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HomeMy WebLinkAboutB14-0139 plans approved E � i 4 � �f � �� � � � � � !� � ��������� ! �. 1 � t� �' �. � � . . . . . . . � Fi:.�. �. . � a � �� L ^� � t d d � � t t J Y y } 3 { Jt ¢ � � kI9 # � g � � °�� i:�..� H' � �" �qs�- f 'k f _ t ��� hY�.�,., i >,� � 7 ��y : u r x .,. �j d � �.� � �t 4� � , `:s� `� �.. - � ' � `� ,., � .. z . ° ,.,,w� � � ,... „ � � � � � _.. � � � . .. . _.. . ,� a�� t � m -�a,�..,.,,,. �q '�.,,� �:,��sz,.:� � � [ � � . ., .. l��,�„�� /y°^ ...-,.�.�.,.*..: ,F �, < � *�,�.-.:.�-„ua:m.�.N.n.v,�„ � . ... -..., . ��.,�- �� �� � � � � �� �� � . . ��� +�� � � � �',tl�< . t ,� 4��t� � ��� �� � �� �✓��,� A ����,'�� t. �� Q � � � � �#PR � � 2� 14 ,.� � � � �� � ENERAL NC) TES CC� DE A � A �'t�' � IS I. ARREA ALL WORK SHALL BE dONE IN STRIGT Ct� NFQRMANCE WITH ,^,i' P� ICABLE LC}CAL AND NATIONAL COQES � � � � � �" �� � � ORIGINAL BUILDII�G WAS CQN �TRUCTED UNDER TNE 2003 IBC C �NTRACTOR SHALL BE RESP� NSIBLE � OR SECURING tiN [3 PAYING FOR ALL NECESSARY PERMITS , FEES , AND INSPECTIONS . CURRENT APPLICABLE BUILDING CODE IS THE 201 �� CONTRACTC? R SHALL TAKE ALL NECESSARY PRECAUTfC7NS TO ENSURE SAFETYAND PR(� PERTY SECURITY DURING CCJNSTRUCTION . BU1LaING CONSTRUCTIC7N CLASSIFICATI N 1 B F1RE RESISTIVE � t `� � � � � � � ! F CONDITIONS ARE ENCOUNTERED OTHER THAN THt)SE SHOWN (� N THE DRAWINGS OR OTHEi� THAN WQULD BE REASONABLY FIRE PROTECTION / LIFE SAFETY FEATUftES F � �,,,� t� � EA � lJ � � ANTfCIPATED , N� DE81GN ALTERATlONS SHAL � BE COMMENCEa WITH � UT APPROV//�L OF ARCHITEGT OR OWNER . ALL WORK SHALL BE FULLY CONNECTED , WIRED , AND READY FOR OPERATI4N . 1 . AUTC)MATIC SPRINKLER SYSTEM R ES � RT & R ES I D Ef� � ES 2 . �TANDPIPE SYSTEM � h � � ` � � AL� WORK SHR�l� BE P�UMB, LEVE� , MECNANICAL�Y SECURE , ELECTRIGAL�Y SA;� E , AND PRESENTA NEAT AND FINISHED APPEARANCE , 3. FIRE DET� CTiQN AND A�ARM SYSTEM �r� AT COLSE-DUT � F PR4JECTAI.L WC7RK SHALL BE TOTALLY CLEANED INCLUDING , BUT NOT LiMITED Tt7 : ALL SUR�AGES dF GLASS , 4 . EMERGENCY COMMUNICATION ARID ALARM SYBTEM CARPETS CACUUMED , MIRRORS CLEANE�, MILLWQRK DUSTED AND WIPED , GAU �KING BEADS TF:IMMED , PAINTANQ STAIN CUTS STRAIGHTENED . 5. EMERGENCY P4WER SYSTEM GLIENT: LARREA SUBSTITUTIONS OF PRODUCTS OTHER THAN TH (�SE SPECIFIED MAY BE MADE IF APPRQVED BY ARCNITECT OR OWNER. UNIT 1021 FOUR SEASONS RESORT PR4JECTAREA: VAIL, CO 81657 ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANU�ACTURER'S INSTALLATION RECOMMENDATIUNS TOTAL PR�7JECTAREA INCLUDES APPROX. 1 , 5Q0 S . F . � �� � �T���� DO NaT SGALE aRAWINGS WITHlN THE RESIDENCE KN�WN AS CONDO 13 (} R UNIT � 021 . Creative Qesign Associates 434 BRC}ADWAY, 5TH F�C�OR THE UNIT IS CLASSIFIEL� R-2 New York, NY IOQ13 THE UNIT OVERALLAREA 15 NOT CHARIGE(� . t. 212-748-8900 THE EGRESS REQUIREMENT� OF THE UNITARE NOT CHANGED. f. 212-74$-795Q WERSTERN !JS 20 S . Sth AVE. SUITE E BRIGHTQN CO, 80601 C7 646-7� 7-2171 C 91 T-756-Qfl57 dsarenson G�ralcampa nies.com INTERIUR QESIGt�: MECHAh11CAL NQTE Lo�u�� aES �� r, 145tJ BRiCKELL AVE MECHANICAL CHANGES ARE AS fNDfGATED IN TNE DRAWINGS BUT DO NOT INCLIJDE CHANGING C? R ADDING 4F MECHANICRL UNITS , SUITE 2140 RATNEf� INCLUDES THE RELOCATION OF EXISTING SUPPLY DIFFUSERS AND THE ASSOGIATED L?UCTWORK WHILE SERVING THE SAME SF�ACE . MIAMi, FL 33131 t . 7�6-7b2-226� f. 786-762-2357 FIRE SPRIf� �L. ER 1� C7TE hi(daG�lQguer.com FIRE SPRlNKLER CHANGES WILL BE SUBMITTED BY TNE FlRE SPRINKL.ER CONTRACTQR BY DEFERRED SUBMITTAL . STRUGTURAI, ENGlNEER: McGlamery Str�cturai Group F1 RE ALARM 1� � TE 3as� c����� st I?enver, C � 80211 t. 3Q3-455-898$ FIRE ALARM DEVICES WlLL BE REINSTALLED IN THE SAME GENERAL LOCATIUN AS THEY EXIST TQDAY. AS NQTED ON THE DRAWINGS , f. 303-455-8446 SMC7KE � ETECTC}RS WILL BE CHANGED OUT WITH HEAT G� ETECTt.� RS DURING CONSTRUCTION . CONTRACTOR SHALL UT{ LIZE TNE BUILDING rkl�in�vertexeng .cam OPERATOR' S PREFERRED FIRE ALARM CONTRACTOR TO (VIAKE TNE REQUIRED CHANGE� TO THE FIRE ALARM PANEL PRIOR TC7 C4NSTRUCTIUN STARTING AND AT C4MPLET{t�N � F CC7NSTRUCTION . ELECTRICAL ENGINEER: C35 Incorporated 3212 W . 45th Avenue Denver, CU 80211 t. 303-480-3144 theresa@c3sengineeringinc .cam ISSUE DATE GOMMENT 1 4/Q7/ 14 PERMIT SET , ; � ,3 � � paTE. ai i2�12o � � � , � �� � � E� �. .. � .,,� � �y?� ,� ¢ �+..0 I `h Y �'5. tt..�s .. .:. � .. , � .e.� � � £] t� _._. � s , � � , � � � � SCAL�: AS NOTED °, , , £� ; � � . , ,-�. � �' ,� c� � #. � 3-� � • � , � ,� � � �, s . H?�RL7WP.RE SNP�LL, BE HEA��fY L7UTY 3'OGK�T DOOR �ff�RDNl,4RE WITFk 1�.�G�S�'a�D PRI�l,�GY � ,� _ �� °° ° � _a �� � n ,. ,�x � w � �... . � .s - . LC�GKSET TO Mf�TGN STYL.E ,�.ND �Il41aH C�� UTHEI2 L7C7t�R HAt�L7Y`tAl��. ° � � � � _ .m� a_ � ._.�,a _, � �� � ro..�� �„= _ [? RW BY: DBS NOTE: t7UQR STf�.iN GULC7i2 TG7 h+(ATGN �XISTIi�G 57/�IN GOLQR WH �R� ,hPPLIG,h�3LE. �� , .. >< � .r � �. �. _ a � 2y_. . _ �_ � . . , a._. �. . , ti .,w. � . �,�. .m„ � f"� � ��: XX � � � ��. �. $� $ � '�N��� R�. �„ 6., �w,�,.,, �� �� � �� ��� � HEET IN [� EX , � r.� �-ooa cav�� s� E �T � � ���I 4 � ��� �,-oao rvc�-r���cc��E arv���rs � s �.�, �}�. 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TC7 � � I � � Ic,..� � � � � Y � TIt✓ EX15TiNG sH � �r: � r�'c �- �7 � � 1 1 C� f 1 h dC} B JUB NUMBER: ( 1�lT � i�. 1 �712 � L � �1 ,�44TIC� 1*l � �GtkLE : 1 f 2 �� = 1 �_C7�� a,�a � � � � I.�� � E �Y «► R � EA E1�GI�IEE�IN� G�OOP\ AYE�1'�tCOMPA�I� STRUCTURAL NOT�S: Phone: 303.455.8988 I Fax: 303.455.$44b � � � � � � �� � E 3734 Osage Street I aenver, CO 80211 t . Ail WQRK SFEAL[. GONFORM TQ THE 2012 lNTERNATIONAI. 8U1l.DING 14. QESIGN LOADS: MEG J{�B# 13 -�� 1 �� G°°E. U N I T 1 C}2 � 2. N4TES AND �ETAII.S ON DRAWINGS SNALI. TAKE PRECEDENCE OVER STRUCTURAL LIVE LOADING: GENERAL STRUCTURAt. NOTES AND TYPICAL �EfAILS. WHERE N4 ,�/�" SPEC(FfC DETAILS ARE SHOWN, CC�NSTRUC710N 5HALL CONFQRM TO The structure has been desiqned in �ecord with the building code and/or more �E� W12X26 --- � �% ;��� F � � � ,� ��� � � � SIMILAR WQRK �N THE PROJEGT. restrictive requirements for loads as given below unless specific areas of the �., ,/ \� 3. VERIFY ALt. DIMENSIONS WI7H ARCHITECTURA[. DRAWINGS PR14R drawings indicate differen# laading critaria. Refer to drawings for load schedules. ,�% \, �y p p TO START OF CONSTRUCTIQN - RESQLVE ANY DI5CREPANCY WITN R E� � t� T � (C E� ( � � � � E� ARGHITEC7. DO NQT SCALE DRAWlNGS. FOR CLARITY, ALt RQO�, Gravitv loadina Uniform live Load ,'� �� FLOQR A6lD WALL OPENINGS MAY NOT BE SHOWN ON STRUCTURAI Apa�tments, dwelling�, hotels 40 psf '� � ' � 1 / /t � � ' � � DRAWINGS. FOR EXACT SIZE, NU�iBER AND LOGATiON OF Private halconiss 60 psf g Y t�1 OPENINGS, SEE THE ARCHITECTURAI., MECHANICAL, ELEC7RICAL Path of Egress - Cammerciai 100 psf /a KNIFE � - WELD --- �, AND PLUMBING DRAWINGS. FQR FRAMING AT 4PENINGS, SEE - Residentiai 8Q psf TO EXIST G W8x1 Q � ��J' � ' r°` � M'ICAI �TRUCTURAL DE17UlS. VERI�Y ALL SI2ES, WEI6HTS ANa '���° . LOGAT(ONS OF MEGHANICAL ANQ EI�ECTRICAI. E4UIPMENT, DUCTS, SNON! DESIGN DATA (18C 16p3-1 .31: \ � F �, '`� ��`=� A � � �1���4 EfG. WITH MECHAN(CAL AND ELEGTRIGAi_ fNGINEER5 THROUGH \ `�, ARGHI7ECT. DETAIIS MARKED "TYPICAL" MAY OR MAY NOT BE CUT The structure and its compnnents have been designed in accord with the building \ F�'' �� � QN PtANS, BUT SHALI. APPLY UNLESS NOTED dTHERWI5E. code for a ground snow load of 84 psf. The following design criteria components �,�_ IYP. �\ ��'s �'� � VAI � GO 4. C4NSTRUC710N MATERIALS SNAIL 6E SPREAD OUT IF PLACED pN are provided for reference. `� " �',' ; �g � `� °��� �� ( '-,ti ' FRAMED FLOORS OR R00�. �OAD SHAl.L NOT E?(CEEd THE DESIGN � ; '`��.� 1 �• q (����j'��^�; UVE LOAD PER SQUAf2E F007. Flat Roaf Load: Pf � 8Q psf Expasure: Ce = 1 .0 {E� W$X10 -------_���A � -� � ���I �'` \,, \ � � Crea#ive Design Associates 5. THE GOMRACTQR SHALL TAKE ALL MEASURES NECESSARY TO Imporkance Factor. I - 1 .0 Thermol Factar: C = 1 .0 �.; � : � 434 BRUADWAY, 5TH FLOC?R PROTECT TNE STRUCTURE pURING GQNSTRUCTItIN, INCLUDWG, BU1' S t � , ; (E) W12X26 --- �� �,� `f �\\ 3 , „ NOT I.iMITED TQ, BRACING, SHORING, EfC. THE CONTRACTOR WlND DESIGN DATA IBC 1603-1 .4�: E W12X26 -- �``°� E' /�x$x2 -0 �� � New York, NY 10013 � \ � � � r- �' �x8x2' -0� � S N A L I B E R E S P O N 5 1 6 L E F O R T H E D E S I G N A N D I M P L E t�E N T A T i O N � } � I I : i �i �I �E `�� � E A. S I D E , Y t. 212-748-8900 OF ALL SCAFF4LDING, BRACING AND SHORING. OBSERVATION The structure �nd it� components have been designed in aceord with tfie building � r`�.� �I '� , ` f. 2 1 2-?4$-7 9 5 0 Vi51TS TO 7HE Sfl"E 8Y THE STRUCTURAL ENGINEER SHA�I. N07 code for a wind load criterio as follows. _... _ _� _ .� .._ __ . . _ _ ._�__ __ � ._�._. _ _. "' _..�_ ,__. __ ___ __ .. _ _ . __._ .�_._ _. . . . _ . .._ _ � ; INGI.UQE INSRECTION OF THE A80VE ITEF�IS. 7WE STRUCTURAL ,� J L �f � _ J 1' � ,�°° WERSTERN US ENGINEER WILL N4T B� ft�SPONSIBL� FtIR THE CONTRACTOR'S Y = 90 mph, Exposure "B" I - �-. -�� � --� � -- �-�.� � � _�_ ,�, �.-� � ��._. o �w r �__� _ ' � �� � "`� - 1 .0 , � � � ----£- = _� -� ` `� �' ! °� . 5th AVE. SUITE E ME1WS, METN005, TECHNIQUES, SEQUENCES �R PROCEDURES OF 3�ec w � __ € '` 2(7 S , . . _ . _. ._ _. . . _ _. _ m _ . _ �_� _ _.� � _ � ._ � . __ _ �__ __ _ . _ _ .�__ � ._ __. ... . . . . . . __ .. . _. _ __ .. ___. � ; BRi�HTQN CO, 80601 GONSTRllCTION SfTE SAFE`IY, OR THE SAFEil' PRECAUIIONS At+lD r �. THE PROG(7AMS INGiDENT THERETO. 15. IAATERIA!_S QF CQNSTftUCTION. _ _._. __. � �'' , +, [� `-- -- (E) W12X26 � O b46-747-2t 71 6. THE GONTRACT STRUCTURAL aRAWINGS REPRESENT THE FINISHED �' Yx3x1 -4 iYP. - E �.� G 917-756-0057 STRUC7URE. TNEY D4 N4T INDICATE THE ME[HQD OF CONCREtE - ASTM G94, �'c = 3000 PSI AT 28 DAY5 PROVIDE ' �`� dsorensan@ralcampanies.com CQNSTRUGTION. AIR-ENTAINING AOMIXTURE AT AI.L EXPOSED CQNCREfE ��2 �� INTERl�7R DESlGN: 7. ALL 5LA6S AND �OOTiNGS SHALL BEAR ON FIRM, UNDISTURBED A7 RATE ADEQUATE TO PRQVCDE 5.03� AIR AT POIM' OF NATiVE SOiL ALI. S01l. BEI.QW FOOTINGS Ah1D StABS 5HALL BE PLACEMENT. LQCUER DESIGN CQMPACTED TO 95% i�INIMUM IN ACC4RDANCE 1'0 AS7M D698, � � � c E�T� p � o � ���� ('"� R� 14SQ BRICKELL AVE DESIGN SOII BEARING PRESSURE = 10QQ PSF, TNE STRUCTURAL REIN�ORCING - ASTM Afi15 GRAt}E 40 FOR #4 ANL� SMALLER �"� � � SU [TE 219t� ENGINEER ACCEPTS NO RESPONSI8ILITY FOR IXISTING SQIL ASTM A615 6RADE 60 F4R #5 AND LARGER SCALE; '� /4��- � � -� �� ��A��: � " ' " CONDITIUNS. FOOTING DESIGN IS BASED UPON MINIMUM 1 -° �� = � -� Iv1iAM1, FL 33131 iNTERNAl10NAL BUILDING CODE SOIL BFARING VALUES AS GRQUT - AST�S C476, 2000 PSI AT 28 DAYS t. 786-762-2260 REQUIRED BY THE BUILDING CQDES QEPARTMENT IN THE ABSENCE f� 7$6-7b2-�357 aF A S(}II. REAQRT. IT SHALI. BE TNE CqNTf2AC7QR'S STRUGTURAL STEE� - ASTM A36 (Fy = 3� KSI) FOR PIATE ANO SFfAPES. RESR4NSIBILIIY TO VERIFY THE SQIL BEARING PRESSURE AND ASTM A500 GRADE B (Fy = 46 KSI) FOR � STEEL STUDS hilda@loguer.com TO DETERMINE WHEfHER UNSUiTABLE SOIL CONDi�IONS TUBES. ASThi A53, TYPES E OR 5, GRAQE B (l.E. EXPANSNE QR G011APSIBLE SQILS, l.QQSE F1lL, ETG.) (Fy = 35 KSI) FQR PIPES ������� �� �� Gk � ���: EXIS7. � ( ( I IJNTEL - STEEL STUD McGlamery Stru�tural Gro��i 8, lAP SPLICES FOR REINFQRCCNG IN CONCR�i'E SNALL BE 34 BAR BOLTS - ;4STM A3Q7 LINTEL SHOWN 3734 C�sage St DIAMETERS MINIMUM. � II Denver, CC3 80211 9. LAP SPLICES FQR REINFORCING IN CMU SHA�L BE 40 8AR ANGHOR BQLTS - ASTM A36 OR ASTM A307, GRADE A TYP. 3 � ___.__ �E� W12X26 °° �°' �' '°'° DW+IETERS. � °-�� f ..�-. � � ____ .� t. 30�-4�5-84$$ 10. PRQVIDE BEM' CURNER BARS TO MATCH AND LAP NORIZONTAL � --� � ,� ( 1 f 8 �.. _ m; f. 303-455-$446 EXPANSION 801.T5 ^�� ,r _ -. REINFQRGING AT CpRNERS ANQ INTERSEC110NS IN CONCREfE IN CONCREfE - "TNRUBOLT WEDGE ANCHOR" BY f1W RAMSEf/REDHFAD, ���' �� F0071NGS AND WAU.S, AND MASONRY WAtJ.. 64N0 BEAMS. `�, , '�_-- .- ' " STEEL STUD WAIL �° �.._ �..° °° � ! rkleinQver�exeng.cam INSTALCE� IN ACGORDANGE WITH IC80 REPORT N0. 1372 = �' Yx3x1 -4 TYP, � I ' _. _____ EXI57'G W.F. BEAM 11 . CMU WAL�S SNALL BE REINFORCED WITH �5 VERTfCAL CONTINUOUS TRACK � � ( I ' _ ,- - " EL�CTRICAI ENGINEER: REINFQRCING AT 48" O.C. MAXIMUM, AND AT ALL CORNERS, -�_---�___ _ _ ��"` _ __ p �x$x2� -0" .• INTERSEGTI4NS, WAtl. ENDS, BEAM BEARINGS, JAMBS AND EACN WELDIhIG - E70 SERIES LOW HYDRQGEN RODS, E90 ffi � e , ` .. -- ~~ 4 � / � � � ; C3S incorporqted SIDE QF CONTROL JOINTS. PROVIDE #9 GAGE WIRE NORIZQNTAL '� %� - - " EA. SIDE 1 S 2 If � ( I � � 3212 W. 45fih Avenue ~°-� CONTINUQUS TRACK - - �`` Denver, C4 80211 SERIES fOR ASTM A615 GRADE 60 REINFQRCING 1 f8 2- 12 DOUBLE STUDS BEL.QW IINTE� DOUBLE STllDS AT JOINT REINFORCIN6 A7 16" Q.C. ,` �_._.____ � �x7x1 '-4" I I � ) JAMB AT OPENINGS __. UNPUNCHED STEEL t. 303-4$t1-5144 i2. ALL NAILS SHALL BE COMMON NAiIS. ,4111 NAiI.ING NOT N07ED � UNPUNCHED STEEL AT QPENINGS GREATER THAN SHALL BE ACGORDING TO TABIE 2304.9.1 OF THE 2003 IBC. STUD LINTEL 6'-0" WIpE � ) ( � n STUD LINTEL SIZE ANQ NU�iBER OF NAILS IN JOIS7 HAMGEftS GREATER THAN 6 -Q � - „ „ theresa@c3sengineeringinc .eam AND MISGEIlANEOUS �RAMING ANGHORS SHAIt. BE ACCQRDING 70 �NP WIDE 6 OR 8 (V.I.F.� THE MANUFACTURER'S LA7ES7 CATA�OG. 1 /8 2- 12 5�� T� AC7UAL GEOMETRY 13. PREFABRICATED WOt�Q TRUSSES SHA(.L BE DESIGNED BY A CML STUD ° 1 /8 2- 12 {SSUE DAT� CC3MMENT QR STRUCTURAI. ENGINEER REGISTERED IN 7HE STATE OF �+ GONTINUOUS IYPICA� COLORAD4 FOR TNE DEAD ANQ LIVE t�OADS STATED ON 7HE �1 JECTION TRACK - TIPICAL aw�wiNCS. �[�i�not�n�. r�uss�s sH�.t, �e suPPUEa �s V ,> , ,> „ ri 1 4I07114 PERMIT SET REQUIREQ TQ SUPPQRT MECHANIC�I. EQUIPMENT. SHQP SCALE: 3/4 = 1 -0 TYPE B TYPICAL LINTEL BEARING DRAWINGS ANQ CALCUEAT(ONS SFAMPED BY A CML OR STRUCTURAL ENGINEER REGISTERED IN TNE STATE QF COLORAAI7Q S E�TI C} N � ��r�� � N SNALL BE SUB�1ffTED TO THE STRUCTURAL ENGINEER THROUGH � THE ARCNITECT FOR REVIEW PRI€?R TQ FABRICATIQM. 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' ' RESIDENCE � � � � i ' � � _ �� ,� �,� : � � ' U I*d IT 1 C}21 E � � ' FC� UR SEASC� NS ; I � � �- �-- � �=�----�--� �� � � j � � / --� � - �-�-.- �- _ -� -- ��'�'-'� ' R ES CJRT & R ES I D EN CES � � � �--[ _ �--`-� �- _�__ �� � � � I j � � � ' i ; �/AIL , C (� � � , � � 1 , � � `---� � ` � �" � � �_ �=� , � D�TAIL N �TES - PQWER: �. ___._ __ � I � � CLI�NT: � � � 1�J' NEW LOCATION FOR REFRIGERATOR. REUSE EXISTIN� RECEPTACLE AND � 1 _ , �i } t���_'� �_ �, _ �� � _ I� � � _� �- ..... �_ R RE-CIRCUfT AS SHOWN. � � li � 1 . � �' !-- , � O O �l C� � � VA►L, CO I � � _ � . f � �' � �-- , ,� I�� � R� i �j' NEW LOCATION FOR WINE COOLER. REUSE E?(ISTING RECEPTACLE AND j ARCHITE�T: k ' C.% � E ; f� � �ir� �-� _ i ,AC RE-CIRCUITASSHOWN. � `�� R,AC Creative Design Associates } � � ' ; �" �-= � { °� � �- p o � 434 BROADWAY, 5TH FLOOR � � � g � ,- � 3� REUSE EXISTING CIRCUIT. � � � ' � � � New Yark, NY � 0013 � � - y� �- � � 4�,,,, NEW LQCATI�N FQR QISHWASHER. REUSE EXISTING NECEPTACL£ AND � t. 212-74$-$400 � � I ' � � r � _ ; ; _ '���� � � —{ ��� i _ � � � ,AC PPGD13-26 PPCD13-30 N PPCD13-2$ RE-CI�CUIT AS SHOWN. � f. 212-74$-795{} � (.� , ; � ._.� � r 3 � WERSTERN US � � �' -' ' Q4� � 5 NEW LOCATIqN FQR DISPQSER. REUBE IXISTING REGEPTACLE AND , � ; _���' _ � ' _ � R � `�� `� � 20 S. 67h AVE. SUITE E � � �� � s � � (-- � PGD 3-A�\ 11 � � � \ � � �\ � � RE-C(�CUIT AS SHOWN. � BRIGH C7t� CQ $0601 I �� � ; ,�, �---�_ , �" ;� r � � � �� , � �R� ��� 3�, �` � �'� \ � �, �` � t �, � NEW LOGA710N FOR MICROWAVE. REUSE IXISTING RECEP7'AGLE AND O 846�747-2171 i � � -�-- �-�- �-- +�--� I^' -� ` �. KITGHEN � ' RE-CIRCUIT AS SHOWN. C 9 i 7-75b-0057 � ' E (� `�� � PPCD13-16 ! {� � v ��� �� � _ .' 3 1� NEW LOCATIdN FOR DqUBLE QUEN. REUBE EXISTING RECEPTAGLE ANO � dsorenson@rafcc�rr�panies.cam � l � � � � �� . � � � � � r � � � s _ # �--� D1 �1� R, C 3 RE-CIRCUITAS SHOWN. INTERIC}R DESLGNI � � i �� " � � � �1 � � � � --, �� �� � . E PPCD13-24 $ LOGUER D�SIGt� � --� �_ � � , N,A� � �� 3 � EXISTiNG RECEPTAGLE TO REMAIN AND RE-CIRCUlTAS SHOWN FOR �INING 1450 BRICKELL AVE � __ _ , '_ _--� i -, � 1- - -� E --�°- - � R - , -, �. � PPCD13- 4 6 ROOM AREA. SUITE 2190 . � � 1 '_j� . ,� � � s i � �� � �� �--� � -��- ����� 9 EXl � ING FIREPIA E BE REPLA ED W � EW IR � MIAMI, FL 33131 � � ' —� �-- ; �� ��� �- ---� -- (_ � _, R 7 � ST C TO C F EP . REUSE � fi, 7$6-762-2260 � � � � EXIS7ING ELEC7�IGAL CONNEGTIONS FOR ���E. VERIFY EXACT � I I ��� _ � �, � � f. 7$�-762-2357 � —E � F E � ELECTRICAL REQUiREMENTS FQR NE1N FIREPLACE WITH OWNER. � � ,, � � , ��---, � 3 hildaQloguer.com ii � �`� �' � �1 � - � ,--. s �[-� �' � PPGD13-20�22 10 NEW WALL VENEER AT THIS IOCATION. CQORDINATE WITH SUBGONTRACTOR � � ,�. � � IF EXISTING RECEPTACLES WILL NEED TO BE RELOCATED DUE TQ NEW FfNISN. $TRUCTURAL ENGINEER: � _ �_ _ ,�! � �' � i-- � _ � � r � N E IXTENa CONDUITS AND FEEDERS AS NECESSARY. 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RE-GIRCU{T AS SHOWN TO ENSUflE � � � " 1� � �� � .� ___ � � o ` CIRCUIT CONTINUITY DUE TO DEMOlITION WORK. j C3S incorparated � � � _�..�.�_ � � 3212 W. 45th Avenue € � �� �__ � E � � � ( L.._, � �N��� � r 14 ENSURE RECEPTACLES WITHIN 6'-0° FROM SINK ARE GFCI PROTECTER PE� � Denver, CO 80211 r - 1��v � �� � NEC 214.$. � r� ; � t. 303-48t}-5144 � � Y� �' � ¢ � theresaQc3sengineeringinc .com � � _���� 5 � � �� 15 �QMBO DRAWER REF�IGERATOR / �REEZ��, CpORDINATE E)(ACT LOCATIQN �� ^ � i C 1� �1 � �_ � 4 � � r i � � �`�"�- AND AE�IUIREMENTS WITH NIANUFACTURER'S CUT SHEEiS ANp OWNER. -----`t---- � .,�..._ _ �.. r �, . . � � ISSUE DATE COMMENT E � �! � �' �' � 16 WARMiNG QRAWERS. 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COORDINATE ALL LOCATIONS OF LUMINAIRES AND WALL80X SURFAGE � FLUSH � FED FROM "DP-DG-1 " TYPE NQCD AIC 10,000 SURFAGE � FIUSH � TYPE NQCD AIC 10,Q00 � f � �./ � 14 J EA�,.? V � J � � � i CONTROLS WITH INTERIOR DESIGNER AND OWNER PRIOR TO I � � ; � ROUGH-IN. ,EXiS71NG Q M. L.O. [� � EX►S71NG . M. L.O. ❑ I I R E� � (�.T C7c ('�, �J � L.1 L � t,.,. E� E � �NEW . M.C.B. MAXAL�OWED THIS PANEL 100A. . NEW QM.G.B. MAXALLOWED 7HIS PANE�. j � � � � 2. COORDINATE ALL CONTRQLS WlTH OWNER, INTERIQR DESIGNER, ANQ \ J � � � � VOIT CCT GCT VOLT VOLT GCT CCT VOLT V A � � x �-'+ '`✓ � CQNTROLS REPRESENTATIVE. t DEBCRIPTIQN AMPS BKR A B C BKR AMPS QESCRIPl1dN DESCRIPTIdN AMPS BKR A B C BKR AMPS DESGRIPTION f ! ( LIGHTING: dining/Iiving rm 982 2Q t • z 2q 72 RECEP7: Bedroam JACUZZI 2Qq0 50 t * 2 2d 540 3 RECEPTS: extenor �a 3. VERIFY AtL VOITAGES AND WATTAGES OF NEW LUMINAIRES PRIOR LIGHTING: kitchen 839 20 3 • a 20 900 REGEPT: Bedroam 20�0 2 s • a 20 SPRRE ��" �"�� � � � � TO ROUGH-IN. ENSllRE ADDED I.UMlNAIRES TO IXISTING 120V LIGHI7NG 500 24 5 • s 20 720 RECEF7: Bedroom WARMER DRAWER: patio 840 20 s • s 15 60Q REF/FREEZ GOMBO: patio �1 � I � BRANCH LI6EiTING ClRCUIT DO NOT EXGEED BREAKER CAPAC(TY PER i ����N�' � � , LIGFi11h1G 540 2Q 7 * 8 20 SPARE 7 • 8 SPACE � NEC. UGHTING 50Q 20 9 * 1D 20 SPARE 9 + 10 SPACE � LIGH11NG 540 20 11 + 12 20 900 5 RECEPTS: dining room SPARE 11 * t2 SPACE � � ! �( 4. NEW LUMINAIRES SHOWN, WALLSCONCESAND RECESSED RECEPTACLES: living rm 8 44d0 20 � a • t4 20 540 3 RECEPTS: kitcfien SPRCE t3 « �d SPACE i VAIL, Ct� ' � �� DQWNUGHTS, ARE ASSUMED AS LED WITH MA?{IMUM QF20 WATTS RECERTACLE 546 2Ct �s * ts 20 800 REFRtGlWINE COOIER SPACE ts • ts SPACE I ARCFi1TEGT` �� EACH. 20 17 • 18 2U 450 WARMING DRAV11EI2 "GA-19 " SPACE 17 r 18 SPAC� � • � �f `• RECEPTACLES 726 20 1s � 2a 50 26Q0 DOUBLE OVEN "GA-10" SPACE 19 • 20 SpACE CI'eqtiYe Desigtl ASSOCiqte5 5. NEW PENDANT IUMINAIRES SHAIL BE SAME WATfAGE OR LESS REGEPTACLES 720 20 2� « 22 2 26Q0 t2#6 �U ��} �" C• SPACE 2t + z2 SpACE � 434 BRC}AI7WAY, 57H FI.C30R � � ; WATTAGE AS WHAT IS IXISTING TO BE REMOVED. RECEP�racLES 5aa 20 2s . �a 20 � �on MICROWAVE ^GA-9�� �ppcE 2� • aa SPaCE � New York, NY 10013 { � � � FLC?OR WARMI�IG 500 20 25 • 26 20 540 3 RECEPTS: kitchen SPACE 25 w 2g SPACE t. � � 2°],�$_$+�QQ i � 6. COORdINATE ALL tl7MINAIRE SpEGIFICATIONS AND DIMMIN� FLOOR WARMWG 500 20 2� + 2s 20 540 3 RECEP7S: kitchen SPACE 2� • zs SI'ACE � j F i � f. 212-748-795Q � , REQUIREMENTS WITH LUTRON REPRESENTATIVE PRIQR TO SPARE 20 2s • ao 20 1000 [11SHWASHER "GA-12" gpq�E zs • �a SPAGE � � FllRCHASING TO ENSURE LUMINAIRfS ARE GOMPAT1BLE WITH STEAM SHOWER 3120 60 a1 • a2 20 1500 WASHER gpq�� �� , 3z ��,��� W ERSTERN US [ # IXISTING SYSTEM. {2#6 CU +G} 7 " C. 3120 2 s3 • 34 30 2000 DRYER SPACE 33 • 34 SPACE 20 S• 5� h AVE. S�ITE E � t SPACE 38 • ss 2 2000 (2#10 CU +G} 112"' C. SPACE 35 • 3s SPACE � BRIGHTC7N C�?. 84601 + � � 7. VERIFY NIQUNTING HEIGHTS OF NEW LUMINAIRES WITH ARCHITECTf S�ACE s� . as 20 36o REGEPTACLES gpAGE �� . aa SPACE � } O 646-747-2171 � � �( INTERIOR DESIGNER PRIOR TOR OUGH-IN. SPACE 3s + aa 20 50Q FLQOR WARMING �pp�E as + aa SPACE ' C 917-75b-0057 � t � I SPACE 41 • 42 20 696 EXHAUST FQOD '"GA-£i" �pq�E 41 * 42 Si'ACE � � � i dsorens�nQralcompanies.cam i � 8. ALL IUMINAIRES ARE EXISTING TO REMAIN UNLESS OTHERWISE CONNECTED KVA NEG DEINAND % DEMAND KVA CONNEGTED KVA NEG DEMAIVC? % DEMAND KVA � � � SHQWN. LlGHTING 3.9 125 4.9 LIGMING 0.4 125 0. 0 I � INTERIOR DESiGN: � f RECEP7 {UNdER 10 KVA} 8.5 100 8.5 RECEPT (U�IDER 10 KVA} d,5 1p0 0.5 E i l.C?GUER DESfGN ! ` 9. REFER TO ARCHITEGTURAL D�AWINGS �OR FIXTURE ftECEPT (EXCEBS OF 10 KVA) o.0 5o a.o ��GEpT ���tcESS p� Tp Kva� a.o so ao 1450 BRfCKELL AVE � I � ; SPECIFICATiONS. CQORDINATEWITHlNiERIORDESIGNERFqR HEAT 7.7 100 7•7 NEAT �.Q � �Q �� Q SUITE2l90 � � j DECORATIVE FIXTURE SPECIFICATlONS. MOTOR (LARGEST) Q.0 125 0.0 MOTOR (LARGES'i) d.0 125 0.0 � ; nnoroRS o,� � oo o.� MIAMI F133131 f� � MISC. 0.0 10Q d.0 MOT4RS 0.0 100 0.0 fi. T86-762-22b0 � 3 MISC. 0.0 100 0.0 i � �� E � MISC. 4.0 10Q 0.0 MISC. Q.0 100 0.0 I f. ?$6-7�i2-235T � � � MISC. 14. 1 100 14. 1 MISC. 5.4 1Q0 5.4 � h1�C14�@IOt�UC'C.COt71 � f I 70TAL DEMAND LOADS PER PHASE: TOTAI KVA 35.9 � � , � g TO7AL DEMAND LOADS PER PHASE: TOTAL KVA 5.9 S?RUCTURAL ENGIN�ER: I GEf� ERAL NOTES - POWER: A 13.2 B 14. Q C $.7 TIJTALAMPS 99.7 A 2. 8 B 2.0 C 1 .4 TOTALAMPB 16.5 � � � � � McGlamery Structural Group , �I � 1 . ftEFER TO ARGHITECTURAL P1liNS FOR DIMENSIQNS, EkEVAT(QNS, � j f 3734 tJsage St � � � � DETAIIS, ETC.. VERIFY MOUNTiNG HEIGNTS QF OEUIGES ANR ENSURE � ! GC� 80211 ; ; MINIMUM 2�S" HORfZONTAL BEPARATIQN PER UBC 1N FIRE RATED j � ���v��, i $ DEM►SING WALLS. PRQVIDE FIRE-STOP OR ADDI110NAL RATEd GYP � �" ��������$�� � � j � BOARD AS REQUIRED. CQORDINATE WITH FIRE DEPT./INSPECTOR AND f� �Q�"�����`�� � C � � G.C, t � rkleinQverteXeng .com � I I � j ELEGTRICAL ENGINEER: � � � � 2. UNIT LIGHT FIXTURES Tp BE SEI.ECTED BY OWN£R, RATED FOR TO 350A3P BREAKER IN 30�0 ! I iNSULATED CEILIN6S. ENSURE PROPER LOCAL SWITCHING. LIGNTING AMP MAIN SWITCHBOARD � C3� �ncorporated ! ; I � FURNISHEO BY E.G. TO BE COORDINATED WITH CEILING TYPES, ' p 3212 W. 45th Avenue � ' � ; "MSB-B", 480/27N., 8cp� 4 WIRE ' � MECHANICAL WORK, STftUCTURAL MEMBERS, ETC. VERIFY FINISHES � Denver, C O $0 2 i 1 1 ; 3 � I AND LOCATIONS 4F CONTROLS. � � t. 3�73-480-5144 I � ; � f theresat�c3sengineeringinc.com � : 3. GO ORDINATE PRE-WIRIN G OF T.V. C Q A X A N 4 T EL E P H O NE J A C K S WI T N � � � � € � € G.C. AND OWNEft. VERIFY ALL WAII LOCA710NS WITN ARCHITECT ��°�"`- �-�` � � � � PRIqR TO ROUGH-IN. �" � � 225 KVA � ISSUE DATE - GC?MMENT A_.. �______ € � , � 4. PROVIpE RECEPTACLE LOCAT(ONS AND SPACING PER N.E.C. 2f0-52 � T ' 7RANSFQRMER � �f � ( r� q ' 1 4/07l1 � � PERMIT �ET � � 7HROUGNOUT. FIELD ADJUSTMENI'S f MEASUREMENTS ARE REQUIRED I { � � T O C O M P L Y. C O Q E 3 D I N A T E A D D f f i p N A L S T U D W A I I. B R A C I N G 1 F �._.. ._..� 48di208/120V., 3Qr, 4 WIflE � � -___ ___ _._�_ � v _ , � � I � REQUIRED FOR RECEPTAC�E PLAGEMENTS WIfiN 6.C. IF APPLICABLE, T (K-4 RATED) i 3 i � � � i a { VERIFY FLOOR QUTLET L4CA7lONS WITH ARCHITECT. PROVIDE GFI I � - _ T ._.. -.__ � ' RECEPTAGLES WHERE REQUIRED BY CODE PER NEC 210.8. � j � SI 5. PROVIDE ARC-FAULT GIRCUIT INTERRUPTER PROTECTI4N IN DWELLING I � �v �W � 1� � � ; UNITS PER NEC 210.12. �AMILY ROOMS, DINING ROOMS, LNING � � ! � I ROOMS, PARLORS, I.IBRARIES, DENS, BEDROOMS, SUNROOMS, � � � �� � � � RECREATION ROOMS, CLOSE?S, HALLWAYS, OR S1MiLAR ROOMS OR _ � - - - - - � _ �. _ T _ � _ �. _ �..._ _ _._ .. _ � _ �.�. _ �_ _ .� _ � _ _,_.� _ ____ s �� -� � � _ ______ _� � _ �. _ � _ � _ _.. _ i � ____ �__ _______V_ � ; � � A�EAS SHAL� BE PROTEC7ED BY A LISTED ARC-FAULT CIRCUIT � � Sqp qMpS � � � , € E INTERRUPTER TQ PROVIQE PROTECTION OF THE BRANCH CIRCUIT. � n � � QISTRIBUTION PANEL ! � � � VERIFY WITH LOCA� AUTHORITY HAVING JURISqIGTION IF IXISTIN6 � I � � � f °DP-DG1 " � -- ------- ------ - - -� �� � � � BRANCH CIRCUITS SHALL COMPLY WITH NEC 210.i 2. � L�.I � � 208i120V., 3+�, 4 W1RE � � ; ; I � ( ( � ( � ISC = 1 $,000 � j � _ �._ ______ _______ �_ ____� ' � ; j � B. AlC GLOSET LIGHTING SHALL GOMPLYWITH NEC 410.16. , I � € � „ , � I = f � I � 7. 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