .�. ______....__ W._____�.�_,_..�_�� -..---------_ __ _. ___- -------___�_�.-- j ' 4 ` � ` T i--__--- ^ ------- ' ' � ___ _-____ . - _ ` : � ! ' _ _� ' -----------� ------ '- -- -- j - - - -- ----- - ---- - - -- -------- -- � � N , , , - , - _ _ _ _�_ ______�_,.._______.__. __._.�___;___._____._�__�_______.,�_____._�__��___________�_.._---_,�_�_-----.---�---_____._ ______._____________._.._.__ ___ _,_._.____________ ' ----------- --------- ' t - ------ ! - --- - - -- -- -- -- -- -�--- - DES�RIPTION PANELTOTAL ATTRANSFORMER ' ' � ; ` _ 'VOL7AGE ____ __y 120I208V,3P,4W DESCRIPTION PANEL TOTAL AT600t3 MAIN ' � � � , � � ; �v �VOLTAGE �120208V 3P 4W DESCRtPT10N METERBANK � ' _ ' ' ; ' VOLTAGE• 1201208V,3P,4W � � 0 � -- - - ---- --,---------a-- -'--'- —�-�---•----- -- - _ --_-- _ _ - ___�_�_� _� __ � - - - ------------------.---.s________,____--,---------____.___�_- ---___,__ ..._______._ __,___,�_�_-----.---,- - - _-. SURFACE RECESSED____ ; _ , ____ ' _'__ ' ` ' ; ,MAINS ; �1200A SURFACE RECESSED v r � � ' ` j , iMAINS � ,600A MLO MOUNTING SURFACE ____� _�._�___ __ _______^�_���`�_�'_�� �^ _�MAINS ��A�600A MLO �_____�____�_ '"� � � � - ------ ----- -- - - ---- -�- -•- � ----�----+-----; --------f--- - ---- - ------_-- -- ------------- --------___ -______�� � -�v�---_---- - � � � - - ---- --- - -. --- - -- --- U TYPE.EXISTING ` E i � ' � � ! � t I AIC i �PER DRAWINGS TYPE EXISTING � i ¢ � � 3 �AIC i �10K ��� - T1'PE EXIST G� E i �i � , AIC ��' 10K� � � � �; � PHASE PHASE PHASE PHASE P!-lASE PHASE � �� � l� DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIP110N DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPl10N DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION Q •� � Q+ O ' EMATAS 15999 100 2 1 2 2 100 11220 COMM WEST v A � � °�` � TOTAL A7'600 A MAIN 82686 6Q0 3 1 2 0 HOUS�PANE� 94404 900 3 7 2 U - � O .� 82686 3 4 0 " 14404 3 4 0 �� �� �'v� N DC � 82686 5 6 0 14404 5 6 0 15999 3 4 11220 �� „ COMM EAST 9420 100 2 5 6 2 100 7800 APT 1 �� � v� � CC3 U '�..� N �.-� � .-� 9420 7 8 7800 " 4-a SWEET BASIL 47522 400 3 7 8 3 200 30700 BLUS RESTAURANT THIRD FLOOR HOT TUB 3333 60 3 7 8 3 6DD 64949 METERBANK �� � � ^� APT 4 5000 100 2 9 10 2 1 QO 9450 APT 2 � a a N O � 47522 9 10 30700 3333 9 10 64949 ' r+ �'' 47522 11 12 307Q0 3333 11 12 64g4g " �� 5000 11 12 9450 " D 93 '14 D D 93 94 D ' � � o� pp � L O W E R L E V E L R E T A I L 5 8 1 5 6 0 2 1 3 1 4 2 1 0 0 5 1 1 0 A P T 3 "d 0 1 5 1 6 5815 15 16 5110 (� � � � U 0 0 1 5 1 6 0 0 1 7 1 8 2 1 0 0 2 7 6 1 0 P E N T H O U S E - � c� 'd �0 0 � 0 17 18 0 0 17 18 0 0 19 20 27610 w •� s�-+ ��„ � 0 O �9 20 0 0 O 0 21 22 D 0 � 0 23 24 � p "� � � x O � Q 0 � 2�4 0 0 0 23 24 0 0 25 26 0 � (7� g � � � � ~ 0 2 5 2 6 0 0 2 7 2 8 0 ,_; 0 27 28 0 0 27 28 0 0 29 30 0 U U Q p � 0 2 9 3 0 0 0 29 30 0 0 31 32 0 � •� w pp � 0 39 32 0 0 39 32 D o 33 34 0 � � ,..� � � 0 33 34 0 0 33 34 0 0 35 36 Q 0 35 36 0 0 35 36 0 0 37 38 0 V ��+ � � 0 97 38 0 D 37 38 0 0 39 40 0 � ./.a 0 39 40 0 0 39 40 0 0 41 42 0 � � Q 41 42 Q 0 41 42 Q � LOAD CALCULATION SUMMARY ' ! ' ` � LOAD CALCULATION SUMMARY � ; ' f ; � ! ; � : LOAD CALCULATION SUMMARY � E �T � � ~ � ` ' � _ ^_ __ ___ __ _ _ _ __ _ __ _ _ _ _ __ _ � . , , < < � _______..____.__.._._______.._ __.�..___, �_. � � ��_�__.__; �.� _.__!��__,�_____�_��_�,____._.__}__.__. ______�___�._� ----------_� �,�______ __�- ---�.� _ �- � _{__----_�_.__���___.______.____ CALCULATED POWER FACTOR -----�-- ---- ' - - - � - - - � _ � _. .r.�_ ___ � _ ____.�.�. --- -- - -- -.- -___ _ __�- ---- � � � � � ---- - _.� _ � _ _ _ , _ . - - - --____—_-------_______ _��____..____�_.__.___._ _ _____ _._ �__ ___ __. , _ -----—---——-------=- ----- --- �--- � �i ' � ` _ _ __ _ _ __ _ .______.._______ __6 �___ __W�_�..___._._.______�._ _.,_. _____ --— a--- ------,-- - -�- ---- --- -- -------- _.__.__. _ .___e____.._._._._.______._. __. _ --_--.--- -- -------_�______ ____.._.____, _ �____�___,___._._ _,- -- _ _____`___._ _ CALCULATED POWER FACTOR , I + ` i � � ; � i CALCULATED POWER FACTOR ; ' ; ; , , , � —---_ ___________ 0 97� _���- - - �-- - - _ � - -_- --- - -_-__- - - - - _ -- - - -- - -_�----_.___��. -- --- -- -------.-----_�_ �_,___�__. .�_.___._�_ ,____,�__, -- -_____ ..__a_ __---- -- _�_ _�-----__.___ ------------ , 0 96_�______�`�__ E ' , I f '-----` --__,_. -------._ — 0 95 _ � , ---_�_---__---�.__._____� .,__________�}._._______ ____ - , -- - -- - - CONNECTED LOAD�_ s CONNECTED AMPS_____. ' ____ _._ _DEMAND LOAD DEMAND AMPS��___.____..___�_________ ___ ' ` _�_._���__��_____ ___�__� __t � __.__________.___T LIGHTING&HIGHESTDEMANC 31800' a � 93' � � 39750 116� ___ ^��_� __��_.�____..____�_ r_�___,_.__�__._�_._________.__�___�..__.______�_ _____�__________._.__._---- ----- _ .__ �____________--�----:— CONNECTED LOAD f CONNECTED AMPS ; � , DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS � ; DEMAND LOAD DEMAND AMPS - ---- --- -------------- --- - — --- - ----- �- --- ---�- -- '- - -- - - - -- -- -- - -- ---------- ---------- LIGHIING&HIGHESTDEMANC 75100i �-r 219 s�� � 93875' � 274, ��� UGMING&MIGHESTDEMANC 37600'; � 110' ' ;��� 470QOi ' 137 -- RECEPTACLES �_ __, 118498 ___�_ r __�__I 328� _ __ � � { � 64249 ______._______ 178_..__ _�.�.�___.__.�._ ' �� _ _ _._ ___ �_.,___._______,-_ _____�_._ _ _ ____�_____.--_.________________r�___.w_.___�__�- -._�_____�______ '�_._..�._______;____._____a___.w__�_�____.___ ____ _,�___._._______ _.___._.._�___� ` _.___�_________---_____-- -___�.------,--------- -,- -----�-- - — -- + -- -- , RECEPTACLES ; 137798; � _ 382 � ! � � ' 73899� : 205; RECEPTACLES � 135098 374 � � � � � � 72549� f 201� MECHANiCAt 36650 ; ; 119 _� _ _ __ _ _�__407fl0 _^ _ 133 _��� _____ __ _____y____ ----------_____�.._e_�v_-----r--A_.__________ �_.�__�_�,__�.__---�----_�---- ---r---------------- ---------___�__.__-------._-----.- ----v__- ---___�__.__ _ _ _____________.__�__ �___��__- --____�-----_-__ --.__,______n____.._______��._� ____.___._.____.e_.____ _M_._________--�--___�__---- KITC HE N 8000� ; 22 � ' S200 14 MECHANICAL � 124408� ; � _' � 405' MECHANICAL "< 67361 2; 220 � � 764987; 249; ------------- _______._ __�_______ ._..____.__ _ ____ __. _._._ �..___ m___.________._� __—_ , ! , ------ -- ------- ---------< ----- - ------` - 405--------- � -;-----,_124408j-------J ------�------- - — --------__ ___._.._._.�_..._____.__�_ _.____—.__ - -�------�---�--------�------- -1��___ _------- ----_----- TOTAL ; 194848� � 562' i 149899 441 � KITCHEN � 145420`t ; 403 ' ' t ,---.--.--- .---__________ --- - ----- - -- - - --- - - - - � - , � -,- - - — --- - --- - — - --- _.�_.__?__�.__._�� � 94523� , 262 F ____ --- _______._.____» KITCHEN ___..�__._----- 8000 �--- _____________' 22 _ ' _ __._ _��__ 4 5200' _______ � 14'_.___- --- --___ ___ ; , � ----_._.�_��— _______._.__._.�._� ___._.___ __n ____,_ _.__. TOTAL ��_____' 482726' _____ _� 1409 ����,V'__�� 386705 � 1146� __���_ � TOTAL -- -------- ---, 248059 ------�----- -- 726 ` ; � , ' 201248,4 LL 602� - - -- ---- ___._—___ ! _-__--_�____ _ - - - - ---------�-------- r----- ------ -- ------ - -- - ` ` � i � i � � f 1 � } N PROJECT GORE CREEK PLAZA ' ' ; , ; ; , � ! �PROJECT# �26694 PROJECT GORE CREEK PLAZA � ' ; 3 �PROJECT# 26694 PROJECT GURE CREEK PLAZA , � � � � � PROJECT# '26694 �______� __.._.____ ______.._-- -__._�____.____.____._______`_-.,___.___.._____�_____'.____._ }._.________._,�___.____. ____�_.___�.____.___._. _______��__.__._____a�..__�__�_______�___e_�_�._�._..._.__.._._.._..�...__.___��__�,�...�.___._�_ -----------�--._.� _____�_ ___..__-_ �^__._..____._�.-________�T___ __m._ �-' --- -..__ � -- -- --- --------------__� CLI_ENT_HIGHLAND BUILDERSa______ __r_,__�___ _____`_;.______{___._ ;_____!_____.._.___ ._____�______ENGINEER�___,_,�SOH � � � �� CLIENT HIGHLAND BUILDERS�^___________�;�_____._._ __._�___'�___._ ;__w__a.�__K_______.��_.�_�s.ENGINEER�v___tSOH_�_____ ____ ___ C�IENT HIGHLAND BUILDERS � � � ` � � v,� �^ ENGINEER� 'SOH _ r _ _ ___ _____ __.�.�___ ___ __-- - _- - i � � i r � i � i i _ _ _._____..__._.._ _�__ _ - `__ �..��..___�.._�u�.__...._._ _�___�_______' - .._.._.._,._ __._.< __ __'___�.�. � �- ..�_._...._ _ `�.__"_.._._.�_�__�_._'____-._��_ �._.��._.__. ._�_�..��..__.��_._.' _._..��__.�y�__�...,..�---i---�.----..----.. . _�..-..���_.�._�.�_�.��� �_�_ ____"_�._ __�.___.���__.__,_""��___ _ __.._ _ _ _______ _ _____�_,..____�'�_____.__ '_ ____"t__ _ _ __� ___ "`___ -_'--_-_-__ _'______-_______ _ _ � _.� A. _1____�-_ _ T� _ __ _ _______ _ ' _ _________-____ _ DESCRIPTION PANELHOTTUB � --- ----- ------ ------------;--- ---- - -- --;-- , -----T--; - -�- ----� _ _______ __ __ �__ ________� _� �__ ; _� �VOLTAGE `4I 120/208V 3P,4W _ DESCRIPTION PANEL HOUSE _ ___�_��__�_____ ' ___z_T� _ _�___�_ ______ i VOLTAGE 120208V�3P,4W____ __ DESCRIPTION PANEL BLUS TOP _ ' __� _�!___I i' _'�_�__VOLTAGE L120208V,3P,4W ��� __ �. _ ___ � ' � ____ �..----______�� - �- - - - - --- -- _-__ , --- , -- �_ _ t MOUNTING RECESSED MOUNTING SURFACE �=MAINS ' ' ' -I---_----�--- ' - �___ __J_ _ _ � ° �,___�____ __________.__ __�__ ~� � ` � t MAINS � �200AMLO _ ;— --,------�---- -,---- --; -- --� --, ---- -r---- MAINS--'- -----,,60AMLO ---- ------- - ----_----_-,---_---__•__ .____ --------. �____���__ ,�.__y_________ �_�__ .._; �_.__ 200AMLO __ MOUNTWG RECESSED � + �; , TYPE EXISTiNG ' � ' ' = fi i s ti 'AlC ! �10K TYPE SQUARE D NQOD t ; s 'W � �s �AiC i f 101C SERIES RATED � ' ---- ----,------- --- -- -____�___�__� _ TYPE EXISTING ____�_�-- ---,--- 4------ ' -_.__._.��----_------ , AIC �EXISTING PHASE PHASE PHASE PHASE PHASE PHASE � _ 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 DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION Y � HOT TUB 1500 20 2 1 2 1 20 1000 LIGHTS BOILER 1000 20 7 1 2 1 20 200 ELEVATOR LIGHTS COFFEE 3000 20 1 1 2 3 30 2500 STEAMER � " 1500 3 4 1 2d 1000 LIGHTS HEAT 1000 2D 1 3 4 1 20 1000 UNIDENTIFIED �� 0 3 4 2500 HOTTUB 2500 30 2 5 6 0 SPACE HEATTAPE 500 20 2 5 6 3 2Q 1667 3RD FLOOR DRYER UNIDENTIFIED '1200 20 9 5 6 250D " i " 2500 7 8 0 SPACE " 500 7 8 1667 UNIDENTIFIED 1200 20 1 7 8 1 ZO 1500 WALK IN � U SPACE 0 9 10 0 SPACE BOILER 800 20 1 9 10 1667 " KITCHEN LIGHTS 800 20 1 9 10 2 20 1000 UNIDENTIFIED � � SPACE 0 11 12 0 SPACE LIGHTS 1200 20 1 11 12 1 20 800 BOILER ROOM LIGHTS BATH LIGHTS 500 20 1 11 12 1000 0 13 14 0 SPACE PUMPS 800 20 1 13 14 1 20 800 CIRC PUMPS MICROWAVE 1200 20 1 13 14 1 20 1200 REFRIGERATOR � � 0 15 16 0 SPACE UNIDENTIFIED 1000 20 2 15 16 1 20 800 BLUS HALL LIGHTS MICROWAVE 1200 20 1 15 16 3 20 1667 HOODS � � 0 17 18 0 SPACE " 1000 17 18 1 20 1200 UNIDENTIFIED COOLER 1000 ZO 2 17 18 1667 0 19 20 0 SPACE PUMPS 800 20 1 19 20 1 20 1200 UNIDENTIFIED �� 1000 19 20 1667 " O 0 21 22 0 SPACE FIRE ALARM 200 20 1 21 22 1 20 1000 BOILER HEAT LAMP 2000 20D 1 21 22 1 20D 1500 DISH MACHINE � 0 23 24 0 SPACE 3RD FLOOR LIGHTS 800 20 1 23 24 0 SPACE BAR STEREO 1500 20D 1 23 24 1 20D 1500 N DINING � I 0 25 26 0 SPACE SPACE 0 25 26 0 SPACE E BAR LIGHTS 1500 20D 1 25 26 1 20D 1500 MIXER O 0 27 28 0 SPACE SPACE 0 27 28 0 SPACE REACH IN 1500 20D 1 27 28 1 20D 1500 MIXER � -..., `, 0 29 30 0 SPACE SPACE 0 29 30 0 SPACE KfTCHEN EM LIGHTS 1400 20D 1 29 30 1 20D 1500 FZR EVAP � , 0 31 32 0 SPACE U 31 32 0 SPACE UNIDENTIFIED 1800 20D 1 31 32 0 SPACE ``�� 0 33 34 0 SPACE 0 33 34 0 SPACE UNIDENTIFIED 1800 2QD 1 33 34 0 SPACE � � � 0 35 36 0 SPACE 0 35 36 0 SPACE FRONT LIGHTS 1800 20D 1 35 36 0 SPACE � 0 37 38 0 SPACE ELEVATOR 6334 100 3 37 38 3 30 869 SOUT'H ELEVATOR FZR&COMP 1800 20D 1 37 38 0 SPACE �� i 0 39 40 0 SPACE SHUNT TRIP 6334 39 40 869 SHUNT TRIP UNIDENTIFIED 1800 20D 1 39 40 0 SPACE � 0 41 42 0 SPACE " 6334 41 42 869 UNIDEfVfIFIED 1800 20D 1 41 42 0 SPACE LOAD CALCULATION SUMMARY ' ' � � i , � � ; LOAD CALCULATION SUMMARY � ' � ` ' � � � � ._.._________�__._._________�,_.____ _______ __� ���.__ _�.� ___�.._ __.�___ __�____j__�_______, .___ __;_ _____.�_�._._____.________� ______�__��_��__..._�r___��_�_._ ____,___.__ _._� ._._�. _ ._..__.__. _- -----�_�______ �____ ���_�__.__------ - LOADCALCULATIONSUMMARY �--._,._.�L _ ' ___� ___._;__�__;______ , � _�_ _____�___-----:-___.___.__�.�� �_______.�.�__ ; � < , _._., _ r.,. _______ _ � , -� _ _�_.___-.�_ , ; , ; ; � �� s --______._________��_____�_._____.________ __.__�__ _;�____ .___�.__r___.r_�__�_______r___-.___.____ ____.._.---,._______,.�___�._ � � - - , - -- , - �-- - - - }---- -�- -----�� -- --- ---- -----— - -----—- ' , --1--- - � CALCULATED POVVER FACTOR. < < t , - ----__---___ _____ �_ - -- -- - - ---- ----- --- , , -- �------- = �- - - t ---- -------------- - --- --- - --- --- --,� ------s - -- - -_ , - --- , - --- ---- �--- - -- - - -- -- - - - - - - ; � ��_,____�_ � ' _ � � _�_ CALCULATED POWER FACTOR________..,_ �__.____�..�_ ,_ __ � ,___.______, ____�_; ______ ._�.?_.___.�_____.-------___ _ GALGULATED POWER FACTOR�_____--- --_.__-------- ___--- � ---- --_ ___--, ------------____------- --- ----------•--- --------- 1_00�_ �---------- __�_ �__-- --- ,-- ----� -r-�____�_�__ ___._�___.�_______ 0 89 _~__ _ �� _,._.-�.�__ ' �` m.___�_�_-----.�� 0 98 -- --- ---___ _..__�_._._ ;_ { 1 , _i_ ___ _____ CONNECTED LOAD__ I~CONNECTED AMPS_ � __ ' T DEMAND LOAD_DEMAND AMPS____^____i _____ CONNECTED LOAD_A'_CONNECTED AMPS f �_ _DEMAND LOAD�DEMAND AMPS� _�______ __ �� ��CONNECTED LOAD ; �CONNECTED AMPS �j� ^ �v DEMAND LOAD DEMAND AMPSv� � ! �� ---- -- --- - - _� � - - - - LIGHTING _�___; __2000 i ' ' 6� ' `_ 2500'___�_-y�--_.e 7, LIGHTING ' 3800� - - �--_---� - -11 i-- _�--_�---- --� --; ---4750� ; __14' � LIGHTING ^� � � 10900 --- 321 , --- I �--i---� ; 13625 ; 40 ��-- , , � i , __�__�. ___ ____� -�_�._,-_..__.__._,_.�.__._ _____�� RECEPTACLES --- - -----�-- -8000r , ---�-____ __.__..__________ - - ------------ ------- - - , c ---- - -+------------------- - --- ----- - -- - - �-- --- -- - - -- - -- - �-- ; - , , t , 22'--�------ '-- -°- - ------`---8000i------ ' 22; RECEPTACLES ' 8600 � 24 � � 24, --- - -- - - - -- -- - -- -- -- ---- - -- ------ - - -- - - -- ---- -- ----�--- - -____________N�__ __,.___._.�._ ____ _.___.�____---r------__�____;__ �,�_�_-_____- _ 8600� _ � , - __-__ -- ---_-- - ------- -----___�____._ _. _____�__.._.______ __�_____�_--- -_ RECEPTACLES 0' ; 0 0 0� M EC HANICAL f 0 i ; i ' ' , r--------- �_���_____,�_____---,-------±-----L-^,____-----__ _ ---____ ___ ___.__-------------------.___�__—�_--- Qi , i Q� Q� MECHANICAL__.�_____�____;_308112____�__�.r___�___100.___ _________`.______�_ ____ ____; 308112__:__._�.___:----- 100 _��_--- -- MECHANICAL� ' S000' , � 16i ; • , - ----- _ �________, _-^----------,---------- --__i__ . - - �--=- --�;._. _�__---�--_______� __.`----- �-� ~ 137� - ---- ------------ -- --�-----.__��. _.���-----._,��_-�-------,-----�----�----- -------- KffC HE N 76200 � ! 211' ' � i � 49530 � KITCHEN � OE � 0% I � � Oi 0� KfTCHEN�---__ _._._� . __ � ____ __ '_ ______-t �i---t-_---._ ___ �__._.--------� ��------- 0, ' � ___._-___�_____ _____ ��,_W__._ �_�__ �______� �-____�------------�__ _.__��_ �._______-------- -------- T�TAL � 10000' 28� € ' ' � 1Q50Q' 29� TOTAL ' 43211; ' � 135'-_ "--- ; " 44161+ 38� ----- --------__�_,�__ __ _�M__ _---_-- -- -- -_ - -_ _.___. _ __ __--- __-- , -__.__.._ _________._.____._�..__ ------ ------------- -----�--- ' - ----- - ----------- -- - -�--- - -- -- -- , -- - -- --- -` , ---- --- --- - - '� , ' � � , � TOTAL 92100 � 259! 68155' 193 -- -- ------�--- -�-------- ------ ------------------------ - , , -- ------- - --- ----- - -- --f--------- --- ----,----- --- - --- ---- ------ ----- ---- � i � � � � I � � � � t , , , � � , z � PROJECT GORE CREEK PLAZA ' v���� i i i 3 PROJECT# ±26694 PROJECT GORE CREEK PLAZA � ' � � � � � PROJECT# 26694 ______---________� ___.----__,_______.�i�_ � ___�___.____Y__ ___._�__�__; ____,�_.__�_.__.______ ,_______..-_--_ __�__�____.� -----.v _�--------�-.._�_-------�----»._ , --------,---s.____��_�_-- -;--____--- ---------- PROJECT GORECREEKPLAZA � � : � ' ' PROJECT# ;26694 CLIENT HIGHLANDBUILDERSi �_�_�_ ; ; � , ENGINEER �SOH , CLIENT HIGHLANDBUILDERS� � < < , ; ; � ENGINEER ;SOH ------- ---�----------�---__� ____.____�._�________�_._._____.___ ___�_.__ _ ______ _____ _____- _ ___��__..�________--- _____________ _---- -�____,. __.�_____..____�_�____.__ ...�______,_�__._.___-;-- -- -- _ ______.__ ------------------�___���____-___±._v___�.�_�r___.��___,.___.__�__�___y___w.�______� __� ___�_____�_�_ CLIENT HIGHLAND BUILDERS� ; f ti � i ' �ENGINEER ,SOH , S-__�_;�_. ' ' �_____._�__.___._�___..,.__..____.,.._ ----��_�__ �____�__ �__� ._ __ _�. ___.___..��__ __.__ __�__ - ___ ___ _____._._ __ _____�_ ---------- ' -- --�-------�— i--- i- -------?- ----�--�-----�- - ---�------ €-- ------- ' ' DESCRIPTION PANELBLUS BOTTOM � - -- - ------ ------ ----- ` , � , � r ; ; _.,_. __i__=--=.__._`___ -- - ---- -�-- ---- ------- --'--._f------ _-k- -- -- ------ ---- -- - -- -- ----r--!---�---` -- --l-- - � i � i � ------------------�-------- ----- --- --- ------------ -------- -- � ____________ � r � ! ' i �VOLTAGE }120208V,3P,4W DESCRIPTfON PANEL A EMATAS , ; , ! , i ; VOLTAGE t 120208V,1 P,3w DESCRIPTION PANEL"COMM EAST' ! , � = i � 'VOLTAGE �1201208V 1P 3w __- --- - --- - .__.___�__,____._--,--.__.._____-- -- �.___�_�.�_.____�.___„�..�___.�___ _. ._� ____ __._____---_,____ __ ___._______- M OUNTING_REC ESS E D � � ° F s i ------___._._----- -_.-_�_-----;---.--------,---------�-------- -----__, -�____^__.-_________�_�._-._�_ - -_- -- - - , - ---- __ _ ___ _ rv_ ___ ____.�_ .._____ ------------ ---------_�___.-.�------�____.__.�___ �!__�:�______.,_w__.�._.____!MAINS �______;200A MLO _�.______ MOUMING SurFace __h� ' ' � � ' � ' �_ � _�_� __ __� _ _ - ----�- - -__i______�__s --- _ - -1---- � � 100A MLO _ REV TYPE EXISTING � ' � ! � i I ` ; AIC , !EXISTING F -__ �_�._.______�_ ___�--;------ �; MAINS _._� ____ 125A MLO _,__ _ �__ ____...__�_�_ = __.___._- _-,------------�_„___- ----- ----------' _____-- ---- -- -- -t- t � DATE: DESCRIPTTON: TYPE S uare QO e or e ual ' ? � � , MOUNTING RECESSED 1 _ _MAINS_ ; PHASE PHASE ' E AIC 10K TYPE EXISTING 1 � � '^ �AIC � �10K N ; PHASE PHASE PHASE PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTIOIV DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION WALK IN 1000 20 2 1 2 2 30 2500 PIZZA OVEN WINDOW REC 2 1466 20 1 1 2 1 20 1275 TRACK LIGHTING " 1000 3 4 2500 " UNIDENTIFIED 1200 20 1 ! 2 1 20D 1800 UNIDENTIFIED WWDOW REC 2 1466 20 1 3 4 1 20 1275 TRACK LIGHTING HEAT TAPE SUB PANEL 2500 50 2 3 4 1 20D 1800 201 B FZR/COMP CAPPACINO MACH 1250 20 2 5 6 Z 20 1250 ICE MACHINE WINDOW REC(2) 1866 20 1 5 6 1 20 1275 TRACK LIGHTING �� 2500 5 6 1 20D 1800 201 COMPIREC " 1250 7 8 1250 " RECEPTACLES(6) 1080 20 1 7 8 1 20 1275 TRACK LIGHTING fCiTCHEN LIGHTS 800 20 1 9 10 1 20 1200 UNIDENTIFIED UNIDENTIFIED 1000 20 1 7 S 1 20 1080 201 REC WEST WALL RECEPTACLES 1080 20 1 9 10 1 20 1275 TRACK LIGHTING 202 SW REC&WINE COOLER 1200 15D 1 9 10 1 20 1080 201 REC UNIDENTIFIED 800 20 1 11 12 1 20 1200 ICE ROOM LIGHTS EAST WALL RECEPTACLES( 1080 20 1 11 12 1 20 1350 TRACK LIGHTING LOCKER RM FAN&FZR LT 1 S00 20D 1 11 12 1 20 1080 UNIDENTIFIED ICE CREAM FZR 1200 20 1 13 14 1 20 1200 UNIDENTiF1ED RECEPTACLES(5j 900 20 1 13 14 1 20 1275 TRACK LIGHTING PANTRY REF 1200 20 1 15 16 1 20 12Q0 UNIDENTIFIED SALES ISLAND REC 1 180 ZO 1 15 16 1 20 1275 TRACK LiGHTING � 13 14 0 UNIDENTIFIED 1200 20 1 17 18 1 20 1200 BEER COOLER SALES ISLAND REC(1) 180 20 1 17 18 1 20 1275 TRACK LIGHTING 0 15 16 0 BAR COMP 1200 20 1 19 20 1 20 7200 BEER COOLER 0 17 18 0 DH-1 2125 30 2 19 20 1 20 1275 TRACK LIGHTING 0 19 20 0 Dace. AEC Pm�ecc# UNIDENTIFIED 1000 20 1 21 22 1 20 1200 UNIDENTIFIED �� 2�25 21 22 1 20 1275 TRACK LIGHTING � PHONE/TV 1000 20 1 23 24 1 20 1500 LIGHTS ERV-1 900 20 2 23 24 1 20 1275 TRACK LIGHTING � 0 23 24 O 0 5�1���6 26694 UNIDENTIFIED 1000 20 1 25 26 t 20 1500 LIGHTS (2)3/4 HP MOTORS 900 25 26 1 20 1275 TRACK LIGHTING 0 25 26 0 Drawn By Checked By EM LIGHTS 800 20 1 27 28 1 20 1500 LIGHTS SPACE 0 27 28 0 SPACE UNIDENTIFIED 1000 20 1 29 30 1 20 1500 WAFFLE IRON SPACE 0 29 30 0 SPACE 0 O 29 30 0 O S�H �C 0 31 32 0 0 31 32 0 0 33 34 0 0 31 32 0 0 33 34 0 0 33 34 Q 0 35 36 0 0 35 36 0 0 37 38 0 0 37 38 0 0 35 36 � pANEL 0 39 40 0 0 39 40 0 0 37 38 0 0 41 42 0 0 41 42 0 0 39 40 0 0 41 42 o SCHEDULES ' LOAD CALCULATION SUMMARY , � < < ' � � � LOAD CALCULATION SUMMARY � ' ' E � � --_______-____---_- ____---- --�-_______-,--------�----�-----�-----------------°-�----____.____._____.__..-------�-----�--------- ----- ---- - --- - - - -- - - - - - - --� ' - ----- -------' -- -- - - - - - - i � ! � � -- 1 i , ` � � < < , - - ---- - - -— - � -- -- — - ---�.�__---___��___—,----___ , ___-- ------ --------M-----�-_ _.�_—-___�_______._--- �.. _ _______ ____ � �__M_ _._�_�.__�_��_______ -----------------'--- ' -- --�-- -----' : - � ---�----- ------------ - - ___._�_._.__ _ .__._�__��.� __�_._PROVIDE"SWITCH RATED' CIRCUff BREAKERS FOR LIGHTINGCIRCUffS , , , t_._ _ _ _.� CALCULATED POWERFACTOR__�_ ' _ �_ ' _ ' __ ___ � _�.._.�._ ___...� ._�_�__ ---_ �._ �.___�____._._��_____.___.___ ` -------- -- -___ _ --- -- - �____��___ -- --- - ' _._�_ f � --.---- F � � CALCULATEDPOWERFACTOR 097 �t --- -- --- --z---,__.._��___;__�___��-----________-__.-_---:_�Y-,-�-.--- , � 1_00 _.�_ _ _____..�__---__ ___.___ _'_. _��._, .__.;__. ;_ __.f __;� _ ________�.___�.__�.___�_ __ �__A__.__u__�___�____ .._.�__ __,�?W� _! _____---�_ '- _� ____�_-- -��_-- CALCULATEDPOWERFACTORV i096��____ _ ' --' _.._'___---___._..__ �___�___�__�� �.__ � , , - a _---------_______� _ _� ___________..______ __. ��___i ___�____���________'---__��_�_.__ ___._ � I � � �_____�.�- , .._.....__._________�___� -- ---- -- --- ------ `• � s �;� � --- ------ __._______.._.._ !_________._____._.___�__`____ . _r._. __ � __ _; CONNECTED LOAD 4 CONNECTED AMPS � ' DEMAND�OAD DEMA(�iD AMPS CONfVECTED LOAD CONNECTED AMPS ( _ , DEMAND LOAD DEMAND AMPS - - ----- --��---- -- -�---��� � --- - --- - --- �- - - -- - - ------ -- - - --- -�-- ----------� -�� ---- ___._ __.__._________________ __� __ __��__________.�---- --- , ---._.________._.__�_____________ - - -- --- - -- --- - - -- - --- - - - E P _,__ _ DEMANDLOAD DEMANDAMPS LIGHTING 6100! � � 18� � i � 7625 � 22; APPLIANCES � 16650 � 80 1 + � 12488 60� - _� L __� CONN C M S_ __ ____ ___ � , �_ ��_�.._..__.___.__ - --- ---------------�------ fi- - --->- ---;---�-----;---- - - ------; _-_--- a-------,--- - - -- - ------ ------- ------------___ -_ -+--------- - -----` --- -,----- ---------�----- - ----------------- D� OA T 0 p� 0� _ j----- ___��._ ___.____ ---_ ____ �_ _ _______. _� __,�_�___ _,__��__�____Y_____.._. RECEPTACLES��__W�__;__�_��______�__._._ r._.° 0' + � ___.__ _..__'____w._._.0�_...._.____.___._____�� __�__.--�-_--_____�_ LIGMTWG&RECEPT � 9298 , 45= � ' ' �5204 � 25� APPLIANCES_-____-- �_ }�� _�_ } � ______._.___�_ �____�_�.��_�________ _� , - • - - -W _, __-:------- -_ ._��_._ �_ _�_�_____ ___,.____ -- -�-- ---- --r_--._______ _ .___________ _ LIGHTING&REC E PT� �,i 13840---_�--- 67 ___I m _ u6794 33� __ ___ _ __ ___.�____ _ ________._-__------_�__._ ________ __ MECHANICAL ---____________1_____.��______�_re___._..---�--_-�7--t---�______;___-�------�-----�`L___�--,----_�'_�_____�_._---- ------- MECHANICAL � 6050 - - - �--- --= - -29' ----- -'--- - '' _ � 71125'- - 34 - -- - .�______��. - 000' - -- 24' - -- -- _ _ ---- '---6250,W.��_,_____30[_____-._--_._�_____._ - ooR�G _ - -- -- - ------ ---�-- KITCHEN � 31500; ; T 87E ; ` ' 20475; � 57; KITCHEN OVEN&DRYER � 0 0 � ' ' � � - 0� ---�-- -- �;--- - - - --- MECHAN CAL- - --- -- -j ._.__5 -;- - - , -- - - J ,- - - - - - -- ' - - -- -- '-- - -- - - ----- --- -- - --- � P �ST �.____. _ r _�. _ � -.__e__-- �__ ,.____,�_____ �___�_ a_ ___________�__.-_ � _.___._,_.�__.__� _ !_______ _ ____ __��_---- KfTCHEN OVEN&pRYER 0 , � 0� � 0, i 0 Q {-� �` TOTAL � 37600` ; 1 105!--s-----� - � � 28100; _- - ' 79' TOTAL = 31998� ; 154^' ', 24804 1 119� - -----�- --- , 40'-- ` , -� -- `- - , , ` � � � -- --- - ---------- ----�------ -- -- -- -- ------------------- -_______ ._�__.__.� .y___._._ ------- -_- �.v, _-___ _,-__-�___e �_�_-----_-.__ __ ; , ^, 13044� 63� �O 2! ----, f ; ' , -_-E -,-- s , - - TOTAL___.___,____.__ 188 � ----i -- 91 i___� , ---�_.______ " _�____ _ ____ _ O .p (<` _ � �` � O '" "�.A rcS� �� Q- • o,��ss/ r o 6�G\��,`� 2 of ` 4 ... ONAL E O CdPYPoGHT 2001 AR()11EC'IINiAL D1qFIFF.PofiG COtiSULTANTS.INC. � � � O ' N � r-+ PRQIECT GORE CREEK PLAZA � ! ' � � �PROJECT# �26694 PRQIECT'GOF2E CREEK PIAZA [ ' � ; ' � � 'PROJECT#' ;26694 , � , , � � �-----:-------y-------- =,-------�--_-- � � _-.---�..�_.,-___ -�_ � -_-m PROJECT C'�ORE CREEK PL�Zl� � i � � �PROJECT# ,26694 CLIENTHIC�HLANDBUILDERS ' � � ; + '� !ENGINEER 'SOH CLIENTHK�iLANDBUILDEF�S, � � � ' � � ,ENGNEER SOH ---� '�`u --T~--- �--_v���v --- N E `SOH +, "d ---- -- - - - - - - -- - -- - - - ---;- -- �----�- -- - - - -;- , > - - - - -- - ' --- ' -- - - - - - --- - - --- -- --__ - - � - - -- ------ -- - --- -- ------ -- - - - -- - - � � � $ - --- -----t-- �----E-------'-----------,--- - -- '-- --- - � - --------- ----- -- ---- -- -- -- j , - - _-- -3-- ----�--- � --�------ --- _ j---- � ------- - - --- --- -- - - - - - - ----- -- -, -- - �- - - , '- � - - -- - - - - , E s� - --- , - ------ ------------- � «i CLIENT HIGHLAND BUILDERS �ENGI , � ------- ---- - � � s-, --- ----------------�---- - -- ---- ----�------- } � -�- ----- -- - --------- r , � � , -- - --'-- -- - -- - - - --- - -----�----- ------------ ------- --- ------- r-'' DESCRIPTION__PANEL"APT 4"�SUFER LOWER LEVEL PANEL " = I � __�__^___�� i VOLTAGE i 120208V, 1 P,3w __��_� DESCRPTION PANEL COMM WEST � ,______ _ � ` � � �VOLTAGE____��120208V, 1 P,3w DESCRPTION PANEL"APT 1" ' ' � ` � VOLTAGE 120208V, 1 P 3w v � N - __r----- ---�-- __..� �_.- �------- ______,_ _ _____ _ ___ _ _ __. �.�__ _�_______ _ _.___�_r_ ___..__...___ __ --------- � ____ _____ -_-- - M - � - � 1 , , ____ _ . ._ _ ____ _ _ MOUMINGRECESSED � ' , � , , � � _ , - -, -- - --- ------__---,- ---__�------- ---- - ---- - - - - - O sf1 � , i � , �MAWS� ; t00A MLO MOUN'ffl�tC�RECESSED ' � � MA�iS_ 1fl0A MLfl __.________.__.__._ ______�_^____.__________ __ __ __�.- -r- - _ _ �. _ _- - ------ - __.._ __W_____________ _______��_.._.______...___.___._.� _____,_�__...,_��---�_.. �__;_._.._.________.___..._.._____._.__--- ___r_____��____ �__ ---__..__._.a _____w___�_. ___�_______..�_.____.__ ,_._�___�.______;__ __�___� _____._;_�___,�____.__.___:____._,_____�_;------- -- _.___e__.._.---�,_�__�__----- --__ ___________._______._____ MOUMIN�RECESSED r MAINS ' 100A MLO TYPE'EXISTING ' ; � ; ; � : ; �AIC !10K TYPE EXISTING � � � ° � ; AIC � `10K ___- - - - , , : _ ; ______,_____.__ -- ,- --__ , _____�AIC���_ �._.._,..__��10K -__ _ ._..�..________.____.__ ,'�-� � � U � R PHASE PHASE PHASE PHASE NF'E EXISIING --��- -- ---- _~~A� PHASE �--v'__ ______ -_ PHASE ��-+ � � 0 � flESCRPTION A B BKR P CIR CIR P BKR A B DESCRIP'T10N DESCRPTION A B BKR P CR CIR P SKR A B DESCRIPTION DESCRPTION A B BKR P C►R CIR P BKR A B DESCRIPTION � .b�AQ � � r BATH RECEPTACLE 1250 20 1 1 2 1 20 1250 REFRIGERATOR UNIDENTFIED 4250 50 2 1 2 1 20D 1800 203 LTS/REC DISPOSAL 800 20 1 1 2 2 50 4000 RANGE � a � �0�1 � � �NAVG RECEPTACLE 7250 20 1 3 4 1 20 4250 BEDROOAA RECEP�AC�E " 4250 3 4 1 20D 1800 FJNDEMIFED KfTCHEIV REC 360 20 1 3 4 4000 " b,Q � �' MICROWAVE 1250 20 1 5 6 1 20 1250 BATH RECEPTACLE 203A REC 1800 20D 1 5 6 1 20D 180Q 201 B ICE MACWCOMP �'� N � � DISMNASHER 1000 20 1 5 6 1 20 1200 ENTRY INSTA HOT 1250 20 1 7 8 1 20 1250 LIGFffS 203 COMP REC 1800 20D 1 7 8 1 20D 1800 201 LIGFffS LVR 1000 20 1 7 8 1 20 360 KtTCHEN REC �� c�, �' (� �-i 0 9 10 0 203A PHONE/ 1800 20D 1 9 10 1 15 1000 203B RECEPTACLES TOE SPACE HEATER 750 20 2 9 1Q 1 20 1200 HOT TUB Q3 �bp � � �� 0 11 12 0 WASHER/DRYER 1800 20D 1 11 12 1 20D 1800 203A LIGHTS �� 750 11 12 1 20 180 BATH � a p.� N O � 0 13 14 0 0 13 14 0 0 a 17 18 0 � 0 � 17 18 0 � O 0 15 16 O 0 �� � � � � � � U 0 19 20 0 0 19 20 0 O 0 19 20 0 �T�� V � �� � 0 21 22 0 0 21 22 0 fl 21 22 Q w .� v � ` 0 23 24 0 0 23 24 0 0 23 24 0 � � Q '�' � � 0 25 26 0 0 25 26 0 0 2 5 2 6 0 � w g � � � 0 O 29 30 0 O Q O 29 3� 0 O 0 a 29 30 0 O V V A � � 0 31 32 0 0 31 32 0 0 31 32 0 � '� w o0 � 0 33 34 0 0 33 34 0 p 33 34 0 � � a � Rr 0 35 36 0 0 35 36 0 � � � � 0 37 38 0 0 37 38 0 p O 37 38 0 O (� � � (� 0 39 40 0 0 39 40 0 0 41 42 0 0 41 42 0 � � 49 42 p o � � � LOAD CALCULATION SUMMARY ! ' ; ; r � � � LOAD CALCULATION SUMMARY � � ' � , � ' � � � , � -------- , , , � � _ � �_�_.�_..------,---. ----_-- ,-------._�__ _ _�.� ----_. __�__.____..___ � �_______�__�_.___.___ ,�___._ .____ _.___._____._._.__ ____._�_._________.______�.____.__�_________�___ _____.____� , , � _� __.__ _____. , � � � , � , , , 4 , , , , ; , , --------________v_�_____________.____...___ _---_ -..-_ --___ __- .-- --, - -- - �- --- - 4 --___---- -,- ---- -- _ --_._.____}____ _�___�v__�____�_____ ___.._..;..`_.___,__!_;��_;_�_.�._.�____�___.______�._________-,-----_ __�__________-_ _____ _._---___ ._ _._�_�._____ _.,__.�__a__�___._ ____ __ ,____f____. __�_�_.___'.�_____._._ --------------�_____ � ---________�_ � ___.___-------- CALCULATED POWER FACTOR 1 00 ; � E � � ' ' ; CALCULATED POWER FACTOR '0 94 ` < ��� w - -----� ------;---- , ----�-- - ~--- -----------° --------------� --- - --------------------- -_____ , , ,09 4 f L � ___�.T_________�_._____.____ �_________._;�____�. __ _____�__. - -- - _--•---�___ _________ _�__�___�_.______e___ �._.r�_ .��:.._._------ ____..______.y._.____.__.���..________....______.._�__�__ -____ _.: _ _._�_��___ _ CALCULATED POWER FAC 8 = . ,__ _.___�_._.. ._____. , , ' i f f ; , ---_ , ` -- _�____ __�;� _____e_____._ _ __.__._�__________.______^�___ � - - - -__ . _ _________ __--- -------_.________.___ �_-- -- -----____________________ -----------._.__.__------------- ---------------- -_____ _ .a._ ___�__,_._�____;____---- --_._---____.v_____._______._ _ ____w _ ___ _ _ _._Y_____.._____._______ ' �n�,_____�____-----___--.---__-.��.______�._______��__.---`___.____._�.__�___'�__.-�_:._.�._________-----___ ___._ r.. ._� _------- ------__ ._ __ ' ' �� CONNECTEDLOAD � CONNECTEDAMPS ` _�_�_DEMANDLOAD DEMANDAMPS CONNECTEDLOAD __,__CONNECTEDAMPS ^__�_,_��__ DEMANDLOAD DEMANDAMPS ____._ _____.______�__�_________�__.___��-�__�__y_�____.____._ __ ___ _�__�_�_.__.___ ___,____.__ _�_._ �_�___._ _.��_ti_�._.__ _.___ __��_._.__ ___� __ _._�_ ___________._.____ _ _ ___ _____________________ _ v��������� `_���_y���CONNECTED LOAD � CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES -------- ----;----- U`----" --- � -----�'-----s----' ' ; 0� ` 0'; APPLIANCES ; 3600 17a � � 2700 t 131 __.� �. -- -- ; _,___�.-- -- , � _�___�_._.._._�.___._ --'-- , -----',---- ---- --- - ---- --- ---------- - - - ----- ----------- - --------------- -- ---------r-----'--�-- - - - -- - ------ ------ -- --- -------- APPLIANCES 0 ' � 0; I , 0� ~ LlGhfflNG 8�RECEPT 10000� ' t 48; ' ` � ' S450� �- -----r � � � , � , - - --- -- - - ----- -- - - - -- -- - -- ---- - -- ---- - - -, - - - - -- -- ,---- � ' 26, LIGHTING&RECEPT 13600, , + 65' ', 6710 32� ;� r` � � ---`�--- ----------- - -- - ----- --- -- - - --- -- -------------t------�--- - - -- -----�- ---- - ---_ -- --_ - } -- -- - � - -�- - -- ----- - __---- ------ - --- - --- --- -- - - - ------ ---- - --�--- - - - - � - - - -- ------ ------ - - -- ------- 9 ; 4085, 20� , ' . LIGHTING�RECEPT 6100' 2 MECHANICAL_ 0� i ` D, ; ' ', � D� ' 0�__._____ MECHANICAL ` 8500' ---:___�__'____��_'___.�__�__!_,.�.__�__..� __, 10625,._.___....`___.__.b1��-----------_^ -�_____ MECHANICAL- --- ------ -- 1500' - - --i- -- ---�- 71- i - - �-- - -- ,- i --1875;----- ---- -9,------- -------- -- v_-_ __ _,�_.__._, ___�__._.____-----�-----;---___._0;__._____ `_ _____o; ___....------ KRCHEN OVEN&DRYER � � _�> > ' Q, ` ; 0' �' - - --- ---.-- - - -------�_______-;- ---�--- -- - _-- ________-----.____ _.__�________� --.-- ---____� _ _ _.__ _. __: - _ , _._i___--.-.----___._�___^�,_______..__�_�-..�_.__ KffCHEN OVEN&DRYER 0 ��_ , 0, , a � _.___�_^____-____� KffCHEN OVEN&DRYER � 8000! ; 38� , � , ; 8000f i 38 _._"_'�'._.°_""_"���_ _._.,.�...—__..._._r.____E'___""�__�_ '��.�"'.�—...�._T __'___,�'"_�_.__.�� �____ _� .� s .._.__ TOTAL 10�00, i ' 48` � I " 5450� � 26i TOTAL ------ 2570Q � --^ 124��---' ---1--t � 20035 � , �+ -- -------------- -------�---- --;_75Y_ - ----.-----�---�-�_ _..�__r _ _��_�_----------- ------- --- ----- - ---- ---- - -� ----- -- -- - -- - -- - - - - �----- --- - �--- - - -- - - - �- - - --- - -� -- - -- ------- ----- -- -- ------ --------- ----- -- --` -- - - -- --- ---- , ; ' � ; ' TOTAL 15600' 13960� 67 __ � � � � i ; ' � f � , f { y � f � , - -- ---- ------- - - --- - ��- � - -- ---- -- -� - - - i PROJECT GORE CREEK PLAZA ' t ` , PROJECT# 26694 � � � ----------- -�__.;�_�____._.__ -; .�E _��� _�. � ___.��--------�:_-_�_.___._ PROJECT GORE CREEK PLAZd1_____ _�_________°_.______ � � PROJECT# __,26694__ PROJECT GORE CREEK PtAZA � , � ___.__ ---___.�__�---___ �_�_ PROJECT# _� ;26694�_____�..__e._.__._ � - - -____._ ____._--- _ _� __., _,___ __ _____.__.___ _ --- __ __ ___.__ ---'--______'--- C�IENT HIGHLAND_BUILDERS, ' _._�_ __ _.__ __ � � _ ' � � �___ _ _____ ____ENGINEER �SOH __ _�______�___�_ CUENT HK�HLAND BUILDERS', � s ENGNEER 'SOH CLIENT HIGHLAND BUILDERS�� ~ �� ' ' ENGINEER 'SOH _;- - -_ _._ ---------, -}----- �________ .___------ -- , -_ , ,, � Y---- , i -- ---- --------- , - --- -- - - -- --- --�----- ---- - --� ---- - - - -- - , - - -- ---- - -- - - - -- - - --------— -- ------� --" �- --- --' - - - -----`- —�-------- -- ----'- - -'------------- � � i + � � � , ; < - � --------------- -------- ------!--------�- -- --�-- -- - -'---- '- -'—-- '---- - --'-- ---- - ---- -----— � � � �_ ' j - -- -- ---- --- DESCRIPTION PANEL LOWER LEVEL RETAIL__� ___ _ { ____r__ _ ____ __j __ __� ___ `_____ ____ _ 'VOLTAGE_ __ �120208V,_1P,3w____ __ __ DESCRPTION PANEL"APT2"ATTHIRD LEVELAP�RTMENTS , ` -'� ,VOLTAGE ,120208V 1P 3w DESCRIPTiOIV PANEL"APT3" ! � i t ' VOLTAGE �?20208V 1P 3w � MOUfV11NG RECESSED -� - ` - -; ' ' ' � MAINS s 100A MLO -- _____________.______ _._____.,_ _,_____-- -- _ _ ____ ______._r���___..__�_______..__.___._ __Y____ ________....�._._w__�_____._____�___�_ __�_ __� __ _�__ _,__..__- - -- -- -- ---- -- -- --------- - --- -- -- - - -- ' �------- --- - - ---� -- --.-- -- - , ' ` , MOUNTING RECESSED � ; , � ; ; ; MAINS � ;100A MLO 4 MOUMING RECESSED � + � � + ' �MAINS � 100A MCB � -- -- -- - ------------� ---- --�----�--- ----i---�---------------- - -�--------- ---------- - � 'iYPE EXISTING f ____--�__.-_ _._..__-------_ _. _.__-----_,-------,_�._._._,____- �._A �..__.___,�__-_____._. --.--------------- ---- -------,--- --- --- -- -- -- � ---- � - - -- AIC --- ------- - ----- ----- - -- � ; � , � AIC. �10K TYpE_EXISTING � _ ' � i ` , �A�C � ',10K� TYPE EXISTING --- -- � ' � ; ` ,10K -- - --- � PHASE PHASE PHASE PHASE PHASE , PHASE DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRPTION A B BKR P CR CIR P BKR A B DESCRIPTION DESCRIPl10N A 6 BKR P CIR CIR P BKR A B DESCRIP110N � V hhn 0 20 1 1 2 1 20 720 Rec APARTMENTS 120U 20 9 '1 2 2 5E} 4004 RANC� ICE MAKER 1200 20 9 9 2 0 Li hbn 0 20 1 3 4 1 20 720 Rec APARTMENTS 120Q 20 1 3 4 4000 " UC REFRIGERATOR 800 20 1 3 4 1 20 1000 BATH LIGHT L.igh6ng 0 2Q 1 5 6 1 20 720 Rec APARTMENTS 1200 20 1 5 6 1 15D 1800 APARTMEM"S ENTRYRECEPTACLE 540 20 1 5 6 1 20 180 BATH RECEPTACLE � Lighhng 0 20 1 7 8 1 20 720 Rec APARTMENTS 'l250 20 2 7 8 1 15D 1800 APARTMENTS POWDER ROOM 180 20 1 7 8 1 20 800 HALL LIGI-ffS Li hhn 0 20 1 9 10 0 SPACE �� 1250 9 10 Q SPACE HALLLIGHTS 500 20 1 9 10 1 20 36U EMRYRECEPTACLES � � Lighdng 0 20 1 11 12 0 SPACE APARTMEM"S 1200 20 1 11 12 0 SPACE FAN COIL 1200 20 1 11 12 1 20 540 TELEVISION r T 1 � � la hhng Q 20 1 13 14 0 SPACE Q 13 14 0 SNOWMELT 1200 20 1 13 14 1 20 0 SPARE r■�� � 0 15 16 0 0 15 16 0 SPACE 0 15 16 1 20 1000 BEDROOM LIGHT � 0 17 18 0 0 17 18 0 SPACE 0 17 18 1 20 720 BEDROOM RECEPTACLE 0 19 20 0 0 19 20 0 SPACE D 21 22 D Q 19 20 0 0 23 24 0 0 21 22 0 0 21 22 0 SPACE O ' 0 25 26 0 0 23 24 0 0 23 24 0 0 � � � 2$ � 0 25 26 0 0 25 26 0 � 0 29 30 0 0 27 28 0 � 27 2$ 0 I -, 0 31 32 0 0 29 30 0 0 29 30 0 � O � ��� 0 33 34 Q 0 31 32 0 0 31 32 0 � ' ` w 0 35 36 0 0 33 34 0 � 33 34 � ^ i ` 0 37 38 0 a 35 36 0 0 O 37 38 0 O � � �� f} 39 40 0 0 39 40 0 Q 39 �� Q � i 0 41 42 0 0 41 42 0 � � 0 41 42 0 , LOAD CALCULAl10N SUMMARY ' � � ; � ' ' , � , -_--._______ _._____.__________.�r______.__;_____ ' ` � ' __._�____ ___________________�_. �_._m_____r_a.___ __�.�_______.__�____.__v____�____�._ E_.____......��._____F______________ __,.___�___�___ _--- LOADCALCULAl1UNSUMMARY _ _______ _ , , ---_____._.__�__..__ ______ , , , --_ _ __ _ , _ ___ _ .__.- -_-- • ____ ____--------------___�. ____� --------------.-----.__- --- - r_ ; � , , s , ; " T " LOAD CALCULATION SUMMARY ' , , � , �; -- - � � � _ ____�__ �_._._, - I � � � � i ___________. __..._._____�_._.____ ___ _____�_--------- - - ----__ ._ __ __�_______ _.____��_„_ _.___�--_---- _._`------- - --------__���---,---` ----.--�_;-________.___._.__.._ _..._�__ - .--,-._ ______ _ �__ �_ _ _,.� ____._ � i � _ _.__ __„_� _.-_._____, ,' ��_. _�_ �__�_._.__�_ , ! ; � �..�.__��..._.._�� _---^-------�--__�.,�____._____------ --- - CALCULATED POWER FACTOR 1 00 � ` ' . _ � , --�-�T�~ ^ � ' ` � � -._-__----------`--_._--;____ _�._____:_�-j-- - ----------._ .�_.�__ -__�_._.�_- ---- O �09 ; � ' � � -- -- CALCULATED_POVVER FACT_,R_--- ---6-----------,-----_,___________.._,-_____ __�_�__�_____.________--- ---- ------------ ----____ _____�� _____�.__ _- ------___ ,__V___�______ .._�.---- _....M.�.._....�___._� > _____�____��_____ ----______ _ �____� _ � ; _ ; ' � , CALCULATED POWER FACTOR _;100 � � � � � � ' ��-��--� � _______�__________.__.�_ ���_ ;-____.____.._.�________�__�_-------4-.-_��.�--_____.__1_ , �..------_-____� _�N� ------------ _ ___ ' � � ' � - --?---�----._._._� �__ '-____ _--'-----____-_:-_--------______.T.------- _"' i_ � "+ ._......�__ .�' _��_-------- ----_.�__'---------____._�_.�--------------_-------�-- - CONNECIED LOAD_ R_ CONNECTED AMPS DEMAND LOAD __DEMAND AMPS ___ ° _ � � ? ! � � , __.�__ �_ ___,____... _____ ___.�___.________ ____ ___._______u_____ __c___.�_ ____,__ _ __� __ _ __.__._ �_�____�_____._.__� _..__�____��-_�__ _.___,._.___._ ___.__._._ _ __� ._._____ ____�_ CONNECTED LOAD � CONNECTEDAMPS � � DEMAND LOAD DEMANDAMPS � � ' ! � r � CONNECTED LOAD CONNECTED AMPS ! � DEMAND LOAD DEMAND AMPS - ----- - ------------ - '-- � - - ; - -- - - - � ----------------�--�- --- APPLIANCES ----- -� 8750� � � 42i � , 6563,----I---32-'---- - -------- - ______ � - -�__ �_ _�---_�_------ APPLIANCES I 2800' ' ; 13� 2100 i 10;-------- --------- ----------- - - -t---=---- - --- -----—�----- - , ,-_------ - - ---- - LIGHTING&RECEPT ; 2880` ! ' 14� � ' ; ' ' 2880' I 14� APPLIANCES � 0 i � 0 ! � �, � p � p� --- - - - --- -- --------- - -20;----- -'- - -- i-- � - ---- - � -- --- --- - - - - ---r --- - ' -- - - - - ----,-- --- �- -A--- - �--- - ----------�-------- ------ -- ------------- ---- - ----�-------------- -----------------;- --- --- - --------- i 24 i 3707 , 18; , , ---- -i----- �---------- -- ----- - - � , , MECHANICAL ' 0� , - - -' ---0 � =- ' -- ---- 0 0� ---- ---- - -- ---- LIGH'TING&RECEPT---- ---- -18900t _ � � 91, ; 8565 � �41, - --- - - -- - -- -- -- --------- �- - 12-- - - -- - - -- - --- - ---- -- -- -�3, - - -- -- ------ ----- --- - ---- - - - - - - - - -- - - - - - - --- - -- _- -- - - --- - - -- - 2700' KITCHENOVEN&DRYER � p f � 0 � - ' - ; _- Ol ' 0� MECHANICAL , 0' t � 0� I E 3 0 0� -- - ---- - --- -------- -��; - - ---�--- -- �-- - �- - - - - ----, ----- - - --- - ---- - --,----- -- --------- � ____;__.�__.�._______;____,_------- _ __ _� _ _ -- -____ _�_____ _. ___----- - _ __ __ _ _____�_ _ ,____� ___�____ _ ___. , MECHANICAL 24 ------ -- ---- --- _._^_ �__�.��______.__--�------- , ---------____.___--- V 0, ; 0 0 ---� -----, --�__ _�._ ___ TOTAL � 1163Q, � � 56� , --- - -____ � _� - ��-.���t� __ , e � O �_____._____ ___----- ----�--------------�_._�._ __ KITCHEN O EN&DRYER 0 _ _ -_- -_-__.___._.._____�______ - - - -- ---- -- ------�-- - - - ---- -�--- -- -�- - - ;----- - -� _ � 45� -- - - - - ---- ---- KffCHEN OVEN 8�DRYER___ 0 ____ _ � �_ 0� 0� ----- -- ___.____ TOTAL , 10220' 1 � 49� � I 8507' `41�.�.� -- __�__�_� � ---___ ___ i ; "s r ! ; , , � ' TOTAL ' ?89(3� t � � 99__ ________�__�.__;--_________ 8563 W-- __ _ _`_LL-_ 49; -- - - --- -- - - -- - -- --� -- -- - � - - , - - - ; ; - ---- --- ----- ------------- -- - -- ---- --------- - -- - ---,- - - ---- - - - - �-------- - - - - -- - --- � � _ 1 i � PROJECT GORE CREEK PLAZA i , � � : � ' ' PROJECT# 26694 PROJECT SWEET BASIL RESTAURANT I � � ' � ;PROJECT# 425588 `_ __ -----------___ __.___-- -.________ ________.____.____�___.______ ,____._ _�__-, - -- ,__ __ �-__ ___ __ _=____ . ____ ________ ___ ____e ___ _.____.____v___ , � ,--�-----;------------_---------____�_�__e_____ - --______ - --___ _ _�__�_______________.,____________ __t � _-- ,-- --- , eUENT NI�HtAN[T BUItDERS' ; � , _ __ 4_____, _______ ,ENGINEER` SOht CLIENT�SWEET BASIL RESTAURf�NT + ' � NGINEER- ;SOH - -- ----- - -- -- - - - ------T----- -t--- - - -- -- ---- - ----- -- - --- -- - ---- -- - - - - - - - - --� - --- ---- --- - t- - i- - --- - --�-- -- - - - -- - -- ---- - - --- -- - --- -- ------- r------- -- I- -- � � , ; i i , ' f � � 1 � i � � ! � � -- -- — --- -----=-- ------------*----�---�—�— --� -------------- - - - �-- -;----�------- °- -- -- ' ----- -- -�--- ----'-- � , --------- ----�- ------ — --------- ---- --- --- —j----�-— -- DESCRIPTION PANEL"PENTHOUSE" _ _! E , ; � i ; VOLTAGE �120208V,1 P,3w DESCRIPTION__PANEL M-SWEET BASIL MAIN_ � ____ _ � _i___I__ _ � _ __ _ ' �VOLTAGE____ ___ i 120208V,3P,4W ________ - - - -- - -- - -- - - ------ - - -- - - -- -- -- - - -------� ---- - - --- ----- MOUNTiNG RECE&SED ;- - � ' ` _-- , ' _ '-- __s-- - -- _ ItAQINS__w __ 900AML0 - -- _-- - MOUMING SURFAEE--�- ---_ ---- -- I - --` " ; , � !MAINS i '400AML0 - --- _-- - --- --- - - ------- - - - - i , ; , -� - -- �AIC � -- ,10K SERIES RATED TYPE EXISTING i ' ' � � � � AIC � 10K TYPE SQUARE D NQOD OR EQUAL , ; PHASE PHASE PHASE PHASE N� DATE: DESCRIPTTON: DESCR1PT10N A B BKR P CIR CIR P BKR A B DESCRIP110N DESCRIPT10N A B C BKR P CIR CIR P BKR A B C DESCRIPTION STEAM SHOWER 3750 50 2 1 2 2 30 2500 DRYER POS STATIONS 360 20 1 1 2 3 80 7500 DIMMING PANEL 3750 3 4 2500 POS STATIONS 360 20 1 3 4 7500 LOWER OVEN 2500 30 2 5 6 2 30 2500 UPPER OVEN POS STATIONS 360 20 1 5 6 7500 2500 7 8 2500 DINING REC(2) 360 20 1 7 8 1 20 800 EXTERIOR LIGHTS DINING LTG&REC 900 20 1 9 10 1 20 900 DISHWASHER DINING REC(2) 360 20 1 9 10 1 20 800 EXTERIOR LIGHTS DINING LTG&REC 9Q0 20 1 11 12 1 20 540 KffCHEN RECEPTACLE EXTERIOR REC(2 360 20 1 11 12 1 20 180 AUDIO POWER GUEST BEDRM REC 1080 20 1 13 14 1 20 540 KITCHEN RECEPTACLE REFRIGERATED COOLER 800 20 1 13 14 1 20 800 ROOM CONDIiIONER � GUEST BEDROOM LTS 800 20 1 15 16 1 20 1200 DISPOSAL N AT BAR 180 20 1 15 16 1 20 600 IN-FLOOR HEAT MASTER BATH LTS 800 2D 1 17 18 1 20 540 GUEST BATH EUR CAVE 800 20 1 17 18 1 20 100 RADIANT FLOOR PUMP LAUNDRYREC 540 20 1 19 20 1 20 1200 MICROWAVE REFRIGERATED COO�ER 800 20 1 19 20 1 20 180 ROOF REC(1) KITCHEN 540 20 1 21 22 1 20 1200 SUB ZERO BAR PLUGMOLD 720 20 1 21 22 2 30 1000 EXPRESSO MACHINE Date. AEC Pro�ect# LIBRARY t080 2(T t 23 24 t 20 fl SPARE GLASS WASHER 2000 30 1 23 24 1000 " HEATTAPE 1200 20 1 25 26 1 20 360 MASTER BATH RECEPTACLE GRINDER 360 20 1 25 26 2 30 1000 COFFEE MAKER 5/10/06 26694 IRONING BOARD 360 20 1 27 28 1 20 540 BAR SPARE 0 20 1 27 28 1000 " ��By ����sy WASHER 1200 ZU 1 29 30 1 20 900 LNING ROOM GLASS WASHER 2000 30 1 29 30 0 SPARE HEAT TAPE 1200 2d 1 31 32 1 20 5000 MASTER BEDROOM RECEPTp UC REFNVARMING DWR 800 20 1 31 32 3 100 8500 DUCT HEATER SOH �C HEATTAPE 1200 20 1 33 34 1 20 0 MASTER BEDROOM LIGHT -� gp0 20 1 33 34 8500 ENTRY LIGMTS EIRC PUMP 8U0 20 1 35 36 4 2U 420U Hl1MlDlFlER SPARE 0 20 1 35 36 8500 " AC ROOF#1 1500 20 2 37 38 2 20 1500 AC ROOF#1 SERVING AREA 180 20 1 37 38 3 40 2854 ENERGY RECOVERY UN�T PANEL " 1500 39 40 1500 " CARBONATOR 180 20 1 39 40 2854 ' SPACE U 49 42 0 SPACE SERVING PLUGMOLD 720 20 1 41 42 �8� �� S CHEDULES • LOAD CA�CULAl10N SUMMARY � ` � ' � , -�_.__�______. _ ____ _____.___�_ _____ _:�___�__� _ _..__�_____- --�__���_____ LOAD CALCULATION SUMMARY PROVIDE FEED THROUGH LUGS FOR PANEL M1,LOADS FROM THAT PANEL ARE� _.__ �._ r; ` _ ' ' ' ' ` ' ' ` --.�______._ �__^__��__�______.____-- -- ------- ____ _ _. ---__ __.._-_---- --- - , -----________________ _____._------ _-------_____-__ _ __� �,�_�___�._��___ _ _W_ __,__ , , CALCULATED POWER FACTOR � '0 95 �;__��, , _ �____-�_;___.� _v_____.____^______.____._.__ �INCLUDED IN THESE LOAD CALCULAT10N5 � , _ ;_ _ _ __ � -- - ---- - • - - - -- -- --- - - - - - -- - -- - - - - --- -- ------ - _____-------�.___�____ ----._---__��__�__��__..__�.___�_ �__�,�_____�._._�. ------- � ; , ; , ; ; ------- -�----______-_--__ CALCULATED POWER FACTOR- - - - -- --' - ---- ' -- � --- - ' - - - -• - -- --- --- -- ------------------ �_�_�____._.;- , , �._�__� � ______.._..__ _______.______ - - ---- - - °- --,- - ;--- � ; t - ;- - -�- - __,_____._______ __.�w__ ______: _ ______�. �.�.__.____ �______._�.__.._^__ � � i � � � � 1 f ' CONNECTED�OAD-_-,_-CONNECTED AMPS -�---'----i DEMAND LOAD DEMAND AMPS 0 92 -_- _--_- ---- -- ---- _- - i -- --- _ _ -_------ _ - - -- -_- - - - ---- - - - ----_- ----- ------- _--_------_-- -------- ----- ' APPLIANCES__ _ ' 0 � � 0; � i ; 0' ; 0 CONNECTED LOAD___�`CONNECTED AMPS � _ ____ `____ MA _ M M �_�_� _�__ __ LIGHTING&RECEPT ---P-38620 -------,-----;- 186�-- -----;-----�---�---�15467 ---- - 74.------------- - - ---__-_�.�..��.,_ _. ' ----� 78` �-- -�- ---------DE� ND50OA DE A 7iRS �' - ---- � LIGHTING , 26600� � , 3 MECHANICAL �_16600�-- '-- -------�- 80; ; ,_ _ -- _� -17850 , 86---- --- - - - --- - -.____ ___�._. _ _���___-----`-- �'T-- '- --- '-_____ _______.--`---2700 _---_--- ----�7Y----_______, __________�___ _ _ ___ -- -----� -- -----� --- - - --- -- - RECEPTACLES 2700� -- - ---- ---- - - - -- -f--- -`- - -- - -- -- ---- MECHAN 2U47# � ` 47U'_ _, , ' S2U4�7 9y 470. N ICAL 5 KIT�HEN�VEI�f&ORYER � 0 �____.___ � ���_'-_!��;____,_______ II � II, _ __ __---------------- ; , r --.-���_�____- - KITCHEN 61220 170� ;--^---�---� - �-�'-39793� � 110� -���� 0 E TOTAL 55220 --�--- --_ _ 265'--� --' - - ! _ ; 33317_ 160 �_�______�--.-��.--- --;-- ' ' PD G�S --- - - -- - ---------- E-- - - ------ - - - -- -- _ � ___� ___..�_Y�� ____ � ______--- ;�� } TOTAL 142567 : 424` i � � ; , 127790' ' 384� Q��� ��T�`,p I 1 i � i _ _--�--- -- - - --- --- ---- ---� -----+----� -- ---- ---- - F I � � i ' i O ( O . • Q * � � �'�,�sS l l� ��'� 3 of 4 � �S �G\ o c�ttm�t 2orn u�art�cnx�n�ac�rm+c cor�nraa�s.n� ' � �,� �� ��:€S�I�dG g ; � OO �i ° �,� � �C'JE VtKL�RS I ,� �L/ 1\95 s r� t 3- f � z.� i�'� ` i ' .�t--'r--, rM� 4 �:a �� � v�{ i Y � w �I � � ��: ° i; A��RT�tE;�3 1 �_ `� �� ^ �' '�t�f 4`Q`� �;t — _. 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E; <� ' � `� Date AEC P%�ect# �. ,� �-- � �; � � � E,,, , , �a ,; , �. < < ,, , ,, � �� 5/10/06 26694 �; � �� q , � V _ � ; ; :; ; � 2 i 2 '-° �� i 0� � �f:� �� � `� � f � � O�F{CE 3 ��: 2i 3 � €_� f� � p�?E� � t�'� ; :, a ' v��sr cneckeasy �e r -= i,{�i� � ��� �� � � 6 i' - � ��� � �3 ;� ,� � � °� REFERENCE SINEET BASIL TENANT , : , �ao fi, :�";� �o ��� � � ; ; �� S� "� :.a� � �= SOH AEC � " � � n ' � IMPROVEMENT PLANS FOR EXITAND �� � � ���^€°`�� �z UP , ; � �� � r� �^? � �� EGRESS LIGHTING PLANS �� ���� S� �� � -.�' - _, - �� ;� �-� � � � � � � r:a _� �� _ = i� -� � � �F - EXIT & � � � c �-� �_ �3 = � � - -, • t � i , i � -; �`...�..�-.:� �3 �,�.,,,� �'`�-�°.---�-� �� �� a� � �p `_� � � � T} t f` ��i �S � C °� „ `� _ ' _ _ ''� �¢ t� ,� � f �--� � - _ ' � ';-�t, , � PANEL 3: � k� � �� :� _ � EGRESS , - - -� - -� � �`,..�'�„°'�`_. � � :� HOUSE `s t. p � � �3 � a AND PHONE IGHTS � �� � � �t LIGHTING � � . �. � J � �� � � �� �_� PLAN � H-35 � �� � � t��tLCF-!"�i ElC,��. Rv�4; 2 �= r s i ' 335 5� � 0��EG ELEVATOR PER H-37,39,41 ` c` ��, �iP � �S�. t �, �� H(i F � ONE-LINE DIAGRAM� � � N� �} � O � 3 1 [ { O � t � � � �{ O / '� # N � � � _.� � _ _ _ � � � f + NORTH NORTH L� E � `'tS� —'` nI � ; �� ° � �p S�� (� �� r LEVEL TWO .� _ _ _ _ � LEVEL ONE BASEMENT LEVEL r� � � —� . ��.r — �' ��� G���' • ; S � 1/8' =1'-0' 1 = '-0' /8 =1- ' �� ��_�°`_ / N � ,� � __<�.�y.., .....x.a.—�-•-.....-°-�= S�NA�E ,,.�.,�..,�� .��_�.=��---�--� 4 o f 4 O COPIRIGHi 2001 AR�tITECiURAI dif�EPoNG COIiSIKTANIS.INC. � I i t� � � ��1 O , � � �a N ; � 1 cC �M r i (I W �I ' � �I� � GENERAL NQTES ALL SHEETS � N,� ` � ELECTRICAL LEGEND � � � � � � � 1. THE ELECTt�ICAL CONTf�ACi'OR WILI RROVIDE A WALK THt�OUGH WITH � �,�,� ,Q � (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS �� , • ONFIRM ALL LOCATIONS FOR LIGHT SWITCHES,ADD THREE WAYS � f� � C 'd' AN ANN�NCIATOR ABBREV1Al10NS IF FOUND NECESSAF:Y. DH Q � O > ~ CHIME/STROBE • REVIEW RECEPTACLE LOCATIONS, MOVE AS REQUIRED PROVIDE U '�'- a � � AC -ABOVE COUNiER U N I T P R I C I N G I F A D D I T I O N A L R E C E PTACLES ARE REQUIRED. � � �i � �� � Q RECESSED OR SURFACE DOWNLIGHT AFF -ABOVE FlNISHED FLOOR Q' O � AFG -ABOVE FlNISHED GRADE � REVIEW RECEPTACLE LOGATIONS AT COUNTERS AND CONFIRM A-19,21 � N N X U Q-� WALL MOUNTED UGHT FlXTURE AL -ALUMINUN IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW R VIA C •C v) � t�f CU -COPPER � � �— � RECESSEOPIWR LIGHTFIXlURE D E S I G. -D E S I G N A T I O N MOVE AS RE QUIRED. � (3#'I O,#'I O G�'I/Z�C �L.. � y„_ � E M -E M E R G E N C Y I N G E N E R A L C O N F I R M P O W E R A N D L I G H T I N G R E Q U I R E M E N T S T H E B L U S 2 0 0/3 D I S C O N N E C T SUPPLY � � � O.� � SURFACE FLUOR.LIGHTFIXTURE EMP -ENERCaYMANAGEMENTPANE L E L E C T R I C I A N S H O U L D B E P R E P A R E D T O R E WO RK SOME DEVICE LOCATIONS. FIXTURE DESIGNATIONS EWC -ELECTRIC WA7ER COOI.ER BLUS METER A-23,25 U P P E R C A S E-F I X T I J R E T Y P E GND -GROI�ID SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING METER AND 200/3 DISCONNECT M E T E R S T A C K(1 0)M E T E R S F A N V I A � -�'n' N N � LOWER CASE-SIMTCH DESIGNAl10N GFl -GROUNp FAULT IMERRUP7ER PROVIDED AND WRITTCN AUTHORIZATION FOR ADDITIONAL COSTS SET NEW CT AT FLOOR 3#12,#12G)12"C � oZS � � V N F -N O T F U S E D 6 0 0/3 B U I L D I N G M A I N D I S C O N N E C T E X H A U S T � •— N c� p p � SHADING ON FlXTURE INDICA7ES EMERG BATTERY BACKUP A P P R O V E D P R I O R T O P R O C E E DING W I T H N E W S E R V I C E D I S C O N N E C T .... NIC -NOT IN CONTRACT ABOVE HOUSE METER FAN � �� � �p � (� NL -NIGFIT LIGHT f--� FLUORESCENTSTRIP FlXTURE HTS -HOrTOSC�u.e THE CONTRACTOR SHALL CONNECT ALt ELECTRICAL DEVICE SHOWN C1N A� W U' U �'O �-S� TRACKLIGHTASNOTEDORSCHEDULED � .V�ATMERP� PLAN SEEPANELBOARDSCHEDULEFORCIRCUITINGINFORMATION ELECTRICAL R40M LAYOUT v � WALI WASHER XFMR -TRANSFORMER " � � W'Q � � o L- _ � _ +18" -MOUNTINGHEIGHTTOCENTERLINE Z � POLE-MOUNTEO FlXTURE OF DEVICE AFF OR AFG � � Q � � � PQST(BOLLARD)FlXTURE � S7EP LIGHT NOTE LOCATED AT BASEMENT/GARAGE AREA { , �--+ FIRE ALARM SYSTEM C CEILINC3 OR WALL MOUNTED EXIT LIGHT UA, �C �FACP FIRE ALARM COMROL PANEL �� Q COIL(CONTACTOR) {,�.� _ -J � d �N FIRE ALARM ANMJNCIATOR PANEL C) ' -- - - - - -- - - - EMERGENCY BATTERY LIGHTS � � � ANEL A � N � � � DUPtEX RECEPTAClE�18"UNLESS N07ED Q FIRE AL{1}2M PULL STA710N ❑4 ALAPoN HORN OR SPEAKER PANEL PANEL � L � � � I'� � DOUBLE DUPLEX RECEPTACLE�18"UNLESS NOIED Emata's Panel K� � � � QQ FLUSH FLOOR DUPIEX RECEPTACLE � CdNBINA'�ON HORWSiROBE OR SPEAKERISTROBE The Contractor shall remove the ewsqng panel board G►tenor and use ^ n A-13 � O � SPECIAL OUTLET AS NOTED �H THERMAL HEA7 DE7ECTOR ' p � �, m as a ta box Extend atl circu�s bo remain tn service to the new nel. �� �� � DUPLEX RECEPTACLE HALF-SWITCHED�18"UNLESS NOTED �� SMOf�JIONIZA710N DETECTOR Match�ng the ex�s6ng Breaker compliment and vinre.Aiso Prov�de new ; ; 20A 1 P dreuits to device shown on plan.Prov�da a new blank cover _ _ , ^ _ ,_ _ _ _ _ _.�LQT�uCa�T$�Q�_ _ _ , � •P PHOTOELECTRIC SMOI�DE7ECTOR � � A_�� SWITCHED AT PANEL q� Q TELE-POWER POLE piate as requred � a f�j MULTI-0UTLETPLUGSTRIP •H/P HEATlPHOTOELECTRICSMOI�DETECTOR SWEET 800QA►C EXCEPTASNOTED J� JO JQ-I JUNC110N BOX IN FLOOR,CEILING OR IN WALL �� DUCT DETECTOR � �S�� Q SPRINiaER SYSTEM FLOW SiMTCH ' I�I m ♦ COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL �}, SPWNIQ.ER SYSTEM TAMPER SiMTCH 3RD PANEI PANEI. PANEL ( U CU,1#6 CUG}2•C A 2 I �--� TELEVISION OUILET ♦ � R 4�250 MCM AL,�t4 Al G)2'G � � 7ELEPHONE BACKBOARD �- STROBE ' HOT Tt1B OUSE M Mi � � — — — —— — ! — — — — —� — i CONDUIT RUN CONCEALED IN WALL OR ABOVE CEIUNG SMO{�lF7RE DAMPER CONNECTION , � ��� BLU'S METER�ANK � REMOTE INDfCATOR LtGHT RESTAURANT � —� CIRCUITHOMERUN � ����� 2 � � --- CONDUIT RUN BELOW FLOOR OR GRADE O SMOKE/FIRE DAMPER f�}fi4C1 � ] CONDUIT STUB-UP-CAP 8 MARK DIS'TRIBUTiON EQUIPMENT SYMBOLS LIGHTSIM7�CH AT48"UNLESS NOTED I � �- DISCONNECTSVIATCH 60r'3 tOQl3 2tI013 tpp,7 � SUBSCRIPTS: t � 2�2-POLE SVNTCH --�l�-- FUSES ; C — — — — — — —— — —— — — — — — 3'3-WAY SWITCH ,,, +i++�WAY$�7GH _` � CIRCUIT BF2EAKER � K+KB'Y-�iPE '1�C BWITCh1 -�— CURR�NT'7RAN8FWiML'R ' ' TO■TiiHRMAI OVERLOAD SVNTCH R EFE REN C E BAS E B U I LD I N G � P=SIMTCH 1MTH PILOT LIGHT � TRANSFORMER , E L ECT R I CAL S H E ET E 1 .0 C� � DIMMER SWITCH W/WATTAGE � METER NQIY A-G I.� '^ � PUSHBUTfON CONTROL STATION � MAGNE7IC MOTOR STARTER CROSS V NtETER — - - --- - -- -- -- - - - - - - - - - - -- � � � DISCONNECT S1MTC:H #90756 � PHOTOELECTR1C CELL — � — TS TIME SWITCH � 7� PIWELBOARD OR LOAD�T�,Fl.USH OR SURFACE MOUNTED � � TIMECLOCK � SNATCHBQARD.MOTORCOMROL(�WTERaFt01STRIBUTiONBUARD � � MOTION SENSOR 0 TRANSFORMER � A-8 � � ---II�' GROUND . 2((4ik3tOCU)2"Gl MAlN GUTT � � OR 2[(4�250 MCM AL}2'Cj OfSCONNECT '�J I� INTERCdN 8 CIRCUIT BREAI�R UTtLITY 6� A,120l248V.3P.41�VE � N — — — — — — — — — — —— — — — � — — —— � L � TRANSFORMER BQNDFN MPER ♦^ QT 7NERMOSTAT AT 60"UNLESS NOTED � M�TOR OU'RET � e DIVISION 15 EQUIPMENT ATS AUTOMAIIC TRANSFERSWITCH � (j � O V♦ � Q FOOD SERVICE EQUIPMEM " {#6 CU G}i G � � � 4Q013 �� 2[(4#3/OCU,#3 CU Gj2'Gj ��y CIRCUET BREAiCER flR 2�(eL#254 MGM Al.#t AL G)2"Cj (83t0 Ctl G}Ei C A-1� «/ � �y � = � T — — — L�i� afa-x�o� - = ' _ - - -- - - - _ - _ -- - - --- - - - _ Q � c� °o DRIVEN � ' GROUNA ROD � � O WATER PtPE WHENTHESE gu{LDINGSTEEL A�� A-1Z � W � � ARE AV/ULABLE . - - - a-�a _- - - — - - -- -- — Q CONCRETE- � � > ELECTR1C�t� !��ECIF1CaT141VS �NCASEDEtECTRODE � � � � �-1- _ O . 4 � o Q � A■ General Requ�rements PROJECT:GORECREEKPLAZA ���___� _�_ f r_ � J �����pROJECT#: � �26694 i A-�7 � � > Q CLIENT: HIGHLAND BUILDERSI ,_ ���_ �ENGINEER �SO��H �� — —. — — — �� � — — T — � � w � _.._____....r _..____,_._......_.............f_�_.,_..__�.�.,................_. - -•r----� � SCOPE: Furn�sh all materials and labor requi�ed to execute this work �3. CONRUIT AND WIRE. — - f ' �------�-----.-_ - -__ � ; i-- f �.- ' ' `_ � as indicated on drawin and as s ecified as necessa to com lete the ������� �y���� � ' k 120/208V 1 P 3w � 9 P , ry P DESCRIPTION: PANEL A EMATAS � , � ; ��-�-l����� �VOLTAGE•^ � W � .- contract Electrical work shall include, but not lim�ted to,these major A CONDUCTOR SIZES AND TYPES: Use only copper vinre,600 volt ----------�-------�----------�- �--T _�_._._.____......�. w.�,�..., _ _._..��.____,_..__,_.__.._�____,�...:�..,_....�_._._,.__,._.____.,�: �, _._�_ items insulation stranded in s�zes#8 and lar er,solid in sizes#10 and MOUNTING:Suface � _� � __ ' ^ � ' • � �_ [MAINS: ; _ 125A MLO _ � � ---� �.�.�___:__...� o _ _�___.______.�_ __ smalier. Control wiring shall be#14,st�randed In sizes#1 and TYPE:S lkZre QO e or e ual� ��� ' � f� T������ � i AIC i ,10K A Complete wiring system for new lighting and power as shown, smaller, use types TW,THHN or THW. In sizes larger than#1,use pHqgE pHASE _ _ _ _ � � J � includm new anelboards new condwts new�nnres newv�nnn THW or XHHW Use e THHN for wires entenn or ssi � � � — — � � > g p ' ' ' 9 �p g � � DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION devices, new control devices, etc.for a compiete ligh6ng and through fluorescent lightmg fixtures � and power system B MC cable permitted per local oodes 1MNDOW REC 2 1466 20 1 1 2 1 20 1275 TRACK LIGHTING � O a Complete feeder(s)instaliation as required for new and/or 14. ELECTRICAL DEVICES WINDOW REC 2 1466 20 1 3 4 1 20 1275 TRACK�iGHT1NG � , O electrical apparatus as shown on single line d�agram and WIND�W REC 2 1866 20 1 5 6 1 20 1275 TRACK LIGHTING E _ _ _ A-16 � i r '1 �"" draw�ngs A. Convernence receptacles will be 20 amp,commeraal grade ) � �/ decora style. Finish per owner or arch�teck RECEPTACLES 6 1080 20 1 7 8 1 20 1275 TRACK LIGHTING T -- - - - - ' - - � - - - � — v LL b Complete branch circuit wirmg required for the connec4on of � emergency light�ng and exit stgns to existing emergency stand B. Light switches wdl be 20 amp, commerc�al grade, WEST WALL RECEPTACLES 1080 20 1 9 10 1 20 1275 TRACK LIGHTING O ' M by power system decora style Fmish per owner or arch�tect EAST WALL RECEPTACLES 1080 20 1 11 12 1 20 1350 TRACK LIGHTING � � C. Dimmmg switches will be a minimum of 600w or as noted RECEPTACLES (5) 900 20 1 13 14 1 20 1275 TftACK L1GHTING q'18 � r ' I 2 Complete provision, �nstallation and connection of lighting fixtures, Provide deco�a style,firnsh per owner or arch�tect SALES ISLAND REC 1 180 20 1 1 5 1 6 1 2 0 1 2 7 5 T R A C K L I G H T I N G � exit signs and lamps as specified and as shown on drawings r� � _ _ _ _ _ _ ^ � _ � _ _ _ _ _ ^ _ _ _ _ _ _ , D. Ail mounting heights wdl conform to ADA gwdelines Typical receptacle SALES ISLAND REC 1 180 20 1 17 18 1 20 1275 TRACK LIGHTING 3 Fire alarm system will be by others Coordmate connections to the heights wdl be+18"AFF and switch heights vinli be+46"AFF DH-1 2125 30 2 19 20 1 20 1275 TRACK LIGHTING hood&duct detection unless noted othervvise �� 2125 21 22 1 20 1275 TRACK LIGHTING � ❑ AEC PROJECT#: 26686 4 Complete connection of HVAC/Plumbing motor(s),water heater(s), E. Provide GFI type receptacles at kitchens,bathrooms, ERV 1 900 20 2 23 24 1 20 1275 TRACK LIGHTING E � A 2o DATE: ISSUE: � eqwpment, etc furnish by mechanicai-refer to both electncal and garages, exterior etc.as required by code (2)3/4 HP MOTORS 900 25 26 1 20 1275 TRACK LIGHTING and mechantcal drawing for scope and work and add�tinal�nfor- 15 SUPPORT � --- - - - - - - - - - - - - - - - - - -- - - - -- — 4/21/06 PERMITSET �' rnation SPACE 0 27 28 0 SPACE ( A Support all electncal eqwpment independent of accessible cedings as SPACE 0 29 30 0 SPACE � 5/11/06 CODE RESPONSE 5 Provide grounding and bondmg Facil�ties required by NEC. p 31 32 0 ;� 6 Complete all electrical demolition as required 16 ELECTRICAL BOXES 0 33 34 0 f -22 NIGHT UGHTS � A At fire rated wall space electrical boxes at oppos�te sides of the wall 0 35 36 0 � ' � 7. Core drdling and patchmg of existing buddmg structure required for no less than 24"honzontal distance. Q 37 38 0 ! �` electncal work Core drdling shall follow Bwlding Standard procedures B When phone,TV 8�power receptacles are shown on plan next to each other. 0 39 40 0 � , and contractor shali have written approvais from bwidmg owner prior Locate respe�twe receptacies next to each other on sde v+nth no more p 41 42 0 � ' to start of any work than 1"seperatmg cover plates � orawn ey: � cneacea sy: E RJB , RPC 8. Test of entire system and work. LOAD CALCULATION SUMMARY � � ___�___�______t�____..__...�._.�£�___�.__�__. ___�_____ � _�. a I A-24 ; �i � �� T �PROVIDE"SWtTCH RATED"CIRCUR BREAKERS FOR LIGHTING CIRCUITS. �^ T^�^� �� � ,� 9 Operat�ng, Maintenanceandrdentificatwninstructronsmanuals,tf ----- -------------- ---------.---�-----.--.--.-�-___._______ _______..x. _ _;...._,.._.__,______r_#__.,�.�._� _.�.__. .�...�,._ , _.�,,,... ___.__ ____.._____________._.________ A� A-7 any ' CALCULATED POWER FACTO�R�_�__�0.97 __ _^�_ `: _ E � �, '� ; �� PARTIAL � — — , _�—__.—;—�-- a � T � ELEC y.�..�..�_....�_ # s — ; � . { } , , � TRICAL 10 PERMITS AND FEES Obtain and pay for all necessary permits,inspeo- M ��� CONNECTED�OAD � CONNECTED AMPS � -� f DEMAND LOAD DEMAND AMPS �^�� ��� � � � p� tions, exammations and fees or charges necessaryforexecufion and -----�---• — f ----%— --- �------- ._�___ ___________ ��; APPLIANCES _��16650 ._�_ ' ---_.�_ 80�__�.___..__� .___��_.�_.�.._ _ 12488! �_._.. ! ____ 60� ...._._..__.._._..�.�_.._� ! A-1 A� � SPEC'S�' completion of electncal work ,�_ ._._,__ ___._ .__, r �.__.�_ 7 } , _�M LIGHTING&RECEPT.� z 9298� „ � t 45� ; � � i � �5204; �}� 25; ! � .p-..--.,--.-_... _._...{.._�,____.._...__...._... .__.q..._ ._.�.__ 1........__.�.�..__._...�..g_._._.,�._.�......_ t _.�__ � 'I �...._..__.,._..�1 '�......_._._.__�_...�.�...._��_�_�._.....--.__._.. ____.�.___..��._._;. _ ..�__,....�.._..29 i _,.__.._._ � 7112.5, � _ 34; � t SC�� ''� E►J 11 REGULATIONS AND CODES MECHANICAL � �Y 6050�� ; i = � � 1 F �� ' � i IA Applicable codes: National Electnc Code(1999) K�TCHEN OVEN&DRYER w � 0� ; ; 0� � T , � � p< i p! ��� _ � f � , Conform to the prevading edition and amendmentstheretoofthe TOTAL_ ______� 31998 � 154! � ' ; i 24804;� `= 119a j � f '� -�--. .__.�.._._ ______�..m____....�.._. .�---____.:_�.____� ;,.�.��___...�__.________�__�_ Town of Vail Electncal Code, pertinent NFPA publications � � � � $ �`�����' � � �" L � T _ _ _ _ `.� _ _ _ _ _ � _ _ _ _ _ _ �,�'_ _ �"� � PL , ' and to the requirements of Federal, State or other C�ty agencies � p0 REG� �,� having�urisdiction ECEPTACLES LOCATED �O� H- ST SC�..E: 1�4��=1�-��� 12 SHOP DRAWINGS AND SUBMITTAL• ABOVE WINDOWS TYPICAL OF(4) � � = C � A Contractor shail submit shop drawings for engineer review and approval. 29 � � � r B Shop drawing submittal shall inciude: � �� � ,� ELECTRICAL PLAN �� r� �c�,� . 1 Lighfing fixtures ' SCALE: 1/4"=1'-0" �SS��A�ENC�\� 1 1; 2 Panelboard(s) , Of I O O�R�D06 ARpfECARN.QIGlFf1i�IG OONSi1TANT5,NC. I - , I `� i I I I� �/ ' _"" - � -__....�....__ -..,.._.-, ...._�...._ __ .__._.____.._�- -- — - - , '� • • 1� er sl �s � 21a YA�I STRBBI' SOtlB C-100 BD�ARDS, C01AB1D0 81632 N � �0���� . FAL• �70.5a9.�221 . mn►.s�.coti UE DATE• NO• DATE: DESCRIPTION: 1 12, 16, 05 PERMIT DRAWINGS Z 0� ,15,06 REV, PERMIT DWGS, 3 03 ,27,06 REV, PERMIT DWGS, 4 04 ,05 ,06 REV, PERMIT WG � � / / � APPROVEt'� ���`�' a ' s Community Development Department �1� ��+ �j�r ° Building Safety and Inspection Services � , --�-� ►-{ Section _ i ,�c �-F -'� af I;�t�7nationai BuIlding Codellntemation�l Re�id�n#ial Code V idoty cS p2rmi� The issuance or granting of a perrn�± �hail not be construed to be a pertnit for. or an approval of, any violat�on of any of the provisions of this code ar af any other ordinance cf th� Jurisdiction. f'ermits presuming to give authority to violate or carcel the provisions of this code or ather ordinances of the jurisd�ct�on sha�i n:�t be vahd. The issuance of a permit based on construction docum�,^,ts and I other data s,",al not prevent the building official from requ�rinc� tyo , TO�� O � � / A I � � ^�� ��` / I � ' w ' G �� �� �0�� � correction of errors in the Construction documents and othsr d1ta. The OY�I�I �� GO1� T�GT : l( t�t ���J l( J� `� bwlding official is also authorized to prevent occupancy er uso ef a structure where in violation of this code or of any other ordinances of this �urisd�ction. ' 01 Do not gcale dwawingg. � ROI��t �Y 5L1 ��� zO� I � G : G01� M ��GI�L� GOR� 1 0� Veri �II d (mengiong conditiong �nd utility locat(ong on ��S �MINER: ,�, pq�; 0! � thei rfor to be fnnf an work or ord rin ' � Ph �rlals. Not(�j ,4rC� iteyct of any conF�(Ict� or O 1 �3 GOR� G���K D� 111� di�crepanctes In the dxuments immedtately. ��IL , GOLO�:�DO 81658 ���y � US� . i��51D�1� TI �L/G01�t1� �iZGI �L 1� IX o3 ,�reag of conflictg or discrepancieg must be fi�lly � . regolved with wrftten approv�l from the ,architect before �� : �O _���_�OOO construction cor�t(nues. 04 Plan dlmengtons are to face oF stud � ��� : ��� -4�6—� G7�� �'fi�OJ �GT US� : i��51 ��1�lTI�L � GO1� M ��GI�L or face oF concrete unless otherwfse noted . O . . concirete dop of���jwoode or top of wails�p � � r5 I i f e r@ 5 I i f e r . n et or beams unleas �h���s� ��d. � � `/�./�� : 2003 I1� T��1��TION�L �UILl� I1� G G41�� 05 Provlde all necesgar� blocki� ng tn atud walls and � ceilings . Locations Ii�clude b�it are not limited to c Tltng and w II moun{e fixtureg, to(lets, � ���� I �I� toil� au.es5or�es cabtne�ry, cour�terto . shelves, � �V I �� � � �7 VV�� I I �� : TY�'� 111 � cloget rods, fake 6eams, ar[work and Ii�ht fixturea. 06 Goordfnate ail electrl�al and mechanfcal f(xturea to � � fit withtn ce( 1(ng, floor, Walls and otherwise dea(gnated J�1� �5 1��YIl� I��J^1K11�5 �I � i'ROJ �GT 5G0�'� : ��01— �J�� � � �� ��o��T� � l `� l ���I� $c.o�iguratlonsynoted on dtrawfngsen changing tn , � � � � I ��� ��� I ��� � . �UILT� 11� G IS TO �� � IT`T�1� l��IITH 1� � i�� 13 Si�i� I �IfGL�� o� veri}� electrlcal rou h-in locatlona for all appllanceg li ht #1xtureg . Immec�(atel notfflj A�rch (tect of a confUctg � ` � o� d repancies with th� inforrhatlon provided I�ereln � ` 216 1�t �IN ST���T , 5U IT� G- 100 or W4� �x�ating field condittons. � �/�� � �' �/'� 5Y5T�M T� �OUG � OUT 11� �GGORD Y�IIT� I �G Q03 . 3 . 1 . 1 . 08 Yeri plumbt rough-tn locationg for all appltanceg _ = 1 � r ��l Y'���� , V�./ 81 b32 and �fxtureg . �otlf �r hite t im edtatel ar� co flictg or digcrepancles w�h t�e In�orma�Ion prd�r�ed rterel�n � >• ��0 . �26 . 8200 �XT. 3018 2 . BU1 �1� 11�1G 15 TO �� � I Y�IITH i�T�D � I �� I�00�5 , orwlth exigting f(eld c.ondittons. ��'V� : � 1 � . � �7� . 3221 09 In the ev�ent that �dditlonsl det�il or uidance is �CIT SIG1� 5 , �1JT01� �TIG G�OS�RS �Nl� M �G �I �TIG ���t�t�,e�p°o,��°�ie sha��mm��t�e� ��f ij the — Architect. Fallul^e to ive ample nottce aha� relieve � nOOR � OLD �iZS � G�LL�n OUT O�1 PL�1�5 . arch (tect of regpongf�ility fol• del�yg to the proJect. G01� T�GT: T01� GOU1�lT�i� �I � gati6�euf e s �� e ��"g �n� oeg tning a�l� °r �` G�� � : '1�� —��I� �� � �I � � . 1� �Y�1 � I �� �'fiZOT�GTI�� 1� �:�U ��S �OfiZ Y�l�LLS , ��� 5 � governe�dhb�th�lnterna�lonal�Bullding �.o�deG�o03 Edition, �A03 IPG, �003 IMG, ?AOZ NEG ?A03 IFGG, and ZOO� IEGG. tom @51 iferd e5 ign5 . �i� m STfZUGTU �L �L�1� �1� T5 �1� D �'�1� �Ti�T101�5 � 5� 4Y�11� . D de co�plgha e� mandato o tte c�on etrurcatio� o 11 The General Gontractor and 5ubcontractorg gh�ll fleld G �1� ��L GO1� TfZ�GTOfiZ : coordln e nd obt 1 ap r va1 from �th���n rcl�itect/ En Ineer�be�ore cut��n , �io�chlng or r a�caat tn place conc�ete, gteeT framin o� a� other st ctural elements wh rch may aFfect th� struc urol I IJ IC� �f� (ntegretlty oF the building. � I � � +��� � �v I +����✓ w �� • 12 All electrlcal work (n thlg pro,ject Is to be com leted 2 ��� � j , ` , �� ���� ��` ,� . fn a workmanllke fashlon and In accordance w(�h the f,tJ� M l� reqNirementg of he current vergion oF the Natfonal Eleatrical Gode (�1EG) adopted by the governing municipality GOLO�:�DO 5�'R11� G5 � VV �JV —I� �I 13 r�Jl lumbing and vent(lat(on work in thlg pro ect ig to be ���1'V' 1 � � � I � �� mpleted In a workman Ike faghlon and In '�accordance 'r'�L � � '� Q_�2O _C, '� OO D w�th the req�ulrements � the current vergion oF the Unlform Plumbtng Gode NPG), Unlform Meaha ical Goc!"e (UMG and Nattonal Fire Protectlon act MFP� as adopted by �he governing mun(�Ipallty. GO1� T�GT : 1 � 1 �1`� � ��� I � ���1 ` 51� ��T NO . Jr"T �� I �1�� � 14 5ubstitutiong of "�u�al" roducts wtll be acceptable OWNERSHfP OF DRAWINGS only w(th the OwneFa a�d ,4rch (tects written approv�l . f 4 15 It Is the Inter� and meanfng of these documents that This drawing is the property of the Gontwactor and each 5ubcontractor ovtde all G�L � : �O �'��V ���� pr' SLIFER DESIGNS and is not to � � yy� � � 0 � TITL� S� E�T (G �1����L NOT� ) I�bor, m t�r�alg, tran��rta�o , s�lir��, ec�uipment, eleanup, be reproduced or copied � n mark@highlandbuilder5 .G0111 ' I * I ` , /� q atanQardsoFthe�ndustl jd � W n er cognized whole or in part without written � � 2 . � � ���� �L�I `�5 — �� Y ��5 �7 — I -2 16 Goordlnate all eabinetry eonf(guratlona wlth arehlte�t prlor to consent of SLIFER DESIGNS It � I �� �-'fi�OT�GTION G0�l5ULT�1� T5 I � 2 . 2 � LO01� � J�l�l `1 ✓ L�Y�LS � � rough-ir1. is to be used onl for the � — — pro � ect i if� � r � � � i 1'1 Goordfnate all trfm proftles and conffguratlona with prch(tect. not to b e o a th r � I � �I . I W�LL 5EGT101�5 � D�T�ILS 18 Goordfnate all interior finishes with Ar�.h (teet. pro � ect I ' to be returned ( ��uL��IL LLG d 1q 1411 fire rotective install�tions, incluQing , but not limited to, upon req ��� � � ���� � � � �1 . 2 8��1� 5 ,�1�I� �'�N �T�TI01� D�T�ILS sprayedpon protectfon, gypsum board, non-comb. stud . structures �/ Q GGp ` , �/ � Id suspended ce(Ifng , plpe a conduit penetrattons and sprinkler (natallattons ���`�� �� �� � � �0 �DI� 2 �v� 1 O� 3 J � � JVI� Y � I � �1 � — � �Iq2 � ehall meet the Town of Vatl , Ghfef 6uilQing Inapector and Plre Marshall'a : �� � � " �.� �� �� -_ . �� VAIL — — � approval . � G�� � ���, � � '� �C 200 SLI����IQ�S Y� IL , GOLO��DO 81 C�58 1 O � q O� IG . � Li� . �' L�1�5 L���LS G 1 , : - - 2 O� Q ORIG . � fiZ . �'' ��l - L��LS - 2 -3 - � . T�L �'T O 524 3000 L L dAME5 DAVID DAWKINS AIA JOB N0 . 8149 ��� . �0 ��24��0 1 5 1 O � 4 � 1� � � . J��V 1 VI`�L ��I `�� COLORADO REG N0 . 306139 DRAWN BY. SF 5 L O� � O1� I G . S�UG� I�L �L�� J � ' � CHECKED BY• TC GO1�lT�GT : R4�G �fi�S �. flOGi�T�D�R ,�-� oF � �� o ;���. 9a � G�LL : �'TO -3�0 - 1684 �� o� �� ° �4� � � ir� o . � � � v e � � � � r � 6139 �- ��a� ` J , _ �' v `��`!�' SFD RG� i T _ � \ � • • ����� er sl �c �p���►'� Z16 MAIN STRE�T s�N ro R�a•�ar aoaz SUITE G-100 TO STAY OPBd DURM6 ��H�. EDYV�RDS, GOLOR�DD 81632 ' PH: 9"10.926.8200 R�tO'VE E�QT 516N � F,4X: 9?0.569.3221 ol r � ,,' WWW.SLIFER.GOM 201 � �65 Sf � 155UE D�4TE: � �asrn�e• h10: D�TE: DE5GRI Ohl: I M�50NRY WNJ. 1 O?.Z5.05 FLOOR PL,4N � 1/9 HR FIItE DDOR P65B�fBLY 2 02.15.06 REV. FLR. PL.�4N I PIRE DOOR.S MOUNTED ON EXR'RIOR F�EVATOR DOORS 3 03.2Z.0 REV. FLR. PLI�N SFFItiLI.SE FlTTED Y�p'TH MIbNEI1G HOLDtRS!,KiTOM,+4TIG GLA5B25. �–—————————————1 4 03.2'T.06 REV. FLR. PL.�4N G2 I 6� ��� //� � 1/3 HR FIRE DOOR�b59�tBLY 5 04.05.0 REV. FLR. PL.�4N BLUSa'RE5 f�IJRNIT � 5T RE�6 5Y�ET BIt51L - 1/3 HR FIRE DDOR AE{�BdBLY � _, � 4'15 sf 2,3�5 sf Y ' _�/�� I I � G1 I 1 HOUR FlRE DODR f66�IBLY E�5TIN6 1� �� �';u.,.;'rv;, I MI�EONRY WN.L 1.110� MI6oNRY Nw.L �� 5T �� 2�� � —JF.�U5TIN5 1Z" � 1/'3 HR FIRE DOOR,�66B�IBLY MA�OPp2Y WA�LL OP � M/50NRY W�LL �no�s Mou��v ox exn��x �I sf� I oF aev�ror�aooRs sN�u�Fl�wn�r�r�c � ��no�r+o�ifirrFn ox exrt-�x�x � HO1�B�5 i I4JTOMATIG GL059t5 G� 1 HR FlRE D0012�56�IBLY � F EJ..EVi4Td2 DOORS BU EXIT SFFN.L BE FR`fED W'I�I MI�6NET1G 6G 1/9 HR FlRB DOOR�5BBdBLY Sf 'r HOLDERS t NlfOMllTiG GL05�t5. 1/E5T1BU �asn�s• F�5TIN6 1 63 5 M,+�60NRY W�4LL ----- ;; MA60NRY WALL 1/3 HR FII¢E DOOR/�F�uB�IBLY � 207 ( 1 HR PN2E D��R�66�iBLY 4 �05 Zp WINE�S�E 1/3 HR FIRE DODR,�559dBLY ' � WINE STORAGE , � 7/3 HR FIRE DOOR�56�]�IBLY I 55 3f 1�5 Sf� O � � E�5T�16 , "� M RY Wi�LL I 1 HR PIRE DOOR/56�fBLY WITH FIRE 5P�2M M6GHItiNIC.P�L 6� 66 Ii��l� � B�Y .P L G2 6Ga ROOM 1 wrn+Nrr � c HI�I.L HaLL 84 ef �'� KITGH �� F�aE vooR�sse�LY ' 1 ZO 5F Y 1"' I 1 H12 FIRE DOOI2 A66B•tBLY �R f ��; w o� �oo sf 64 To E�c � 1 af M ��;'i PJJNT PLDGR WFf1T�HATGFIID VWNDOVN-144 X 46' , e�s LINES PF3�E�QT L�WE-MN 4F' ( �+{`". 1 HR FIRE DOOR I1669�fBLY �2'TFil4YE1 TO OP�I 6AR�46E I E�T 15/V�1�G5TFJ6 GONDRiON ( W - X 1/9 R D L G 1 HOUR FIRE DOOR I�b5F.1�IBLY 0 � T BS OM � I 1o�a M� �� 1 HOUI2 FM2E DOOht I►bSEMBLY T�'� 1 HR FRE DOOR�+6f�BLY q� Sf G� � B� ��� �/�SELOW ST�IRS �1 EXIT Q�l HALL ( 5�5 5f y�� 5/,•�x�Yw,w_ KE WRF�/ll�OMATIG GL05� sf ��5 sf E � bbb I 1HRFlREDOOR,�b6BdBLY � yf O Krrc�+a� I � � 55 Sf � � �as� tr c M.u. 211 ��� � c�a.,r�s a �a"�� 180 sf U+ 5 R N.i«,�cr►w,.�. I '15 sf O sf � � � k'Tl I yf � -1 X 96' � � I Trl6 � O � 68 � � P�RKIN6 N6 1 HR FRE DOOt2 i �PIGE 3 M� M�ASONRY WN1 � I 1,'1�5 sf �Y `�' 50 sf � ' ) � UP T,�.,,„ � • � �o�To v4 ` MhX OPENM6�T HOTf OM i • - OF DOOFtY�44Y I PFtOP05k"D Fa1GlA5�SP,�GE � � � " I ( i ,-------� i � 6q i � i i � ,aNic,,+w_ r�oor� � � } 335 9f/ � � � � II �----------------� I I 1---------------J 2 L�Y�L 01�� �LOOR i�l��l 3 L�Y�L T!�!O �LOOfi� �l..�N� ID 2.1R ��: 1/8"=1'-0" LEVEL ONE ID 2.1� ��: 1/8"=1'-O" LEVEL TYVO iZ�t ' . 1. 5�� SHEETS 1 of Q, � of Q, 51 of 4 � 52 of 4 4. �LL YVA�LLS REQUIRED TO BE R�TED SH�LL , G��G� L���L �LODR �l��l �TT�GH�D �OR EXISTING STRUGTU�. SE IN1��5TIG�TEI7 ON 51TE BY THE iD 2.�� sc�: va"=�'-o" ���e 2. �LL l�V�LLS SHOINN �5 1 HOUR 51��LL GONTiZ1�GTOR �Nfl THEY SH�LL M�T THE �ITH�R Nt�TGH TYP� I/9.1 UPO�I 51T� FIRE RE515T�NG� R,�TINGS SHOWN HER�ON, IN1/ESTIG�TION OR SH�I..L S� DU� TO EJCISTING GONI�ITIONS, WHIGH SH�LL �L�V�TOR DOORS SF��LL B� R�T�D �e5 3 REGONSTRUGTE� TO SE TYi'E I VV�LLS OR BE REGORDED IN YVRITING �ND SE OYVNERSFfIP OF DRaI^UN65 HOUR 1700�?5 OR SH�LL f3E i°ROT�GT�D $Y �G�U�L. GON1lEYET� TO THE �RGHITEGT � TH� GH�IF This Qrawing ig the property of � 3 �LL YV�LLS SHOWN �5 2 HOUR SH�eLL BUILDING INS�'EGTOR TOlNN O� ��tIL OR 5LIFER DE516N5 anQ ia not to be H ING�D 3 HOUR DOORS WITH M�4GNET'IG ' � reproduced or copted in whole REL�eSE HOL17ER5 �ND AetJTOM�eTIG �ITHER M�tTGH TYPE I(/ei.1 OR TYPE I I I/e1.1 OR TH�Y SH�LL $E R�GONST�UGT�t7 TO MEET or in part w(thout written OTHERWISE MEET 2 HOUR R�tTING IN ptGGOR17 GOI7� GRIT�RI� SHOYVI�I ON TH�SE Pl..�l�15. consent of 5LIF�DL-516N5. �t tg ' G1-�5��• ' dent fied h r e nf nd ig not to be WITH THE GODE DU TO �XISTING GONDITIOl�lS. used on any other proJect. �t �ti to be returned upon request. -� • 00 1��eR '�1`�'� 5H ������ 1�i3 Gore Greek riVe u�ill be roVided with � 2003 SLIFER DESIGNS NOT�. �LL � R5 K�D �LL � D p �II penetration5 in fire re5i5tive walls or � SE FITT�D INITI� M�GN�TIG i�L�5E5 an automatic fire sprinkler SyStem throughout floor/ceiling5 are to be proVided with GONNEGTEl7 TO �L�RM 5Y5T�M. per N�P� 13. f irestopping per IBG �1�. dAMES DAVID DAWKINS AIA JOB NO: 814q � 1 HR YV�LL COLORADO REG. N0. 306139 DRA�Y�Q�I BY: SF . GHEGKED BY: TG �- pF ��� � 2 HR l�t�LL � ,>��� qo� � � I7�NOTES REQUIR�D EXIT 51GN TO Note: Th i5 d rawing was prepared from variou5 �I I Gorridor poors are to be 3 hour FI� � � �, , o existing drawings by others and a limited R�TE17 DOORS �N1� �R�MES. 1�oor5 shall b .� � o � .� I � 2 . 1 SE INSTA�L.L�D OR GI�EGKEI7 FOR 15T' I�R S�MBL - O�'ER�TIONA�L PER�ORM�1�1G� �l�ll7 number of field mea5urement5. �er5ons who affixed u�ith approved identification plate5 61 9S � � LONG�ITY � SH�LL �� NO OGGUP�I�GY may use these drawings must verify all stating time rated door a55embly of 20 `F�s ���`� � P�I OR PI�G I� FIGI 1�T. � d imens ions. . � \ ED ARG FLOOR PL.A�N SEP�R�TIO�I i�EQUIR�� minutes or 3 hour. � �. • • - er sl � �16 MRtN 5TREET 5UITE G-100 EDYVA�RDS, GOLOR}�DO 81632 � PH: �l'70.926.8200 F,4X: 9�0.56q.3221 � WWW.SLIFER.GOM EXI5TIhl6 SPRINKL� ST�L STM28 � 1/3 FFR FlRE DOOf2�65E'T�fBLY 155UE DATE: A�'aRTMENT 1 q00 5F —w�,,_,..z,,,.—--- 1/3 HR PIf2E DOOR/�E�6B�IBLY NO: DRTE: DE5GRIPTION: FM2E DO�RS MOUNTm ON EXTHZlO OF�LL'V,+4TOR DOORS D� SHALL B£FITTED WRH M,ti6NE71G 1 O'i.25.05 FLOOR PL,4N HOLDERS s?ilrOMAT1G G1r05925 �gp � 2 02.15.06 REV. FL. PL�W 1/3 HR FN2E DOOR�56�BLY ���8. 3 03.22.0 REV. FL. PLJW � M/ti�O1�p2Y YVALL -, � TF�I.STNR� 4 03.2'1.06 REV. FL. PL�►+W � � � NIMDOW�4"X 48' ; wmmow�a"x as• 5 04.05.06 REV. FLR. P1.aN EXI5TIN6 � wir�vow ae•x " � 5PRR�lKL625 1/'3 HR FIR�DOOR A55BdBLY FIRE DOORS MOUNiTFD ON FJCI'E�RIOR T A�Pr4R1�MF7'lT Z 1/3 HR FlRE DOOR/�65BVfBLY 401 '�� ---- — — 5H,4��SETFl�TTEDD W�H MA6NE�'IG 690 5F DEGK BRE,4KF�45T ����t������ MIu�ONRY WAI..L 125 9f NOOK DE� 1/3 HR FIRE DOOR A55EMBLY 110 SP B � HpI.L 1� wo�ow•�8•x�08° 1/9 HR FIRE DOQK I86B�fBLY YkTIT 8'X 8' 0 VENT 16"X�4 MASTER BEDROOM 650 sf W�DOW�G'X.� 1/3 HR FIRE DOOR 1�659�fB1.Y WNDOW���X.�G� � � _________ P 1 H D l�5'5p�IBLY D �SS 9PD�� � 9f --------- Wa1DOW 36'X 96' DN EXISTlhl6 wn�DOw'7s•x 30• 5PRINKLERS � 304 HaLL i i v�wvow�x s' APARTMEhIT 4 150 9f � � 'Ib5 5F 0 DN T 2•�•x a�� wNVOw-[�'x� � � wn�mow 2•E"x�+' � ►�wnow sb°x�• B �3 50 8 50 9 � A�PI4RTMENT 3 � O 850 sf LNIN6 RDOM 615 5f i � i 410 i 4'�� wnrvow--►s'x�s. � � STUDY ; BEDROOM � O ; ; � Sf i 325 sf � � � � � � wn�ow-a�a•x�° r " wn�ow-aa•x a8• w-sa•x�• � � — _ � � � , �����. -r���� �LOO� ��� 2 ����� �ou� �LOO� ��� ID 2.18 ��: 1/8"=1'-0" LEVEL THREE ID 2.1B 5GP�L.E: 1/8"=1'-0" L�1/EL FOUR R�T�D W�LL NOTES: 1. 5�E SHEETS 1 of �, � of 9, 51 of 4 � 52 of 4 4. �L.L YV�LLS REQUIR�D TO SE R�T� 5H�1..L �TT�GH�D �O� �JCISTING STRUGTURE. S� IN1/ESTIG�TED ON 51'f� �Y THE 2. �LL YV�LLS SHOYVN �5 1 HOUR 51��1..L GONT�GTOR �NI� THEY SH,�LL M�ET THE EITH�R M�TGH TYPE I/9.1 UPO�1 51T� FIRE R�515T�NGE R�TINGS 5H0lNN HEi�ON, IN1/ESTIG�TION OR SH�LL �� DUE TO EJCISTING GONT�ITIONS, WHIGH SH�LL EL�Y�TOR DOORS SH�LL 8� R�T�I� �5 3 REGONSTi�UGT�I7 TO �E TYPE I IN�LLS OR SE REG4R�E� IN YVRITING �ND S� OYVN�RSFfIP DF DRI�YWN65 HOUR I700R5 OR SH�tLL SE PROT�GT�D BY �G�U�eI—. GOi�IY�� TO TH� �RGHITEGT � THE GHEIF This drawing is the property of � 3. �LL 1N�tLLS SHOYVN �5 2 HOUR SH�eLL SUILI71NG INSPEGTOR TOYVN O�' 1��IL OR 5LIFER DE516N5 and is not to be H INGE17 3 1-�OUR DOORS YVITH M�GI�I�T'IG ' reproduceQ or copied in whole RELE�S� HOL17ER5 �ND �UTOM�TIG �ITH�R M�TGH TYP� I I/9.1 OR TYPE I I I/q.1 OR TH�Y SH�LL $E R�GONST�UGT�17 TO M�T or in part without written OTH�RWISE M�ET 2 HOUiZ R�eTING IN � GOD� GRITERI� 5H0lNl�l ON THESE PL�t1�15. congent of 5LIPER DE516N5. �t tg GL05��5. dent fied h r e nf nd hs ot to� W TH TH D U O 15TII�l ON ITI01�1 . used on any other pro�ect. �t �s to be returned upon recpaest. ' ��M�� � ������ �q3 Gore Greek riVe u�ill be rovided with G2003 SLIFER DESIGNS NOTE. �LL 1700R5 M�RK�D �LL � D p �II penetration5 in fire re5i5tive wa115 or � SE FITTE�7 YVITH M�GN�TIG REl.�5�5 an automati� fire Sprinkler sy5tem throughout floor/ceilings are to be provided u�ith GONNEGT�7 TO �RM 5Y5'f�M. per N�P� 13. f irestopping per IBG 71�. dAME5 DAVID DAWKINS AIA JOB NO: 814q � � �� �LL COLORADO RE 39 DRA!^Q�l BY: SF �0 F ��� ,Q GHEGKED BY: TG s ;��''� -�O � 2 HR lNptLL s O : � 1��NOTES R�GtUIRE17 �JCIT 51GN TO Note: Th i5 d rawing was prepared from variou5 �I I Gorridor poorS are to be 3 hour Flt� , � <,N5 �' existing drau�ings by others and a I im ited R,�TED DOORS �N1� F�M�S. noor5 Shall b 306�3� �, I � 2 .2 SE INST�LLED OR GI��GK�7 FOR 15T' I�R 5�1�BL � �- - OPER�eTION�eL P�R�ORM�1�lG� �1�117 number of field measurement5. Persons who affixed with approved identification plates `��s c��,� LONG�ITY � SH�eL1. �3� may use these drawings must verify all Stating time rated door assembly of 20 �D �A�`'�%`� � I OR PL.�A�G IF FIGI 1�1T. � �O OGGUP,ac1�lGY dimensions. ~ SEP�R�Ti01� ��G2UIR�D minutes or 3 hour. �'-O°RP'-�`" �. _ • • ,,, er sl n� 2� 2 �16 MAIN STRE�T �� Z�, �� 5U ITE G-100 - EDYV�RDS, GOLORADO 81632 -' 3 Ys" 6LA55 FIBER 8�� 8M 8�� PAGE V4YER: Y�" TYPE X PH: �I'70.926.8200 , GYP5UM W�1.L60A�RD OR 2Y�' 5TEFl 5TUD5 �4" D.G. FAX: 9�i0.56q.3221 M5Ul.,,+l , - FRIGTION FIT IN 6YP5UM VENEER BAbE WITH F6 IN5ULATION FOR ` 5TUD SPK.E r4PPLIED PpRPd.LEL TO . , 50UhlD ONLY. WWW.5LI .GOM (FOR 50UND ONLY) EAGH 51DE OP 5TUD5 ?4" 61�P5UM BDIrRD JOINTS O.G. � - *_.. 5T,466ERED Z4" ON E�GH 511�E A�ND ON ' 155UE D�4TE: 3��e°5TF.EL 5111D5 �4" O.G. ;' OPP051TE 51DE5 s �� ;. � FAGE 1.�4YER: 1 �s TYPE 5 h10: DRTE: DESGRIPTIOhI: DRYWALL SGREWS 1�" 1 O'1.28.051NTERIOR DETPJL5 't O.G. ONE I.�YER 5/a" IYPE X ' � 02.15.06 INTERIDR DETIWL5 6YP5UM Wl4LLBOA�RD OR . 6YP5UM YB�B�45E BA�5E LAYER: 1"TYPE 5 6YP5UM B0,4RD JOINT5 P�PPLIED P�R�LLFL OR �4T Rl6HT AN6LE5 TO �� 1 TYPE 5 DRYW�4LL DRYWftiLL 5GREW.5 �4" 5T�4GGERED 24" EAGH '� 'SGREW.� 8" O.G. �T E.�GH 51DE OF 5TUD5 O.G. . LAYER A�ND 51DE YERTIG�4L.JOMT5 W�ID ' 1�" O.G. �4T FLOOR aND BA6E 1.�AYER: Ys" TYPE X GEILIN6 RUNNER5 Pi�1D 6YP5UM Y�U�LLB0,+4RD OR • INTERMEDIA�TE 5TUD5 GYP5UM VENEER BA6E � � ,� A�T'PLIED PA�RA�L.LtL TO � 1 EaC.H 51DE OF 5TUD5 24" , �� � O.G. '4 >. � �,. �, Y i ti t• �n � �u , -r�� � - � �ou� ��L � -rr�� ,� ,� - 2 �ou� ��.� SGA�1.E: 3"=1'-0" GA FILE NO. WP 10"12 q.� 5GA�LE. 3 -1 -0 G�4 FI1.E NO. N� 1615 � 9.1 � , (NLB) = FOR NON-LOA�D BEARING WA�LL (NLS) = FOR NON-LOAD SEA�RING YVALL MI�+JqMUM NON-SUPPORTED IN�LL H�IGHT5 �5 FOLLOlNS: EXI5TING DOUBLE T 5T�?UGTUR►�J_ GIRD�RS - PER MRXIMUM NON-SUPPORT�D Nb�LL HEIGHTS ,�5 FOLLOWS: � 5TUD5 � �4" O.G. = 11'-0" M�VqMUM HEIGHT 2003 I BG- GODE REFERENGE T,�BI..E �20.1 (�) 5TUD5 • 24" O.G. = 8'-5" MA�qMUM HEIGHT 5TUD5 � 16" O.G. = 12'-5" M/+JCIMUM HEIGHT 5TUD5 � 16" O.G. = 9'-5" M�JCIMUM HEIGHT � 5TUD5 � 1�" O.G. = 13'-3"" MA�XIMUM HEIGHT [P,4GE 113]. "MINIMUM PROTEGTION FOR FLOOR 5TUD5 � 12" O.G. = 10'-9" MA�XIMUM HEIGHT ,�ND ROOF 5Y5TEM5 a q," _ "2. G,�RBON,�T'E � � ,�GGREG�TE GONGRETE. [ITEM NUMBER] 2-1.1 — , [GEILING GON5TRUGTION] 5Lr4B ('NO GEILING � REQUIRED). MINIMUM GOVER OYER �' 5 INFORGEMfTIT 5H�1..L. NOT BE � 1$, NONPRE5TRE5"El7 RE OR R�OOF LE55 TH�hI 4 THIGKNE55 OF �LOOR � r �� ��� � 5L.�B (I1�1GHE5)] 1 HOUR 3.2 [INGHES]. " EXISTING 5L�8 15 5" THIGK �ND THE GONGRETE HR5 � � ���M ����� MINIMUM GOVERRGE OF 3�4" PER ORIGIi�L e,� ��; �iZ�� � STRllGTUR,�I.. PL.,4N5, 5EE SHEET 5-2 OF 4, 'TYPIG,�L � a a a a a a oR 6�rPSUr�r �� G,4NTELEVER �LOOR 5L,�B5" PL�NS BY LRRSON � , , o ° ° a � a = �' y' B�5E f+PPLIED PARr4LLEL DA�RBY ,�I,�, ,�TT,�GHED R1�tD DATED M,�RGH 4, a ° ° a , °, a a �" 1�/e" 5TEEL STUD5 � � . . TO EK.H SIDE OF 5TUD5 19'10. 4 ° a � ° d a 5F�NOTE BEJ.+OW FOR : •: �` °• ' 4� 5'ND SP�GIhi6, �DD F6 ,;t`• �� °° ° r v a 4 � ° n (V M5U�.14TI01�� F�R 501JN� , :. a o � � � ° [1 ONLY. � 4t `; '' a a , � o l4L.L CrONGRETE � ` REINFORGFIb IN . , : ',' � ° a PRETEN510NED �' �, � , a GONGREI'E 61RflER5 '� ;' '� B�45E I..f4YER: 1"'T1�PE 5 fDOUBLE T8) 15 F,�t,E�YER: ��/a•TYPE s � ; ;:., pRYWaLL SGREW5 1Z" EXI5TING DOUBLE T 5TRUGTUR,41.. GIRDERS - PER � � vsM G�E�oP o Yw�.�SGKEw,S ��" :: ; �.; : o.G. 2003 IBG- GODE REFERENG� T�eBLE �20.1 (1) Q � d� ° a � F�c'rER�oR t��.E-� ,, . ,, , , GOLORJ�DO [PA�GE 113]. "MINIMUM PROTEGTION OF 5TRUGTIJR�L � P�� � a g �550GI�.TION. � ^ � P,4RT5 8,45ED ON TIME PERIODS FOR Y,�RIOU5 FAGE l.l4YER: Y�'TYPE X �' � ° ° a 6YP��UM VV�LLBD�RD OR ,�;; - �� N O N G U M B U 5 T I B L E I N S U l..R T I N G M,�T E R I R L S m" - "3. ° 6YP5UM VETIE�B�bE . ��+ :• �; � A�PLIED P,4RN.l.EL TO :. ;� BONDED PRETEN510NED REIN�ORGEMENT IN a EhGH SIDE O� STUD5 `,i' >� ;� PRE5T�E55�D GONGRETE e" ITEM hIUMBER 3-1.1 r�e� � �, $ a f` ` [M,�TERI,4L U5FD] GRRBON,�TE, LIGHTYVEIGHT, :, ; ^ '" N : 5A�hlD-LIGHTWEIGHT �ND 51LIGEOUS f RGGREGA�'TE `' ` GOHGRETE BE�MS OR GIRDERS" "[MINIMUM , �Y`WERSHIP OF DRA�WIN65 , t �� THIGKNE55 OF INSULATING MA�'TERIAL FOR THE �8 This drawing ig the property of . .. . . „ �� t ,, ,. SLIFER DE516N5 and is not to be � �� FOLLOWING FIRE-RE515T�NGE PERIOD (INGHES) 1 %" reproduced or copied in whole �' " EJCISTING BEA�MS HA�1/E R MINIMUM G01/ER�GE OF or in part wlthout written "' consent of 5LIFPR DE516N5. It is s„ 1 �/8" PER GOLOR,�DO PRE5TRE550R �550GI,�TION, 38 dent fied h r e nf nd is not to be 1510 GLEN �YR DR. 5UITE 2, l.�K�WOOD, GO 80215, T�L. �03.238.5614. t ber etu neQ u�n req�est.�b GONT,�GT W►41..LY PREBIS. OG2003 SLIFER DESIGNS dAMES DAVID DAWKINS AIA JOB NO: 814q COLORADO REG NO 306139 ���,�y �: 5� GHEGKED BY: TG -rY�� � � � - 2 �ou� ��� 1 �OU� �LOO� �Y5T�1vfi-��� 200� i�� -=-����� 4 QF �D 3 SG�LE: 3"=1'-0" �45TING DOUSLE T GIRDERS ��' <p • 9.1 ��: 3"=1'-0" Gl� FILE NO. �45W 1100 9.1 �,�,�� 9� - � . -S ° I1� �. 1 � (NLB) = FOR NON-LOA�D B�RING VV�LL " a"I D � WKINS � - - MRXIMUM NON-SUPPORTED YV�4LL HEIGHTS A�5 FOLLOW�: 6139 � 5TUD5 � 16" O.G. = S'-4" MA�qMUM HEIGHT 5TUD5 � 1�" O.G. = 8'-10" M�4XIMUM HEIGHT ��'yS �a�� F A R� W,4LL Pd�ID FLOOR 5EP/4RA�TION DETAIL5 � • • ��� er sl ns . . <� Z16 MAIN STREET .} , . , .. , • • • • ', �� • • �•� t•: • •t � • � • ' � STEEL BEAM SUITE G-140 ,;. , � EDYV�RD5, GOLORADO 81632 ��� B� ��. �E PH: 9"f0.926.8200 " l.�YER Y�' PROPRIETI4RY FAJC: 9?0.569.3221 F�GE 1.,,+4Y�:ONE 1.�4Y�? TYPE X 6YP5UM WWW.SLIF .GOM Y�" PROPRIETi4RY TYPE X WP�LL,BOARD �4PPLIED TO 6YP5UM Wi4LLBO�RD BEAM GA�6E WITH 1" TYPE /rPF'LIED TO BF.I�M Gp.6E 5-1Z DRYWA�LL SGREW� 155UE D�4TE: ��p��ry��5��8�"���/�pE�GJ�/-���:Z �Z" �.�i. i/f�1 7 V�FF ..M1��F.��../ ��r 1�0; i�/�1�: DESGRIPTION: O.G. .J�INT5 OF�SET FRONt B�5E L14YER 1 O'i.Z8.05 MTERIOR DET,41L5 JOINTS. uild� 5TEEL 5TUD PR,4MIN6 �I�� $���I�� �����TIO� �0�� � OZ.15.06 MTERIOR DETi�1l.5 3 03.03.06 INTERIOR DET,41L5 BE�NI G�.SE FItiBRIGp�TED �� ' • `� •• • ` . . FROM NO. �4 G�6E �/a° X ' '". • � .. ., . ` �, . 13�e" 5TtEL ltiTl6LE5 SGREW •, . ,+4Tf�4C.H07 TO 5TEEL ' � J015T51�T BEAM TOP �„�, 1. UPON �IEI� INSPEGTION TH� �RGHITEGT NOT�l7 5E1/ERA�L FL.�W6E�hlD NO. �s 3 • �XISTING GONDITIONS INH�RE PENETR�TIDNS THROUGH �IRE 61�U6E�Ys" 5TEfL �� H��� � �� RE515TI1�E lN�LLS �ND THE �LOOR 5Y5TEM DO NOT �.PPE�•R �w+ w�r�w6E � TO HA�1�E FIRE RE515TA�NT 5Y5TEM5 TO STOP SMOKE A�N�7 �IRE ,w� su�oRrn�6 ���e�� , . STtEL 5TUD5 24• o.c. PROM PENTRA�TING SUGH B�RRIERS. MMIMUM BF.�M 51ZE WS X � G��t��� ��M ��OT�GTIOI�I �LT�R1�l�T11�� 2• �!-THOUGH, �LL GON171TION5 G�N NOT BE 0B5ERY�7 PRIOR 15. (OhIE HOUR , ' uK�es�r� �a ;� �, TO DEMOLITION REL.r�TED TO THE IN5Ti4LL�TION OP THE SPRINK- � `' li�t �RE,A�S IN THE SUIL�7ING WHk'RE BE�eM WRA�P OR �IRE RAeT�l7 �R 5Y5TEM �ND TH� UPGR�e]7� OF TH� IN�LLS, IT 15 TH� INTENT '"�'� � ' SPRA�Y PROT�GTION OP EXISTING STRUGTURA�L MEMS�RS 15 NOT OF THESE Pl�NS TO REQUIRE SUGH �IRE PROTEGTI�E M�5UR�5 !� ' � � ' '' �' PR�GTIG�BL� 17UE TO IN�GGE555A�BILITY OR G05T PROHIBITII� A�5 M�Y SE NEGF55�RY TO G�IN � RA�TED P�IETRA�TION OR . .� ,; ,,i , , � :, R�QUIRED D�MOLITION A�ND REGONSTRUGTION, OTHER METHODS THROUGH Y�IA�LL V�NT �US�D 17A�MPER TO ME�T THE REQUIRE- �;,� OF PROT�GTION, SUGH �5 SPRIKEL�REfl ENGL05URE G�1/ITI�S NI�1�lT5 OP THE lN�LL OR FLOOR PENETR�TED. TH� FOLLOWING s„ 5„ B� EMPLOI'ED �ERE A�P�PRO� BYr H� TOWN OF�TL, GHEIF M�TERI�LS SPEGIFIEl7 �RE TO B� U5E1� A�5 � GU11�E �OR THE 8 8 BUIL.DING INSPEGTOR. ON 51TE �IR� PROTEGTION GONSULT�4NT TO UN17ER5T,�N1'� TH� INTENT O� THE �RGHITEGT. M�eT�RIA�LS USE� SHA�LL BE �PPROY- SY TH� TOWN OF Y�IL GHEIF BUILDING INSPEGTOR ,�NI7/OR THE Y�IL PIRE MA�RSH�LL, �NY 5UB5TITURE M�T�RI�L SH�LL BE �QU�L TO OR BETT�R IN THEIR ESTIM�TION, TH1�N TH05� NOT�D H�R�IN. �. HILTI GP 601 5 EL�A•STOMERIG FIRE5T4P S�NT TO SE � USED �OR EXP,�N510N JOINTS �N17 M�TA�L. PIPES UP TO S" I71�. B. HILTI G�' 606 FLEJCISLE FIRESTOP S�L�NT TO SE USED � �OR RIGIfl, LOYV MOYEMENT JOINTS Ui' TO 100MM �N1� M�1'A�L. �Oi�05�I� �:X15TI1�lG !/�ll�� �L�NG� �3�1� fi'�OT�GTI01�1 PIPES UP TO 8�� ni�. � G. HILTI F5 ON�- HIGH PERFORM�NGE S�L.A�NT TO B� U5E]7 �OR � �D q.2 ��= 3"=�'-o" 5Y5TEM B�5E17 ON GA� FILE NO. BM 113'1 PL.�STIG PIP�S UP TO 3", MET�L. PIPES UP TO 30", 51NG1.� � �801/� TYPE "X" , BE�M BOX PROTEGTION 15 INTENI7�D �5 A� G�BLES � G�BL� SUNGH�S A�N� H1/�G PEN�TR�TIONS. GUIDE �OR THE GONTI�GTOR. A�L.L UNPROT�GTED 5�1�15 �i� D. HILTI GP 611 INTUMESGENT FIREST�P M�STIGTO B� US�D FOR � � TO BE PROT�GTED BY � UL �ePi'R01/ED 5Y5TEM OR GOMBIN�TION 51NGL..E G�BLES A�ND GA�BLE BUNGHES, PL.AC.STIG PIPES UP TO 2" �' _ OF 5Y5T�M5 �5 M�Y BE P0551SL.� 1NITH PRE-EXISTING GONDITIONS DIA�. WITHOUT �l7DITION�L GOLL�R �ND MET�1.. PIPES U�' T� 6". A�ND SHA�LL BE �PPR01/ED SY THE GHEIP BUILDING INSPEGTOR E. HILTI GP 636 FIRESTOP MORT�R TO BE US�D POR � C�EN- � EXI5TN6 1�"DE�' � oae�.� -r Gor��� �ND/OR THE V�IL FIRE M�RSH�L.L A�5 THEY M�Y 17EGIDE. �R�L FIR�STOP MORT�R �4T M�50NRY P�NETfi�TIONS. - 61RDER5 YVITH 10"BE�WI p�, �,�. T�� E. HILTI GP 63� PIRESTOP MORTA�R TO BE U5EI7 �'OR 51NGL.� � g��� � 3" G�BLE, G�BLE BUNGHES, G�BLE TR�4Y51�N1� L�RGE MULTI- GONG�� 5� � � PL� i'�N�TI�TIONS IN GOMBIN�TION I^IITH OTH�R PRODUGTS. Pou�asave. �+� �RE LI6HT YVEI6HT � � �. HILTI GP 64� FIREST�P J�GKET STEEL PIRE GOLLA�R YVITH GONGRETE BF�MS. � ,.� . ., , : ., ; ,,, i ; , . ,. , , n SN�P, UP TO 4 HOURS. POR U5E WITH PL�STIG PIPES UP TO • •~ , 4 . • � •„, ,J♦ � •. r ='�:• . . . . •' 10" DI�. • •• \. . �� .\., . . �., i ,,S. '� ��;: G. HILTI GP 620 FIiZESTOP FO�M TO BE USED TO FILL IN WHERE REQUIRED �5 P�RT OF A� GOMPLETE �IRESTOP 5Y5TEM . STEEL Wq7E FLP�N6E B�5 5,.,�.�., � �LL FIR�STOP PROI7UGT5 A�R� TO B� US�D P�R M�NUF�4GTUR�RS GOP.TIED WRFf MA5TIG SPEGIFIG�TIONS FOR �PPLIG,�TIONS SPEGIFIG�LLY NOTED THEREIN, �ND � WFFERE GONGRETE oouB� 'T" BEr4M5 DO IN GONDITIONS SPEGIFIG�LLY ,�PPROVEI7 FOR TH� PROl7UGT. NOT REST ON STEEL. O r- . O�t �I T� I�l���T I G�T I O�l ��QU I��I� ST�L BEJWI - W8 X�4 - - - - - - - - - • - - M�STIG GO�TIh16-ONE Mn�, 51ZE - � - - - - - � � � � � � - _ _ _ GOMPONPNT 5PRf4Y BEA�M 51ZE5 A�RE SHOWN FROM ORIGINA�L. DRA�WINGS �ND GUR50RY ---------- ' M�4T�?IA�L pPPLIEfl M 51'I� INSPEGTIONS BY TH� �RGHITEGT �ND TH� GONTR�GTOR MORE TH1tiN ONE G0�4T - - - - - - - � - � A,s nisewBEn n� TMe �LL DIMEN510N5 �eIZE TO BE FIELD 1/ERIFIED. IF A�KY MINIMUM :.: ..-. � "''�`""u�'�'�n'�� DIMEN510N5 G�LLED OUT IN THESE �7R�YVINGS �RE �XG�EnEfl THE GONTR�GTOR f�PPLIG/�.TIOhI 6LP5� F��?MFSH-11• � - - w IN5TRUGTION5 TO THE SH�LL NOTIFY THE A�RGHIT�GT SEFORE PR�GEEDING. WIDE, 38"LON6 PIEGE5 . .�. � TM��N��F '�� � OYVNERSHIP OF �RirNUN65 OF 6Lr455 FIBER ME5H • • SHOWQ�I a5 1 HOUR �.LL UNUSUA�L GONDITIONS DI��GOVERED N4T �51LY RE50L1/�D V�J6HM6 165 6/5F , .- -.-.- . � �T6�os °�� No. V�IITHIN THE GU117LINE5 SHOYVN SHA�LL BE RE50L1/EI7 ON 511� YVITH THE �PF'R01/A�L 'Thig drawing ig the property of rtiPPLIED �4T pPPR4X. ;� REgIT,+WGE DIR6GTORY, 5LIFER DE516N5 anQ is not to be M�°D� o� M''`5� � � � � � � � � � vot.. �, BF�M5 J4RE TO O� THE TOY GH�I� BUIL171NG INSPEGTOR �ND/OR THE 1/�IL FIR� M�RSH�LL IN �eGREEMENT. reproduced or copied in whole Gp,�fiy6 � � � BE��� �� � or in part without written congent of SLIFER DE516N5. It ig NOTE: SL�B GONI�ITIONS . . . . . . . . . . . . . . EXPDXY PRIMER. y p J MAY YARY. 5TE.EL BElrM ' � � T�'���°'�- ���� �G• to be used onl for the ro ect PR4TEGTION TO REM�IN -rn'E 'ri� SUBLIMING identified�rein annd i J not to be MA5TIG GOATIN6. used on a other ro ect. It IS ���' INVE5TI6,�TE3� FOR to be returned upon reqluest. IFITERiOR 6EN.PURP05E. 02003 SLIFER DESIGNS - THE �BOYE 5i'R,�YED M�STIG PROTEGTION 15 INT�NDEI7 }�5 ,� dAMES DAVID DAWKINS AIA , JOB NO: 814�I GUInE POR THE GONTRP�GTOR. 1�L.L UNPROT�G'T�D SE�MS �4RE � COL�RADO REG. N0. 306139 D�p,y� g�; 5� TO BE PROTEGTEI� SY �e UL �PPR0I�ED 5Y5TEM OR GOMBI1�l�TION f,��,p C OC � c.�euc�° BY: Tc OP 5Y5T�M5 �5 MA�Y SE P0551SLE WITH PRE-EXISTING GONDITIONS ,�� 9a �NI7 SH,�LL B� �PPRO�/E]7 BY TH� GH�I� SUIL171NG INSPEGTOR � � o A�Nn/OR THE 1�A�IL �IRE 1�I�R5H�LL �5 THEY M�Y DEGIDE. "°�: °�n°"�'i- B� �. '°A �, PROTEGTIOhI 5YST�M5 � I� Q�2 � fi�0i�05�D fi ROT�GTION� �O� �,XISTI�IG 1�lID� �I�NG� ��NtS SHal-1- 6E USED WHERE � 139 � � EXI5TIN6 GONDITIOhl5 �' V pLI.OW,4ND SHALL BE,�4T � F i j i �D C �'�� ID 9.2 ��: 3"=1'-0" PROP05ED 5Y5TEM B�SED ON s � - 2005 UL D�51GN NO. H 814 r�+e DiscR�oK o� -r+�e �, UNRESTRArINEfl BEA�M R�TING - 1 HR. GHIEF BUILDIN6 OFFIGI,4L � ~-- 3� OF THE TONC�1 OF YaIL. a BEP'A'� � PENETRI�TION � 1�ETAILS F �;`m� '� , .. � , , , , , T SUPPL�I��NTAL MAP �OR . �IR� � � . � � �-�� •��������o � i - _� T4WN Q� VAIL �A�LE COUNTY, �OLQf�ADCJ - � c:h;tt'1'Ih'1( A'll ��I I)I,Ui�'A'I'll)N Il►R M��ItIt;Al;l Ul�l�l!I'It Uk DI;�;U (►1' 'i'itIJS'I` Ht�I�DE,R � �1 INTERS7ATE 70 - cF,iz��rF irn�rr, o�' DEU1CA11C1N 1NU (1WN1-,k:;uiF� � hnua al [ �nPn ba thP:;F� p�ett�>nts ih�it 4uq�F� c;����n, ftudnc�� f ;'lilri , i;li�,+l���ll� N Ku��N ��li mi�n U� Ih��;cc> prc:,E�nt:, tl►al lti �llt�auhot VatJ , ('�hicc�tpMutlyayE� aud c ��nun���� �,il "l►CNt , I'ir.�cY A, Iidrber'i Ri�olla ��nd c;hai ic�a II. Ita�t��iiU��i�}l , hk•in�.t uwiirt:� in IF,e� f;implc� f'E�drial fl�+nh, �+ ic�dei ��l ,t�,vinqy I��tnh, bc�inq tti�.� bent�ileia� ir�; ut �� mortqaqe ur dc�c�r1 ��I - c A ( lll3f un tli��t r���al ptciF�t�� l� ,atuat�d in thr 9'own n( Vr�il , (7,iyl�� t'���uity , �'��lnind��, , N ` r�f �ilJ tliat teHl pC��perFr ,�ilu��tt�<I in �li�� I �wu ot ���iii � N,aqlF� c'��i�iity , �'��Jc�rad��, C (IP'aC1 I I)P(j a:; I��1 I uw:, ' 4�f'8C'TIhGC� d8 �O��Oh:l: � �� c;and�minium unit:; 1 thru 4, C���t• t't��eh Pl��<<� fiuild�ng, ac�•ordiny tc, thr� (:ondc�m�ntum M����� � _ � � o � Sl!RV�YCi{t'S CF.kT}tiE'AI'E e'oncluminium tlnits 1 lllru 4, l'ond��min�uro Uiiit "t'enlhons�°,', c;�immel ����+1 Units � lh�u l�, filed fot' tec���rd S��ptr.mb��r 1"1, 1971 an No��k 2.?.1 at PayF 11"1 aatd a:� dHEint�d �n 1 ��� Y �. • � � • w c�f thr Guie Creek I'laza Dutldinq, s�rrc�cdinq ko tl��� c'c�ndom�ni�ua M��p I � Icd tai rr��o�d S���l�'mbPi ���ndomzn�.um Uecla�atinn ce��c�rded Septc�mbet t6, 1971 in f;o�h I7,] at F'dqe 69g �►nd ll�c � �-""�L' ! 1 c9c� I�P�ebp rerlifv th��l I am a tPq�slwic.>d Land �u�veyo� ltc:�natcl iu�dct thE� la s � 11, 1911 in I}o�ti 331 at I'ayf� 'lll ��nd <<.: detiu��d iu tht� �'undnmini�im I���rl�itation ic�r��yrdc�d Amendm�nt thcrnt,o i�ce�rdE�<f O�tolacr '?.7, 191] in D�ok 'L?.,7 ��t P4igP 74, County ot F��y �° e H � � xtate ot C�Lc�tadu, lhdt thls r.c�pdominlum map Ts k►ue, raiiecl and ro�n��l�t� �:� laid uu� , ± Septembec 16, ]911 �n �look %?1 r�t Naqt� G9R and the Am��ndment thhie�lc� it�c•nidcd ��tc�k►�I � K � tR�c� c c �t�N State nt Cnl��rado. _�ua ATMIt plattc�d, d�dtc:ated and shown hc>>eon, that ,uch ronduminium map wau made i �r�m an ,'"l. 1911 �n f3ook 22:' al P��qt� 14, ('a�mt� ot 1;ayIF�, Statc� c�f c.'ulo�adc� o ""''�T �` a�cu�ate survey c�t 5a�.d pt.operty by me and und��� my supe�viston and corter,t ly shows the hereby consc�nt lo lhe pcuvisi��ps ot this "Fir�t Supplemental Map Ecir (�ore CceE�k t�lar�i ��� h�T� izontal and vrrtiral 1c�caC�on �and climensions of tlie uuildinp contd�ninq th� � .,,' unit:� t e rc�ndominium u�ut�, parcela anc� E��sements c�f said candominium � d� hereby �ubm�t this "F'i.r5t 5upplE'mental Map !or Goce Creek l�laza [fuild�nq" ��.� the [Juildtng" and Ih� Secand C►mendment lu �;c�ndomir�ium Derlaration f�c Goie� (:�eek P �ira condominium , h rovisions of lhe C�ndominium Ueclaeation �er�rded SeptPmbe� l6, 19l1 in Buok 2.?,l at Ouildllaq �e�cc,��led in Ei�ok a1 P�q�a � iuc : • map, and the Ua►cPl �.s staked u�on th� yiou�id in comp]ia►ic�e aith at�l�►lir.able requJatioi�s P � t s � Page 698, and 1.he Amendmer�t thereto rec•arded Octobc�r ?'1, 197J in Nook 2,2'L at Pdye '1�, 4 Y _W N governing the :>ubd�vis�on c�f, l,�and. � and the Seeand Amendmeni: lo Condr�m�niun� beclaCatic�n [��t Gore Crc�E�k Pla�a fluild,nq �,�;c�cuted lli�s �iay ��t , A.11. , ]992. so ae 4 Fs - - � � a+ � _ _._ -.---- --•y , ,a.i). , rer_c�rded in fiook � at Pa�e � _ � � 7 • � ln wltne�y the►ec�t I h<�ve aHt ;my h�nd and s�al th�s day ot � MOItTGAGFE,. �onduu�iuium Unal ► s � l99?. E;xc�cuted tha:� MURTGAGC,I:,• �'��nclomin��.u[r Un�l:;. 1 & ? � 5 p __ day of _. _ __ , A.l) , 1992. ' , � � : � c. � � 1'IrVai;]11Rc�acl `,a, 1 (:�ticorp Mc�Ltgagc�, 1nc,• __ _ . Address: + � � .. _ � ___..._ . -- y� ____. ___....� _ _.,.____. _ _..__ __ ___. . __ ()WNF�ItS. , . _ ._ _ 'nucrE 5tan Hogfeldt Vail, C.0 al ��f r+aea e _ . . __ __...______ __ . __ _ _ . .�., - - --- - - z y / Colorad� N.L�.S. 3659A .. __.._..,__._.__._.__�___ ._- - -- - - - �- __.-. _ --._ __ _ _ . . _ �_ -- tly: Y. , �- AqgiP Givx�n R 'dneX F. .",l�fei (Tit1F) _ _ _ (7'ytle) _ .�_� _ __ $UB.J�CT SITE NU7'FS: _ __ _ �.OlUr��981G57eet Addteas:_� .�.__ .�___.___ _ VICINITY Mf�� (1) Date of Survey• De�ember 1990 , ._ _---.___ . __ _ ___ _ MOR9'c;AG(,I`� Curidomiuium Unat 1 � �.r,._ . ..�,r......Y-... (21 Stceet Address; 191 Gore Cceek Di.tvP , NO SCALE , (3) B�ais c�( Hearings ia a ]ine coi7nectiny the existlnq monumei►lation marklny the M W M ^ _^ _ _ . _ _ � Conimec�,��il I�ed�ral Ij�an , " weeterly line of the Bell T�xer Condominiume being S]0°93'00"� (see drawinyl • Elar.abeth w•~�li��C P ecc� A. �arb�i�i-Itiv�lt�a ,� Federal �,.iv�nqr, l�ank i (9) Monumentatian a� noted herean. 2:f0 Aridqe SCceet A�dress: ___.._._ " _"_ _ _ '._l'_ Addr��q:�: � _. (5) Elevations ahown hereon �rp basPd on View Aoant N6 Uacksaght 1'o7nt ot l.he Vail, CO 81657 ._ __�__ _ ___ --• - - • ^ ""' "�-- -- ^� � SEt PM 8 CAP rown c�i ���il View Corrodor Ordinanr,e beiny at an elevation of 8160.90. '� A P�.�. � � A� �,.��►K 5�� L,S. No. i68?7 !G) As �h.o�n h�reau, "G,C.E�•" ind�c'�te� General Common ELements, as the san�e ar� _ _ _ _ ^- lfy, clet�t�ed in th� Condominium E�c�cl�rat�a►i. �� � ('fit ]<�) � ( 1) An :�hnwu heret�n, "1,.C.F,. unir " indicat.es L,imited Cc�mmc�n k�lements I ' ` 6�J•�� 'r appurlendnt tci y partirula� unal , as the same ��re def�nc�d �n lhe Cdndom�nt�nn Charlr�.a N,µ kc�sc�nc�uist , � , , G.C.E. w, AddcQ:�ti M _. __ � _.. • RQCK WALL ANp Decl�iralinr►. 1 n 11 �m .i �P,� W wI.AN'T`Eft WITH� :t I 1 t F () � ��.�. � SEE DETAIL ON w,'"�9��7,W 2q.3 � -�'"''r� c'�)I N I 1 ��1 , THIS P�OE �� � � 4.2 s�rn�t F ��t � FND X IN CONCRETE )< <. w. �� u C�UN't lOf � 4 I) , 1'�'� ' l�� :. O _ _ _ Ihr� r„t������inq in�,lium� ni �•i�� ,i�'I�IIfIkII�(I��PII bt�ln� �, mr. lh►, < <�� �� �i , , i (n I �i :,IH�iii� ��I \.ii � � . ..�..�"" 4.7 � N � (hc> f���f>qoinU insttuln��nt u�i:•, i��l�nnr.lr�rl�irrl bE�to�c? niE� Ihi�; �1,ir nl . � , ' N � � � � SE7 PIN 8 CAP � Q � � AO, 1')9'' b�� Aqqlc� l,i�t��u �1� �'c�mwi;;�,i��u ��,piir, L.S. 1yo. 1682� �'' W STAIRS W17�1 • ' M� t'unimf s:otc�n E�rpi i�:. N I I lir,�, m� li,in�l �u�l �,���i I ' � ����IA�. � � � I SPACE ��LOW � W� 1 nca�,;, u�� hand aud :,Fa I Nut��i � I��il�1 i� , (SWEET 9ASII. AGC�5S ) cn N _ 1d��t��:::,: , .p 1� tr'ol,i1 i F'uhl i<� ' ,SP1RA►L � � 1�1�it��: ��• i STAIR OPENIN(3 �.� C,� _ . , _ ( � � . �� � . � � � Q , UT�I.ITY aj ,,i n��I ��i ) s�rn�n n� � )�,�, �, � �x ' � � _ _.� - " ):,��. i�c►UNi'Y c1r 1 i, � �r Q1J1"LIN,� OF UNO�ROROUND (J1 ('OUN1'ti UI __. ___.� . � , i� � W�RKINO ROOF �. (3.G.E. � � - - ' . Q 1'h�� I�,tc�q��in�l �n.stt�nn��lit wr��, �+rf.n+�wl���lc�E�d ht�fui�� iuc� Ilii�� �I<�r ul � „ , 7'h� tc�teyolnq instruni�nl N�i:� �irkn��wlF�dae�l b furr mr tlii.; dav ��I �.� , �9� ' f�� ,�;; ' f ;• � � �1.D. , 199;? lap RodnPy I . SI11N1 anrl h,i�7abelti N. Slil��i , ��it �rc�tP Morin�i<���, lur I '� V , � � �•� ' BELI. TOWER ' � ` outsio� o �,o' - � CONDOMINIUMS My Comni�:;s�on Pxpi�es. , M� Cc�mm���s�un ����,i i ���� �V ' $TAIRS , W1!nc�s:; my hand �nd seal � N'L(IIP9,^ inv liriud .in�l ;,����t } � FIFtST F�.00R •� __ _.. _ - - -- -- - N -- �- Notat`v Publ �c N�l��t Y E'ubl t<• � w'" S STORY WOOD ANO CONCRET� �.3 � Addcc:s:�: _ _ _. - � - lcldic�ss• _ _ COMMERCIAL BUILDINQ - - - - �"' � ' " - ~ O.C.E. , � � � � AREA OF I.OT = 0.1734 ACRES BEL� TOWER GONDOMINIUMS� STAIRS S'rn7'M: O� ,_ ___�_ __ � � BEING USEQ fOR �1CC�S3 BY GORE CR�EK . S'rArk UI PLAZA CONpRMINiUMS ��'� � ,`'. � � _^�.. COUN'FY OF __� --- -- - -- - � ('OUN('1' OF � � � 148 The tareqc�itt instrumenl w,it� a<:kne�wlPdu��d b�tore me lhy:� day pf . - - - , 'Ply� fc�re9�>i�iu in:,t �umE�nl a<i�� ���•},n�iwle�clUed betc�te mv lhts dav u � y _ ` -_ _ _ _ „� S�,f+�MQ�K ���E � A.I) , 14�1" bv Pieto A. tiaih�i i Rlvolta. A.D. , 199^ 1,� �•; 1 ('r�mmerrlal ic�dr���l It,inl�� �,i Nrd��r�il :�avinys liank � 3!� 8 �TH , Wk1.L FLAN�� My c'ommi saiun exP���g: . ' ' 1:� IEV�t, DLCKB N'ilness my,hauti a�id �t:al. My Commi:ayac>n a�cp� � f�:� I . . ,.�.. - _ _� _ ._ �u► i.0� WitltHS:� my han�.i ,�ii�l �s���� .�� N�tary Piibl ic i ' . _ _ . _ Notai � Publir ' AcldrPSS� � Add� �?�;:;: I ' '� � � i�! \ � 4.6 G.C.E I '��w ' YENT SUPPOR7 S'PA'1 F: c1F _. ._._�_. _ __. _ __ � '1'19'l,F CEIt"I'r F I c'n I I \ � A.3� .8 SYSTEM _ _ _. ___ _ . ):;;s ; ol p' 5� 10� 2� C'�UN'il' OG ) l �+nil 1 i l 1� r,n�,►�int r�� t umn��n� ,I�,� �, li��t E�I� r��i t � f� that i h�� � i t IE� t ci ��I I I�iii�i� z�li��an u�,�,i� 5 , , I ' ' ' IQ �. I�� = lO� , �}I l:i � 111r1� �)�4� �Id'� �11'+l'll F''�JII1111��(� �Illl� 1 6 VP4�f°l� lll' ' OUTLI�IE OF UNI��iRBFtOlkNO , SC l, I'hE� tul•eyo]nU �ri3t �umF�ut w�i:, d�•knr,wl��dyt�d t���lo�t� mr thi;i �lav uf PARIpN6 ROOF F'OR SITZMARK l0Q(iE � 7-WID� CONCR�'TE � A.U„ l99? bv Ch�tlF�s II ft�r.;��ny��i:;l A��qi�� Gi�ir�n, kculn���� I , : lil� i ll «abe>th w :;l� t�,t , l'ic�ic� 4 Ifaii,c�ii Ri���ll,i .inu ; � , � oa�N ro �? wa�.�. eEU�w r�i�,� �c� F� �s�,:,���i�,uit.� , ' b.C.E. OECK A� STEp� w BIDG. � M v t �,min t�;:z���n ���p� <<'�a .. FOR IOWER LE1/EL �' OVHQ. . W�t nt .�, mv hand �nd ��o��I ,i,id l lial t i t I�� ��� �,u��h l,+u�i:, �: I i��r� .tnd c�lF,a� c•�f a l i I i��n:, ,uid ��tiruml,i ,iur�,�, f,,� �,��i I I.f� I . A�� ` � w IQ� N84°2�03'�E ,i�, tul lua., _ - - .4� N Not�iiy 1'nbli� � 14.0 � � ,1ddr r�:s::: � , 7.4� w �= 4� 21.0 N S05'�37;E , - - � ~ 20.9 �--"' �' 'p � 4.9 N 4°2,3 E I �""..... "�-- � 1.8� A� + N :.g� --""" �_ 3.T 13 6 �HO. S05°3 'E � _ _ I N8�2�'E 13.2 0 � e!► .,,,.,....,.- '�� FIJJOf� 3.9� - � 2 IQ.6 �pQ o PLA�T�R �CK L.C.E. UNIT B O.C.E. S842.Q'S�'W �__ � Q.�.�. OVHO. BRICK 6RICK I Q CONCliETE L.C.�. UN17 8 %ONiN�� ADMI Nl S7'CtA'POR ('k�.'It7'1 F 1['A'I F � SITZMARK BUILDINO �a 8R� O.C.E. AREA ( P�ATIO) g��s���E ��.,..�^' "'��— , _ , I � OUTLNIE � rav�S � OS 37�W PROPERTY LINE I)sit�,cl t li i�� �1,�� ��t , ;i.f). , I W<) �, ( PATIO ) ° F'Np.��X�� It� PAV��S 2, 1'hi:� cc�ndominium map i:3 IlE'IE`br .►I>4�iu���d h� Ihe T'own u! ��iil /.onluq Adrnini:;iiaic�i th�^ � 1.0 WIQE 16.5� ti�y ut , 1.U , I 99;: l,antl 'i'i t 1 f� c,u��i ant��F� C�,in���+u� � ROCK WAL.L � , ' . � ' �� � 15c►� s57 i . 8.8 � . � V��� 1 , t:t► RIb'.�3s , STEE L A l t c�s t � � �ti� CONCRET� $0573�'E 1 8�.�� �,._..-- CONCRETE FOUNOATION FOR 63•�' CpLUMN � �2.{ OL'A35 WAI.L _ . i - - NOS°3?'W w 24.?� o. ---- -- - - - - � - jti : ., 19.7 r ' � G4AS$ WAL.I, i ' �Slqpdtt�l��) ' T'Ur/l'I ('aPC1� Gc)171114 Ac1011111rk1'dtU! � 3ET IN f•lIP 4.1 t uw 7, a1.7�0(� � I'c,wr� �if VA11 , Culc,���d�, I'�.�Hn �7t ��ai I , C��inr�idn • -- - �.s. �o. ��'e2� ,rg4tT OQ- ��� ` �� � N�9 li'rii�t I1i110P �,nd t�tl��l � ...�'r" � �� _,,,.,.- pFtl�� , G���� � .3 S7EEL. COLt1MN e Cf�;ItTiF1CA9'F uF' 7'AXk,S !'A]U ,,...- � r i �O�` 1 . thE� undc�r:z�yFitd, ciu hecF�br c�iltfy that� IhF c�nti�ca arnuunt c�( 1�»E��s duc� and payaUi�� CI,KRK ANU ItFc'UKbllt't; �'Gkl'iFICA91 :� of _ . up��n <� 1 pflt�'t�lk< <�[ rE±al c��lal�a rl4atar•r�ht�d ��n khi:. S3LASS WAI.L :i t __ _ __ � � ' � ' c�c�ndnminiun► m�jp �t•E� p�id in full I'hi:a rc>nQominium n��ip wa.a f il«�d fc�i i��rutrf in tli� uF( �c•n ut thcs ('lril. .in�i kF���ntd��i un ,� ff11S f.��i4 ��� / , A.D , 199;� dl ��'rlrarh M k��c���►dE+�i uu� ��� I', D�TAIL pal�d thi& _ _ d,i� nt _ _. , A ll , 1997 R��rc��ticm No _ ii� [�aok �it I'dy� _ � ; �CAL�� I/2��= I� -N41°04'05"W � " � � � ' , _ �Q�.00� � 1'�e�isurt�t ut Ea41e l:c�unt� , c'�lnradc� I - flt�tk and kccc'>>dE�� , ' � h,�iqlE� t:uunlr , Colc7iadu � � • . � ^ . , .6� STEEL COLUMN . 13� --- , DFpuly i ! i ` �, �� : � - .► � ' � NO'TICE: ! y,� ��+����I�hMRayB�24,�gl�-Vell 2'� Accoxdang to Cvlosado �.aw you must �ammence any legal actxon based upon any defect � PROPERTY LINE in thxs survey within th�ee yeara after you £irst discover such def�ct. 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SQU,��z.�. �' � ��ae , .._....__�._�_.. � -No`�'�. : Su�P��.t�QCO��.t� L�aac�s -- .: (' p ���� , � �e, �'pp'T' UNL.�S� NOT�d� I FI�.QO1� ��� ' � . �, : `�UPER.IIA,IX�S� IAA�S � �!v� �P�SZ SQU�- l. � rld N(a'(' x� ��,;:•y" C�X3�'CZ�7E "CbPi�ItVG� C>VtiT1Z 'PR.�GI�T`1�2G3Tt2�:'SS�� UNIT'S , , , CROUND FL.qO!R �I��►M1�1�3 ��-�. ��.�- ��o �..�.� (.;t)a0�.5'��1� dblJ'f"l IUUcJLS�✓ +�lT PDl�1�+ED������K�6���tc�lz. $1°Alk3, t�1"t31tF.�C� WIT�`�t�' 'ICdP'F'IN� • ,PrD,D �..� � � AT 10 N �A.`T bJ l lJ1�WS• '`��'�'�4CL I'1"t..�.TUIGA�.. �7�1 L�a SW LG-�t'9 `x23�°•� � �O��D � G,x,G,-�l W.W-�' . �F�i'�"�IL '� -t'�j P.�` G"T�!NGK.. W tRi-- i �'�:-u�c�n nbc� o�t���"s i�orz.� rN Z',�cc�v�ss �s+�ta�c...�+A,vc� CzJ"`� e�'e�'¢'6 co,u-rt,uvovs �P�r�ts�. '_ � Td� �stxt. �aur. 7�4�5 RetNK���T" J� w A�vlrio,� � �re� ' -T�7u8ED caruc¢et� �V+�t.�.S K� � � wr+c.�g ov�¢. It•T�+tc.�� er�V�G3J'" '� . � I �Ri�''NTb mF �,+au., coc�2a�• . �33i1a� m��Nqu.. i=o"rf+rGK-. I�'e� or�u�is� �vat..c_-t-"c�mYr��s -ro �r�4v�' � m�'se7'�c,N , i _uu�ss Uc� p ,,���,.�,Ti�s • t-47'-Op FOUNDATION GEPlERAL MOTES �.uva-r�ot� tao'm��� �` 1 , 7he Foundatinn Design 9s bas��don 13GULipan�Street,�Denver��Cnlorado, I by Kal Zeff and Associates , 80223 . The logs of borings shown are�C,°�edtat thedsite ,�buthare�not�ctor, � �s to wh�t soil con�itions may be exp � i a guarantee as representing all conditions that may occur . i tin s shall bear on firm, undisturbed soil � 2. Foottng Depth : A11 fao 9 j 5,000 lbs . per sq . ft. bearing capacity . Al1 e�terior foo�in�s sha I be a minimum of 3 ' -6" below finished grade and � minimum of 2 �0" i , below na�ural grade . Interior faatinc�s wer� determined as accurate y , , as ossible and sha11 be ad�usted as required to maintain the above � minimums at no incr�ase in contract pryce. No footin� to bear on �op � soil or "black earth" . Verify existing conditians with llrchitect be- � fore formi ng for footi ngs . � b and the f� rst f loor RCEMENI' FOR IIOLLOW u��IT t�lA50NRY 11NU CONCaETk: wQ�K $f�A�� COt•1P � 3 , Qackfill i�ote• Both the basement floor s�� backfill is to be A l. MYNIMUM REINFO _ i stt^uctural system are �o be insta1led before any ls . aEqUIREPIEN7S OF THE UNIFORM BUYLDING COD� AS ADOPT�p �R At4ENQ D i (�,6) WA7ERPROOFING • . � , placed ac��inst bearing or exterior wa W��TH ALL OF THE � er roofing all walls cf Basement on exterior facp below grade . f A• Wa� p � „ no��� applied in strict BY Tf1E TOWN 0� VAIL., COLORADO BUILDING CO�� ., SNEET NO.: ( ` th 2 heavy coa ts o f B a r r e t� H y d r o . o f w i . 7went y-four hnur s s h a l l �,,.�U����l���s�b �j�,�c, � .Q r L I. L Q P�d S �l C i G�.I�"C �U�.1 C i r�Y Q� �T�UINT�. .�, _ g , Waterpro nufacturer' s instructions ��,.,, COMM. 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CIC�I�E)lC.S strt�ni� fi3 g�tr�;wirv E;'ac to sle�,!�<��s[�2�N" �c s��F,�7a�tir�� �/a" nb rnc��l I,�tl� �� ' �� , �� � ar�c3?�;e"cor7cr��fs;siak� (C3iw ha�w r;s,ira���cct cuid t�i�tEesir�ar�Fd) , �� y' �� ,,� �� , � , , „\\ \� \ \ , .��_' _ \ ' a � , ,_ - - - __t�. --- -- _ ;� F�p��ax Geihng --— -- - - - _ Wetyfit 2 psf �=����r�:,� ��n r-c-ia.�. ��-��-s� Soui�d 7est� �ec�C 2030 (NGC 4075.3-25-6�j �� ���.� �a. �c ���a � � ������� _ � �aut� ���� ' �YPSUM WALLSC7RRC7,STEEL JC7iS�"5,CONCR�TE SLt�B One(ayer j/2"type X gypsum wailboard or gypsurn veneer base appiied ai right angies ta i -�---`T --_____, _ _ m,. �_ __.� n �d furnn cl�annels 24" o c wiih 1"T e S dr waii screws 12" o c m fiefd G sum �"""�""�'-�'�""'"""�°•"°`�"""; J J YA Y Yp �-�`-_.,��",.`.., _—_.;,,__�`__ ____,�.-,�-��,-- board end �aints lacated midway between continuous channeis and at4ached to I j �;: ,,� 4� / �� � adddianai pieces of channei 52"long with screws 8"a c Furrmg channeis wire tied to !. j' � �� �\ �� ��� ' p�en web sfeel �aists 24" o c support�ng a/a" r�b metal lath or 9/�s" deep 28 c�a�e �;� ` '1 \,, y ��, �i �, carrugated stee!and 2"concreie siab measured fraim top of flute (Passed 90 minute fire �___y__ \>>.,.:.�_____ �_���*��%�—�_ �5 test restraineci and unrestra�ned) — -�=F-=-- -�.—.-- -"�-�-'� Appr�x Ceii�ng Weiyht 2 psf Fire Test UL R2717-30,6-12-64, ( Ul.Design G5Q2 J � � ; Gl�.FtLE i�t0.�FC �1�0� � G�iV�l�l� 1 HCtU�3 � Y �IFtE GYPSUM WALL�OARD,S7'E�L JOIS'iS,C�ONCREI"E SCAB � One(ayer 5/a"type X gypsum wallboard or gypsum veneer base apphed at nght angles€o t y��� �¢�x� ;���� 35/s" ar 6" steei studs 16' o o w�th 1" Type S drywalt scr�ws 12" a c Studs placed _l,'�_�—__!---_-��--___�_m_:� �� 4j horizontally to form ceding envelope without direct attachment ta�oists except at stud , l� � ends At end�oint locations a 54"long backing stud is a#tached to the contmuous stud s� � I� wtth six 3!a" long seif tappmg screws i0" o c Studs wifh a stud sleeve on one end � � �� i inserted in runners around side walis suspended by 1/e°x 1"sfeei stiaps from open 4veb �---- � - -__-----�_= steef bar�aists 24°o c support�ng 3/s"nb metai Iath and 2"cancreie slab I MaxEmum span for 35/a"studs is i1'i0"at 16"o c and for 6"studs is 12'90"at i6"a c � _� Approx Ceding Weight 2 5 psf Fire Test OSU T-3694, 11-5-66 _.._R _.�-----_—,� � GA`�ILE �It7.��� 1145��, ; _ . ����I�,El�tG � � '1 NOlIR � � FIt�E ' �. � GYPSl3M WALLBQARD,RESIl.IENT CHANNELB,STEEi.JOISTS, COhiCAETE SLAB _ �-- i � One layer�/z"fype X gypsum wailboard or gypsum veneer base apphed at right angles!o i--- � resElient furr�ng channeis 24"o c with 1"Type S drywail screws 12"o c set back 2"fram i � edges Gypsum board end �omts lacated midway between contmuous channels ar7c� '' i attached io additional piec�s of channel 60"long wifh screws 12"o c.Furnng channels �___.___ -----_-----•----===T=�---`_=--=-=i , appired at nght angies to 6"X'I5I8°flanged 18 gage steel channel�oists 24"o c wiih two �/s"Type 5-12 drywall screws at eacf7�o�st .loisfs supporUng 25 gage carrugated metai deck and 2"(measured from top of flute)I�ght we�ght, 1Q5 pcf,conerete slab (One haur Rpprax Ceihng unrestrained) Weight 2 psf ' Fire Test FM FC 245-t, 1-27-77 100 --- ---- GR-G00-2QQ3 � ' ISSUE RECORD � JAN 28,2006 PEG SUBMITTP�L MAY II,2006 PERMIT SET � 112'-8 3/4" ------------------- - - - - DEGK BRG I07'-O" ------------------- DEGK BRG V �Z � V J ? aa� o° � � ------------------- ------------------�------ PENTHDUSE - --T-- ---------- ----- ------------------- m 5 Q J � � �,� om�� W�O� ��� J �o " oG :' � ��°° 8_I i_O�i � �°.¢a -_- ___ _-__---_---_ � '-�> ------------------- - ---- ---- ----- ----- ____ - --_- ----_ _-- � THIRD �LODR Z � � o U Z 0 , � EXIBTIN6 WOOD 91DIN6 TO REMAIN W OO � �� � ��'�� C ��� � � 7q -o ----- -------------- ------ ------------- �'� ��, ---- ------ ----------- -------- ---------- -------------------------------- WlLll � S�GOND FLOOR , � , r�w iaooF(ro rv,rcF+exisnr� C� ova�sv�r sasiU � i � + r�w wirivows f ,r WOOD 51DIN6 TO BE REPL�iGED �` . ` ❑ WITH STUGCA TO ML4TGH SN�T G ' � i . BA51L ELEVATION s�� n n��// b�f'-O" --- � ri�: --- --- --- - GROUND FLOOR T FRITZLEN �----------------- --r --- --------- ------- ----------------------- PIE R C E 66'_5" J, GORE GR�EK PL�tZA ENTRY O f 5a'-O" . ---------------- GP�RP�G� ----------------- ARC HITECTS 1650 E VaII VaAq Dr Fallrldge G7 Vail C0a165] vailaRhileclsmm fu(9]0)4)6J901 (9]0)4]bfi]03 NORTH EL� � 1�OfiZT� �L���T I O�l [i�i�O�OS�D] PROPOSED] so� SGALE I/4" = I'-O" ��� ' - � � � � ISSUE RECORD ` „ �SS 2X2W4 MAY II,2006 � GONT 10 x20 GA TRAGK �w.�iT ser � LEDGER SGR�W�D TO (E) WALL STUDS W/ (2)-#10 x 2" SGREWS � . . , � " '' 0 . O O ' � �b x26 GA ST��L D�GK (WLGR,4�T O 6G26 OR (N) H55 4x2xY4 � �`��"', �1�Ti�Y 5T� I � S�GT I O1� ' (U LAY�R OF 5/e" 'TYP� X' 2 G B W/ 2" RIDGID INSUL D312 � (GA �ILE NO �4ao) SG�LE• 3/4" = I '-p" TOPP�D W I TH GARL I SLE I W P M�MBRANE (�) LAY�RS OP 5/8" 'TYPE X' G B �i W� 3�4° STUGGO FIN15H � METAL G�4P (TO � MATGH EXISTING) �LASHING V 'I 51 MPSON A35 � �,4 R,4�TER Z ' - � U I — J ? -ta�-o�� - ,, . • • ..° , m T O TOPPING � " ; 8��x� a/8��x20 G,4 — — — — — — m � ; G-.1015T5 � 24" Q ;Q� O G W/ R38 I NSUL N �m�? I Q W�°� � (E) 12" DT'S �O T� J �o�� 2x P A S G I?� (T O --- — � o 0 0 0 � ��" M?�TGH EXISTING) SIMPSON H5, TYP NEW FASG1,4 � 50�FIT �RE ?� GONTINUATION OF THE � �a�a EXISTING �,45G1� AND 50��IT OV�R SWEET B�t51L W �m`' I GONT 8"x 20 SOX HEADER (2)-8"x I 3/e"x�0 GA ~ � W z '� ` G,4 TRAGK G-JOISTS W/ 6"x20 G,4 TRAGK �GONTR�GTOR TO �I�LD \/ERYI�Y ALL M�ASUEM�NTS � o � (N) 3 5/e" M S TOP � BOT TO ENSURE �4 SEAMLE55 TRANSITIDN FROM �XISTING U o I, 6"xl 3�8"x 20 GA STE�L G-STUD TO NEW FASGIA � SOF�IT W ° �I (I) LAYERS O� 5/8" TRIMM�R � KING STUD, TYP �/ '� 'TYPE X' G B W/ 3/a." (I) LAYERS O� 5/e" 'TYPE X' G B �L50, PORTIONS O� THE SO��IT � �ASGIA ARE i, STUGGO �IN15H (GA �ILE NO 8002) GONSTRUGT�D WITH TH� U5� O� 2x LUMB�R - P�LL O� � � � ' , WHIGH AR� ALLOW�D (IBG 2003, 6031) ��, ��f . , (N) 6"x I 3/e"x20 Ga � , � � STEEL G-STUDS � 16", TYP S?�W-GUT (E) GONG TOPPING � � UA . � ' 6" WID� �OR (N) HSS, FILL � �' � PIE C ��- , I I 3" GONG TOPP I NG ON 9�(6" G?� SAGK I N W/ GONG � `�- ,� ' ST�EL D�GKING (VULGRAFT PLAT� -Y4"x4"x0'-6" W/ � � ' 9�° � O 6G26 OR EQIV) H55 2x2 I/ 2xl/ (2)3/e"� x 2" EXP ANGH �, �, � 4x5'-O° � 24" O G ` "� " � ; � ��,` i �--------� 6a�—o° 5��1 !1 d�,RITZLEN i i � a • . - � _ - I L_______________ __J •• . m TO TOPPING P I E RC E I I EXISTNG STRUGTUR� - tV � � REPLAG� W P MEMBRAN� W/ � 60 MIL W P OR GARLISL� . � SYSTEM 2 j GONG EDGE LSx3xY4 (LLV) D312 (E) 12" DT'S A R C H I T E C T 5 I 1650 E Vaq Vdlry Or FaIlrWge C-1 VaII,COB1fi5] vaila�chi�edsmm � HSS 4x2x�a� � E,4 I favl9�ol a�wtvm lwol a�bc�aa � H55 2x2x�'4 2�_6�� 4�� 2'-2" �1��� S�GT I O1� (5.�.�I `�O� I �) �S�GT ON I i D31I SG�4L� 3/4" = I '_O" �� � \ ������� ��/��� DESIGN CRITERIA. SWEET BASIL REMODEL JOB#0602-18 ' f'T/T/� �iiii� --------------------------------------- 79'-0 79'-0 �////� (E) 12" CMU WALL Floor Live Load ----------------------------------------- 100 psf �� v•• • sl . ��L�� , „ Roof Live Load - - 100 psf �- �p,DO RE�j � �T T�� (E) 2x6 T&G DECKING (E) 5 1/8x12 G.L. s � 48 '. T.0 TOPPING a a � ° T.0 TOPPING a ' � c� :��, tii• � Wind (3 second gust) - (90 mph Exp B) o ��Y R�' F � d a o ��i� BC/IRC �Ed tion Cate or ----------------------------------- 2003 ��� cc•� f 9 9 Y ---------------------------------- '"' ABBREVIATION LIST �" m� T �a 23y99 � ��/(�/// FOUNDATION DESIGN a,�°•e . /X///� �' • ��c. _ - - - - 1 L�� ���-9 o Design check of existing foundation is based on a maximum allowable beanng pressure of 5000 A B ANCHOR BOLT NAL•ENG� T 0 BM. psf according to the original structural plans A.F.F. ABOVE FINISHED FLOOR I ��� �E� 12" DT's A F G. ABOVE FINISHED GRADE �;ir1Y � ] � - - - -�- - REINFORCED CONCRETE• ADJ ADJUSTABLE I — - - - - - ANCH. ANCHOR - � 1/4" FITTED STFNR. � a. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi APPROX. APPROXIMATELY � N W12x72 EA. SIDE OF WEB b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM ARCH ARCHITECT � w I �I � � � � Specification A615 and shall be grade 60. BD BOARD � � ao , „ � (A992 STEEL) � � � BLDG. BUILDING �� Q `� 1 -0 I MIN. (N) W12x72 STEEL STUDS AND JOISTS BLKG. BLOCKING � Q ° BRG �'-7/8"x11"x0'-11 W/ (A992 STEEL) i I I (E) G L BM. BEAM U � Q p o°o o`�o 2 1 2"�x10" A.B.�s THRU BM. FLANGE � � a Stud subcontractor shall provide bridging and blocking as required for stability and stiffness of � N v a, a, i I I O- / I BOT BOTTOM Z � � I I �� �• CAP R-3/4"x12"x1�-0 � � the final wall or floor/roof assembly. B.O.W. BOTTOM OF WALL � o a z r� r� 1 1/2 -2 SHIM AND „ � � � b Metal studs and �osts shall be of the type, size, gauge and spacing indicated on the drawings, gRG BEARING Q `� o � � � � NON-SHRINK GROUT W� �4�-��2 � � wi t h minimum sec tion properties as specified. � � � i-- °' °' VERIFY BOND BMS. � � ( I THRU-BOLTS � � c. all 16-gauge and heavier structural studs and joists shall be formed from steel that conforms CANT CANTILEVER � � � w �.--,.--. IN THESE LOCATIONS � � � � to the requirements of ASTM 570-79 or ASTM A-446-D with a 50,000 psi minimum yield C.J CONTROL JOINT Q ,� � � � o Q � I I fi � CMU CONCRETE MASONRY UNIT � � cD v� J�� � 6x6 TRIMMER COL stress � d. All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms to CEM. CEMENT J � � � � _ � , I the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield stress CLG. CEILING ,. _ _ _ #3x1 -2 EPDXIED INTO � I I � '� -�- - -1- e Structural studs and �oists shall be coated with red zinc oxide paint, or shall be galvanized. � CENTERLINE � I I 5/8"�x3" HOLES DRILLED�� INTO � � � f All field-welded joints or ground areas shall be touched up with similar rust-inhibitive material. CLR. CLEARANCE p � � � _ _ _ _ � - � (E) GROUTED CELL � 32 O.C. „ � I I COL COLUMN U cv °�° M � -I- - � (ONE AT TOP AND ONE AT (E) 12 CMU WALL I I I BLOCK SOLID TO STEEL STEEL DECK CONC. CONCRETE - � � � `� I � I ( BOT. OF COL. TO BE REMOVED � � � � I I ) � � � COL. � TOP AND MID -HT. CONN CONNECTION � Q, a, � I I � a Steel roof and floor deck shall be the depth, gauge and rib type indicated on the drawings CONT CONTINUOUS -+� o o � � � � I b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A 446 having a CONST CONSTRUCTION � � � m � � mmimum yield strength of 33 ksi C P. CRIPPLE POST � J�x I I REMOVE INTERIOR SHELL OF � � Q � � C M U T O I N S T A L L R E I N F S T E E L, � � � c. Deck shall be manufactured and erected in accordance with standard recommendations of the C W. CRIPPLE WALL � � j�� REFORM END AND GROUT SOLID � I I S tee l Dec k Ins ti tu te DBL. DOUBLE � —� I d. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where � ( 4 - 5's VERT. I deck is used as a concrete form, the side of the deck in contact with the concrete shall be DET DETAIL I I ( ( � # � DIAG. DIAGONAL � phosphatized but not painted DWG DRAWING I I � � e Openings larger than 6" in diameter shall be approved by the structural engineer prior to DWL DOWEL � (E) FULLY GROUTED VERT CELL BR� » » > � � � (N) HSS5x5x1/4 being cut into the deck � � h'-7/8 x8 x0 -8 f. Use welding washers for deck with thickness less than 18 gauge. EA EACH � (DETERMINE LOCATION OF FIRST GROUTED � I I E J EXPANSION JOINT CELL INSIDE SWEET BASIL AND LOCATE BM. I � I ELEV. ELEVATION a I � I PKT. ADJACENT AS SHOWN) REMOVE CONC. TO WELD � I I STRUCTURAL STEEL• ~ I I BRG. R TO (E) BM. ENG. ENGINEER � _ _ - _ _�- - � � - � � ( I EQUIP. EQUIPMENT a Structural steel shall be detaded, fabncated and erected in accordance with the most current EQUIV. EQUIVALENT ' � � 1/4" 8" editions of AISC Specifications and Code of Standard Practice I I EXSTG. EXISTING ' � I � � --� � � � � b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and �E EXISTING " an les shall be ASTM A36 Tube sha es shall be ASTM A500 rade B. Pi es shall be ASTM � � 69 -0 - - - -- - - - - - - � 69 -0 9 P 9 P � T.O. TOPPING m a ° a , T.0 TOPPING a ° a a A53 grade B or ASTM A501 EXP EXPANSION � c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on plan are nominal EXT EXTERIOR w � � (approximate inside diameter) and refer to AISC pipe schedule dimensions. F.D. FLOOR DRAIN � I ( d All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and FDTN. FOUNDATION � � - - (E) W21 x68 FLR. FLOOR I I (E) 12�� DT's bolts used in timber connections may be ASTM A307 Bolt sizes shall be 3/4" diameter a unless noted otherwise. FRMG. FRAMING - - - - - - - - - 9 9 9 YP q � - �- e Bolts used in structural steel framin shall be the break-off, tor ue indicatin t e, or tor ue FTG. FOOTING � � � inpsection shall be provided as required by the building inspector GA. GAUGE � _ _ _ _ � _ I_ _ _ _ _ _ _ _ _ _ _ (E) 12'� DT's f. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum GALV. GALVANIZED w I I number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). GEN. GENERAL � a � (E) 12"x12" PRECAST (E) W21x68 g Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent G.L. GLUE-LAM � �"� � � I CONC COL. with the following minimum embedments: GYP. GYPSUM/GYPCRETE � � � � I I 1/2" diameter ---- 2 1/2" HDR. HEADER (E) 12"x12" PRECAST 5/8" diameter ---- 3" HORIZ. HORIZONTAL Q �, � CONC COL 3/4" diameter ---- 4" HSS HOLLOW STEEL SECTION � � � 3 h Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or HT. HEIGHT w � � SCALE: 3�4" = 1'-0" opproved equivalent anchor systems. Minimum embedments, if not specifically indicated on INT INTERIOR w Q � '' 5 S1 the drawings, shall be accordmg to the manufacturer's specifications INV. INVERTED Q� � �.� SCALE: 3/4" = 1'-0" i All welding shall be done by an AWS qualified welder. K KING STUD � � � � -- S1 � Delay painting within 3" of field welds until welds are completed JST JOIST � � CONT. 10"x20 GA TRACK k. Where corrosive soil conditions exist steel an les that are used to su ort exterior stone � a 9/16"x26 GA STEEL � g PP LAM LAMINATED a LEDGER SCREWED TO (E) veneer shall be galvanized and shall be attached to the foundation with galvanized or w DECK VULCRAFT LLV LONG LEG VERTICAL � WALL STUDS W/ (2)- (E) EXTERIOR WALL stainless steel expansion anchors LONGIT LONGITUDINAL �+ � � 0.6C26 OR EQUIV.) 10 x 2" SCREWS I. All grout beneath column base plates and steel beams at bearing shall be non-shrink, non- � � # LTWT. LIGHTWEIGHT O �� �� metallic type grout Grout shall have a minimum compressive strength of 2500 psi. LVL LAMINATED VENEER LUMBER �j � •. 8 x1 3/8 x20 GA. SIMPSON A35 � EA RAFTER [� LSL LAMINATED STRAND RIM MATERIAL a C-JOISTS � 24" GENERAL REQUIREMENTS• MAX. MAXIMUM � � � � / -- -- - - -- - - - - - � Q a 79'_p MECH. MECHANICAL Q� � a. Structural erection and bracing. The structural drawings illustrate the completed structure , � � 1 4" FITTED STFNR. R a ° a ° � T.O. TOPPING with all elements in their final positions, properly supported and braced The contractor, in MAT L MATERIAL r-I EA. SIDE OF WEB -- -- --_ ______ _ the proper sequence, shall provide shoring and bracmg as may be required during construction MANUF. MANUFACTURER ^ to achieve the final completed structure Contact structural engineer for consultation (not in MIN. MINIMUM � 79'-p N contract) as required (N) NEW '� SIMPSON H5, TYP. (E) 12" DT's b Existin structures Contractor shall be res onsible for verif in dimensions, elevations, NOM. NOMINAL � � T 0. TOPPING ° � a CONT. 8 x20 GA. g P y 9 O.C. ON CENTER 2" RETURNS TRACK framing, foundation and anything else that may affect the work shown on the drawings �..� _ 1�4" Underpinning, shoring and bracing of existing structures shall be the responsibility of the OPNG OPENING � contractor OSB ORIENTED STRAND BOARD \ I BOX HEADER: (2)-8"x1 3/8"x20 GA. c Dimensions: Check all dimensions against architectural drawings pnor to construction Do f� PLATE � � ��,_9 C-JOISTS W/ 6"x20 GA TRACK TOP not scale drawings. PLYWD PLYWOOD & BOT d. Construction practices General contractor is responsible for means, methods, techniques, PKT. POCKET � � T.0 STL BM I sequences and procedures for construction of this pro�ect Notify structural engineer of R.0 ROUGH OPENING � � I 6"x1 3 8'�x20 GA STEEL C-STUD omissions or conflicts between the working drawings and existing conditions. Coordinate � /� � RAD. RADIUS � ;� TRIMMER AND KING STUD, TYP. requirements for mechanical/electrical/plumbing penetrations through structural elements with �Jy � � \ / structural engineer. Jobsite safety is the sole responsibility of the contractor. Ail methods REF REFERENCE REINF REINFORCE/REINFORCEMENT � used for construction shall be in accordance with the latest editions of the IBC/IRC. REQ'D REQUIRED � / \ 2 „ , „ e. Details not specifically shown on the drawings shall be constructed in a manner similar to the � N W12x72 SCALE: 3/4 = 1 -0 details that are shown for like conditions These items shall be brought to the attention of RET RETAINING � (N) W12x72 � � � REV. REVISION �' (A992 STEEL) � �- I (A992 STEEL) S1 the structural engineer as soon as possible for approval. Approval shall be obtained prior to R.S ROUGH SAWN � mstallation. �L4x4x5/16x0'-8 1/2 EA SIDE f. It is the responsibility of the contractor to contact the structural engineer at the appropriate SCHED SCHEDULE a (E) G.L. ROOF BM 2'-p" W� (6)-3/4"� A325 BOLTS time to perform site observation visits. Observation visits to the �obsite by the engineer are SECT. SECTION (REMAINDER OF ROOF for determination of general conformance with the construction documents and shall not be SHT. SHEET FRAMING NOT SHOWN) HSS 2x2 1/2x1/4 construed as inspection SIM SIMILAR 3/16" 2"� 6" g Though every effort is made to provide a complete and clear set of construction documents, S.I.P STRUCTURAL INSULATED PANEL KRM CAP R-3/4"x12"x1�-0 a discrepancies or omissions may occur. Release of these drawings anticipates cooperation and SPEC. SPECIFICATION designed by W/ (4)-1/2"� ° continued communication between the contractor, architect and engineer to provide the best SQ. SQUARE drawn b MTN THRU-BOLTS �� possible structure. These drawings have been prepared for the use of a qualified contractor STD. STANDARD y (N) HSS 4x2x1/4 4 1/2 experienced in the construction techniques and systems depicted. STL. STEEL checked by (N) HSS5x5x1/4 3/4" 3/4" T TRIMMER issued ``-°- BRG R-7/8"x8"x0'-8 (N) 6"x1 3/8"x20 GA. T&B TOP & BOTTOM I STEEL C-STUDS � 16", TYP. I I S,AW-CUT (E) CONC. TOPPING T&G TONGUE & GROOVE REMOVE CONC TO WELD 6 WIDE FOR (N) HSS, FILL � T.O.C. TOP OF CONCRETE PERMIT 03 14 OC BRG. �j' TO (E) BM. � � 3" CONC TOPPING ON I BACK IN W/ CONC �� �� � TO.F. TOP OF FOOTING REVISIONS 04/11 O6 I 9/16"x26 GA STEEL F'L-1/4 x4 x0 -6 T.O.L. TOP OF LEDGE I ��4�� $�� DECKING (VULCRAFT HSSS 2x2 1/2x1/4x5'-0 W� (2)-3/8"�x2" T.O.M. TOP OF MASONRY � , � 0 6C26 OR EQUIV.) � 24 0 C EXP. ANCH. , T 0 TOP OF � (� � Q �U � � �, 69 -0 69 -0 T 0 W. TOP OF WALL , T.0 TOPPING ° — — — — — — — ° a ;� T.O. TOPPING THRU THROUGH — — — TRANSV TRANSVERSE „ � CONT EDGE L5x3x1/4 (LLV) TS TUBE STEEL COLUMN (E) W21 x68 (E) 12 DT s � � � N TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE HSS 4x2x1/4 � EA. VERT. VERTICAL HSS 2x2x1/4 (E) 12" DT's V I.F VERIFY IN FIELD „�, W.F. WIDE FLANGE ' - W.P. WATERPROOF sheet � �� r � W.W F WELDED WIRE FABRIC �- , � (E) 12"x12" PRECAST 2,_6„ 4" 2,_2„ WD. WOOD � �,���E� CONC. COL. W/ WITH W/0 WITHOUT � �� + � � 4 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1 '-0" `' S1 S1 JOB #0602-18 t ��pDO Rf � �, _ ..,. G� r��\`�g�R�y R �'�.P` �: •r Z 1 � ; 23 r 9 �., . G ° i � o �� ��q •� �� ��� .....•• � } ��'NA L EN�� ��AY 1 7 ���� � > � � Q N SLOPING 8"x1 3/8"x20 GA. (E)-COL. � Q � CONT. EDGE L5x3x1/4 (LLV) (E)-COL. STEEL JOISTS C� 24" W/ U a o � � v �� 9/16"x26 GA STEEL DECKING � � (E) 5 1/8x12 G L. � 48" O.C. Z -� � N c� � � - - -- - - - - - - - - - J `� � � � � � ° Z � � - - - - - - - - - - - - - _ (n � `� �ornrn � w,-,.--. - - - �EDGE OF (E) � � ' ___ __ ___ __ ___ � _ � Q ,� � � � o ¢ � � DT SLAB N I ,,� — — � � � � � co Ul J�� � . � — _____ ___._ �� ____. — � � ._�- � ____ �... ..� ..�.. — ----� � � � � I I ` I � - - - - - - - - - - - - - - - - - - - - - I � �..... .�.._.. ...._..... , �_ _ •- V � � N � - - - - - - - - - - - - - - - - - - - - - I � LOCA I NN>TOR E N E I - - - - - - - - - - i - - - - - - - � � � � � � 2 I �- - - - - - � N HSS2x2x1 4 � � oo rn � I I � � � I � ( I FIRST FULLY GROUTED � � � U _ � �n r� ,n I I (3 EQUALLY I SPACED) I S� VERT. CELL IN (E) WALL BM. PKT. IN (E) � � C° °' � � 1 ____ � � _ � � � � � � � � � � � (TYP. AT BOTH ENDS) 12" CMU WALL � � � � °O rnrn +, x p � d- � � Sl w I � I i .� �.� w � � m v rn rn I I � — -- - - - - -. ____ T. � � ; � � � u, � > � � I I i o 5s,� I � I � ^ I i o � I Q �, � I � � _.._.. _____ _____ _m___ � � — .— —. � S� � �.. .�____. ___. .— _____ � .� .� ..�.. ____ —. � � v � ! � I I � I � � � � � I i � l--- — ._._ — —. � � ..� � T _._ � I 79'-0 x E � � I I �- � � I � T 0. TOPPING w c� ! a I _�-- ____ � �. — _._.. � ___. ____ � ___._ °w____° I I � _ � —. __._ � � � � ____ � ` � , I � `� 69'-0 v I i I �____. ..�. ..� � � � � � I I T.0 TOPPING — � — — — �" � � � I I m ( � � � (E) 12"� PRECAST � I � , I I �' � � �--� , I I COL BELOW � I � I _�-___ __._.. ...�. — — _ `_�` � � ----- — — -- _--__ _____ ...�..... .� — — — —`� — � — ��E) G.L— — � r� � W I I - � I �� — — — � � � 3 � �. ..� _.- ____.. �. ._ � —. � — � I w 3 �`j+� I I � �i � S1 ��+ 4 � � � � � S� Q I � � w `�.� 1 � � � � i I m I � I m `�1 S I I � I � _____ � �. .— � _____ __._ T _.__ _. ____I I � ____ .�. — — � — � � __._. --� I I w ., � I I w a I � o � w ^ - - -REPCA�E�E� 1-2"C�Itt 1�t�;tl� � a �- v m � � ~' � BELOW W/ (N) BEAMS !�S � i--i ~ � ^ tn � � » I I � — � � � — ^ � I � N � 4 -9 SHOWN CONTRACTOR S AL� � � � � I I � I � W rn `� PROVIDE TEMPORARY S ORING I I I I � � � v FOR (E) STRUCTURE AB V� Q �, � � .� ____ — � � ___._ � s ____ � _____ � .a.�... � � � I � N N-- I-l- � O F I I � _ � � w Q �--. _� � PLAN I � `� N � I I � � O A-'+ �,. " ' " N OR TH I � — � � — — — � � � ` — � � `� (N) RTU=900 Ibs. � � � �"� � G R O U N D ��O O R F R A M I N G P L A N S C A L E: � 4 = 1 —0 � � BM. PKT. IN (E) - — II ' w w o I � 12" CMU WALL r � � � � � PLAN NOTES: I L - - - - - - - - - - - - - - - - - -- - - - - - J L= — -- - - - - - - - - - -J � O I _ � � � � f 5 — �l I– —1 I � �' � 1 COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: � I � � � � � � u � � � I S� I I I � � �+'� � Q+ NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED: � � � � � — � � 2. ALL COLUMNS ARE LABELLED AT THE TOP. I � � �I I� `� a 3 (E) REFERS TO EXISTING CONSTRUCTION ( --- -- -- -), (N) REFERS TO NEW ( ) � I I I U I I � ^ � I I I I I � � - - - - - - - -- - � I I I I I — — — — = = =� � � � � _._ ____ ____ --�� E-+ , I � - - - - - - I I - - - - i i Z I I I L — � - - - - - J � � � I I �' � L � � - - - - - J � � � w I I � � ____ \ ����� � I I p I I _ � ____ � _____ ._____. � � ____ _..._.... ,` \ -�; � I I �... ____ � � � � � � 1 � � � � � � � � � i o I I I � I I '� I I I � I I � I � — � ___�_ � � v — � ____ — ____ — _____ ____ � � � � .� _ — � _ G� I I I � I I � I I I I I I a designed by KRM drawn by MTN PLAN checked by NORTH � SECON D F�OOR LOW ROOF FRAM I N G PLAN SCALE: � 4" = 1 �-0�� issued PLAN NOTES: PERMIT 03/14106 REVISIONS 04/11 06 1 COLUMNS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED � NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED � 2 ALL COLUMNS ARE LABELLED AT THE TOP 3 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 4 (E) REFERS TO EXISTING CONSTRUCTION ( - - - - - ---), (N) REFERS TO NEW ( ) sheet ; .` . JOB #0602-18 - _ _ _-- �-- _ --- - _ � --, _ __ _ ' -- � -