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PRJ09-0130 B09-0078.pdf
NORTH DAY LOT _W ���� PROPERTY LINE ¢N , 1./ �--e— --------�----------�------- ------------------�--------------------�--------------�-- ------- �-�----- �----- -� ------- -----------------------•-�-�---�---�-•-------------- - - LANDMARK TOWNHOUSE AREA CALCULATIONS _ � . . . � . . I . � . . . .. ' . . . . . . �LINE OF NEW BUII�ING_ � __ �� �.� �� . . . . ���'�'�.�"�'�"_'�'�__"_'���.�'�'�'�._'_'_'�'�.�__�'�'�'�._"_'�'�.�.�'�._'_"_"_'�'�'�'�'�'_'_"_'�'�'�'�'_'_'_'_'�'�""_'_'_"'_"___'_'_""'_'_'_'_'_'_'_'_'_'_'_'_'_'_'_"_ '_'_'_'_'_'_" '_'_'_""""'_' '�'�� . �� � . ' - . . � i � � . .. . . . . . . � . A60VE.SEECOREANO . � . � . , . � . . . . . . . . . � . . � . . . ._ ._ __� ' i . . . . _ w."�+ . . . , . . � , . i . . - . . . . . � � SHELLPERMIT. : � ' . . . . . � . � . . . � . . . . .. . . � . , .. � ' . . . . � � L . ' . . . . Z N - . . . � ... i � �? ,� � � �:,�'� m,�`_`�. a , b� � ,� ..�.. .�, �: .w. .wM. 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'� G7 O � � p O V ccf > L.. ; : � --� ' ' p O �� ; � _ � d Z U 4 cn _I d O F— � ; � ..�..w - � ; i TH-1 613 141 46 n/a 800 4 � . � . . — ' —F�' � . . . . . . . . , . . . . . . . � � o _o 0 0 0 ;o 0 0 � � ; SCOTT H BRYANS � o--- - - -- - -- ------ - ---------- ------ -- - ----- ----- - - -- - ----------------- ------------ - � � i - ; ---- -- - - - - - - - - -- - - - - -- - -- -- --------------------- ---------------- ; T H 2 613 141 46 n/a 800 4 , x - - . - - - - - - - - - - - - - - - , - - - : , - - - � - - • - � - - - - -= - --_ _. . � � � �------- � ; - - � . „ : . , , , , � � TH-3 613 61 46 n/a 720 4 , , ; �.� � ; ARCHITECT , � , , r.. ; . ` i � � . � � � ; scott shb-arch.com � � 0 r � � TH-4 613 0 0 n/a 613 3 @ � �.. ; . , : ; ; ,= ; : � � , , ; � �„., , ; ; . : _ � ,�.��:���.�.�a,� ,� ,, ` : _. :. : ; _ � � � TH 5 613 1�1 46 n/a 800 4 ! � . - : , . � Vine Street ,.. : , ,.: ... o , : _ , .. ... ... ...... .... ... .. .. ..... _ . . .,... .... .. .. ,.. ,: . _, __. . .... ...: ! i � _. . _ , : ,. , ,a, . i Q . _ , ;.,, � ,.:: ��.. . ._ . .: . , , ,.. � n/a 659 3 W � � , , �, .,... , . ,; , .a � _ , � ,: ... A .. .,. : . ..... -, . ,; Denver, CO 80205 i TH 6 613 0 46 , � �., , _ � - ... : .. . .....: . ... � , � �. ,. .. ,; ; , , _ ----- - _. . ,.;., ; : ; � .;: �.....�. u .� . . ,: . . ... __�.�..�..,.�._w.�.w_.� ...,�..�.� ..�,.�.. � _ . .:. �. , ., ------------- ... �w�..�,�..�,._. . � � ,, : � , ; , _, � �.r, :..�.� ��.� ���.-,�a�.. . �- � . I �.... .�. .,:� .�,W,� ..�. �,.u: . . .... . .. 4:i.. .., . ...: ... , . ...' ,.<�: ....... . , . ... ... .... .:...... . . ...�... . . ,.... .:...... I . . «y .,Mw» n.,�,xx .�n� .u... . . .,i� . _:: .. �.i�� ....:, .. .�.,. .,.... .., ., ..,.... ,_.._.. ..... . �_... ;..�..�. ,.:. .... . ... �.: . . . � ..: . . . «. �.��.. �,.,,.._...n. �«.� «,�.�: ,. , . . . . — . , ,.....� w.> .��.�... .� �. . .._.. . ...., ...._ ........ . .. . ... .. � , � �,.u ,��.,. �� 2 1 . �.. ��� ,. . _ � , ... ,. . 0 8 Z � , �, :�., � ,�, �..��w �.�.r ��..�a ,�.U� � , �... ,�.,x.� a�,,. H. _..�a «..,,.. .�s ..�. �.wz,. .,...�. T -7 613 61 46 n a 720 4 7 -312 1 7 o � , , � � � K.,�U � . ���. , ; - � � � ' , � . J. I � ' ' � � � � . . � r# .: �': ;' _ •:i � _ . . � � � � � ,.:.FOOTPR� r. TH 8 613 61 �6 n/a 720 4 � � � N � ; . , i � � � ' � � LIIyEOFNEWBUIL�INO ' � � . � . � � - - - �� � . � � � . .. . . . . . . . F i i Cf ADJ,`BUILIIING . i ' � i i ' ' , �.- - ' . _ .. . . . � . . A90VE.SEE CAREAN� . . . . I . . . I . . . 1 . , . � , . . , .. . . . . . . j ' sr{euaeaMir. I i j i � -` ;: , ' N.f.G': i n�cl $�� 4 � , , , i ; , (... ;,3 ; ' " ' i , . TH 9 613 141 4(� i � � � � � , , ; , , ; : � :. . �� � ���� � . ; � � �_ � , ; � � � � � � , � � � � � � � � � � � : ,:� . .� . . .:. ���� ����� . � ; , . , ; . ... �.. �� �� � - � �� � 1 n!a � 800 � 4 � � � � � � � . TH 10 613 41 46 � � � , � � r f � �„ i � � � � , , � � - �, � ; � � � � � � � � � � � � ,: ���.. .. E . .. , ..; � ��- ��. ! � i � � � � ���� � �:.�, �, � � � � � � ��. ;: � �; ;�: � � �� ��.,��� . . ;�� � TH-�11 � 613 0 � 0 n/a� 613 � � 3 , ,.�; , ; , , :: � � � ��'. � ,�;�... �� �: �t> � � �� , , � ����� .�:. . . . ; � � � : �; : . �.� ��... , � � , � � � � ,�� ,. . ., ���� ,> ..:,,,: , , :; �;. � . � � �: � � � ;.:�, ' : ;��;, �. .. � : , : i � � � � �.. ��� ; ,.: ....:: . �.. ._�...,. , ;. _.. . �.�:,� -� ..-<t � - �� a , � ,,: :_. ,.. . ._ �,� � i , . �,_ , _._.. _ _ . . ���. . .., , . . �:���� , . .. . :. �.. ... � ,. ,_�. ,,. , ,:. . ����� - �� .:: ...:� � � nla �� 613 3 ����: ����,� , . . ... _. .... , .. _.. . . .. . �. � . :� ,.. ... �.. .. . . , �.. . ..�.... �.. . _..: ; -.: i � ��.w,,°�;�:���.'��:��� � � ., .. .,, ...._. , . . � : . , � 12 613 0 0 . ...: ���.. .,: "�� .�� � , �� - � � � � ,: : :: . ....... .. .. . ...� �,,, . � . . . �. .� ,. � .,.. .. � � �•�a�����,���..� � , _,. .: ...:. ....... �r.�. .z�. t. �;:: �,. : , �� � � ��.�`� � .:,., _..:. ,. ....... .. ._..:.. , .,. ,.. � ,.. , .... .:: . . _: : '����er�G. ��:�t. ..��,.� ... �.�;' � � � ,.. ,, � ,.,,: � ., .. :.:;. ... ., .,; , � �� � i � _ �� "�,�,�*.:•::,..�. �.. , � � , ; ���'�� ' TH 13 �613 � a 0 nla 613 � 3 �. ���.. �� , �, ; ,. ; � � � � � � � � � � � �� � � � � LINE OF BUILDING ;; � �� � . �:�r ; � j PARKING AREA � � BELOW �z � _ ' ' ' � � i � �� � � � � � � i i � � � � � � � � �� � � � � � ee�ow � � � � � � � � � � � � ...�; ����� .. . . ,; .. _.; ,,__ � ���: ��� � � . . .���; � � TH-14 � �� 613 � � 0 � 0 � n/a � �� 613 �� � � � 3 � � � (N.LC.)� � '� � � � � � � �� � � � � � �•:.` � :. ..': .. . ,...��. , , ; ; i ! � i � � .I � � .. Total 8582 888 9884 49 , �, � , �� �, <- _,.,..,, , , , ; ; �/'� ,� , , ; � � , ; , , • � � V J •� �. ; ; TH-15 1 st 46 -46 0 , �`•, `•. F ° � .� .� � � i � .` �. . SETBACK LINE i ; 2nd 676 1�d- $�� �,` �---•---•-- ------•—•—�-------•—•-----•—•--°—•---•--- -°-----•-------•—•—°----------•---•-------°--•-----°------•---------�—•---•---------•---•-------------•—-----•---------�—•---•---------•-----•—•-------•—•—•---• '.. , i , � � _v.{" ' `.,, o - ---, 3rd 48Q 161 152 793 � � � i � n �., , ; ; Totai 1202 285 1593 8 '.,: PROPERTY LINE i i � , � � TH-16 1 st 46 -46 0 ` --------- ---------------------�-----�----------------------------�------------------�------------------------- � . " . _ _ - - - - - - -----�------------------------ ------------------ ----------------------------------------------------------------�-----------; , , � ' , � ,� . , � �; � � . � � 2nd 676 124 800 1 � I N � � uNe oF Bui�oiNC � i 3rd 480 161 152 793 � IJJ �^ ; ; V J ; � �N��W � � Total 1202 285 1593 8 ; , , � 3 3RD FLOOR ELECTRICAI. PLAN � ; i• i TH-17 1 St 4G -4E7 O � � SCALE: 1" =20' 0 10' 20' 40' � i i i ; ; ���. �a( i 2nd 676 44 720 O W ; ; i � ; ; �� ��rnmunity t�evelo�r��nt Depaetment � � 3rd 480 81 152 713 , , .. � .. � W o � � �'Qj�lt�T����.� � �u�ldir�g S�f��y an {nspectiart S�ruices � ! � Q � , ; ; Total 1202 125 1433 7 0 ; ; s ctian � `� , � � TH-18 1 st 46 0 46 = _ i � lnt�rnafianal �u�fd�ng C�dellnt�rnafion�l Residentia! ; ; '� � , Cade alidity c�f p�rmiY.The issuance or granting ofi a permit shal! � i 211d 676 0 676 � �/ ; ; nat bs construed ta be a p�rmit far,or an approval of;any violatian�f � i � � IJ� BUILD1NG CODE DATA: � � 3rd 480 0 152 632 ! ; 'urisdiction.Permits presuming tn giue authnri to vio(ate or cance)th� ; � O � O Building Code Data is referenced from Core and Shell permit Sheet A-001 C i 1 � . � , Total 1202 0 1354 7 J � � pravisions of thi�c�de�r�ther ordinances of t e�urisdiction shalf nat be � Reference Permit Number B08-0010. Refer to Core and Shell for all exterior wall, and ; ; vaud.The�ssuance af a permit based�n consteuct�c�n documents and � � TH-19 1 st 46 -46 0 r � � � � o th er data shall not rev�nt the buiidmg o�ciaf fte�a requiring the i � �./ roof confi ations aiid ratin s. Refer to Core and Sliell errnit for interior framin at � � � � � � , g P g � � carrection of errars in the construcfii�n dc�cum�nts and ather data.Th� ; ; 211d 676 124 800 Northward expans�on. � � building officia!is ais�authonzed�o pe�ven�occupancy ar use c��� � ; 3t'd 480 161 152 793 -� � i � structure where ist�iofatian of this cod��r�f�ny oth�r�rdinance��f � � � � i i this jurisdiction. � � Total 1202 285 1593 8 � CONSTRUCTION TYPE. � W � ; ��a�E: � J TYpe IIIA ---------------------•- P�NS E�:A�[INE�:.� � � TH-20 1 St 46 -46 0 � � ' ' `----------------- ' � 2nd 676 124 800 o z , -----------------------------------------------�-----�-----------------------------------------�---------- ------�--------' ! High rise re: IBC 403 ; ; 3rd 480 161 152 793 � �" ` � ! � : W � � Total 1202 285 1593 8 � � OCCUPANCY: �----------------------------------------------------�---- --------------------------- --------- -----------------------•----�--------------•----------�---------------------------�-----�' � Scope of Work: r n R-2 TH-21 1 st 46 -46 0 `� - Scope of work for this amendment to the Base Building Permit shall be limited to the interiar tenant finish at the existing town house units. All worlc W shall be within the existing envelope of the building and/or the within the new enclosing walls and ceilings as described under thecore and shell perrnit 2nd 676 0 676 � BUILDING STORIES/HEI,GHT: drawings. The scope of work shall include new electrical,plumbin , interior artitions and finishes on enlar ed unit lan sheets tllat were not included 3rd 484 0 152 632 I"� g p g � Total 1202 0 1308 7 � , Allowable=5 Stories as part of the base building permit. z , Proposed= 5 Stories plus mezzanine. And basement of Type IB Construction . TH-22 1 St 46 -46 0 _ , � General Unit Notes: 2nd _ 676 44 � 720 Allowable Buildin Hei ht= 85' J g g 1. Dimensions are to face of stud, face of concrete,or column centerline unless noted otherwise. 3rd 480 81 152 713 Proposed Building Height= 84'-6" 2. Refer to overall base building drawings for wall type designations at demising walls, corridors, and exterior walls. Total 1202 125 1433 7 3. Coordinate the location of all new floor penetrations with Structural Engineer's requirements. TH-23 1 st 46 -46 0 ' � ALLOWABLE AREA: 4. Pro ' vide new concrete topping slab over existing double tees per structural engineers requirements where indicated at first floor. Top of new topping 211d 676 124 800 Q (af Type IIIA Building) slab to match elevation of existing slab. _ _ _ W =24,000 sf/floor re: Table SQ3 3rd 4$0 161 152 793 , _ � _ _ 5. All penetrations of rated walls, floor, ar ceiling assemblies must be fire caulked per LTL listings. , DATE DESCRIPTION Total Allowable Area—24,000 x 3 — 72,000 sf � � - Total 1202 2$5 i 593 8 -- --- -- - --- --- m . , 6. All wet areas are to receive 5/8"thick water resistant gypsum board (green board). Provide 5/8" thicic type' x' water resrstant gypsum board at . . Proposed Area(under previous permit) = 57,044 sf. TH-24 1 st 46 -46 0 12/16/08 PriC�ng interior bearing walls required to be 1 hour rated. --- ------ --- ,, ,°� � _ Q Increased FloorArea under this submittal= 1,672 sf 7. Provide blocking as required. 2nd 676 124 800 03/03/09 PRICING Total Pro osed Area— 58 716 sf ,� `�' L p — � 8. Refer to MEP drawings for location of access panels, louvers,or equipment 3rd 480 161 0 641 04/24/09 Permit Issue _._ . ._ __ . � � 9. Refer to fire protection drawings for location of sprinklers heads and fire alarm equipment. Total 1202 2$5 1441 7 � R.ATING REQUIREMENTS OF BUIDLING ELEMENTS 10. Refer to base building drawings for exterior and common area door and window specifications. --- ---- - - TH-25 1 st 46 0 46 2 06/09/09 Permit Revision � (Table 601} 1l. Typical door jamb opening shall be a ininimum of 3"from the corner of the adjacent wa1L __ _ __ Structural Frame lhr. 2nd 676 0 676 —� 12. All new construetion with in the individual units shall comply with the standards of Type IIIA construction. m �' 3rd 480 0 152 632 _ _ _ _ �,��;, � p Bearing Wall Exterior 2hr. N.C. ..� 13. All new interior nan-rated partitions are assumed to be 3 1/2" wood studs with 5/8" gwb. each side unless otherwise indicated. ��s� , �C Non Bearing Wall Exterior re: Table 602 � » Total 1202 0 1354 7 _ _. � ,. U 14. Provide 3 /2 sound batt insulation at all new partitioii walls and furring walls. � Bearing Wall-Interior 1 hr. 15. Proeide sound batt insulation in second and third floor floor framin�. TH-26 1 st 46 0 46 `� .� o , Interior Non Bearing Walls 0 hr. 16. Patch and repair existing wall board as required. 2nd 676 Q 676 �=W NO: �,_ 3rd 480 0 152 632 _ � E,,, . : � Roof Construction l hr. . , _ PROJECT _ �' � Plumbing Notes. Tot�l 1156 0 1354 7 M4DEL FILE: ` � : � L Showerheads at all new showers to be mounted at 6'-8" a.f.f. unless otherwise noted. TH-27 1 St 46 0 46 E SPRINKLER SYSTEM: __ __ .__ � , 2. Connect new plumbing fixtures to existing waste lines. Coordinate requirements with Plumbing Engineer. Penetrations of plum bing through rated :2nd 676 124 $00 O Fully Spr�nlclered re. NFPA 13 and IBC 903.3.1 floor ceilmg assemblies shall be pravlded with a UL listed fire sealant system. _ _. 3rd 480 161 0 641 0 � >, FIRE PARTITIONS: Electrical Notes: Total 1202 285 ; 1487 7 � Walls separating dwelling units shall be 1 hr. rated per IBC 708.4 _ l. Provide all new electrical circuits, wirin and fixtures to com 1 with the re uirements of the 20Q8 NEC. TH-28 1 st 46 0 46 � Provide penetrations per IBC 702. 2. Electrical lan is shown for la out ui oses onl . Coordinate circuitin and�th r 2nd 676 124 800 P y p � y g o e requirements with Electrical Engineering drawings. SHEET TITLE �+ 3. Refer to Electrical drawings for specifications of electric baseboard heaters. 3rd 480 161 0 641 00 4. Provide rated enclosure around can lights to maintain rating of one-hour floor ceiling assemblies, or provide law voltage cans than have a ceiling TOtal 1202 285 1487 7 � COVER SHEET r � penetration less than 16" sq. 0 tn : Total 3418 0 1672 � .�' _:.�---� CONTRACTOR: MECHAfVIGAL/ PLUMBING/ STRUCTURAL ENGINEEI�: AR�HITECT: Total 253s4 3050o io3 - � . , [� � [� � � THE ALTER GROUP ELECTRICAL ENGIIVEEFZ: MARTIN/MARTIN, INC. SCOTT H. BRYANS Pre-deveiapment Area Post-development Area Totai ` � D � g, 5501NEST HOWARD STREET AEC 12499 WEST COLFAX AVENUE 3119 VINE STREET � °��6� .�-� ���� SKC�NCIE (LL. 60077 Ar' hl r Note: This permit submittal does not increase the floor area of either , _ � , C teCtu al Engineerirlg CotlsultBntS PO BOx 151500 DENVER, COLORAD� the 1st Floor or the 2nd Flaor. The area ofi the 3rd Floor is increased by � 847.676.430� P4 BOX 8489 LAKEWOOD, COLORADO 80215 8�205 � ���� �� ���� by 1,672 sf by infilling the floor area that was open ta below in 11 town house units. � 40801 US HWY 6 & 24, STE 214 303.431 .6100 720.312.1187 � AVON, COLQRADU 81620 0 ; � 970.7�8.8520 ; � c.� � ,� : `���� �� ���6 F �,. p . ,� F �, ���� � � [ � . . . . . . . . . . .��� .39 1���..-.,_�.,.� ���� . . . . . . . . . . . . . . . . . � . . � . : . �� . . . . . . . . . . . . � . . . . .. . . . . . . . . . . � . . . . . . . , . . . . . . . . . . . . . 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I I THO-4 ! f THO-4 SIM. • � � � � � � � � , , � � � � � � Q o � , , � _ 15 16 i 17 �8 ! 19 20 � 21 22 � i i ►, � � � o- --------------------------�--------------------------------- � � 23 24 , 25 26 � 27 28 � � � . �,,,�,,,� � : SEC4ND FLOC�R KEY PLAN � -� � SCALE: 1/8" = 1'-0" � z 0 4' 8' �6' � � � � \ KEY NC�TE LEGEND: wA���E�EN�: � � J , � P W 1 �.... ...� , -.; EXISTINGWALLTOREMAIN Q Area of additional floor/ceiling area for Northward expansion. Refer to core and shell drawirias and�permits for structural infoi-matian ��-1 New coRE AN�sHe��wa�� � . . . . . . � . � . . . . . . . � . . . . . .. � � b � �: r � � � . . REFERTO BASE BUILDING PERMIT � . � . fla�r Ce11121g C�I1Stl�Ct1�11� a11d COCIlIgLlratIOIZ iLTld COIZStrL1CtIO11 Of eXt�.'P�OP FORCONSTRUCTIONANDLOCATION � NEW INTERIOR WALL �� ' wall and openings. Interior finish of the shell area, only, is included in this NEw NoN-RATEO PART�T�oN.3„2�� � � � . • WD.STUDS @ 16"O.C.w/3 7/2"BATT � � � � . � . � . � . . . � � � . - � � � � � � . - . : . � '., � � ' � .. � � - � �� . � � .. � � � � .� . � .. ' � � . � . . � �. S�'i�pe Qf W�rl�.. Refer to enlarged floor plans, and details for more lnformation. . - �. � . INSUL.AND 5/8"GWB.EA.SIDE � � � �� � � � . . . ; � Q- --- > ----------------- � --- - --- �P : _ 2 r'�'_'__� NEW WTERIOR PLUMBING WALL ------ . . . . . . . . . . . � . .t � . . . � . ..,...:�...... - � ;� . . . . . . � � . . . � . , h;EW NON-RATED PARTITION.5 V2" . � . � .�. � . . . � � Demo existing umt stair between first and second floors. Infill floor openmg wo.sr�os@,6"O.G.w/31/rBAT-r � � . . � . .� . . . . . . � �, . � � . . . . � .�. � . . . � . . . . . . . . . . .. . . . . . . . . , . . , � � � INSUL. ND 518"GWB.EA. DE . � � � �� ' . ° with new 1-hour rated wood framing. Refer to 5tructural drawings (included � . 3' �. . . . . . . 1 HOUR RATED INTERIOR WALL � �P y ` with this submittal), enlarged umt plans, and details for more mformation. '` ` ' 3„z"WD.STUDS @ 16"O.C.w/3112�� LLI , � _ . . . . . � . ...,..... , . ., .:.�.�., ;: . ti . � . . � EA SIDSUL.AND5l8"TYPE'X'GWB. ... .,....... ,... . '`^. � � . . � � � � ,........ ._.... � � � � BEOR°oM#, "� 3 Provide new 1-hour rated wood framing to infill existing loft area. Refer to C _ _ � EXISTINGWAL oBEOEMO��sHEO DATE DESCRIPTION � Q �� __ � � pp s, 3, � Structural drawings (included with this submittal) and enlarged unit plans ; 12/16/08; Pr'ieing . � � � �, J w for more information. __ ._ ; n, � sEOROOM�, � � 03/03/09 PRICING � . ; `> ___ __ _ __. "`� � � 4 Existing l hour rated CMU wall separating townhouse units. 04/24/09 Permit Issue �� DN � w L� � � . . . . . �. 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" �. .�..� �*.A.... �*-� ..�a �,. ., � .. : .�r k.. .�55�.�.. . . . . . . .� ����� ,.�;� '� _.v��. �.. .-. � �`�.,.y. � .hr. .�-r �x.F.1�,�.\.�@:� .a u�. .���. .v�� .�. �.�, .`€ov7.. . . . . . . . . . � � . . . � . . . . . . . . .. . . � . . . . . .. � . . � � � . . ,� . . - � � . . . . � . � . . � . . . . ...��, .,:�,.� ,3.'.�a.`�.��.,��,Fn2,,. .`�.d. ,�.?>., �.���. ;..,��,.�a>�:..��..``�v�. �a�,<?.am �.�^a..s��.. ,,.�,.',., ��.�. �..��a.,���: ����''��.�w°�., ..c � .�.'�.����.�u�,.�a��° . . . . . � . . . . . . . . � . . � . � � . . � . �. � � . � ... . . . � . � . . . . � .. . . . . . � . . . . . � . � .. . . � � � . � . � . . � , � . � . . . � . � � � � � . � . � . � LEGEND: _ Z i;i.� NEW WALL FRAMING BEYOND PARKING STRUCTURE � SECTION-ELEVA'PiOP! � �������� EXISTING BUILDING STRUCTURE TO REMAW � SCALE: 1/4•' = 1•-0•• � � NEW BUILDING STRUCTURE PER BASE BUILDING DRAWWGS � ,; Q. (W• _ _. � NEW BUILDING STRUCTURE PER INTERIOR UPGRADE DOCUMENTS DATE : DESCRI PTION _ ; m EXISTING BUILDING STRUCTURE TO BE DEMOUSHED �ZI�6�OS Pt"ICltlg � �� Q :.� � _ REFERTOSTRUCTURAL O4�Z4IOg P@I'tlllt (SSU(? � DRAWWGS FOR FRAMWG � EXISTING NEW AND CONNECTION DTLS. � FRAMING FRAMING ,.. ,._ . � EXTERIOR WALL 2 06/09/09 Permit Revision _... -J EXISTING GYPCRETE PER CORE AND SHELL SECOND FLOOR - � � PATCH AND REPAIRAS EX S NGCRETE TO MATCH PERMIT DRAWINGS _ _.._ REQ EXISTING NEW U THIRD FLOOR FRAMING FRAMING __ . �SECOND FLR. DO NOT PENETRATE � U O __.........:_... _..: _:.... _. '::�,:�� EXTERIOR WALL NEW GYPCRETE TO MATCH EXISTING GYPCRETE NEW EXISTING V ;� ����.-.� W/NEW FRAMING PATCHAND REPAIRAS ���EXISITNG. c� _ : FRAMING FRAMING REQ. PRO�ECT NO: � : . —► __......... � ' '_;: �.:�.;R.� _. _. ___ _ _..: _... _ ,. , MODEL FILE: � . p... . , . .. .. .� ,: _. __. . _ __ .:�::��. E __ __ _ _ _ _ __ ....�..:. � .. � . . ..... . . .... .. � ...:.-. o . ..�..: xxxx� .�.:.. : UUUJ:�CX�U 1 LAYER 1!2"TYPE'C � "" GWB OVER EXISTING •.�. ., �., SOUND BATT �..:� .� ... .:.. ��� _ � GWB. INSUL. .:.... , .•..�.,.... � _ ..•.:. :�'•'•�'. EXISTING 2-2X12 � ONE-HOUR RATED EXISTING CONCRETE :.:'::; TO REMAIN ATTACH � WALL 1-LAYER 5/8" . BLOCK WALL . ..•.,: PROVIDE 1-LAYER 1/2°TYPE'G �, TYPE'X'GWB - ''::�.: FIRE CAULK ST UCT�. MING PER. DRYWALL OVER RG1 CHANNEL 2-LAYER 1/2"TYPE'X'(OR TYPE'C'} SHEET TIiTLE m EACH SID ...:;rj. _ ..... .� OVER EXISTING QRYWALL. OVER RC-1 CHANNELATTACHED TO ,,., PER BASE BLDG.DRAWINGS NEW FLOOR FRAMING. � . 2-LAYER 1/2"TYPE'X' ' U FOR 1 HOUR RATING. . � (OR TYPE'C')OVER RG1 S E CT I O�S CHANNELATTACHED TO ,�" NEW FLOOR FRAMING. cA EXISTING CONCRETE . .:... � STRUCTURE :..�-..�. NOTE:PROVIDE 2-LAYERS 1/2"TYPE'X'GWB ATTACHED TO NOTE:PROVIDE 2-LAYERS 1/2"TYPE'X'GWBATT,4CHED TO � RG1 FURRING CHANNELS PER GA FILE NO.FC 5241 T0 ACHEIVE RC-1 FURRING CHANNELS PER GA FILE NO.FC 5241 TO ACHEIVE � FIRST FLR. .•�����, 1 HOUR RATING.TYPICALATALL NEW TJI FRAMING 1 HOUR RATING.TYPICALATALL NEW TJI FRAMING ��� •� r� �• a s ,w '�'°,��r., � w� .�� NOTE:PROVIDE 2-LAYERS 1/2"TYPE'X'GWB ATTACHED TO � C � � .' RC-1 FURRING CHANNELS PER GA FILE NO.FC 5241 TOACHEIVE ��, ___ � 1 HOUR RATING.TYPICALATALL NEW TJI FRAMING �_, , , C , � � � ! � � WALL SECTION @ BEARING.WALL 3 3RD FL04R FRAMING DTL. 2 3RD FL�OR FRAMING DTL. 4 2ND FLOOR FRAMING DTL. �_ ; � 5 3/4"= 1'-0" 3/4"=1'-0° 3(4"=1'-Q" 3/4"_�'-0" � ��a,q . �.��..�,::� � �.��.�, U O � �- _ U � w,F � � �� �, � � J' .. . . . . . � _ . . . . . . . . � ' � .. . . . . . . . . . . . � .. . � . .. . . . . � .. . . . . . . . . . � �. . . . . .. . . . . . . � . . , . . _ . : . ' . ' . � ,� ' . . .. . � . . . . . . . . . . . . � � . . � . . . . . . � . . . . . .. .. � . � . � � . . . � � � . . . � . � � . - � � . �. O . . . � � � � � . . � . . . . . .. . . . . . . . . ,. � .. � � . . . . . . . . . � . � . . ' . . . � . . . . . � . CJ . . . . . . . . . . . . . .. . . . . . . � � . . . :� . . . . . . � . . . . . . . . . . . . . . . . . . . .� .. ' ' �' . .. -. . N . � �� ` ���� ; �:�� y � GENERAL NO a �g;���. � � � `" ��{ ���,.... �.4 �y:;�p� N ? . 4'£� �-��#�""' !fr'� % £ �/ . . Zl . . . . . . . . � . . . . . . .. . . .. . . . . . . ' . � . . .. . . � . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .� �� fi q1��,1.a4.w,w^.,_ � ��i:��a � `., m � SECTION 1 — GENERAL REQUIREMENTS �� ����� �� � �, INTERMEQIATE `' �N �� � 1 . PROaUCT SIZE TYPE MR VR EI END REACTION W 0 REMARKS �'�,��� .�,,�Ft�7���,����d� f� REACTION STIFFNERS ;�,���«�������,��`' � 0 DEFINITIONS: � , ��,��;zy�.� _ p A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAV'IINGS T0 ,� �.� `= "ENGINEER" MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER 11 g" TJI 230 230 IJ 4215 1655 347 1060 2410 � o ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER" , 11 �" TJI 560 560 IJ 9500 2050 636 1265 3000 ' �,�� "MECHAN I CAL ENG I NEER" , ETC. 14" TJI 23Q 230 IJ 4990 1945 509 1060 2410 � ,� `v 1 . 1 . 1 EX I ST1 NG STRUCTURES: 14" TJI 56a 560 1J 11,275 2390 926 1265 3000 ���:i .i-1 :�1';�"'�:t�u�: ; . � �> . ; . . . . . . . . . . . . . � . . . . . . . . �.:... r�(rlllr�rt I =JrW ' � , A. CONTRACT DOCUMENTS HAVE BEEN PREPARED US I NG AVA I LABLE Fb F� FT -G,'1��,�,�;Jl -.�ro DRAW I NGS AND S I TE OBSERVAT I ON AS PERM I TTED BY ACCESS PRODUCT SIZE TYPE PSI PSI E (KSI) PSI "'il`r ���Rx '� . � ) � ) � ) - RESTR I CT I ONS DUR I NG DES I GN. , ,:,,:��4„�� " , : ; B. DUR I NG CONSTRUCT I ON, THE CONTRACTOR MAY ENCOUNTER EX I ST I NG 1.3E TIMBERSTRAND COLUMN 3 2 X 3 2 LSL 1900 400 1.3X10�6 680 ` ' .�� ��� �� �-�`� CONDITI-0NS WHiCH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH � PROJECT DOCUMENTATIQN (DISCOVERY) . CONTRACI'OR SHALL NOTIFY ABBREVIATIONS ARE AS FOLLOWS: THE ARCH I TECT OF ALL COND I T I ONS NQT PER THE CONTRACT .� :MaRTiN i Ma,RriN DOCUMENTS. EXAMPLES I NCLUDE : MR — NON—REPET I T I VE MEMBER RES I ST I NG MOMENT I N FOOT—POUNDS �': `�oNS„�T�Na EN�,NEERa .,,. : S I ZES OR D I MENS I ONS OTHER THAN THOSE SHO�NN. VR - RES I ST I NG SHEAR I N POUNDS 12499WE,r�o�F,�A�E„�E ' DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS. EI — PRODUCT QF MODULUS OF ELASTICITY AND MOMENT OF INERTIA, °�KEOOp�o�oq,oaO215 — COND I T I ONS OF I NSTAB I L I TY OR LACK OF SUPPORT. x 1 Q�6 �I N2 PH 303.43,.6,00 FAX 303.931.fiB66 - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD. ER . . . . . .ALLOWABLE REACTION AT MEMBER END WITH 1-3/4" C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS, BEARING LENGTN. D. CONTRACTOR SNALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. IR . . . ALLOWABLE REACTION AWAY FROM MEMBER END WITH 3-1/2" � E. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH BEARING LENGTH. � � DISCOVERIES IN THE CONSTRUCTION SCHEDULE. � IJ — I JOISTS 1 . 1 .2 USE OF DRAWINGS: OJ — QPEN WEB J01ST WITH WOOD WEBS � ! r- LSL — LAMINATED STRAND LUMBER � � A. DO NOT SCALE DRAWINGS. LVL - LAMINATED VENEER LUMBER � �, PSL — PARALLEL STRAND LUMBER Z � B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS , AND � GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 6.2.2 SHEATHING: � DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND � TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR A. WOOD STRUCTURAL PANELS WSP � CONDITIONS. WHERE N0 SPECIFIC DETAILS ARE SHOWN, O ' 1 . WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING ,� ; CONSTRUCTION SNALL CONFORM T0 SIMILAR WORK ELSEWHERE ON THE TO U.S. DEPARTMENT OF COMMERCE STANDARD PS-2 AND A A O � P PROJECT. PERFQRMANCE STANDARD PRP-108, LATEST EDITIONS. Q , ,Q' , 2. ALL WOOD PANELS SHALL BE EXPOSURE 1 = 1 . 1 .3 TEMPORARY CONDITIONS: � , � ' 6.3. 1 BLOCKING AND BRIDGING: � THE STRUCTURE I5 DESIGNED TO FUNCTION AS A UNIT UPON � 0 COMPLETION. THE CONTRACTOR iS RESPONSIBLE FOR FURNISHING A. PROVIDE FULL HEIGHT SQLID BLOCKING MINIMUM WIDTH TQ MATCH O �I ( � ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN THE RESULT OF THE CONTRACTOR S CONSTRUCTION METHODS AND/OR JOISTS AND RAFTERS, FABRICATED JOISTS AND RAFTERS AND � � O SEQUENCES. „REFER TO "LATERAL LOAD RESISTING SYSTEM TRUSSES) AT SUPPORTS. U � DESCRIPTION IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. � ^ 6.3.2 NAILING: UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE ' 1 . 1 .4 OSHA STANDARDS: BOX NAILS WITH SIZES SHOWN ON THE ORAWINGS. ALL NAILING � � � � SHALL BE IN ACCORDANCE WITH TAB�E 2304. 9. 1 OF THE IBC UNLESS - � THE STRUCTURE IS DESIGNED T0 FUNCTION AS A UNIT UPON NOTED OTHERWISE ON DRAWINGS. ` COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHAL� � '� � / BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO 6.3.3 METAL CONNEGTORS: COMPLY WITH ALL OSHA REQUIREMENTS. � � FRAMING CONNECTORS SHALL CONFORM TO IBC 2003 SECTION 1715. 1 THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY � ` � • PLATES, STIFFENER PLATES, STABILIZER PLATES; BRIDGING, SIMPSON STRONG—TIE COMPANY, SAN LEANDRO, CALIFORNIA: OTHER BRACING, BEARING SEATS, ETC. , AS WELL AS CLOSURES FOR MANUFACTURER'S PRODUCTS MAY BE USED IF APPROVED BY THE � � , OPENINGS. ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY TNE MANUFACTURER FOR EACH CONNECTOR. � � � WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA � � REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL ALL CONNECTOR HOLES SHACL BE FILLED WITH PROPER NAILS BOLTS � CONDITIQNS ONLY; THE CONTRACTOR SHALL ADD ALL ERECTION INGLUDING OPTIONAL NAIL L�CATIONS FOR UPLIFT: ALL BO T � i FRAMING AS MAY BE NECESSARY TO COMPLY WITH 05HA. HOLES SHALL BE DRILLED IN1"0 FRAMING MEMBERS. MAXIMUM HOLE � 1 .3. 1 SPECIAL INSPECTION: DIAMETER IS 1/16" LARGER THAN THE BOLT DIAMETER. -� o 0 0 N in N O OI � Q : SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2003 SECTION 6.3.4 OPEN I NGS; DATE DESCRIPTION 109 AND CHAPTER 17. THE L I ST BELOW I S A SUMI�IARY OF REQU I RED 04/24/09 PERMIT ISSUE � ,f � N� � N OPENING, POCKETS, ETC. , SHALL NOT BE PLACED IN BEAMS 0 0 ° TESTS, REFER T0 THE SPECIFICATIONS FOR DETAILED TESTING , COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS N N ° �` : REQUIREMENTS. JOISTS, POSTS, , = EXCEPT AS ALLOWED PER THE MANUFACTURER S RECOMMENDATIONS. ,�,: �� , WOOD: MAXIMUM CIRCULAR HOLE SIZE SHOULD NOT EXCEED 8" . �� �; } G . . . . . . . . .. . . . . .. . . � � . . — . � � . . . . � . . . . � .. � � � � . . - . f— 1- �1 � � . . . . � . . .. � . � . . � . � . � . . . . � � : . . . �. . . � . � . . . . � . . . � . � . . . . . . . . . . � . � � .� � . . � � � � . � - � .. �� � � METAL CONNECTORS � W w w � W � � SECTION 5 - METALS � = oo DESI�N CRITERIA � � wW 5. 1 . 1 CONNECTION:MATERI�AL: ,. � 1 . CODES AND STANDARDS USED IN DESIGN: A. HIGH—STRENGTH BOLTS: ASTM'A325 OR ASTM F1852 TENS I ON—CONTROL TYPE 1 HEAVY HEX, PLA I N UNLESS NOTED A. I NTERNAT I ONAL BU I LD I NG CODE 2003. PROJECT NO: 20632.S.02 OTHERWI SE . PROV I DE TENS I ON—CONTROL` BOLTS WHEN EVER MODEL FILE: POSSIB�E. B. WOOD: ANSI/NFoPA NDS-01 [NDS-97] „NATIONAL DESIGN B. EXPANSION ANCHORS: WEDGE TYPE, REFER TO SPECIFICATIONS FOR SPECIFiCATION FOR WOOD CONTRUCTION" AND SUPPLEMENT, 2001 . ' MATERIAL, GRADE, AND FINISH. SUBMIT ICBO REPORT. C. ADHESIVE AN�HORS: THREADED ROD ASTM A307, REFER T0 2. GRAVITY LOADS SPECIFIATIONS FOR MATERIAL GRADE AND FINISH. SECTION 6 — WOQD , A. GRAVITY LOADS TABLE SUPER—IMPOSED LIVE LOAD, LIVE LOAD PARTITION 6 . 1 . 1 LAM I NATED MEMBER S I ZES: M I CROLLA LOCATION DEAD LOAQ, PSF PSF REDUCTIOh LOAD PSF REMARKS SHEET; TITLE M SIZES (LVL) AND FABRICATED , MEMBER SiZES (TJI ) SHOWN ARE NET; OTHER MEMBER SIZES ARE TYPICAL � Q NOMINAL . FLOORS 10 40 YES -- GENERAL NOTES Q > � � �— � o � 6.2. 1 FABRICATED LUMBER: NOTES: SUPERIMPOSED DEAD LOAD EXCLUDES STRUCTURE SELF WEIGHT BUT AND d - - ¢ z z � INCLUDES THE WEIGHT OF ALL OTHER PERMANENT MATERIALS SUCH AS � � � Q - D. FABR I CATED LUMBER QES I GNAT I ONS ARE ' THOSE MANUFACTURED BY CE I L I NGS, M.E.P, F I N I SHES, ROOF I NG, ETC. DES(GN CRITERIA � ° �' � ILEVEL , BOISE, IDAHO. ° z '� `� E. FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF Q w Q z ��-�� �--�.._ , THE FOLLOWING: MICROLLAM (LVL) , TJI JOISTS. � �- � � � ° , � F. THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS, END BLOCKING, �,.�--- .. ��_�� �- BRIDGING, AND ERECTION BRACING AS REQUIREQ. SEE "DESIGN �� w `� CRITERIA" FOR DESIGN DEAD AND LIVE LOADS.- ��_ , � �.:w � Y . G. FABRICATED LUMBER SHALL BE DRY AND HAVE THE FOLLOWING � , 4 M I N I MUM DES I GN PROPERT I ES (AT NORMAL LOAD DURAT I ONS : 1, � �u�`"°""°`� m � • �- � W m _ " C.7 U z � � � « � t� ��� �n <t rL o_ w � � � o 0 ,:, . . . � . . . . . . . . . . . . . . . . . . . , . . . . . . . .. � . � � . . . . . . . . . . . . .. , . . . . . . . . . . . . . . . . . . . . . . . .,, ..,. . . � . . �. ' � . . . . . . � . . � ... _ . ' . . � � . . . � � .�. � . � .. . . � . . . . . . . . . . . . � . . . ' . . . � , . ,. ' N � r ELECTRICAL LEGENC� EL��TRICAL. SPECIFICATION� �, o GENERAL NOTES ALL SHEETS .� (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) � c� N � . . . . . . . . � � " L THE ELECTRICAL CONTRAGTOR WILL PROVIDE A WALK THROUGH WITH : ■ } � .V p �N THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: O RecessE�oowrvucHT ' ABaREViaTioNS �v �e n e ra I R�C�U I Iw�I�Y��I1`S - p � •CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES,ADD THREE WAYS OO suRFace MouNre�ucHT Ac -ASOVE courvTeR " 15. SUPPORT � � � V � IF FOUND NECESSARY. Q--I wa��nnouNTeo�icHr FixTURe aFF -asovE FiNisHeo F�ooR �� SCOPE: Fumish all materials and labor required to execute this work A. Support all electrical equipment independent of accessible ceilings as (n � �? � _ a,FC -aaove FiNisHe�cw�,oe as indicated on drawin •REVIEW RECEPTACLE LOCATIONS, MOVE AS REQUIRED. PROVIDE g and as specified, as necessary to complete the required by NEC. � � � � I� Aa RECESSED FLUOR.LIGHT FIXTURE AL -ALUMINUM C O O � UNIT PRICWG IF ADDITIONAL RECEPTACLES ARE.REQUIRED. cu -coPaER cantract. Electrical work shall include, but notlimited to,these major Q �_ > O •REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM Aa suRFACE F�uoR.u�Hr FixruRE oesic. -�esicNa-riorv : items: 16. ELECTRICAL BOXES 'cn t6 Q ti IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. FixruRe�esi�NarioNS EM -EMERCENCY I ctric I b xes at o osite sides of the wall � � C �t � MOVE AS REQUIRED. EMP -ENERGY MANAGEMENT PANEL , A. A�ft'@ i"at@d 4V�I SpBCe eIe 8 O pp � UPPER CASE-FIXTURE TYPE EWC -ELECTRIG WATER COOLER A. COR1pI2t@ WII'Iflg SySt@tll f0t'I18W Ilglltlllg aI1CI pOVIBP aS ShOWfI, n0 I@SS th811 Z4�� horizontal distance. � � •O r LOWER CASE-SWITCH DESIGNATION IIICIUCIIf1 new anelboards, new conduits, new wires, new wirin � c� N X O IN GENERAL GONFIRM POWER AND LIGHTING REQUIREMENTS. THE cNO -�ROUti� � p g e tac e are shown on lan next to each other. � � � V � B. When phone,TV&power rec p I s p _ C � ELECTRICIAN SHOULD BE.PREPARED TO REWORK SOME DEVICE LOCATIONS. SHADING ON FIXTURE INDICATES EMERG,BATtERY BACKUP GFI -GROUND FAULT INTERRUPTER C I@VICBS, new con tro l devices, etc.for a complete lighting and •� � � �,., �.L� -Nor Fusea Locate respective receptacles next to each other on site with no more •- SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRIClNG F� F�uoRescervT sTRiP Fix-ruRe nNiic -Nor irv coNrwacr and power system. �: � O � (� PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS N� -Ni�HT u�Hr than 1"seperating cover plates. � L I-a-�-� TRACK LIGHT AS NOTED OR SCHEDULED � CJ' � � APPROVED PRIOR TO PROCEEDING. NTS -NoT To sca�e a. Complete feeder(s)installation as required for new and/or � � � Q� -1 N N � � wa,��wasHeR uc -uN�eRCROUNO electrical apparatus as shown on single line,diagram and � �at 6 Wi ri n Re u i rements �T�1 °� � � � Q� WP -WEATHER PROOF •v, � � C� OO � , Q�� POLE-MOUNTED FIXTURE dl'aWlft S. ° g C'. _ ''"'' � � XFMR -TRANSFORMER g � POST(BOLLARD)FIXTURE +18" -MOUNTING HEIGHT TO CENTERLINE ` � sTeP u�Hr oF oEVicE aFF oR aF� b. Complete branch circuit wiring required forthe connection of A. The cabling for voice and data must be continuous, home run, non-spliced, � -L v >,� emergency lighting and exit signs to existing emergency stand 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable W -�-' U � , � CEIUNG OR WALL MOUNTED EXIT LIGHT FIRE ALARM SYSTEM V U = C� by power system. manufacturers include: Berk-Tek, Belden, Lucent or equivalent. � a � Ct3 W � a� EMERGENCY BATTERY LIGHTS a�FACP FIRE ALARM CONTROL PANEL � DUP�EX RECEPTACLE @ 18"UNLESS NOTED 2. COf11pI@t6 �1(OVISIOfI, IllStallatl0C1 af1CI C011tl@Gt1011 Of Ilgfltlflg fXtU�BS, B. Data cable will be colored blue. Voice cable will be colored white. L -� � ' ANN FIRE ALARM ANNUNCIATOR PANEL � DOUBLE DUPLEX RECEPTACLE @ 18"UNLESS NOTED �Xlt SIgf1S aIICI I2111pS 8S Sp@Clf @C) 8t1CI 8S SIIOWft 011 CI�flWIt1gS. � (6 Q r N QQ FLUSH FLOOR DUPLEX RECEPTACLE � FIRE ALARM PULL STATION � U W O � pq a�aRnn HoRN oR sPEaKeR 3. Fire alarm system will be by electrical contractor. C. The terminations at the station locations must be Category 6,T5686(AT&T} O •� W � 0 �,l sPecia�ouT�eras rvoTEO , modular RJ-45, 8 pin, 8 conductor, Hubbell, Leviton,or lucent or equivalent � � J O � p�� COMBINATION HORN/STROBE OR SPEAKER/STROBE 4. COITt(JIOtG'COM2CtI0tl Of HVAC/PlUfill71t7g tl'10tO��S�,water heater(s), acks, match face lates to ower,color coded for voice and data, match to -� � � �- � DUPLEX RECEPTACLE HALF-SWITCHED @ 16"UNLESS NOTED J P P � � � 0 H THERMAL HEAT DETECTOR @gUlplll@tlt, 2tC.furnish by mechanical-refer to both electrical and U cable. C)utlets will be securely held in place. ,� 07 - � PoP-ua RecEaTnc�e �i sMOKenotviza;riotv�erecTOR and mechanical drawing for scope and work and additinal infor- V � 00 � . Q TELE-POWER POLE . CF' � O P PHOTOELECTRIC SMOKE DETECTOR 1118t1011. D. WBII R1dUllt@CI p8tCI1 pafl@IS WIII b@ pPOVIdBCI. � pp MULTI-OUTLET PLUG STRIP O H!P HEAT/PHOTOELECTRIC SMOKE DETECTOR Q X . J� JO JQ-I JUNCTION BOX IN FLOOR,CEILING OR9N WALL . �]s' 'UR` oucr oErECroR 5. Provide grounding and bonding Facilities. E. All cables will be labeled with self-laminating labels at each cable end, at each m � COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL O SPRINKLER SYSTEM FLOW SWITCH , , , patCh p2118� (OC8tl0(1,and each wall/floor faceplate that has wiring installed. � rE�evisioN our�eT 6. Complete all electrical demolition as required. Goordinate numbering scheme with owner. � ' QUANTITIES PER FLOOR PLANS �1- SPRINKLER SYSTEM TAMPER SWITCH � � TELEPHONE BACKBOARD � �� STROBE ` CONDUIT RUN CONCEALED IN WALL ORABOVE CEILWG 7. COI'8 dfl��lflg 8t1d patChlll9 Of @XlStlllg bUl�dlflg StPUCtU('2('@GUIf@d fOf F: Provide plenum rated cable when required by article NEC 300-22. QQ snnoKeiFiRe�aMPeR cotvNecriorv electrical work. Core drillin shall follow Buildin Standard rocedures �=������'��^��;�:, =�► CIRCUIT HOMERUN `I� g g P s°� ��;� K . REMOTF INDICATOR LIGHT . . . . ' ,������,�, €4 t':' . .���� corvouir RuN se�ow F�ooR oR cw�oE and contractor shall have wntten a rovals from buildin owner rior G. All cable above the ceiling must be tied and properly supported with REUSE EXISTING secuRirv sYSrEM pp g p independent hangers. Cable"draped"across ceiling tiles is unacceptable. In ��.��'� h>"�'� � 3 � ;�°�`��, � CONDUIT STUB-UP-CAP 8�MARK t0 StBf t Of atly WOfIC. �..j ', ��_. �~x; ,� ..,„ «: „ the case of"hard"drywall ceilings,adequate support shall be accomplished � � M,�w� CABLE N LWES � � �` � ��� UGHT SWITCH AT 46 UNLESS NOTED DC CONTACT DOOR SWITCH IN JAMB OR HINGE • ,�r,.y � :° ��^�""""""""""�� AT EACH UNIT. suescRiPrs � 8. Test of entire system and work. where reasonably possible. �, , �•�;;,,,_,...-�-��•= ���„ ;a � � , P INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOR/ROOM �� �� � �-.a.•'"� p s COAX RECEPTACLE IN 2=z-PO�eswiTCH �. , : . . . . . . � � � C OR R "�>,�.�".�.,r" . ;:�"� g~.,�3� �r DOUBLE GANG BOX @ 18"A.F.F. 3=3-wAY swiTCH 9. Operating, Mamtenance and idenfification instrucfions manuals, if H. Route cables so as nat ta exceed 90 meters in length. Bidder will identify any �y , '' � �' �; 4=a-wAY swircH K KEY-oPERarEO accESS swircH a� cable runs exceedin 90 meters and rovide solution to meet the 90 meter ==���"�F � , � UNLESS NOTED Y� 9 P '� � �,�`� �� � � M=MOTION-OPERATED SWITCH � ' K=KEY-OPERATED SWITCH �' SURVEILLANCE CAMERA qU1f01118f1t. �.� " � r:� � ro=rHERMa�oveR�oa�swircH 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspeo- �e '�'�^ �� ��`' EXISTING P=SWITCH WITH PILOT LIGHT DI �"'. ^"r�,�: r ;�.�':€'�` , srRisuTioN eQUiPMetvr svMeo�s tions, examinations and fees or charges necessary for execution and I. All wirin shall be rotected from moving mechanical or physical contacts. ��`��. �°��; ,- ��, �A�� ,�-�° ❑o �iMMeR swircH wi warra�e com letion of electrical work. 9 p . ��, .s �<��sh°�,�`. ..:�,�{ -`�-- �iscoNNecr swrrcH p Cabling shall be free from tension at both ends, as well as through out the �a����, ������ -J'�-- Fuses 9 P 9 P 9 Y P. � PusHSUrroN coNrRO�srarioN len th of the run. S lices and brid e ta s with cablin are stnctl rohibited. PC PHOTOELECTRIC CELL ,., 'I'I. REGULATIONS AND CODES: ciRCUiT sReaKeR Wiring is to be run in cable tray and conduit where specified. TS TIME SWITCH EXISTING STRUCTURED CABLE -�- cuRRENTT�rvsFORMeR A. Applicable codes: National Electric Code(2008) T THeRMOSTATnrso°uN�ESS NoTE� J. All connections of#wisted wirin shall be made in such a wa as to minimize �� � EXISTING DISTRIBUTION PANEL � �`� -rRa,NSFORMER Conform to the prevailing edition and amendments thereto of the g Y oivisiotv�5 eQUiPMeNr �� MErER Town of Vail Electrical Code, pertinent NFPA publications the extent in which each twisted pair is unraveled at the point of its physical � � CATV � F000 seRVicE EQUiPnnENr � and to the requirements of Federal, State or other City agencies termination. Na more than .5 inches of exposed untwisted pairs shall be W � PEDESTAL � MAGNETIC MOTOR STARTER � 9� �SCIICtI0C1, p COMMUNICATION SYSTEM � DISCONNEGT SWITCH haVltl Ufl fBSBllt at th@S@ IOC8t10f1S. � 12. SHOP DRAWINGS AND SUBMITTAL: QS SQ-I SPEAKER IN CEILING OR WALL a � PANEL80ARD OR LOAD CENTER,F�usH oR suR�ACe MouNrEO K. Cable bends shall.be no less than eight times the cable diameter or 1.00°. � � Cables are ta be ke t a minimum of 6"from ower lines, electric motors, Q �V-I VOLUME CONTROL AT 60"UNLESS NOTED � SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD A. COflt('aCtOt'Shall SUbflllt SFtOp d1'aW111gS f0�'engineer review and approvaL P p 'I #6 CU G � � pp rRaNSFORMeR tluorescent fixtures or heat generating devices. � ( M M MICROPHONE OUTLET IN FLOOR BOX OR WALL �, $h0 drawin SIJbCTlltt2l Shall IIICIUd2: �C CALL-IN SWITCH --�I�' GROUND P g � L. All cable hangers shall be nca more than 48"apart. Contractor shall be „ Q PRO��aM BE�� 0 ciRCUiT BREAKER 1. Lighting fixtures. familiar and install in accordance with all applicable codes and standards, METALUG COLDWATER PIPE M MoroR ouT�eT 2. Panelboard(s). ' � � wrERCOM � including NEC, EIAITIA 568,569 and 606, and federal, state and local codes. _ � p c�ocK Ars auroMa,ric T�uNSFeR swircH Care must be taken to ensure cables are not kinked,bent beyond limit, 13. CONDUIT AND WIRE: � aMP�iFiER + overloaded,over-cinched, crushed, improperly untwisted, etc. CABLE TV �NE LINE DIAGRAM A. CCINDUCTOR SIZES AND TYPES: Use on'y copper wire, 600 volt Z � O insulation,s#randed in sizes#8 and larger,solid in sizes#10 and � M. Na exposed wiring will be accepted unless approved in writing by the Q smaller. Cantrol wiring shall be#14, stranded. In sizes#1 and engineer. Cabling shall be in the wall,above the ceiling or where exposed, J smaller, use types TW, THHN or THW. In sixes larger than#1, use enclosed within cable trays, raceways or conduit, as specified. � Q THW or XHHW. Use type THHN for wires entering or passing � � through fluorescent lighting fixtures. N. All cabling shall be bundled and properly secured and terminated. ' B: MC cable permitted per local codes. � t t f rth�for this stem shall consist of a full three 3 ears � O C3. The warran y se o sY � )Y � � 14. ELECTRICAL DEVICES from the date of project completion. The contractor warrants the system to be t f workmanshi or roducts and will ins ect and re air the O A. Convenience receptacles will be 20 amp, commercial grade, free of defec s o p p p p � O tamper-resistant,decora style. Finish per�wner or architect. system during this warranty period at no additional cost to the owner. The � All dwelling unit receptacles to be tamper-resistant per warranty period shall begin at the point of system acceptance or beneficial � U .: NEC 408.11, use,whichever comes later. J � �` J TYPICAL 8'0"CEILING B. Light switches will be 20 amp, commercial grade, � ' SHOWN FOR decora style Finish per owner or architect. � � � � REFERENCE �I� ` � � C. Dimming switches will be a minimum of 600w or as noted. ' ONLY � � e Provide decora style,finish per owner or architect. � : D. � � � All mounting heights will conform to ADA guidelines. Typical receptacle heights will be+18"AFF and switch heights N�ill be+46"AFF unless noted otherwise. W MAIN CIRCUIT BREAKER� E. Provide GFI type receptacles at kitchens, bathrooms, � NEW AT 3RD FLOOR NEW AT SERVER n BRANCH CIRCUIT BREAKERS garages, exterior etc.as required by code. TELE/DATA RpOM CLOSET MAXIMUM MOUNTING HEIGHT Q � IS 48", MINIMUM IS 1$". , � ' =" �D T - 1. WALL ASSEMBLY-THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY � � w O ': � SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL � -� q U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND �i� � �� ' 2[(PULLWIRE)3"C] ;° j A �} SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: PULLWIRE 2°C- � o `� _ R F ED � � � ) d- � A. STUDS WALL FRAMING MAY CONSIST t�F EITHER VVOOD STUDS(MAX 2 H IRE RAT , _ __ -.:- +80:AFf � ASSEMBUES OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 REUSE EXISTING -- ) - - PHONE LINES ' � J TV MM}LUMBER SPACED 16 IN. (406 MM}OC WITH NOM 2 BY 4 IN, (51 BY 102 MM)LUMBER END PLATES AEC PROJECT#: 29984.00 AND CROSS BRACES:STEEL STUDS TO BE MIN 3-5/8 IN. 92 MM WIDE BY 1-3/8 IN. (35 MM)DEEP STRUCTURED CABLE AT EACH UNIT, ^ � � ) � � DISTRIBUTION PANEL. � CHANNELS SPACED MAX 24 IN. (610 MM}OG � B. GYPSUM BOARD* - NOM 1/2 �R 5/8 IN. (13 OR 16 MM)THICK,�4 FT. (122 CM)WIDE WITH SQUARE DATE: ISSUE: r- FINISHED FLOOR OR TAPERED EDGES.THE GYPSUM WALLBOARD TYPE,THICKNESS, NUMBER OF LAYERS, FASTENER ° + �� � • 80 AFF TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES 05-2$-09 CDs EXISTING DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). 06-09-09 ISSUE FOR PERMIT TYPI CA� �EVI C� ' 2. THROUGH PENETRANT-ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTQP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR EXISTING #6 CU G TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM}(POINT CONTACT}TO MAX 2 IN. (51 . MOUNTING �IEIGI-ITS � MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORT�t�ON BOTH SI[�ES OF WALL ASSEMBLY, (1} RJ-11 THE FOLLOWING TYPES AND SIZES QF METALLIC PIPES; CGNDUITS OR TUBING MAY BE USED: EXISTING AT MAIN SINGLE GANG NOT TO SCALE �p A. CONDUIT-NOM 6 IN. (152 MM) DIAM (OR SMALLER)STEEL CONDUIT OR NOM 4 IN. (102 MM)DIAM TELE/DATA ROOM BOX AT 18 AFF NOTES: 117 ( } orawn ay: Checked ay: OR SMALLER STEEL ELECTRICAL METALLIC TUBING ,i) 1. HEIGHTS SHOWN ARE TYPICAL TC�CENTERLINE OF BOX * - C OR SEALANT - MIN 5/8. 1-1/4 1-7l8 AND 2-1/2 IN. ' COLD WATER PIPE T E L E / DA�� I UNLESS NOTED OTHERWISE. 3. FILL�VOID OR CAVITY MATERIAL AULK , DCF SOH TELEPHONE/TV ONE- (16, 32,48 AND 64 MM)THICKNESS OF CAULK FOR 1, 2,3 AND 4 HR RATED ASSEMBLIES, 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN RESPECTIVELY,APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) T� R�U G H I � TOP C}F DOOR TRIM AND CEILING LINE. DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT Y ° L I N E D IAG�M LOCATION ON BOTH SIDES OF WALL. _ ELECTRI � � � `., � 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS THE HOURLY F RATING OF THE FIREST(�P SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING ,��--` , NO SCALE AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN Max Pipe or Conduit F Rating T Rating OF THE WALL ASSEMBLY,IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. �� , (OVER THOSE SHOWN AB�VE. DiaM in. cMM) Hr Hr THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE SPECS� �--- , 1 C25> 1 or 2 0+, 1 or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, ' �_ �. � - 4. FC)R CEILING HEIGHTS HIGHER THAN 7'2'; INSTALL FIRE ALARM A5 TABULATED TO THE LEFT. LEGEND�` � 1 C25> 3 or 4 3 or 4 ��__a - NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF ' OTHERWISE INSTALL AT 6"BELOW CEILING. 4 C10z) 1 or 2 0 3M.COMPANY-CP 25WB+CAULK OR FB-3000 WT SEALANT, 6 «5z� 3 or 4 0 & DETAILS 5. MOUNTING HEIGHTS PER IBG 2003 AND ADA CODES *BEARING THE UL CLASSIFICATION MARKING �z caos� i or 2 o NO SCALE -- P'ENETRATIO�I THRQUGH A FIRE-I�ATE� WALL N�T TO SCALE ' • ;. . ; � 1 of 2 m COPYRIGHT 2005 ARCHITECTURAI EN�NEERIHG C01�5ULTANTS.INC, � : o _ N _ M - - - E TI N NITS 14-28 CO FE DC EXISTING TOWNHQMES METERBANK LEFT SECTION UNITS 1 13 EXISTING TOWNH�MES METERBANK RIGHT S C _O_ U____________.__._____�_... � EDER ._...,_.. w._.___ .._�....._ ._....... m _ __ _..�.r_,. ,._..�.. . .�... .. .. ... . .. .. ..... _.. . _._ ._._. HED . _.w�_ _ _._ _.._._ --- ----________--.-----------________ _.�__ _. __ ____.._._ � __ .__. __ . _.._ ___ ._..____ .._ __._..�_----._ .______ ______ �_..._._---.____. ...__.._ . __..._.. _ ___ _. . ._ . ---...._....____ ________ _______-- _ .. -- - SC ULE Demand Load Calculations Demand Load Galculations Demand Load Calculations °0 TA � A _ . . ... .. _ _ _ _... . .. . ... ... 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'D N: A BUS � N� 1 3000 3 AUGUST 16 2007 ,, .. ...,. , EXISTING TOWNHOMES METERBANK-LEFT SECTION:800A BUS EXISTING TOWNHOMES METERBANK-RIGHTSECTIO 800 _. _....... ,_.. ; (t� � , _.. _.. _ , �� _... .,...... , _ ........ ..... . .... . ... .... . .....;... .. ,.._.. ........ ..... ....._, . . ..._.._.........._ . , ,.. ,...... .... ... ... ....... .. .. 8 4#750 MCM AL 4 C � ; _ _ ..,...._ ..... ._. � q� . � N f , , ; ._ . ; � . ; ; . , � ; _....... . .. .... __._. .. _ .. _ ' _ _..... _.... .. . _.. .... . � ; ._ _. ..._. .. _. _ .. ....... ;.... _ .......... ..... O _ .,.:..._M .,.�..... ._�.... ......... .....�.... ..._. .... ..F..,... �.,....,. ,_.....,. . ... ...,,, ...._. .. ..., ..._ ,. ._... .... ... , , , ;_ <... ...._ ' ; . ;... 2 1600 3` 4 4 50 M M 4" ; ; . ; ; ; : ....._. _ ...__�.._ .. ; , . , ; _ : , , ; _A...: _ _ # 0 C CU C , ,Quantit � Voit-Am s D < ; Quantit ; ;Volt Am s ,Demand :: <Total VA : : �uantit ;Volt-Am s ;Demand F Total _ p � p , emand . 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Steam Shower 0; EA X } 7500: X 100%; _ ;: ;Steam Shower 0� EA X 7500 X 100%: _ � _... .... . ... . ... ..... , � � . ., ..,,,.... _:._ ... _� ., .,.,� �"�"� U . . f. . . . . . : i :. ....:..........:...........................................„.... ..,.............. .,....,....„..,., .., ........,. , ....,.,..�.._ .r..,......:.,...., ..,. ,..,...,,..... ........ . ,......... ,,........,.... ... ...... ... . .. ....,.....,.. .......,...,.,.. .......,.,.:...... . ............... , .............,., ., .. ......,.. .„............... ,. ............. .......... ...,......... ,...�, ,........ ., ............. �..... . ..,. . , 9 300 3 4#350 MCM CU, 1 #2 CUG 3"C '_, , . :; ; i M h ni I E i ; , . . . � ...,,.,, ; '� � � V = C) ... . . __._ ._._........ ........... . .:....... . ....... . .. .... ...... ,........ __.. .. ..... ._. .... ec a ca au pment E � Mechanical E ui ment - s ............ .... , . ....... .._...,.r.,,,...,..,�._..,_�...,.._ ....._ ._..__�.... _ I` � _ �p . ^. ,...._. ............ .�._..., ._..... .,..�.._. . . .. . . . . 3 . � . . . . .. . . .. , i . � ' .: ' . . ......... ............. ............. ..... ."......... . ......,.....,..., �.,.,,.�............ e � . . . . . 11 : ,e . .; . . � �. . : . _ ; ` . , . . . . . , . . ` . � ; �r . f : ': . : . , ........... ..... ................. ......, ....,..�., ......,,..,, ,,..,,. . ....<.,. .,...,.... . � . . 4#310 CU 1 #4 CUG 2 C OR = � ;Quantit , ;Volt Am s Demand : ;Totai VA ,B h Exh F n - � : � ' _ ' - 41 � EA X ` 18i X ' 100%� _ ; 738 � W � � ( , �. ................_..�.. ... ..:... _. .. _.:.�,,.X... ._....... .. _�,......._ _...� ..... at aust a s/EF1 25� EA X 18 X . 10d/o: 450 BathExhaustFans/.EF1 � � , ...: ,......... . .�......� ....,. _ ..._...� __.... ) ... ..,_..�.� ��.... z _ . __... . .....M..�.. ..... ,. , . 1 : : � r , _�. .,�__,_.. ..,..v_, _......._...._ ... .. _.. . _..... .. .. .... .... :.... ...._.... .... .... . . .�.. ._.... ....... ___..�.. _ .,.,... ...�__ �.... ......� E � � 0 200 3 4. 2 M �� General � f °Exhaust Fan 2 E X � = 3 i EA X 78: X 100%j = 234 °� � # 50 CM AL, 1 #2ALG 3 C ��_ ...___.___.____.___--�_.:__..__._ --;__..__._______ ._._ .__._ ._.:.,...__. _: ..._:. :_.__..._ .;_.___�____.___ ____--_______ 1 A ; 78; X ; 100/o: : 78 �Exhaust Fan 2 ; , � - � , ;...... .... . . ....... . ,. . � _ _. . _ ...... _o , . 0 � � �� �S uare Foota e 28838� ! ! ; � ; ; ; , . o _ :.._ ,.... _ gg .�._..,...__G_�_.__.._nr_. .9..__.,. �....._�__ .......�..v_.___�___..�..,�.,..._.. .�_._. ; Su I Fan 1 EA X _ 1 2; EA X i 49 X � 100%s ' .�-�+ t� ; 3#2/0 CU 1 #6 CUG 2 C OR , _ _ ...._ a..._.. . ..... .._. .._..�.... ___>,___.w .....__. .,.�,_..._�...._... >...._ P ; 0 , 49; X 100/0: 0 .Sup ly Fan _... . , P Y............ . _.__ . . . � _ , c� ( , ) . . ; . ; , ; , , _ , i _ __ ._ .. _. _P.._... _ W o � 11 200 1 „ ;General& Li hti n 1 st 3 KVA ; 1000� S F X ; 3 r X 100%; - � 3000 � , ;. ; o , ,.. _ , , .k. .. ... o � _ t _ , __._�..�_.._______..____9.----9-�-------.__._w_)__.��.._�________._._.,_._.�.�__............. .�..__._._.�_..,,____._.__...__.._ _..__.�_�_.�.�_,�.___.___-._.._,.__----------._.._ ;Condensin Unit 1 2; EA X : 864� X ; 100%, = 1728 Condensin Urnt 1 2, EA X ; 864 X ; 100% , 1728 V ' 00 O 4 AL 1 4 , . . . � ..,_...__ . ....____ g...�_. 9 . ... .. . .. ... ...... ......:. ._._..._ , ....,,__..._�....__.,._._..._.._..�_.. _._..___..: �...___ C 3# /0 , # ALG 2 C , . . _. ._,._.... .... ._. _ _.... ..._..,_. _. .__ ...... _.. .. __... ...,...� � _.., . .._. .... .___... .;. .�.._�._____... .__._. _., __. , W o ; o O .� �General& Light�,n _ Remainder 27838� SF X 3 X 35/0;: � � � � ; o ; ; ; o • � ; ; „ , __�,__,�.____�__ _9 �_�______.�__:...�.______.___._ _.__ .________�________________..__.____ __,-.._._.._°.____n__,...r.__2923D. 25%Lar esf Mecharncal Load 1 � EA X ; 864, X 25/o = 216 25/o Lar est Mecharncal Load 1, EA K 864, X , 25/oi = � 216 � � J . , . __._..�:__._....._.._�..__9.__. . ________________..� __�. . . ,... .. _...,._______. ___....�_.__.. _._._�_�_._ _.._____._�__.. ............___�.._ 12 150 3 4#1I0 CU, 1 #6 CUG 2 C , ; � < � . . _. _... __._�....... �... _.. ,.... _._... , _...... �,._...._.�_...._.,. ; . _... _.., ____9__......... __..__......_ .. .. �.... __ _, _.._.�_____ __�. ,�,,., d- a _ .. �:__ , ,_. _ Kitchen .. ._.._.� __ . _. .,C __._...w..{..._.:._.__m._..._,w._.. . ....,w:.. �.�...._,_.... ..��_�,,� . ...�,.... .. � EI tri H m ; : ; ` s • • ;' ; ; � �� , , . �.. .._.., ,... ....... ....... .. ....:.,... .... ,.�... . . _...._. .....,_w_ ec c eat a , , , , Electric Heatinq •- .. 4,1 , � _ _,....__.. _ _ ..,... �....:... .. . ...w....., .,,. .r .,......, , ..,__,,. , ._....,,. ....,..�., , .,..__. _ E . ...... .. ....... ... ........ . . ........ .... .... �., .,.. . . ,... . ..._. ..,..... .. 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E :' : � � ..-•.•.••.,••.-..-- 1.5 kW Heater 24, EA X = 1500; X : 100/o = ; 36000 :1.5 kW Heater 24 EA X ; 1500; X 100/o E ' ° $ . � ......... ...... .. .._...._ ,....., ..,�.... _, .....�.... ._._.._.. , ._.,. _.w..... ...._. . .,...v. 36000 .___.._ __ � . € _ .. ., .,_. ... ...._ ��._.�,......,,.. , . ...,_.. �._.... „ o ; , , . .. .. _. .�........ ..... _.. ... .,.._._._. _. _._. , .._.. ....,.... �...�... ...... .... .. � 9800 ..: . ........... * .._ ,.. . �...,. ...,... ,. o j X , _ sMicrowave� 28 EA X 1000! X , 35/0: _ ; : , ; ,_ ; , . _. _ : ; ! _ Q 3#2 CU 1 #6 CUG 1 1/4 C OR .....__ w...__.�w,.._ ..... . .. _ _...� ._....... ._.. ......_� ..... ..... .... .�. ....... . _..... _. .._.._� __....... ._.._......_ ; , o : f _ � � � ) , . , ; ; , , . 2,5 kW Heater , 24; EA X ; 2500; X ; 100/o: = 60000 ;2.5 kW Heater 24� EA X 2500 X 100/o� , 60000 1 A , , �....�...._�._..__. .. ..�.... ........:. ... ..... .. _._�.. ,....� ..._, ... ..,. ....,.... .. _. . .�....��.., .. .. ...... ..... .. ,.,.� ...�...... ...... ...,,... ....._..., ,.. . ... ...._. � �.... .,. .. . �, .. ........ .._.._., .... . .. . ,..,.,. ,,� .._�,..... = i 21000 ' r ; � � ; ; ; F o 3 _ p 4 125 1 _ „ �Disposal .. 28 EA X 1000� X 75%; ; , 3#1/0 AL 1 #4 ALG 1 1/2 C .�_.�,_._, _....., _.. ..... .. ......... . ..r�._� _:_...... ......... ..,..... ,...,....... ........ . .._...._ ,_....... ...�,..., .,..._.__._..._....... : . w ; � - � x 1 0/o: 49000 , , 3 5 k _Heater 14, EA X 350d; X , 100%: _ ; 49000 ;3.5 kW Heater 14, EA X _ 3500 � _ 0 -,. . ; . ; ; , , � _... . .. ...... .. ,.. .... ... _... m , � ..,... __,._... , _ .. ..._. . ..__._. __.. . .. :_... .. „ Laund &S a A liances ; ; ; ` ....... , ; F , ..... ....... .. ___..w.. � ._._.�.._.�.............._ .,.:._._. ._, ....... .._.. : F : o , � 15 100 3 4 1 CU 1 1-1 2 , ; ; . . . ;-,..... .......... ...�.... _..,�.... ....... .....m.._...._..._ 5.0 kW Heater 10; EA X 5000: X 100/o: = 50000 :5.0 kW Heater 10; EA X` : 6000 X E 100%i = ! 50000 # , #8 CUG / C ; - ; , � _. _ ._.. _ ;. � _ .. .. _ � , ; � � __ Washer 9. 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Jacuzzi , ; 1; EA X 1500= X 100%: - � 1500 � � � _ , ; o , _ ; ; � f ; � o i - � �x _..... _..._.__.____.__._��__..__..W__.___.._._._....__._......__...__...�._.___.._�._ _.�___�,.�.__._........:....__.._.._.___....._.._... _..�..__ . �. ..__._____ _.._.__�..,_.��_�.... _.__.__._ ,3 Electric Baseboard ; 4� EA X = 750: X _ , I n B ard 16� EA X 750, X 100%, - ; 12000 ?,�,, X EXISTING EXISTING , , - __._ -_. ,....... , 100/o. 3000 3 E ect c asebo .. .. ..... .... �... _...._ ..-� ,� , . . . . . .. . i ..........._..... . ................. ............. ........._...... .. ........,.;. .... ......... .. . �_...... .............,.....: . ......... ....:......._. ... ......_....... ...... ,. .....,...., . .................. ........ . ...................... . ..........._._ .,,........... ... . '... . i... . d1....j c .,, . 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'� ' � s� aust a 4{ EA X , 78, X ; 100 to, � - �._�_�._.__ . . .. ;_ . f 312 8 ElectricBaseboard 2; EA X 2000; X , 100/0; _ � 4000 8 ElectricBaseboard 4� EA,X ; 20003 X , 100/a� 8000 � w . ��^ ,.. ;�: � ,..,,_�, _�. _ .,.,_. . ..� . .�..n__ ..._. ... � _. _...._. _.�..�... _.. _ _.. _... _ ,...... ,.,._,_., ��_.. � .�,.. ...... . __:r _.. . _,. �..... _. _ _ � # � . ;.. . ... .. , _.,.. ,. .. ....... , .. �� r,, . , , : � , � � , ;_. . , ; , o , . _ Su I Fan 1 2. EA X ; _ � : ; , : ; o ; _ ; ; , , , ,..... 4 1... .%' ; �, '�` ° , t p y , , 49 X 100/o, 98 ,10 Electnc Baseboard 0; EA X 2500, X 100/o: 0 10 Electnc Baseboard 2� EA X 2500: X 00 - _ _ 5000 -��w ,,. e � ; �., _.P ... ._ _ , _. - _ . ...__ _ ,. � I _ _ _.. . .._ . .. k � ......... _._..... _._..._... . ._........_. .. ... ......... .... ._.. .,............ Jr '��. �: � , , _. _.... .. ,.... _.. i.... .... :...... i.. �L>,�.�.P...f . . . . .. . � . . . .. . .� � . • � � � • . .. ;_ . F '.� � .� a � t . '; • . . � : ; .. i� . o :. . _ ;�'� � . .. ......, o �' _ �.���. .:;�''�., �. . , EI r D ! ; ` t X 100/a � tCondEnsing Unit 1 ; 4. EA X �. 864 F X , 100/o; _ ; 3456 ect ic uct Heater 0, EA X 2000: X ; 100/o. _ 0 Electnc Duct Heater 2, EA X 2000 ,. - ; ; 4000 �. . __...... ........... . _. _... . . ... . . _. .... __...... _ _ ...� ..... t. ....., . __ _ ........... ... �.... _ � , 4 _........ ...... ; , , _;. ;... . ,.*�-«„�'�� ��' a �. � ; • i , , ; t ; ; : _ :a: �:>} ,.w ...... ,.. ., 0 o a -3 25/o Lar est Mecharncal Load 1 : E X - � .:��. t. , A 864� X 25/0; - 216 � , ; `: � ;. �. .�,` � , . ,... _ _... . r., ,_... ... .....�. ............. . r. ._. _.... _._. .. , _._.... ....:. _. .............. .... ....... . . , , � _. .. ... . _ . ....._._.... .. ......... ...... .........`.. ......... ..,.....,...._. .;..... .. .;... ....,.....,..... .... ... �.. _.. �...4_ e^.. ^�.�^.: .. .'+:at �`4'. � 524781 : °:DEMAND: ; 349193 fi ; CONNECTED: ; 636937: DEMAND: . 427069 �� t. ��:_ ,�� �, Electric Heatinq ; ; � ; � ;CONNECTED: -----------.____.; ._.._ -----_ .��.�, . � �•. , _____..__ __.._._.____. _..______... _ , ___ _.. .._._ ____.. . ____.��. _., .._..__._ _.___.. ____ _ .� __.._.__� ..__._....__....__-__.....__�..�____._�. . � ____. _._._._ _,.. ..�... __._....... ... _ . .,..__ �____-__.�...; __..�... _._ __...��� __. , _.._ . .___ _ _ ....._ ... _..._____ _ __..._.._._.. . .____ ___._..__._.._._.__... ...._.._�._....._....._______ - __ _ ._ �, :.. _. . . _.. _., .�. .,_ € `�<. � . ..��� ;<� . . . . � . . . . . . . � . � . � . � � . � . . . .;� . !.� : ! .._, o ; _ �. . a . � ' .. . . . ;, � i ' . i . � � � . . . . . . _ . . . i . .. . . .�.:. ^C,e" ,•,�.;. . . _ _ _ � z,`, _. .. _ � Bath Fan/Heater 18. EA X 142 � � 5 X 100/o: , 25650 ; , , ; E , __._.,___ ; , , , . < � �� :�, � .__..... -...__._.._ ..._._....._._____ .._ ..__...__.�_..._.__.__ w. .prv.. . .... l�..' ... . . , i � .,... ��..._,_:.._._..�___.�...____.. ...._...,_..... . .. ... . . ... � .. �� , e+. . ..._._..,...,, .;..__,_. .,..__...___ .,,.__........ _._..__.,... .._,_"_...._.,. ......._._..... _ ..,...;�...._r_, __._.... ..�.,..;, ...__.._.....,._...._ ...........„...._.. . _.._.___.._. ...,.__...._ ........_.... .... . . . . . ............: ,...._,...._.. ._. ...�._,.. _._�. ........ ..__._...,,.... .. '___:' .. b.,� ...{�.r . ' �:3 �.. � . . . . � . � . � � . � . . . . . .. ,�,,...,.5...,«........,_.......,...........,.........�..,.,.,..,........ ................. . � ................ . ........... . .. .�:.,......... ....._........: ,;.„,........ ,. ...-..,....,.,� ,..,........ . ....._...... ................ ..........,..,...... ,.,....,...........�.,........... ; . , : ' : : . . ,. . � : �. . �. . A�`R.... .. ..N . . ... . . .. `Hall Heater 10� EA X 10 � X ° ` _ � :For208V 3-Phase 4 Wire Service � 349193� VA / 361; = 967�AMPS For208V 3-Phase 4 Wire Service ; 427069 VA / 361= - ; 1183;AMPS ���. �x���.�'�:�:,�•' .F��s�� � , , 00, 100%; , 10000 > > � � ) � � � :� ) , ..� . .._._... ........... ._:....... . ........ .......__ ........ _.....,.__ .,. . , .,.._.v, _..__......,. ,.. ., .. _ ��., .. .._ .. ... .._..... .___..,_. �.....,...,.. _,,... .. ....��... ...... ..... ;.. __ .... ........... ..... ... .. .:.. . . ,. �- . ,_ .__.,.�. ..�. .. . .. . : .. ...�.....,_........... .._ ....� ,:.....,. .__.... . .. . . �. , .......,, ...... ..., .. . . . . � . . .. . s. . ., .. ,._........ ..... ..:....... . ..:.......... �,,...,,.... ...,..,.....,,., ......,..,......,.,�..._.._,_ . : s :.., , _..,... . ..,...� . . ,,., .... �,,.,. , .., . . ;,...,;�..•�3.. . .. ; ; ; ; = o ;, � Optional Caiculation er NEC 220.84 � � ; , : ; . ..... _ ._ m. " NE 22 . 4 �: _ . ,3 �r�. ��x_� ,1.5 kW Heater ; 24, EA X ; 1500, X , 100%, _ , 36000 , O tional Calculation er C 0 8 . P . � . �....____._...._M_.._..___..__...�_._ ....�._. _......_ _.�,�..:_ ...�.��M_ _..__._.. ........_ . �..._. m .... . _ ... .. .... _,,,,.. .. , ,.... . .. ....�_ . .._.... ,..._.__. ..,._.� .....__...____.. . .. . . ....... . ...... :. .... . ,_. , , # , , _ .� ...�:,. ...�...... ,_. .._ . ,. �..... �.. ...,... ..�..�.,_ . , , o , _ E ,:Dwellin ni ; � r o ; _ , 7:, X ' 40%i _ {... ":254775 2,5 kW Heater 24. EA X 2500. X 100/o. - � U t Connected Load 1 , LS X , 524781 . X 41 /o. , 215160 ,Dwellin Unit Connected Load 1 : LS X 63693 ,, ,_ � 60000 i ... �, ......�, . .. _.. ......... .9.�. _ ....,._�.�.........�..,�� .,,�.,..... :......_m...._...�.A _.._.........� ., .. _. .. . ._ .. _... . _ ... . . . .. ... ..........� ... .. _._.. . ... � ,., . _. ..... .. ., �.. ..�..... �.. .m . ... _ ,�.......... ........ ......._ _......�. � . 9. ..;... _ � .. . .. , ; o ; , , _... r .. . ,. . � .:. , 3.5 kW Heater 14: EA X = 3500? X 100/a = � 4 = + � ' 9000 � �....LL._ ..�_.._, ....�..; ,...... ... . . _..,...., ...,.... ..:....�. ...�. ,...;. .. _ ......, .. .. __ ,.. ..�... __. __.,. _.,.... . . _,... ... .,.. ...,.. ., _. .. ....,. ,. . . . . .. . . � . . . : F ....,.. ....�.........:..... ........... ... .... .... ..�,.....::,....... ..,,...,. ._..._..M.. ......,.......,. . ,....._..... . - . . .... .....:..:.....�............... ...................., .. ,,.:...... ,...... . ........ . . ,...,....,.. ........_ . . . . . .. . . . , . � O .. .. .:........... .. ...... ._ ....:.... _... . ..,.. . ..,,..... . . . �5.0 kW Heater 10: EA X � = i = ! ' ;TOTAL i 215160 �TOTAL -�� � 254775 ,_ 5000, X 100/a. 50000 . ... .... .... . ........ . . ......�.� . ...�... � _...._.�_.............�.. _ ..�.�.,� �.�.,...... . .....__. .--..._, ,..___._...__ . .., .. .,. .. ,.. �.... . .. _... ... . � , .. . . ........ ... ....._.... . .._. _.. ..��<_ ._ ...._�.. .. .,...�_._...._... _.,_... .�....... .�. .,., „�,;..� . .. �:.... ..__.... . .. ...... _;.. ._.., ........ �..., �.. ... .. .. . ;,,,. ... ..._............. _.,.. , } E . . : ; , . . �. : � , , € � ..... ............ ... � : , o : . _ ; _ , _ �Electric Heat Mat 103 SF X , 12� X ; 100/a: _ ; 1236 .For 208V,3 Phase,4 Wire Service ; 215160;(VAj / ; 361: _ ; 596;AMPS ;For 208V,3-Phase,4 Wsre Service ; 254775;(VA) / ; 361, _ , 706 iAMPS ; ..,.:�...._,...�......._,__�...,...._....._..�,, . ..... ...,.... ........._....._.. � �.. .. ..M_.. . ,...... .f,....._ ., .�.. ... ....�. o . w..._ ?...Electric Baseboard ,,......�.. .,. ,.. �..,. .5 ._EA. X. ,... ,. ..,. .400� . . X ._ 100% . . � 2000 � . ....,. . . . :_.... ... ... . . .,....,.. � .1?y5'�Electnc Baseboard...:.. .. . ....... _.:.�.v�._ 5.:..__EA X:_.. �.�.. .:500...... X ... 100% � 2500 V . w ._... ._._ . .._�,____ . �3 Electric Baseboard 20 EA X 750; X .� 100%: _ F 15000 . . . . . . � . . . . � � . . . . ...... . ....,�....„..m.................. ..........m... ,..,..,.„.. . . ..:....,,.. .�......«...... , .............�. ........�....... ._..........,... .,..m...„ .................... �..,_...�..:.. ..,...,.,.. ,.,........,.3.. ..........,.............. . . . . . . .. . . . . . . � . . . �i . �4'Electnc Baseboard 11 EA X 1000; X 100% _ ; 11000 � ..$...�... ........ . ....._ u .. .,.,. ,..,..,. .._,.,. .....�. ......... �� .. .. ..... . ...... .. ,... ..,... .......�,._�... � �5 Electric Baseboard ........ �:� �.__v,v 3,M.EA.X.m�. 1250 X 100% ` 3750 . . . . , . . . . ,..'........�...................�....,.,.......,.,...�..,.... .. . .. .,, . ......,........ :....,...,.,. ...,..._........ ......._..... .......,.,,.. ............,E .,......,.,......._.....w......:. � .. . . . . . . . . . . . . . . . . . .: . . . . x 6 Electric Baseboard 8 EA X 1500 X 100%: _ � 12000 � . . . . � . . . . . . . . . . . . . . . . . .,....,...a ... ..�.,.............................. ............ �.,.....,,.� �. «............ . . f....,........„... ......,...... ..r.:.....,........ ...,....,.... ........_...,... ................ ,,.....�..�. ........,..,..h. ..............�.�......�_......... � . . . . � � � . " . � - ` 18 Electric Baseboard 6E EA X 2000! X 100%= ; 12000 . . ...... ,.....,. ,. ...,....... ... , . �,�.;:.., .....,_ ..,... _. . ... ... .... � ..< .�....�.... _..�......1_.0'_Electric Baseboard ... _....,__. ,�.__M.._ 2_....EA X 2500 X 100% _ ; 5000 � , _ ._ .., _..�.. _...,. ��....... _..._. _...._, __...� .. ..__..�__.._.,.._ ,Electric Duct Heater 2z EA X 2000� X 100%: _ � 4 � �._.......�,.._.....,.,....� _,..__ ,,...,.... .,�..�.� .,m...,. {........ �.. ........ ... ..... .., , , ....__ . .......,. ....... .......... .....�M..000 ,, ......... ....:..... . ........... .. ... ..;.;,: ....:.... .... ,.. _ �...� .., . , ...,.._ .. .. ... .... , . { .:.:.... ...... � i. ....: ... :.... �.. ..:.._. . _:._ CONNECTED... . ....... 873204 DEMAND _� 520721 ; , , ..... ._. _� � -----�------��__�_..-----------: ..._�:.�----.w..____ _-=----__._-____._---- ->___ :.�.__ ; _____. ;__...___.. ._ __� ----«___..�__. i For 208V,3 Phase,4 Wire Service 520721 (VA) / 36y ; - 1442 i AMPS ._._ ..�__..�_..._.�.... .......... .. ......_ .... ...., ,,_._.�.�. ........ _ ....,.._ _..,,. .,. .. . ...... ...,.... _.�. _._..... _„,_._.,....;.__......_...,........_..._, � O Optionai Calculation per NEC 220.84 , � _ M�....,�_ _,.�.._ . ......, ..__.__., ?............... ..;. ..,..... ..._....� .�..._.. ........... � �Dwellin� Unit Connected Load... .;. . ...__..�. 1 E ._LS..X . 873204 X _ 33% - � 288157 , , . _ �.... _....... . . ......,..._... [[ . , . _. � . ' . . . � � . . . . �. . . . . . . . � . ' � .„� ..,k....... ..........-��........,,... . ..,.,...... , ,,.._..,,.... ,,..,..,.,.,. .. ....rw.,.,...,., .,...,...., .... . E . � � . .. . . . . . . . . . . � . � .. . . . . . . . .. � . . . . � . � . . . � � . . . . . .......... .............. ........,v,.F., .......-........�.,..�........ . . � � TOTAL . . ....... .......�_i _ 288157 ..,_.�...,�. ....m,.,,_ ....... . .. ..._..,,. ....,... .,..____� _..... ..,.... .. ....._._ ...,,. .....,.�._. �/ ,F�r 208V,3-Phase,4 Wire Service 288157;,(VA) / 361, = 798,AMPS �i LL � o Q 1 J 0 � 1- o - C� - � � � � � REPLACE CLOUDED PANELS WITH NEW , � AS SHOWN ON SPECIFIC UNIT'S PANEL � W �- Q S,CHEDULE. EXTEND AND RECONNECT � FEEDERS AS NECESSARY FOR PANELS : � � � EING RELOCATED. PROVIDE ALL NEW ; CIRCUIT BREAKERS. TYPICAL. . �' REUSE PANELAS FIELD W _.� R, CONDITIONS PERMIT. G , EUSE PANEL AS FIELD _ Q CONDITIONS PERMIT. PANEL PANEL ,; � PANEL PANEL PANEL PANEL PANEL PANEL PANEL . PANEL PANEI. PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TH 1 TH 2 TH 3 TH 4 TH 5 TH 6 TH 7 TH 8 TH 9 TH 10 TH 11 TH 12 TH 13 TH 14 TH 15 TH 16 TH 17 TH 18 TH 19 TH 20 TH 21 TH 22 TH 23 TH 24 TH 25 TH 26 TH 27 TH 28 Z W O � � �� . � � <10,000 AFC �10,00 , < 0,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 A . <10,000 AFC �10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC �10,000 A C �10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC <10,000 AFC ' ; , AEC:PROJECT#: 29984.00 x x x x x x x x . x x x x x x x x x X X X X x x x x x x x DATE: ISSUE: 05-28'-09 CDs _ 06-09=09 ISSUE FOR PERMIT 200/2 200/2 200/2 200/2 200/2 20012 200/2 200/2 200/2 200/2 200/2 200/2 200I2 200/2 200/2 200/2 200/2 2 2 2 2 2 200/2 200/2 200/2 200/2 200/2 200/2 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 00,2 0 �oa,2 o Zoo,2 0 00, o oo, o - o 0 0 0 0 ' TO TO EXISTING - ; HOUSE CONDOS , ; nnoc METERBatvK LEFT SECTION 24,449 AFC ;_ EXISTING TOWNHOMES METERBANK RIGHT SECTION �rawn sy: checked ay: . 800A BUS 1200A, 120I208V, 3P, 4W W / 1 P, 3W OUT $OOA BUS 42 kaic - DCF SOH 4 `; 2A . 2A . z6,oaoAF� LoAD �ALCs �� � , : & PANEL �����-�-�yt 52,500 AFC ; �3}1600A (3)1600A (3}1200A �_ ..�,.- .-, KRP-C KRP-C KRP-G C (, 1600/3 1600/3 1200/3 iJ�11�� V L�1J } ' ��� , � � 46,759 AFC 1 �� � SERVICE DISCONNECTS MAIN DISTRIBUTION CENTER "MDC° #�,2&3 oF� NO SCALE PAD MOUNTED 3000A, 120/208V, 3P, 4W T�,NSFORMER 65�,�� ELEC1'RICAL ONE-LINE DIAGRAM _ a. #172P2 � NO SCALE � NOTE: SHOWN FOR REFERENCE ONLY. : � � : . 2 Of 2 dl COPYRIGHT 2005 ARCHITECTURAL ENGINEERIHC CON�ILTANTS.IHC, � . Scope of worlc for this amendment to the Bas � �"`"""�., Q N � TH-24 DOOR SCHEDULE 3uilding Permit shall be limited to the interior tenan �,� � MARK QTY. SIZE TYPE HDWARE REMARKS inish at the existing town house unit. All worlc shall ez N 24-A 1 2'-8"X 6'-8" SW WG STDRE RM vithin the existing envelope of the building and/or t e Q W �� , 24-B 1 2'-6"X 6'-8" SWING PRIVACY �_ vithin the new enclosing walls and ceilings as descri e � H��R�SQ� 24-C 1 2'-8"X 6'-8" SWING PASSAGE .nder the base building permit drawings. The scope f W� � �" ������ 24-D 1 2-2'-0"X 6'-8" BIFOLD BIFOLD =o aorlc shall include new electrical, plumbing, interior �Q a ������', �a rti tions an d finis hes on t his s hee t s t ha t were no t `;w �� General Notes: � ) N , � Jur1e 0 9, 2 0 0 9� ' All door hardware ta match finish and style of existing ncluded as part of the base building permit. z J ��j ' �"" ��,`�' All new doors ta s taine d selec t A l der, ta ma tc h exis ting �� ��� ���?� All new door casing to match existing )emo Notes: � ��_...:::'�'-=�=� - l. Retain all existing plumbing fixtures xcept where otherwise indicated. SCOTT H BRYANS 2. Retain all existing cabnetry except where ARCHITECT �therwise noted. 3. Retain all existing interior doors, frames, and scott@shb-arch.com NEW FLOOR FRAMING asing except where otherwise noted. ;:: > ' ,., „ :, 4. 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Save and rotect for re-use all � ,� , ,�: ,� r.,�, �....s � � 1 � p , , , f � 1 I 1� !. J. �- .-.;:a. ,:. s'. ..,' . ._' �y , � ' ,'�,-. .; �' ., �.. . ,. . ., . _., ,-. ,�:• !'�. :. . . .. �.; " ,'��. ' . . .....,%:., .. ., �.. -. � t ..� l� �.t'��.. ./'-�.' ':�: . 1 �/ ,�'` . . �� .,�:>.,, . r.l�. � .,'� �',, ,-. , , . .,�. . ., . �: .�. r� ( ., : : .. .: , . ,. . >e.. ; :: I :; �.. ;..e . .....< I ,,,,, ,. „. , , , ; xistin finishes not to be demolished. ' '� .,� , , r�rf , � � ;.� L � � � g >�' � / ` --� f°`` , i_ �. I .I' ,'' S :�`� r =f f� � i,� � 'k•- \ \ y� l'�:� / .�� f /.; � r '/F� l . . \.r . .. . . '✓ 1....- I . l`'� ,:l;'. { . � /. � / i f. F J i 1 . � .` ':� ,'• ,/ t- ( .,. .,.. � ., . '.' . .. .. �E.' ' . . .''/.. i .t" { . ... .,,. '.., , �, . I ! . . . ;..., : . .: �... . . ,, , ...' � . .��. ..�,-:;,, �. .,,....�. . ..`� :.:�. :.r' . 7 . � � . / ,r/'...,� . r -._ ...,.;i�. ..:, .. `�\ . . .. . , .<�,.�... . .. .. . .r-_. . : /�: ./.. ...�:��.../.;� ..�.� ��.�. �... .;` . � ,r. �. �..J� � . '�.- I� � � 1 �h a..`����� . � . , , , . , � , �''.,� ��; .� k reneral UnitNotes: / r r %'�% /' r � `z � � � �"� � ,✓ ;;' � :�.`, y '"i �J �:.!` �v'` 'i�- �-. {' ?�, r' I , . . . . / .; ._. .,, . .�� " .�; �..:'�. � , .. .. .. . � .. . '....,.=. : : . . ...; , .. .�. .� ��:.� . . � 1'�., f. � `,,�'��.�f ',v..'..�. .�. '., .�.. �. ... ..,..;. ,.. : .�i�. . 4 � . � . � . . .. ; . . ! �� � ." `; �, . ,�,. ENTRY I , �-�� : �,...�' .'` ' '�--; l. Dimensions are to face of stud, face of � ,r f.,.� .✓' :�`. : �'. ;%' , :{`f ,.�': f'�... NEW STONE 1.�..� : , I - - - - - - � ,r r ;�.: � ��-' - I , ... ,, , , - - ;;�' :�-` �,' ` �--�;` \ • i ..- �.; - - - - ( �\� , ;.`. y f/ , , f �''� .�". - , , � <` �� -�, . +.,� _ >. "' concrete or column centerline unless noted � ,, �, ,,�`:/' '� � � TILE ' ;-_ I � F, � '... , . . ;f `:.' �1: � _ � , ,i' , _.. . . ; . ,: � . ,, ;: 1 ' �..�'�. �';;` _;- �. , .f.� ;.'�., ,rr �' , ;i'�,/; \ .;., ,,-`•: ti �: � ( I otherwise. �` � . � . . ..f'. J'' f':l �f...�'`�' :��. '`� ''`��%'� �:!:�; :/`.:' . . � I . . . . . d.,*`< t ``L -''{•._1 ''f f�•' �, . . I I . .� . . � � � �.. , ,. � F.. ;% ;/-,I ;� I f� 1 .��--�� � I r �, , • ,�' c,2 � �l ��`� j� ; ,f. 1 I ��� 2. Refer to overall base building drawings for ,�, �, f:- f �` �� !.; r�.! r ., '" r �:f.: :.. .'$,ffi ij' : �/ . : � ~ 1 `i.._c `''' ' �`.._r I � �.i .,' f .�`,, �� @ , �� I -; t����.-- � � ( � wall t e desi nations at demisin walls, , ,� ;�' ;,� ,,�.. ;r`°; �� .�, ,,��. 1 I `� YP g g , ` !` �' ; '�' � � I � � � c i s a d exte 'o walls. � :��.i� f.�� '� r ;!� 'r ,!.�' �/` : .� .' �/'�. , i'��s . . I . . �. .�' , f ,� /':.� ;� �,�, � � ,�-�°;,�, �� -�l ,,l_ � ( � � � orr dor , n ri r f..:,f .�i`" , � ,r`'. '� �" `- � \ ! . �_- � :� � r . f, ,�;;;/ . r .� %" ` - � I � 3. Coordinate the location of all new floor , ,� _ uP I � �---'� i. I l I .� � . ,�: ,. a� ,- uri.,` k Y.�. � . } `,,�.�i,-� ' '' I _.,�__�._ _�.�___ ..___..._ _______---._._,._�; uP � �________--h :�. penetrations with Structural Engineer's � �'`/� � - �� requirements. �/� � I I I � To MATGH Er � � 4. Provide new concrete topping slab over � � -�- c,� � i i I ExisiTN� � � � �,� existing double tees per structural engineers @s-o I � � � "" requirements where indicated at first floor. Top z �. i I ..� 2 5 ( � � � � ���: af new topping slab to match elevation of Z � �� ( � existmg subfloor. � rHO_4 I � 5. All penetrations of rated walls, floor, or , � � d- HALL BED ROOM#1 HALL BED ROOM#1 I ( I � I . � � � �� � BE�RooM#� � � � � ceiling assemblies must be fire caulked per UL I I I I I listings. W N _ "' ( I ( I 6. A l l w e t a r e a s a r e t o r e c e i v e 5/8"t h i c l c w a t e r O �'+� � � s� s� � � � �� - - I � � resistant gypsum board(green board). Provide / O owNER�s ow�vER�s 1 �EMO sTaiR ro oui+tvE�t�s � � - - - � ��� 1�'pe 'X' green board at 1 hour rated � W � CLOSET -SLOSE � I BELOW. INFIL ' -�LC�SE - - - O OPENING W/NEW I I I ( plUrilblrig WaIIS. � � R� A � _ _ _ _ F�ootz FRaMitv� I - - - � 7. Provide blocking as required. � � �/ - - � � _ _ _ - - - - 8. Refer to MEP drawings for location of I- - - - I O � - - access anels louvers or e ui ment � I , __�.__ - - - p � . ' q. p . � � I - NEw A�oER�R. 24 - � T�? 9. Refer to fire protection drawmgs for location r , J �;. �j � . . � - V so Sp To nnaTCH ExisT. q of s rmklers heads and fire alarm e ui ment. G O � p q p O O � O DOORS. � , . . � 1Q. Refer to base building drawmgs for exterior r , �� � . � � No woRK aT ' and common area door and wmdow � v BAT 1 BATH#1 �y BATH#1 EXIST. BATH � ^ . • specifications. � � � 1l. Typical door jamb opening shall be a O _ � minimum of 3"from the corner of the adjacent � � � CLOSET CLOSET O o CLOSET O o NO WORK @ EXIST. < � Wall. . . . . . � e �W z � ° BATH Rr�. 12. All new construction wrth m the mdividual � � n W W a ? units shall comply with the standards of Type �.,/ : IIIA construction. Q � � " ' � � 13. All new interior non-rated partitions are a Na woRKaT assumed to be 3 1/2" wood studs with 5/8" gwb. � � EXIST. KITCHEN � � each side unless otherwise indicated. �`" 14. Provide 3 1/2" sound batt insulation at all new Q KiTCHEN KrrcHEtv KiTCHEN �0 �, partition walls and furring walls. c-� �� � 15. Provide sound batt insulation in second and third � @8'-0° �'c O O ~ floor floor framing. � `� � 16. Patch and repair existing wall board as required. c � Q � 17. Refer to General Sheet TH_0, TH 1,TH 2, ` and TH_4 for more information, code data, . . � Q ' and fire restivie requirements. DATE DESCRIPTION NO NEW ELECTRICAL � � m ORK EXCEPTAS NOTED. NO WORKAT , �2��6IOH PPICICIg c ExisTiN� lumbing Notes: '°� 03-30-09 PRICING �. KiTCHEN ' l. Showerheads at all ne�v showers to be � � mounted at 6'-8" a.f.f. unless otherwise noted. 04/24/09 Permit Issue � uviN� uviN� v uviN� 2. Connect new plumbing fixtures to existing �. q � � ��-aox ; �-BOx � � waste lines. Coordinate requirements with 2 06/09/09 Permit Revision � � � Plumbmg Engmeer. Penetrations of plumbmg ---- - - - � � rvo woRK ar � . �4� ' thraugh rated floor ceiling assemblies shall be � EXISITNG FIREPLACE .„ __. _ .( oR suRROUrv� provided with a UL listed fire sealant systern. U � , ___ _ , -� °F. lectrical Notes: � �� � 1. Provide all new electrical circuits wirin � � , , �, PROJECT NO� � � and fixtures to comply with the requirements of c v� , ; � ,� the 2008 NEC and Electrical Plans. MODEL FILE: � 2. Architectural electrical layout plan is shown � EXISTING BALCONY EXISTING BALCONY - - - fOr IilyOUt pU1pOSe5 Orily. COOTCZlriatO CiT'CUltirig � Qand other requirements with Electrical Engineer. - : ; � 3. Refer to Electrical drawings for � � specifications of electric baseboard heaters, �" exhaust fans, air handling units, etc.. � 4 2ND FLOOR RCP 2ND FLOOR ELECTRICAL PLAN 2ND FLOOR PLAN 2ND FLOOR DEMO PLAN 4. Provide rated enclosure around can lights to SHEET TITLE SCALE: 1/4" = 1�-0" p 2� 4� $� 3 SCALE: 1/4�� = 1�-0" - �'-p° 0 2� 4� s� � SCALE: 7/4 = 1�-0�� p 2� 4� s� maintain rating of one-hour floor ceiling L p 2� 4� g� 2 SCALE: 1/4" - ^ m assemblies, or provide low voltage cans than p have a ceiling penetration less than 16" Sq. TH'24 �0 U V E R v RCP SYMBOL LEGEND: ELECTRICAL SYMBOL LEGEND: WALL LEGEND: LEGEND: c�/) �`� LOCATION OF NEW FRAMING ABV. � DUPLEX RECEPTACLE FAN!LIGHT COMBO -�- 2 POLE SWITCH G,';'��, � l;�"�� ''�� EXISTING WALL TO REMAIN � ' ' P R O V I D E 1-H O U R R A T E D P R Q T E C T I O N � L E V E L F L O O R T O M A T C H A D J A C E N T E L E V A T I O N � DUPLEX RECEPTACLE 1/2 SWITCHED -c-,�-w 3 WAY SWITCH ��';.;:,��I NEW CORE AND SHELL WALL � PROVIDENEW 1/2"LAYERTYPE'C GWB . .�+ . � � � � � � . . � EXHAUST FAN � . REFER TO BASE BUILDING PERMIT � � � � � � � � � � � � � � C-1 RES. CHANEL OVER EXISTING GWB CEILING TO � FLOOR MTD. DUPLEX RECEPTACLE --ss-.p 4 WAY SWITCH FoR corvsrRUCnoNaN��ocnrioN WOOD FLOORING. REFER TO FINISH SCHED.FOR SPECS. fn PROVIDE 1-HR RATING. ,q� CEILING MTd.LIGHT FIXT. NEW INTERIOR WALL � TABLE OF CONTENTS: � 2 DUPLEX RECEPTACLES IN DOUBLE GANG BO -�- DIMMER SWITCH NEW NON-RATED PARTITION.31/2° o�--��l WD.STUD5 16"O.C.w/3 1/2"BATT � � � � �m �.,'�� � PROVIDE 2 LAYERS 112" TYPE'X'GWB OVER � @ TH24 1 ARCH. FLOOR PLAN � -�-•. - RECESSED CAN SD c SMOKE DETECTOR INSUL AND 5/8"GWB.EA.SIDE O TILE FLOORING. REFER TO FINISH SCHEDULE FOR SPECS - � � C_2 RC-1 RES.CHANNELATTACHED TO NEW CEIUNG -� SINGLE PURPOSE RECEPTACLE NEW INTERIOR PLUMBING WALL � TH24 2 ARCH. FLOOR PL,AN ��° � FRAMING. PROVIDE 1-HR.RATING PER TV CABLE OUTLET NewNON-Ra.reoaaR-rrrioN.sai2^ - � IBC TABLE 720.1(3)ITEM#28-1.1 � 220V OUTLET � RECESSEd WALL WASHER � wo,s-ruos @�s°o.c.wis vz°enrr F� FINISH FLOORING DESIGNATIQN,REFER TO FINISH S 1.2 F�iM�G PLAN €� 220 � PHONE OUTLET iNSU�.aNO eia"GWB.EA.SIDE SCHEDULES FOR SPECIFICATIONS � FURRED DOWN CEILING. PROVIDE 5/8"GWB. E�B. ELEC. BASE BOARD HEATER 1 HOUR RATED INTERIOR WALL WALL TILE DESIGNATION, REFER TO FINISH SCHEDULES SZ.O FRAMING DETAILS TH � V C-3 OVER LIGHT GAGE MTL. FRAMING BELOW RATED � TRACK LIGHT 3 vz"WD.STUDS @ 16°o.c.Wi s vz° WT� ❑ p ELEC.PANEL � ��� �CEILING.� � . 2 BATTINSUL.AND518"TYPE�xcwe. FORSPECIFICATIONS . . ._.�__ - Q � CEILING FAN � WALL SGONCE O ea,.sioe � �,s,_8 THERMOSTAT C _ _ - EXISTING WAL TO BE DEMOLISHED . . V � � . . . . � .� . . . - � � . � � . . � � . . . . � � .. . � . . . . . . . . . � W �,�vswav�u, � � . Scope of work for this amendment to the Bas � � TH-24 DOOR SCHEDULE Building Permit shall be limited to the interior tenan �N � MARK QTY. SIZE TYPE HDWARE REMARKS f inis h a t t he exis ting town house uni t. A l l wor lc s ha l l ez N 24-A 1 2'-8"X 6'-8" SWING STORE RM within the existing envelope of the building and/or t e ¢W �� , 24-B 1 2'-6°X 6'-8" SWING PRIVACY within the new enclosing walls and ceilings as descri e�� �[A�R��p� 24-C 1 2'-8"X 6'-8" SWING PASSAGE Z � ������ 24-D 1 2-2'-0"X 6'-8" BIFOLD BIFOLD under the base building permit drawings. The scope f =o °� � wark shall include new electrical, plumbin g, interior �¢ ������ , partitions and finishes on this sheet(s) that were not N W �.-�' �U 1 1 e 0 9 2 0 0 9� General Notes: N , All door hardware to match finish and style of existing included as part of the base building permit. z J ��,�;� �" ���'" A l l n e w d o o r s t o s taine d se lec t A l der,ta ma tc h exis ting �� "��t� �r�t°�'� All new door casing to match existing Demo Notes: � Y���,��� l. Retain all existing plumbing fixtures except where otherwise indicated. SCOTT H BRYANS 2. Retain all existing cabnetry except where ARCHITECT Rurv�ucTS w otherwise noted. irvrERSTiria�sPacE 3. Retain all existing interior doors, frames, and scott@shb-arch.com casing except where otherwise noted. 3119 Vine Street Ho�ow N�ows 4. Retain all existing tile flooring except 3'MIN.FROM OPPER. • BALCONY BALCONY D@tlV@I', CO HO2O5 BALCONY WIleTO Ot1101 W1S0 110teC�. 5. Save and protect for re-use all 720-312-1187 � NEw F�ooR FRaMiN� existing finishes not to be demolished. I : � ;. ,: • . ; . ,: _ _. .. . � �� � • :;: � .::: ..:•;�'..`.,', . _ _ .. . . . eneral nrt te : , ,. ,. , G U No s. ,. y . ,, . , , �. , = ; ,. . .., .. , . ,.. . : . .. . . � . , ,: . . _ : .. <. ..; ,. z. � , , m� _._.,..�..__.. . _mm.�� �.�_._._._.. : , . ,. , .. , , .: ; , . . . . .. , . :. . : . . . , . .:x. . ,... �. . .,_ ..,..,..;..�. ;�:� ;� ., .: ..: . , .. <:. .. ;.. ...,... . . .. -l. :.�':. .: .f. '� .;.. . �..':r.. ..��,,! . .. ,..�:::: � .::�•::; ��,�:,r, . ,:.; ��:'�. ... .. .. , . 's .. . . _ ��...� ._ ��. ._,.'_ �;._ ^._ ..- - ,._..- '- =' "- ,';% _` .'; . ;. -. .:. ,. . . . ;'. �. :� i' .. , ;: . ;. . .,, ., .,: : :;�. ; ;.;:,,, __ _. L Dimensions are to face of stud face of � ,. �; f f ,� � ,:. � ; : > f'� �,-' �'. � :, ,, � . , 's>r . >.: - , .. , rt��: . ',.:< ' < �.. : . .. . .. , , , ,, : ;....,,: , ,�. ,:. , . . , . . . ,... �. ... .. . . ; „ -. �. ;... , , , _,. ... . ,r ... . , ,. ,- r ..: ,,. ,. . , . r � I , .. , .. , i r'. >; . ,: ,._ , :: <. . . ,.. . .. , . ,. � , _. .. , , ,: _ , ; : < r r column centerline unless noted ,,� , ,�`�,� ,, , , _, _ conc ete, o �� � ;i � r. r ,� f. G�� .� ,- ,<�{, r� � ,. i : �� � ;, +,f:. f : ;�'-` h i �3. / ot erw se. a-�' i I -f � i � � r � [I 7''.., ,: _ �> .. . ;�'f.., , . ,. , f. ;�<`. ::: ,. . . . r...::. . . ,�. .. .. ...... :..�:�.. ..�� :: ,. . . / . ,,�' ,.�.�� .,i. . . . . . . . ..�.: . ../ .f ..,� .. . .y ..... ...i�:.!f.../'....;r:...., .;� ,.>-...I...._ :':. :" -�. '. " .: .. : '� � .,..: ' ' . / , , � ,, ;.�, ; . r. ,, i` ;; , : 2. Refer to overall base buildin drawin s for C ,,�!: :f ,''. ,, .�. �. r.,,�':/ ,. . � , },� '` ' ,":.i. . ':..;� .z!:: < ,.,/ ;�r,; ..., ._.._. ,......,' ,_,� ; .� ... .. . f., � ��: i f,.�,r �^` ; .�;�; f< ' �; _� �'. �` f;'`>: �. .: / , f .�: , :,... �. � ; ' � wall type designations at demising walls, !ff � � ✓'. ,,''� ,_ /�, � �r' r f ,� � , �,, _ � i� �'';, ;- , .. �'" ,f'�" "':� �'' :;�' ;.,% , ',�' '' 1 ,. � N corridors, and exterior walls . . � :, ; ! ��'� r�: .>: ,, , ., _ -;� .�. �; �' � ' I � I, ;I �� � ;,.. �- ;� . ,� ,� �!`� � ,, . �,r ;.! ,/� �: �: �� � : ,� 3. Coordinate the location of all new floor � ,'r'/ �LLI' ,: ,;"': 'J .,,'`�.�'%r { :u'.' �'i../- . � . r'.., . ./f 6) ! ,,w ,� ; ,._,,. , ;,. . , . . , ,,; :� .:: ;; : �� ` : �- .;: ` ; �. enetrations with Structural En ineer s ;.''` .p;, �, ,:.. f r: .„/�.�r. ,!�.f.. � >,�. ,: w : ;, �ri DEMO EXTERIOR p g I ��: ,/ Z? ,. , ;e. ' / ,... ,�::;,. . � O �j ��� � � f.�f !` .��D'F�001�r1.#-2 .� i z a; cJ. �". ;� WALL PER BASE ;�, � i". ,�s;, ,. r �� ,� ,� .�° , .F e` ,:� -. , �� BED ROOM#2 �, � 24 BED F�Ot7M#2 '% s�.� T0ClU1TerileritS. _ :., , f, ,� .� ,, , r' ,/.. � �,y � BLDG. DWGS. ��; , NEW CROWN �;"� .'./ �,. f '. t�. . `�. .fi_ f/ .�f,:. l '.r 1�....'1 .�a�... . f�� � . � . . . . . . . ,, �,,� , ; ,�, ,� � I �= : �; ��. 4. Provide new concrete topping slab over > ,,' ' ,;; , , ,..,.; ,!,, ,/' '; /_f • �` :. / � � MOULDIN `�� ? .,F'F ;:.....; ,�. ;...fr . '...j�' .,� i G � � ,�. ;, r. F = ;,� � : ,, .;�'.,� �,r"::.�'� '; � � existing double tees per structural engineers . , < .. >`. /r; ` ,�.;r`, ` ; , ,` `' ',�`.��' � ; � - � ��� requirements where indicated at first floor. Top z � - f` ,:' ,�,� ;• �,,.�,�, 'f"F�,, ;;`i.�,.'�''. .: ' :` � ± � �, , . ' :- �`',r' f :; .- . _. : _._.... .......... _ .. T - - - - - - - - - - - - - - - - - �� of new to in slab to match elevation of ,: �Ff ; � ;� ' �,` 'r,� ,�` . ,✓' _ - - - - - - - - - - - - - - - pP g . , �� � ;�"� ,�: '�,� ,�'.;;� ;r`��� :; ,:� � NEW ALDER i... � - � � , <. s . � ,> � .,<. � . �; „� ,�.� ; � NEW CARPE . ,.:O�t�1 E�Z�� '" ,`� .�' � �' �.: ,r'`�. -''{ ,-, `� BI-FOLD DOORS � existing subfloor ,�L05�7 � f �� �� :� � '� � �'� � f` ' � `` OWNER'S OWNER'S TO MATCH EXISTING � TO MATCH ^,�� $. All penetrations of rated walls, fl001', OT . .f ,� � CLOSET <, � � �} �'`��` � ;.% ,f ,�-. c�osET I ExisiTNG ceilin assemblies must be fire caulked er UL V ;r { ,,� :f% , ` � ; � , �� g p f � ,� ,� �� - � { � � listings. W N , ; I � r ,� � � ,� � .� .. . r..:.,r �' �.,� .��,�; .r. :,l` F , .''. rf '^''_, F?r. � �..� .r.. : � . . . . . � . . . . � � . .. � s� Y ° s� ( � N � 6. All wet areas are to receive 5/8"thicic water O �� > � � � 4'-�/2" �'-�o° �; � resistant gypsum board(green board). Provide nno�oirNV� � � � `° � T�'pe 'X' green board at 1 hour rated � W ❑ _ , ( � plumbing walls. O � DEMO EXISTING z � @8�6�� � I 24 I 7. Provide blockin as re uired. � �/ CLOSETAND SAUNA g q � _ _ _ _ _ _ _ _ _ _I ° 8. Refer to MEP drawings for location of o °n�` access panels, louvers, or equipment o-NEw - - - - �-� NEw i ; ; ; ; F�ooRiN� � 9. Refer ta fire protection drawings for location � -� UTILITY I UTILITY _.__�_�NEW s.__ , � � O . :�� __ ° RooM c-3 Roonn U7����� � � ( _ _ - - - - - _ � of s rinlders heads and fire alarm equipment. O P s� A 8,_0„ I s� ." � - � , I - - -I � � 10. Refer to base building drawings for exterior � RbONt.............;............., � ; I A ' � � �� and common area door and window � � � _ _�4.� __.._...�._...._.�._._.�._,..,,....... __ I _._�._... � orv oN � � � ; ; � � specifications. � " �.__ r � , DN z � ___� _+ r . _ ; _ � � ti4. �/ � I � 11. Typical door jamb opening shall be a I..L� � � ` O I �� ` � �� � u 3� 4�� minimum of 3" from the corner of the adjacent Q ` � wall. � � � \ BAT 2 � BATH#2 DEMO EXISTING � � � NO WORKAT 12. All new construction with in the individual � / _ � BarH#2 sAUNaANQ c�osEr �� units shall com 1 with the standards of T e � O � _ EXIST. BATH RELOCATE PLUMBING �r� p Y Yp W FoR wl�HoaK uP �� IIIA construction. Q � c�osET O c�osET o �' O � 13. All new interior non�rated partitions are �� � c�osET o O No woRK @ ExisT. O assumed to be 3 1/2 wood studs with 5/8 gwb. , ° , ° BATH RM. �. a � � each side unless otherwise indicated. z � � v �� � 14. Provide 3 %a" sound batt insulation at all new Q � ��� s� sp partition walls and furring walls. RE-ROUT VENT FOR IS. Provide sound batt insulation in second and third � G3 EXISTING EXHAUST °� � f100T f�00P fTarillrig. � � � � @g'_�° FAN AS REQUIRED. � �.� 16. Patch and re air existin wall board as re uired. � �� P g q � Q 17. Refer to General S�eet TH_0, TH 1,TH 2, � A� �, � and TH_4 for more information, code data, a and fire restivie requirements. DATE DESCRIPTION Q LOFT O LOFT EXISTING GARPET �. _ m � LOFT TO REMAIf� �, �,; 12/16/08 Pricing .� c Z 3 NEw ww�ows � �� Plumbing Notes: _ � 03-30-09 PRICING � � sizE rB�. � �� 1. Showerheads at all new showers to be _ _ _ � � � � mounted at 6'-8" a.f.f. unless otherwise noted. 04/24/09 Permit Issue � ': 2. Connect new plumbing fixtures to existing � waste lines. Coordinate requirements with 2 06/09/09 Permit Revision J , �. Plumbing Engineer. Penetrations of plumbing - - � through rated floor ceiling assemblies shall be U � cusTOM srairvE� ', provided with a UL listed fire sealant system. GLASS WINDOW � FURNISHED BY OWNER o ��; Electrical Notes: �Vj} OPEN ." s�� � oPEN oPEN ` l. Provide all new electrical circuits, wiring, PROJECT NO: � To To � To ' � ' and fixtures to comply with the requirements of - - - -- - BE�ow ' �� MODEL FILE: � BE�ow � aE�ow ': the 2008 NEC and Electrical Plans. � c-s ,� � �� 2. Architectural electrical layout plan is shown U @�2'-s° � . � for layout purposes only. Coordinate circuiting __ �F� �� and other requirements with Electrical Engineer. -- - O _ . � �� 3. Refer to Electrical drawings for � � specifications of electric baseboard heaters, � N exhaust fans, air handling units, etc.. �� 4. Provide rated enclosure around can lights to S H E ET T I TL E m , 3RD FLOOR RCP 3 3RD FLOOR ELECTRICAL PLAN 2 3RD FLOOR PLAN � ��F � 2ND FLOOR DEMO PLAN maintain ratin of one-hour floor ceilin �� SCALE: 7/4" = T-0" p 2� q, g. SCALE: 7/4" = 1�-0" p 2� q. g� SCALE: 1/4�� = 1�-0" 0 2� a� 8� � SCALE: 1/4�� = 1�-0^ 0 2� 4� s� a5semblies, or provide low voltage cangthan o have a ceiling penetration less than 16" sq. - v RCP SYMBOL LEGEND: ELECTRICAL SYMBOL LEGEND: WALL LEGEND: LEGEND: TH-24 U PPER � � :�t�' LOCATION OF NEW FRAMING ABV. � DUPLEX RECEPTACLE FAN/LIGHT COMBO �s- 2 POLE SWITCH ``��>,; EXISTING WALL TO REMAIN � PROVIDE 1-HOUR RATED PROTECTION � LEVEL FLOOR TO MATCH ADJACENT ELEVATION , +� PROVIDE NEW 1!2"LAYER TYPE'C'GWB DUPLEX RECEPTACLE 1/2 SWITCHED -s4-w 3 WAY SWITCH NEW COREAND SHELL WALL REFERTO BASE BUILDING PERMIT � 'G1 RES.CHANEL OVER EXISTING GWB CEILING TO � O EXHAUST FAN FoR coNSrRUCriorva,N��ocn-rioN FLOOR MTD.DUPLEX RECEPTACLE -�--� 4 WAY SWITCH U1 PROVIDE 1-HR RATING. � CEILING MTD. LIGHT FIXT. � WOOD FLOORING. REFER TO FINISH SCHED. FOR SPECS. A� NEW INTERIOR WALL � � <.. . � . -Et� DIMMERSWITCH � � NEWNON-R4TEDPARTITION.31/2" � �� . � � i �� � � 2 DUPLEX RECEPTACLES IN DOUBLE GANG BO C PROVIDE 2 LAYERS 1/2" TYPE'X'GWB OVER � wo.sruos@as"O.C.wl31/2°anrr ��� ��, °� (l� ❑ � � RECESSED GAN SD SMOKE DETECTOR iNSU�.aNO eia^cwa.en.sioe �, RC-1 RES.CHANNELATTACHED TO NEW CEILING SINGLE PURPOSE RECEPTACLE � TILE FLOORING. REFER TO FINISH SCHEDULE FOR SPECS 4 ,� C_2 FRAMING.PROVIDE 1-HR.RATING PER � NEW INTERIOR PLUMBING WALL � N CABLE OUTLET � NEW NON-RATED PARTITION.5 1/2" � IBC TABLE 720.1(3)ITEM#28-1.1 � 220V OUTLET � RECESSED WALL WASHER � w�.sTUOS@�s°O.Gw/37/2°snrr F� FINISH FLOORING DESIGNATION,REFER TO FINISH t INSUL.AND 5!8"GWB.EA.SIDE 220 PHONE OUTLET SCHEDULES FOR SPECIFICATIONB � FURRED DOWN CEILING.PROVIDE 5/8"GWB. � V G3 OVER LIGHT GAGE MTL. FRAMING BELOW RATED �E�B ELEC. 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N 0 TE• .�____.:___.�.�..�__�����..._.� _��.�_:__:.a.,.�_...,_._,.......,.v..,_.._,..,_:_._._,��_,�_�.x�_...,..�, � � ' _ __ _.______v ____,_ _a .--.-.-.--.-.= ML HEADER MAY ONLY BE PROJECT NO: 20632.S.02 � REQUIRED AT ONE SIDE OF WALL. MODEL FILE: ' CONTRACTOR TO COORDINATE. a , � , � N OTE: N OTE: ; CONTRACTOR TO �OCATE POSITION OF NEW CONTRACTOR TO �OCATE POSITION OF NEW __���_______ �__��____� BEAMS IN FIELD. NEW JOISTS SHALL BE LOCATED BEAMS IN FIELD. NEW JOISTS SHALL BE LOCATED 2'-0" MAX ON CENTER FROM EXISTING JOISTS. 2'-0" MAX ON CENTER FROM EXISTING JOISTS. FIELD VERIFY ALL LOCATIONS AND FIELD VERIFY ALL LOCATIONS AND SHEET TITLE DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS PRIQR TO CONSTRUCTION. ' � � - PARTIAL PLANS Q � > � � . . � �` � --� � . . � . . � . . . . . . . . . Q = W � � � = z TYP SECOND FLOC�I� PLAN 1/4��-,�-o TYP THIRD �'LOOR PLAN ��4��=��-o Q � U q � � � � z F— Q Z > � Z ¢ W `� Y � � a�rT"�'-�. NOTES: NOTES: , �� �.�`�� � 1. BUTTED EDGES OF FLOOR SHEATHING TO BE LOCATED OVER CENTER OF SUPPORTING 1. BUTTED EDGES OF FLOOR SHEATHING TO BE LOCATED OVER CENTER OF SUPPORTING ;• Q JOIST �TYP. STAGGER NAILING WITH EXISTING NAIL LOCATION. JOIST NTYP. STAGGER NAILING WITH EXISTING NAIL LOCATION. 7 � 1 � � � � r . � � o � �_ _aµ.,� �� v z � _ � � � z = O C-J Cn s � C� W G= � � � � _.� 2 a r 0 co ---- - �r, --------------- � € � € a � ; � ° � � f { `, �. , i � �E� g„ C'�I17 �r�L� ����� ��� � � � � � \v. . � . . � E , . . . . ��'ffi'�� ��r�8>i.�n� 8� . � . E_—_K__.__�._.___._.___._.�._,_._� � � , � �� � �� �� � ' 3 6� � ���„� � �� � �f � E `�� � � 3rd FLOOR ���`� .�r�� �'#�'.,...�,�.� � ����.�� ��..� � < < � 3�,.� ,�a �,a' � ; ` ��� ������� � � . .�I . . � . . . . . � . .. .. � . � . � � i � � . �--�V. . � . 'w�,�,'3 �� .A�Zegi 24.2fii'�^F���'�" �t � � � � � � � � �� � � � � � I � � � i [ j S � � ��. ������������������, ' SIMPSON HANGER. STURD—I—FLOOR SHEATHING. STURD—I—FLOOR SHEATHING. � E ' � � � � ����°����L ��`� � RE: PLAN RE: PLAN E � � �.�. » � f RE: 6/S2.0 E.__.�_-- -- !_;_.,i �_...� .... s 3/4 SHEATHING � � - � ,^_, � � � ; , . ; I . . � . � ,. . . � � � /, . . � � �"e� `T ! f / E . . . . . . .. . � � E e' FIEL� � � ��_� ;.....,.�.�.�._ ��� i ` E VERIFY ' , � � . � � � '�.� � � � 1 � . . , f N � C . I f .i � � � E � � ° � '. :._-�____ {.~...,'.►.r'.�?� ;r`.� '�+,!"ti,f�t:l��.: � � � . . � � � . � . � � . �. � - � � � . _�L___ � . � � � � S „_.�_ � . � . . , . . (.J . . . � . .. . . . � . . t.� ! � . � . i � � . . !'�f'�llrr?i� � .,.J_1v1'� . . �. . � . . . . . . . . I ` ��:.i � . � F . . _ . � � i r'' � ; � ; � �aoa!r�urf-uti.��ttr�:�r, a , . ( . . . . � .. � . . � , ..,�r, Q . . . . ?.....� _'•_. . . 311iPJf ES.L4 k 4R..'�,f3 . . . . - ; ' 11A�i19�h! - PROVIDE BACKER BLOCK AS � , I TJI JOIST. RE: PLAN o REQUIRED BY JOIST a ! ` f o ?.� ���� � _ �.:.�... �� �`���� MANUFAGTURER. �_._LrrW ' S ' � E w.u�.�_uv�. � I 1 i �[ � . � . . � . . . . .. . . . . • � � � . . . . / ' � ' € . .. . ' i [ . . .. � �'"� , fff f � �t ��__�����������/�'� MARTIN / MARTIN � � . � � � � � .. . � . � TVI VOIST. ' � -- i �,.%i » y �[ . � � ��GON6LJLTINO ENDINEER9 � . . RE: P ° I � �`` € ML LEDGER Wf 1 � THROUGH �__€ �� „� ;:..,.. TJI JOIST. RE. PLAN LAN � , ; � ' 3 _� 12694 Weai Go�Fw[AVervue I ' ` . � BOLTS C� 8" OC STAGGEREd ; ' � P.o.BOx,s,=oo � � � � . . . � { ; t � � � . v.Kewoco,cv�oa,noo eoaie � SIMPSON HANGER. __ __ ; __t VERTICALLY =-� --��- P� 3p3431 fi,°° � . � � � � � . � . . . . � � i FA%303.431.6866 � i . . . � . . � ��.� rtiE.� ' . ' . . . RE: 6/S2 0 ' . � � : � i � , AT SIMILAR CONDITION; f'� � � '� ;_.� I —'" GROUT WALL SOLID AT BOLT � _ �€�� JOIST AT ONE SIDE OF WALL ONLY 3 ' � ANCHOR W 3/4"� HILTI KWIK BOLT AND A MINIMUM OF (2) � � � � � COURSES BELOW .._, _ W ��...� TZ EXPANSION ANCNORS � 8" OC. ; _ � 4 3/4" MINIMUM EMBEDMENT : � � 2nd FL��R � - _ ;_._� _.��_. � � � ; � � �/z" _ �'-o HANGER DETA � 5 � �/2" _ �'-o TYPICA� �ED�ER DETA L � : '4 , � — . e � � . � � : �. � � . . . . —� . . . . , . . . --___ . _. �....d �.�_. . . . � � . . � .._._ i ? � ; � j i — 4x4 TIMBERSTRAND � ,. � ���.._ (E) �I�1SQ�ll��" Y�'�LL ' � i � � �� ` � t_i ��... � k � HANGER SGHEDIJLE t:_� _��__ p Q E) FLOOR N FLOOR GROUT WALL SOLID ; j ; _ �+ FULL NEIGHT AT 4x4 ; ; z j Z L.L— COLUMNS ' ; � � n ! a �:�_.� TJI JOIST SIZE SIMPSON STRONG—TIE HANGER ��i ! � ��I, UNLESS NOTED OTHERWISE � � � � �I _� � 3/4" FLOOR SHEATHING. ; ; °�� 3/4" SHEATHWG O ; � BUTT TIGHT T0 (E). MATCH = 14" TJI 230 LBV2.37 f 14 (E) TJI ,IQIST TO ELEVATION OF (E) FLOOR ; � � � � REILIAIN 3.._.i _...:�_ � � , . . .. � . . . . . . .� . . . . F',._—.`./'s�.f`T'J . '.__f ._�.�.,..�...._.—,-r...._s'.+.e..�._ °' i � . . — . .. . , . ,, , --��;.^. _ _ __ FIELD � ��....�.._..._. �u, �.���.._s:._.._�.�.,r_._...z_.t._..._,._ _...i.�.,,,, , , ` � � � ��:=�._w,__ �:::::..:..: � ` VERIFY = � 4» WPI 4 * � m��, s...� � � 1 TJI 560 41 = � , -� � E � . . . . . i � ' ' � � � . . . � � . . . . . . � . . F � . i . . . ? f � _ � > £ , £ � , � . . . . . � . � . . . .. t . . [ . £ ! � . � � � � 2'-0" MAX � � ,_� _', _ � 11 7/8" TJI 230 LBV 2.37/11.88 � ; �..�TJI JOIST. ; € ;E TJI JOIST. RE: PLAN �€ � ' ' RE. PLAN � � Q � ;.._v __.__.._ �� j ��_w � ` ; . . . . . � . � � . . . i � ,.... _ � . _ . . . . z -€ �_� _ ; � � i- �_� 11 7/8 TJI 560 WPI 411.88 * ; �._..; _�.... 3 1/2" WIDE SHIM @ 12" OG , � � TRIM AS REQUIRED TO FIT 2x12 JOIST. SISTER TO (E) JOIUST = � � * WEB STIFFENER REQUIRED PER JOIST MANUFACTURER BETWEEN FLANGES OF (E) W/ PL400 ADHESI�/E AND (2) ;_.�� ��€__ � � JOIST. ATTACH TO (E) AND 12d NAILS � 12" OC STAGGERED i ; E � `� (N) JOISTS W/ PL400 VERTICALLY ! i � � _ E �, , ADHESIVE ;...' �_._ � � � . . . . . .. . � . . � . . E € . . :' �` �.. . . � � . . . . . � _ . . . i ' '€!. � � . `, ...... N . � . � � � � .� . . . . � . � . . . � � . . . . . � ° � ,-.f . � . � o' � Q � �/2" _ �'-o HA�IGER SCHEDULE � �/z" = �'-o TYPICA� I �IF �L EDGE ' ,� � ���� �ATE �ESCR�PT�o►v ' N � ° � � {� i I � S t , r� � � cv _ � € E 1 FLQ�R 0 4/2 4/0 9 P E R M I T I S S U E cC°°v ° � � /--�__ 3/4» SHEATHING '_.� � � � � � , � � , f � �,; < ; , � �� � � � .. •� _ ; � E ; G - - ,....�. , ,— � m c ; � _ __ 4x4 TIMBERSTRAND G r 7 ; � , � ] (E) BPACING, RE.� �ASE �LDG � � W �— �' '� STRtTC'TUPAL D�1jGS. ATTACH ti_X �—''� ,,.�E 3._.: �.��..._ (NOT PRESENT AT SIM � W W �� � z o u T � r� a » € r,�'' ; ? c� �n w w TO HSS 11IT�I O R0�'!� QI` � CONDITION , 3/4 SHEATHING ` E (E) EXTERIOR WALL. , � , � 0. 9�5 � �.A,F. {� 6'" OC. �-`� �f FIELD VERIFY THICKNESS ; i j;_. �. . . � . . . . . . . . . . . . � j_°E_._ _i . . . . . . . . . . ',:.E . . . ° TJI JOIST. � i E i -j , RE: PLAN ' � , � ' PROJECT NO: 20632.S.02 � � ._�._;�_ 1/4"MAX � � f� SIMPSON HANGER. - 5/32 1-3 � ,f'� ` ; £ � MODEL FILE: : RE: 6/52.0 5/32 1-3 �...� _��..._ f' i � ' 3/4"� f HILTI KWIK BOLT 3 ` � i ��:W��_u:__�'..`�.__ ��^w:_����.e�__�_._�, f,.__._ _w_.__.__._..,_.__._._,�___.__ _. i , ��� �� : �� f � � ; � -� EXPANSION ANCHOR � 24" OC. �.__�___:_._. _. ..�..__...�.__._.____.�_re. ! ( ' � 4 3/4" M I N I M U M E M B E D M E N T �_ . .�. __T3 f � ��. �TYP , ;. i_ � o �,�[ , �. �, ; � ,• ;: � �{ � � _ __ _._ m_ �? � � � :� . . � . . ........................�............................... .,....� ._....�i i � . . . r t . 3. ..- . . . , I i � .._......._.......___......_...._...._...._...................„......._ � . . � . . . £ �,f t; E � . . { . . � ..._........ ._.._ .. ..__ _..___... ; E{{ � SHEET TITLE ; / __._........_r_._. __.._____. __._.__._.___._.._._..__._._.........__........_._......._...._........_..._.._. . . . _ �..�/ F i t C . � .3_._ ! � 3 (E� BR�1 CING. F ,� e , ' ' ' DETAILS —' � ,��,� �: F, � i ; RE: BASE BLDG � _ , ` , , , =t ; ; > � Q STPUC,'TUR�L ,'�' � £: t� o ,'� ; ; (E) P�ECAST I�OU�LE W � // �_�.... _.,.��....�_.�.�._____�, { " ,' � Q Q o � DZVGS �'` ,,�;�'' _: 3� JOIST8 TJI �' E i ; TEE FLOOP i ; = z r,� ;; ; ; � � = z .,;� �; ;€ # 3 c� <C '"f`` �� } ; � ° �' � ,�•%'�fF �i �' SIMPSON HUC416 �„ ; °z > � z i; �� FACE MOUNT „ Q w Q o ;, ,� HANGER WITH 3`4 MAX CONTRACTOR NOTE: VERIFY ALL DIMENSIONS �' � � � ;� ;j WEB STIFFENERS. CLR PRIOR TO CONSTRUCTION �� ;; W � ;; i€ �: �� ' `� �/ '�i; ���� � 2 __ � _____ . �� � � :7 . ~ � � �' " _ �'-o JOIST BEAR �1G 7 � �/2" = �'-o TYP INF �L EDGE AT EXTER OR WAL� L� 3/4" _ �'-o (�J � CO�UMN TO (E) WA�� 1 � �, �, W _ 1 1/2 W W � � � c� � � P C? C�J U} a: _ �`'�.� '��� � 0' W L'L w C1 � C� u