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SITE NUMBER: 1535
<br /> BASE MODEL: SPEC
<br /> ASSET TYPE: COMPANY/FRANCHISE
<br /> General Reaammendations 5preader Bars�rgu�a�� L I G H T I N G N OTE S. CLASSIFICATION:
<br /> REFRESH
<br /> � Fteferenced souroea per hierarchy:2012 lntematianal Building Cod�(IBC),American Soaety of Civil Engineers • Terminal�nds af m�in r�nners�nd crpss member5 sh�ll be kied
<br /> (ASCE 7-10),American Society cyf Testing Materials(ASThA C 635,ASThrI C 636,ASTM E 56UfE 580M),�nd together or have some other approued means to prevent their OWNER: OWNER NAME
<br /> Ceilings and Interior Systems Canatruction A�saciation{CISCA�. �`��°��'' T;.
<br /> spreading. 5tabilizer bars,cross tees or other means to prevent M EAN S OF EGR ESS LI GH TI N G AN D EXI T LI GH TI N G: BASE VERSION: 2016 JUL.
<br /> • Parbtions that are i�ed to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the spreading shall occur within$in,of eaeh wall.s�u�-�.�s;�r�s��.���wr,��,�.<3.�
<br /> strvcture. Bracing shall be independent of the ceiling splay bracing system. ���. .°����s���������:�,�.3 • Spreader bars are nat required at perimet�rs where runners are "M EAN S OF EGR ESS" LI GH TI N G SH ALL P ROVI D E A M I N I M U M OF 1 FOOTCAN D LE ALON G TH E EXI T P ATH. UPGRADE CLASSIFICATION:
<br /> � For further ir�formatian on bracin�of nonaosd bearing partitions refer to NVI+CB Teahnical Qocumen##2i}0�01. attached directly to clasure angles. „ „
<br /> • A�llmainbeamsaretQbeHea�r�rDuty(HD�. �����..�.� �:.��R �:�.�.� • Spreaderbarsarenotrequiredifa9{7degreeintarsectingcrassormain IF EXISTING EXIT SIGNS ABOVE DOORS ARE OPERATIONAL AND PASS THE 90 MIN TEST ONCE POWER N!A
<br /> figur�5b��ount�r&I�pang
<br /> • Cailingslessthanorequalta144ft2andsurroundedbywall�conneetedtothestruckureaboveareexemptfrom iswithin8inchesoftheperimeterwal�. IS SHUT OFF AND EMERGENCY BATTERY POWERED LIGHTS�EXIT SIGNS ARE TESTED, CAN REMAIN IN PLACE
<br /> PROJECT YEAR: 2016
<br /> the seismic design requirements. �,��,������:�c�: �:n�,� � • Where substantiating documentation has been provided to the local
<br /> • These recammendations ara intended for suspanded ceilings and related '� r��°�^,` jurisdiction, perimeter clips may be used to satisfy the requirements for FURNITURE PACKAGE: 2016
<br /> oomponents in areas that require reslstance to the ei�ecls oi earthquake motions. '� ��_ �'' spreader bars..���,��;�;st���r,�;������F �ar�;r4��a����s�E,r� EM ER GEN CY L�GH T�N G:
<br /> �����,.�,�����,����� �°:�o� ��;��b �� DRAWING RELEASE: MARCH 2O17
<br /> ► all wir�ties are to be�,r�e ti ht tums around itself within three inches.TwelWe gage , j Han�er{Suspension)Wires�ngu,�s s��,►�sn�
<br /> g � _ ._._.... __._._. _3� BUILDING HAS EXISTING EMERGENCY LIGHTING BUG—EYES SCATTERED THROUGHOUT
<br /> Hangerwirespacecl4faotoncenter(figure1y. :�� � ��, �..�.� ^��,�;,,':;',7�' � Hangerandperimeterwiresmustbeplumbwithin 1 infiunless(figure5a} THE BUILDING THAT PROVIDES LIGHTING FOR 90 MINUTES BEYOND POWER OUTAGE. � � -'
<br /> � Changes in cailing planes will require positive bracing..���_a�.s�������r�,�.a.� - �" counter slaping wires are provided(figure 5b).�;_�.��.�r���,�:���,��.q � C� � M �
<br /> m Hangerwiresshal1be12gageandspaced4feetancenteror�Ogage SUBJECT DINING AREA SHOWS 2 EMERGENCY BUG—EYE LIGHTS ON THE EXIT LIGHTS. J T N �
<br /> � spaee d s fee toncen ter. ����������;����;�����.� I F O P E R A T I O N A L, C A N R E M A I N. I F E M E R G E N C Y B U G—E Y E S A R E N O T P R E S E N T, G C S H A L L i' J N N �
<br /> figure 6a � Any connectian device at the suppartin g construc#ion shall be ca p able � � �' �
<br /> ����� ofcarryin�nat�essthan �oopounds.��:�����;�������:���..� I N S T A L L N E W E M E R G E N C Y B U G—E Y E L I G H T S T H A T A R E B A T T E R Y P O W E R E D. F I N A L I N S P E C T I O N �' � � �
<br /> INSPECTION TESTING WILL DETERMINE IF NEW EMERGENCY LIGHTS AREA REQUIRED. � � � �
<br /> VarCcal hanger wte�chmenR
<br /> � PowderActuated Fasteners(PAFs}are an appmved method oi �
<br /> Shottin anchor� .,�.�� ��l'aµ• s� �
<br /> �;�� attachment for hanger wires..a����:�:.���_��;�r�b�� ��;��r�,�f �����;�,�;�,�, �+
<br /> swd"re'�"� ` �- • Terminal ends af each main beam and cross tee must be supported .� v �
<br /> ��'''"g°'�---- -` �� witt�ineinchesofeaGhwa��withap�rimeterwire{s�eti9ure4s��a). DURING THE TESTING, EXISTING EMERGENCY LIGHTS OR EXIT LIGHTS ARE FOUND TO BE INOPERABLE,
<br /> ������ �ateral Force Bracing(frgures2and3J ��:a��;�:,�;�s�������;;�;�,�,� THESE SHALL BE REPLACED WITH NEW FIXTURES WITH SAME LIKE FUNCTIONS. � J
<br /> L.�teralfs�r���rac6n�g aa,rr�s._._._� �_._� ...��_____.� � �, Q
<br /> • Ceilings constructed of screw-or-nail-attached gypsum board on • Wires shall not attach to or bend around interfering material or ,_ W
<br /> � one level that are surrounded by and connected to walls or soffits v��ne��w��--------•-•-- ---- -- equipment.A trapeze or equi�alent device shal) be used where =
<br /> '�°°"'" '- »^�'Q� that are laterally braced tcr the structure abave are exempt from `"' obstructions preclude direck suspension.Trapeze suspensions shall ■
<br /> seismic design requirernents. ���,�:��,a��_������,��;�,�.�.��„,��t�,,�,�, be sized to resist the dead load and iateral forces appropriate fc�r the t� cwn
<br /> fi � �
<br /> �gure 6b ■ L, , o
<br /> �.�������r�r�����,� seismic category. �:�a�.�s����������rz�,z.�,� �� o0
<br /> __,2gaga = a o �
<br /> - gp�a,� • Ceiling areas of 1 aQ0 fta or less shall be exempt from later forca � � �
<br /> 45•erbea '-: as=orx�m � �fdCitlg fBG7Uif8fl18/1tS. �:�zar�a:�:��1�5�9,3�f,e'�ctz�9.fi
<br /> • Lateral force bracing is the use of vertical struts(compress�on u, �
<br /> posts}and splay wires(see figure 2). � � � c
<br /> --Crose bae Msln beam --- � �
<br /> • Lateral Farce Brac�ng shall be 12 feet on center(mazimum�and � � � �
<br /> ������ begin no farther than 6 feet from walls.���c�,�,��r���.:��.�e�=��,�°a.� � �
<br /> �cr�u�a���or�trnendeci Lengt�s f�r • Seismic splay wires ara to be four 12 gage wires attached ta the � _
<br /> �'�r������tr�a#� main beam.Wires are arrayed 90°from each other and at an � I O p ' O I I � o c
<br /> angle not exceeding 45'from the plane of the ceifing.s�u,�r���#� NO WORK IN KI7GHEN AREA A1 1 � oo �
<br /> ��� � SHON4N SHADED 6RAY �
<br /> �:��,����n f;.�.�� �
<br /> %z"EMT candult up to 5'10" . Seismic splay wires shall be attached to the grid and to the
<br /> _
<br /> ai.�EMr cx�nauit upeo 7�s' structure in such e mannerthat they can support a design load of - -
<br /> not less than 200 pounds or the actual design load,wikh a safety
<br /> —— —— PROJECT TYPE: SPEC
<br /> �°EP�AT conduit upto s�s� ' {��{or of 2,whichever is greater{figure 6b).s��,�:�r��..#:��:���_�:�.� UN'S� E IT REFRESH
<br /> _ ��_ � � �; • Power Actuated Fasteners(PAF's),when used for s�ismic �
<br /> ` application as part of the prescriptive path in Seismic Design 103 �
<br /> ���,g�e 1�"me!al stud{20 gage� up ko 12�o�� Categaries D, E and F, shall have an ICC-ES appro�al far seismic
<br /> �— — -- __
<br /> Back-ko-back 15i5•mecai stud upto�s�o• applications and shall require"special inspection"irrespective of � g1 B1 B�
<br /> � ,
<br /> {zo�as�} the type of occupancy category the structure is in. PAF anchors ' �
<br /> _ _ .. — ; �� ��
<br /> - for kicker wires�splayed vwires installed for purperses other than
<br /> � <i
<br /> Single 2%'metal stud(24 gagej up to 13'S" ! D D - --
<br /> -- -- i seismic restraint)are exempt from this requirement.s�:�r� sr�,��< — _' �
<br /> , � Oq
<br /> Back-to-back 2'�4"metal stud(25 gage} up to 15'0" �g,���=,�„��,�rs,��,��, �,�$;:��
<br /> .., : ___.,._ i �05 •.
<br /> ���,�r,�,��3�r�,,;,;,,:,,�,�,���..�,�,�� • Splay wires are to be within 2 inches of the connection of the � � B1 � � >� -�� ������� ����:
<br /> �+iu?�r�ter�rz.��r��s�aier tt�n�5`G'wii,'re7u�rc�r���r,e�:rir� V2I'fIC3�S�PUt t0 SUSP@�ided G210111�.5our�ta:rY a7"lrf������c�;'r�n�.�.3,� � � � �
<br /> :^�t��t�str�r�s. � � g�� B 1
<br /> • Rigid bracing may be used in lieu of splay wires.�����..��r�,�r-�an � � " ' " ' EXIST. DINING ROOM GLG GRID TO REMAIN.
<br /> �t�ur�4� ���°�i�5_2.�.4 � � �� ������� � �
<br /> �'�'�h�'���������'"'�����'"'�'�"''�'��` • �Ceilings with plsnums iess than 12 inches ta structure are not l� T C H N � R�MOVE & REPLAGE EXIST. GLG TILES TO
<br /> `�-. required#o have lateral force bracing.��..�� ���t�:��:;�f�Y�r����;��r � � B1 A MATGH EXIST.
<br /> � �u�s-�/� � � I I SOLARIUM
<br /> Vertical struts must be positively attached to the suspension FLOODS ON REMOVE EXISTIN6 LIGHTS AND REPLAGE
<br /> WN.L '„`.... �... .
<br /> �. systems and the s#ructure above. s��,��,���r������a s�m�;���.�.�_� - -
<br /> SSUM C} W LL TRACK WITH SGHEME SHOWN.
<br /> o '. • The vertical strut may be EMT conduit, metal studs or a proprietary g
<br /> compression post{see figure 3). P•� IF 6RID 15 REMOVED AND REPLAGED,UTILIZE
<br /> ``��` $ � I g� O SEISMIG BRAGING DETAILS ON LEFT SIDE 0� �
<br /> 1 B� A
<br /> �«m„� >�.-- �`4 �, Wall Moldings (figuiss 4a snd 4b) o DINI� RM. I THIS SHEET.
<br /> `� � Wall mQldings(perimeter closure angles)are required to have a � �� •
<br /> horizontal flange 2 inches wide.�ne end of the eeiling grid shall � B1 ( �
<br /> ���r��� be attached to the walE molding,the ather end shall have a 3/.inch S E I I (I
<br /> �tn���h�d���1��1�in���quir�m�nts clearance from the wall and free to slide.s���.����;�������_.�.�, � I �
<br /> � � ����;��_.=.:.� � �
<br /> ��,_ � � �04 � ����B1 � U 2 U 2 � � �P` �
<br /> �����r� • Where substantiating documentation has been provided to the � � � � ��rt��s.
<br /> wa+-� � - lacal jurisdiction, perimetar clips may be used to satisfy the � � Pos R� y �QQ
<br /> ,�
<br /> reqwrements for the 2-inch closure angle. .�a���:������ar��,����r� I I �
<br /> 0 `�O ��" a��r��. ��s��=�
<br /> b. ����a � (
<br /> �;� , I I 7 SEAT
<br /> The rid shall be attached at two ad'acent walls o rivets or � � � Q
<br /> „,„�,„ , .,,g,.�.�n 9 J �P P
<br /> s��`�;ma �, o���� ' �4 �` approved me#had).Soffits extending to a paint at least level 1 B1 �A � �
<br /> � wikh the bottom plane of the grid and inde pendentl y su p ported � � � 0
<br /> 0. and iaterally braced to the structure above are deemed to be � � — � };
<br /> R '.
<br /> � � ( B1 B1 B1 B1 m �
<br /> �������a 2 I I O �
<br /> FR1D GE � D 1 E C� >
<br /> 2015 WSEC - SECTION 405 - ELECTRICAL POWER & LIG HTING 5Y5TEIV15 ` � ' R - � -�-� � A N W
<br /> � '�
<br /> 1. OCCUPANCY SENSORS: Provide oecupancy sensors that turn off in 3Q minutes after occupants � " � � ' Q ; �,
<br /> � O '�" - —� REV. DATE DESCRIPTION
<br /> leave the room in all offices, training rooms, copy rooms, lounge or break rooms, restrooms, � o�
<br /> storage rooms, janitor closets, locker rooms that are being remodeled. Provide manual switch ta � D 1' ' O 3 03l30/2017 MARGH 201?
<br /> turn lights on or off in all new/ modified rooms. A � b-Ir2018 SUBMIT�OR P�RMIT
<br /> 2. LIGHT REDUCTION CONTR�LS; Spaces required to have light reduction controls shall have a �— e— Z
<br /> manual control that allows the occupant to reduce the lighting load in a reasonably uniform � � 4
<br /> pattern by 50%. Can be achieved by controlling all lamps. Can be achieved by dual switching of � �
<br /> alternate row of luminaires_ B� �' B� OA
<br /> 3. WAREHOUSE - no work, existing lights to remain, no change hood T`I �ssuE�nrE:osi29i2ov
<br /> 4. DAYLIGHT ZONES ADJACENT TO WINDOWS: see plan for zone 1 & zone 2. Each zone is �LL�` PRo�ecrNun-,BeR: v-ao2z
<br /> e
<br /> established by �he height of the window head dimension. (ie if vvindow head is 9', zon� 1 is 9' � � � � � � ���u,�� � o�a,wNBY: � �
<br /> from that wall, zone 2 is 18' fram that wall) Not required where praposed lighting pawer density ' � XIT cHECKEoeY: H�K
<br /> is less than 35% of the lighting power allowance �
<br /> SEAL
<br /> 5. LIGHTS IN PRIMARY SIDELIGHT QAYLIGHT ZONES: shall be contralled independently af lights in
<br /> the secondary sidelight daylight zones. Z d —
<br /> 5103 REGISTERED
<br /> 6. LIGHTS IN SIDELITES DAYLIGHT Z�IVES: faeing different cardinal orientations, ie within 45 ARCHITECT
<br /> degrees of due North, South, East, West and shall be contralled independently of each other.
<br /> 7. Incorporate time-delay circuits to prevent cycling of light level changes of� 3 minutes. L�GHT�NG LEGEN� _1_2018
<br /> $. QIMMING: Provide daylight responsiae controls to dim light within day+light �ones in response to HWARD G, �urta
<br /> iTAIE ff YA9f�IIG7�1
<br /> available da�light and maintain uniform illuminatian utilizing continuous dimming ballast, � 2X4 TROFFER LIGHT, LED,40W/FIXTURE
<br /> dimming drivers, and dayligf�t sensing automatic controls to reduce lighting 15°l of rated LIGHTOLIER OR EQUAL
<br /> pOWer at I'1'laXll'1'lUll'1 Il�ht DUt�7Ut 2X4 TROFFER LIGHT, LED, 40WlFIXTURE
<br /> LIGHTOLIER OR EQUAL
<br /> 9. TOP DAYLI6 HT ZONE—At skyiight, top daylight zone is .7 times the ceiling height (J x 9'=6.3' `THIS LIGHT ON 24/7 FOR EGRESS LIGHTING NORTH SHEEf NAME
<br /> 1 DURING NIGHT TIME
<br /> Laterally and longitudinally}. f top daylight aones overlap with side daylight zones, overlapping O � FLOOR PLAN
<br /> area is assigned to top daylight zone. Lights in top daylight zones shall be controlled separately O PENDANT LIGHT, LED,60W MAX. SCALE: 1/4" = 1'-0" FLOOR, FINISH
<br /> from lights in side daylight zones. Pro�ide a separate switch for the top daylight zane indicated. a� � & EQUIPMENT PLAN
<br /> A2 10 UM4
<br /> 10. ADDITIONAL LIGHTING CONTROLS: Displayand accent lighting shall be controlled bya B� 22 SHEEfNUMBER
<br /> UM2 5 QA� RECESSED CAN LIGHT, LED, 10W
<br /> dedicated control that is independent af the controls for lighting within the space. Any UM4 1 LIGHTOLIER OR EQUAL
<br /> supplemental task lighting under shelves shall automatically shall automatically shut off when SOLARIUM FLOODS ON TRACK-5 f
<br /> �`-J TRACK LIGHT IN SOLARIUM
<br /> SpdC� IS UIIOCCUpl2d. 60WMAXJLIGHT
<br /> TRACK LIGHT IN ABOVE WI-FI BA R
<br /> 11. EXTERIOR LIGHTING CONTRQLS; Exterior lighting to remain as is. Minor lighting that occurs over � 60W MAX!LIGHT .
<br /> the main entry will be tied to existing photo cell and manual override time clock.
<br /> EXIST. EXIT SIGN WITH BATTERY BACKUP
<br /> 12. EXIT SIGNS: Internally illuminated exit signs shall not exceed 5 watts per side EXIT 90 MIN BEYOND POWER OUTAGE EMERG. LTG.
<br /> ?���,�i c1�`,J�i.� �-L�r�' '
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