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HomeMy WebLinkAboutB17-1675 010-250-008r•g•a architecture + engineering 115 Meyers Street Suite 110 Chico, California 9 5 9 2 8 PH 530 342 0302 FAX 530 342 1882 www.rgachico.com CLARIFICATION 2 PARKING STRIPING NEAR ENTRY Project: Orchard Hospital Clinic RGA No.: 15-703 Date: 07.28.2017 The following: Replacement / Modified Detail has been issued as a supplement to the Construction Document Set. It has been issued in response to: Field Observation From: Bob Einck This clarification contains verbal and/or graphical direction to modify the Construction Documents and may make reference to portions thereof. The information provided on this document supersedes or supplements information provided in the Construction Documents for the same condition. Reference Summary: Revised Parking Striping near Entry See revised parking layout near the entry of the building. The for east van accessible stall moved two stalls to the west. CL 2.1 The access aisle to this curb ramp was enlarged. The two standard parking stalls became compact. -1'('1��,�N B Lp�NQ pIV Bu 9.0%®N'E® Issued by: Jamie Jenks V1.0 �11- loc� PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ��✓ ®ATE_ -/ - —� /T------------BY-G" BUTTE COUNTY AUG 1 1 2017 DEVELOPMENT SERVICES U 9 -169S" r -c -Z Ell c 28705 < \02/2a� T OF CA0; r. 9 .c architecture + engineering RUSSELL, GALLAWAY ASSOCIATES inc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com A REMODEL FOR: ORCHARD HOSPITAL CLINIC 284 SPRUCE STREET GRIDLEY, CA 95948 ASSESSORS PARCEL NUMBER: 010-250-008 DRAWING SCALE 3/32'= l' -O" RGA PROJECT 15-703 DRAWN JRJ CHECKED RGA CL DATE 2017.07.26 CLARIFICATION DRAWING CL2,1 * - . � I " �,: _­.: - I" � � ­ , , -­ _ - , - , t -1 . � . I EE � � I � i - -1. I � I . I : . . I . . � I � I . . : . . ,z . I ' I . I . . I . 11 . . . I - .. . I I .. .... � - (� ., , : , P4 - � . .. .. "I . I I : '.-,., ., .v�:, �: 1. � � T�_ , . . . -`%`�, . � I " FD WING RELATED ITEMS . '.. I . .' . , it e: � . � . : I � DR Door LAM Larninate SC Solid core : : � . ��;,. f. - .. .,;� , xi� 1, I .. . , - ­ . -; �� . ; X,�...i:_� ',� . ; : . I :. :,;, I �11111`�..,. .... .4) i � & And I . . -,..; , .. � .; . ­�... "Ili ... . . 1:;�": I-: ., . ­ . . _ 0 D.S. Down spout LAV Lavatory SCD . Beat Cover Dispenser A GENERAL DISQL&IMER ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED -ON THIS DRAWING SET 284 SPRUCE ST -7 : . I " ,_ . i � � . . . , . � lze;.�­�M'. . - . 1. .. I I 0 At : . � ... I _'i ��*,-�.�,,;' 0\ . . .. q � AB Anchor Bolt DWG Drawing LT Light : SCHEID ': Schedule ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER THEY MAY NOT BE I , (A 0 : . . . ; . I - 9 1.61, � )t--.... - 0 .1 . I . ......- :, . s ... ��., � . . SD ! Soap Dispenser , . � . .111 . O'� ,.": ! : .. ..... 11 ­.. I - , d U I . ... ' . �. ... ;-1 ` ;kq' .H � I : . REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF RUSSELL, GALLAWAY AND ASSOCIATES (FLGA) OR: THE . 1 14. - - ''.. .: I � :1� A.C. Asphalt Concrete (E) E)ds" MAS Ma . SECT Section - I w I . ��.. �:., .,P N - , I : A/C " : . OWNER ADDITIONALLY THE OWNER HOLDS RIGHTS TO THE DRAWINGS, BUT SHALL INDEMNIFY RGA FROM L18ES I � : . - ,��j . .H _ 0 .. 1: , I'll, , � . Ak Condtioner EA Each MAX Maxrnum: SH . Shelf, Shelving I : � I I :, . ... _1 I . * � I 1. � . . I . . I . I . . . .. � . . I . L.00ATED IN . . Is. -_ . 0 Tj :1 � : AD. Area Drain &J. E>panslon Joint NOT CONTAINED WITHIN THE DRAWING& . .. 32 a S!20- . ::.11 I ....... . ACOUST . Acoustical MECH Medianbal SHT : Sheet � . . I . -9- . . . . .,: : - ... _ M 44 ;� : . : ., I . . . ­ � ! .. - .. . . . .. I . - 1. % , , i"4_10 ,� � .11 . ... . �.�',., . � .'CIT.Y.OF: � w � . 0 1 : . : . . I :, . It, . I i : ELEC; ElecWal) MFR Manufacturer SHTG : Sheathing : . . .. , : : I . I . . . . ­ I : : ) � ADJ Adjacent I . � . - . . �D:.�_ . , 14 , 11 I , . . ' , � ... I �_41. .Twj - .. I f� . . � . : Similar B. C . 4. . ELEV Elevation MIN Minimum : ..�?* Sim . OF THIS PROJECT ARE INTENDED TO COMPLY WITH THE CODES As R� . . . GRbLEY I :.: i.*.�- " 9-1_ I U I . : : ! . - ODE REQUI8aAEff3 ALL!, COMPONENTS � I I I a . � . . .I., . AFF. a � :- . I I "I, ---.: ... . . . I , r;� 1�. 0 ., � . . .. Above Firlsh9d Floor - EMBED Embedment MISC Miscellaneous S.O.G Slab on Grade LISTED IN THE PROJECT INFORMAT10N SECTION OF THIS SHEEL AW DEVIANCE FROM THE WRITTEN ..: � a : 1-------1_--__, . . . ,;;.,, ,!. 1..� - - i! � rd N I I I I . . . : . : :, I ­ :1. . .1. . � . .1 . �>, . I . ­ . : ; .. . R �, .. : ! �11. . .. . 1 AGG Aggregate EQ Equal : Sanitary Napkin Dispenser . i I - - -.--,- C.. '§ �� ", I i . : I g . U lqi.. (d I . . MTD Mounted SNO REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION : � * .� ­� f,..- :. t .�1*1 0 � I .! . , " , "`­� - . 1. . � .... . �01 - W SHALL BE CON19RMED IN WAITING: BY THE . - I I I � ,�, . 1. : i .1 I. 1. i . . . I "'i i , . . -�Nnum - - - EQUIP Equipment . Sanitary Napkin Receptacle - � I , - _N'S �.-_� - - � �1, M ALUM Alu MTL Metal - SNR . `1 - ,_ ___ - - 11 -,,'. .1, - ! . i , i -rate JURISDICTIONS BUILDING OFFICIAL : : I � I i - ­.. . �. z., . I APPROX Approdn :- � .".) I ,� .. � EXH E.,4"aust MTP etal Toilet Partition SPECS � Specifimtlons s . ,,��:� 6� 1____1 ;q - ! M : 1:. � . �W' � I ARCH Ardiltectural . : . . ; Icia * 11)� � . . : : : _.. : EXP Evansm . . I : � 1; I : i �' I SQ Square : : . % : 1; ,I np, �,-, p .. ­ r, . . : � . Q1.0, � . - 'i " . . ;,; : , �. t�q " I ; I . . . "'i ,:'11 , I : . 7!" � ` - . . . . - �. , : . 11I.- -i-I 'M1 :-1 - . ; ASSY. Assembly � i . ;' . 10" - . C. VERBAL DERNITIONS : .. . : - . : I I..- - 11 ... ... :lu : ,:,i -1 , i EXT Ederior NIC Not In Contract : SS Stainless Steel ; .. . .1 . . . �� ' , i ASPH Asphalt . � : ;� 6.4 ­!' . . ; : ..! : I . ­ `;�' '"' : . . . .. ; : .i I � . . ,. . N I I . : i : . I . . . . ;-� - '­�'­ - 4. I I . . . . ; I ; : 7 NTS Not to.Soalo - STD . Standard LEO REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED: PERSONS AS , ! . : : � i -, � I . * - - - 1 10 . - 9 . , - i I �­! . -"ACCESSIB . . - �,P4..,""','..." -i: . , .0 " 1-.----� I BD Board FBGL Fiberglass � '.. STL­ - Steel . . : . : . ; 1131.�, a . . . ;. � �. I. . : I . ; � � . . . : i - . :. .. �*. � ": ; . . . . I . : . ­-­.. __ -1 ... ..... I_ X... � BLDG FE/FEC; Fire Ex 0 Diameter ' I PRESCRIBED IN THE AmERr,AN,s WITH DISABILITIES ACT (ADA) AND CHAPTER 11 OF THE CB,C : : ! � ­ .... ­­ - --------- � ... ..... . ..... I . .. . -, . ; I . Building _"ulsher/Cabinet : . STOR Storage . . 71 : .1 I 1- z . 1. *:. . :?"� : . �; . . I i . K : I I -11 I .1 .; .1� . I 1. . : . : .. ;" . .. , . I. .1. . . : : . w � .., x , " , . : : I I BL.KG) Blocking - FD Floor Drain . O/ Over I � it�'�y ,,-..�.'.�',�",'i�'�;,.�".,�',� I �,­ �,, a . . STRL Structural . � . .,� " x � .. ... A.."-.'- - p�li. a . . ; -"-��;-�"-"���z,.,.���.,�,�,��-.��,�;��.--.;--- � I .:,. .: : : � OALIGIT MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE WALLS, WINDOWS JAMB, ETC) LINE UP : I : . __ ; . � � - : , , I I - I . . I . : 1, i: . . �. I . . I . . . .. � I - : ". -..i; i"', . . . � . . I R' . . '. , : . , I BM Beam FHWS Flat Head Wood Screw OC On Center SUSP :; Suspendpd . : . � . - . �; .; I BOT FIN Finish OD Outside Diameter . Syrfimetical ACROSS VOIDS OR DISCONTINUITIER . .". : P. , I I ::�., ��.,�,,,��:� . .. . m . - . . I I � ,::. .- . . SYM . -_ _ ., . ; - � � 1� ��'. � .... ; Bottom . . . .., v.... - . 1 �.4. - � * . . I . . . q I 1. FLR FloorW OPG Operkv � . ... : I : ; ­­­�­­ , , " , ruce strwt ____ . M 9 �1.1�:,�, ,�. .. : SYS System . . : 5 S .- . _ ---- Mn1W61rW::_1 .1.1 .., . . ; � CABT CaVroet --- FOO Face of Concrete OPP Opposite: OTYPICAL! MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. .. i' - " : � I I . . . - --- -1. : I ,.j . ... �'.k -;W, : : I . ... . I " * .PW - ., "W : i i : : : .11 .. I .... . : . �,I�,` . 1. , d I. , 1_�� . .1 : 7 . I ,z kr, . . � . I . .. � �r,�: 11 . : : : ,. , . I.. � � I _ :, . ! : . . .. , , i C.B. Catch Basin FOS Face of St.jd T : Tread . . I .. u".. � �, � - - "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONSNOTED, I : . , .1 I., .,�'. . ; T - __ z ,-.. . . : I : �� � . . '.%' * e . I . I .: :­ , . � - __- � . . 7 � C.B.C. Uniform Building Code FRAMG Fmrrft PB � Pipe Bollad . .. : . � 1. ,. : . - . .�� in . I TB . Tackbowd : . : . I : . : 14�, � . . :. (C% . : .- . � . I : , . : PERIM.. Perimeter - : . :. � .�j I : . ; : . ­ . ; . .�- . '; . � � ; . I . `�� � . .1 1: .Z... -ro'. . . . I . ­. �< "�..' � I � -w/ California ArrencIments FTG Footing T&G TaVia & Groove D. DETAILS ARE INTENDED TO THE END RESULT OF WORK MINOR MODIFICATIONS NECESSARY TO . . . ­., , . �< , . ���.:.:;� ­_ 1, . ; . ; 4�1 11 - . -dodar : ...... '. . _.'.��.. � , --1 . . . : PERP5_ND Pope � . - 1: . ':s'- � �� � 1. ,,,, 0 . .. I � I I I - I a ..,:. � ,, ; .. � CEM Cement FURN Furnished TEL Telephone ACCOMMODATE SPECIFIC JOB: CONDITIONS SHALL BE INCLUDED AS PART OF THE WqRK SUBJECT TO APPROVAL .. : . ::M. C14 z . . � :. I . : ... I . . ; : � I . : . .1 ,��,��, � � - - I? . i PFI3 Prefabiricate(d) .,� . ,� . 1. : :��; I �:��.. I,- . : . . : . . I � , : . .11. ­.� 2. ) . . : CER Cerarnio- . Property Line. .., TEMP Tempered : . : . I ...., 11% , .1% ., .0 .. 11 I I : . : : ! : . '. : ­ . t i GA Gay . . :- ; � .. .- Cj, Cast Iron . ge PIL OF RGA ; I .;: ­ .. . ,:�. . � . ,: V " - , . . . . THK I Thicl4ness) . � . ,:.: i"), .,: i: -` -- ��.��*:, ...: . . . a . . . , - � I .. : - . .- , 1W A4�/ I . I a .. ..� ,: ': : . � .. . .�, i I GALV Wivamea PLAM Plastic Lamkyate . : .. : ­ I .; ., � ­ 2 1. I . . . . : a . .;.. .. . . : . . :i;.., ... 1".. e `�'�11� _� . : : *. i . , . CJ Control Joint � . . TOB : of Block E NOTED DIMENSIONS TAKE. PRECEDENCE OVER THE APPARENT SCALE. OF A DRAWING COMPONENT. DO: bQj .. I : 1: r . . . - .. .1 . , : . ; . � I . . � . : I ;�, ­ . 11 : . � GB Grab Bar PLAS Plasterx . ; , I I I . :;., . . . 4r � . :: � - 11;1. I i - , � , . ,' " ; I � . : : I., ., : .i I . I C Center Line � . I ; f . ... . . = : I TOM of . Masonry �Q&E DRAWING CONTRACTOR SHALL VERIFY ALL DIMENSIONS. JF DISCREPANCIES ARE FOUND, A REQUEST : . ; ... :- . .. , . ,�, . . : . . .'.t.-' . .:,. . . - . .5AJ:, :, , t N . I " * ­� � 1. �-; ,:f , � . . . I I . .. 1, . ..: � 1 I ? . .-Z:": '. � i " !�:, . 11 . : .. "... . .. I .. 11 � -".;":: ..... . .. ;, ���.;.. .1 . _.1.4% .11, , . . �­%­_. .. I : ; I 11 I - � - :,, ,�i ... ; . i . . . : . . ,4M M ,:.: .": �.-`-!-- '. .� . k - � i CLG CeON GLI. GaNvized Iron PLYWD Rpioodl " .. - . . :.1] . . .1 . ..... , _: / �1 � .:� .- TOP . Of Plate � _.. - �i.'s CLIR Clear GLIB Glue Larrin;ated Beam PR Pair : - SHALL BE MADE TO RGA FOR VERBAL OR WRITTEN CLARIFICATION. , - Mf - .!� � ,.i�_11,,.'­-:,,�,:7 ".."': - I . M, � . ,;� t of Slab : . I I . :�. .. . " , ..., . I ; . : I i TOS . 0 1 . : - I a . I CMU Concrete Masonry Und GLU-LAM GLIB Laminated PT Point , .- : I .. .. . . . : �' I .. . . I I I . Z, - -1 � , : , , �.,'��, I . � . .. .,;� : I 1-1 ,.. I " I.; : ; � I � : W!" , * 113 " ..;., .; I . : -In :;eRr - �...: . i : rl',�.",.ii � . TOW Of Wall F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN: UNLESS OTHERWISE : ,. : U N I Aoth 1. . I , COL Cokirn GYP BID Gypsum Board PTD Paper Taml Dispenser . . . . .­­ 14, ,... . : : a . . AW ; � ; . ­: : .. i., . TPD ; ot Paper Dispenser : i % . � : . , I so : . . i � �- . 11 , , . :,�. ,:..:.T��'f . . : : :, - ,:�,!�' . ,­­ . : . . . ::. ` , -. ` 11 . : . . .� ;,;.,,� � I : . . I . !I % �i� J, - . __ , . �. -1 . . I - .1. . : 11 -�r,-� 11,�i. .,�, ..i.,�,.- �, :;. I ,� �. . . .. . . 4�:;:. . ;�,,)-!:��]T,­`�! -_�t.,. . . _ , . I r.,� :��;- . I . . '. - , 1-- . ; : . ;1 1. � ., . ;1 - I � � : � 11'�$.��;R_ �, * , � 1�1 � , .! Po�" Chloride . . .. � . : . I I - � � CONC Concrete H,B. Hose Bb PTD/R PTD arxJ Receptacle TS Tubular Steel I - NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONbRETF, TOP OF PLATES, OR : V 1.0 N � . . . . CONN Connection PVC. I TYP : Typical TOP OF SHEATHING UNLESS OTHERWISE NOTED ON DRAWINGS, . . :� : .1 " , -.1'i �,:.. ­; : . I � . . . " " � .. '. .�. - . : .. I ; : : - 'i . � . �, !:." - . .1 ... :. : , - � . . CONST Construction HC Hardcapped I . .,.,: I , -�.�iii��",��-. 1*�.",� ;;!�,�*��-��,IPI� � , - - . .. I ..; � . . . . - .: 1;1��;:;tf�f�%� �:...-,:.. j��,�..�, , ..�. :��' . � . ;,� I . : : .. * ,,'* - _­;:� I . . : : '13' � , : . - * ... I � �.: , __ � :..". � I . -��,Ii� ; . - � , H Header R Riser or Rackis Unless Otherwise Noted C1 DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND pWM ING (MEP� DRAWINGS : SHT. CONTENTS '. .. .. . . .. " ; . . . ­ : :��A,,.. .,,��. � . - . �. 14�. ", , � ­ : : .1 %. , . ­:;­�;.. i"k�t;,. . F �t� . ; � DR LION : I . I �. SCOPE OF -W= i : : I .­': � �. � IT� I � .....� I CONT . .. -�:�:_. . . z � - " �,_-'j.', .,,.,. ., i:' - ­" , ': . :.: Con0nuous : I : . 11. . I ,��L- i.,"';i :.".."'.. . ­... . - "."..04i - .. .... .%% : . ,f , _.­ - 1'01f� .1 *�,, . .1 , , �­. : ­­�.;­. .. . �; ..... . � *- � . - .- .1 , I . .. f� ; . . ...:!� . :-, �,01., ., . _� :: ;. .�� ,­. - _., . . d" . ; . . �::. . I . I % .; _ .�z�,*�::�� �_011_- _,_,�'.' , . .. -,: * ; CW HDWR ' ' Hardware RB Rubber Base : Lft'al MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWNG INDEX VERM WHICH SHEETS SHOULD BE : � ' ­, : . : , ��;�Ii'�,.�.!,144�_ nj .. _. . I .. Cold Water I UR : . . THIS: PROJECT SHALL CONSIST OF INTERIOR MODIFICATIONS TO AN . w, .1.. : , � ft! 1,il.. 1�_-`,.� -`..::.�_ :, .. I .. I 11 ... .,. � /'i�-; �`,�;.��, .,. . . ': ­. * . .1 .. - . % I ... ­ , - -Y � . _ , . %� �� . , :. .� , _ 111R. . . : ii : .. " . ��. HM Hollow Metal RD Roof Drain . . IT I$ . . .:1 ...;. �.: . f��:::. - ..!,. .. oft;;: . VERT . Vertical INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A! SMALLER DRAWNG: SET THE RESPONSIaLITY OF THE *.*;,k,,,, .1:. .1 .: 1 .,�f: - , ..�­�,'. ­ ,��,�'.'Irl.�. � ,. . . - r 1 , . I 1_._�...'...________ � �, -.�._ ,..... � 'I., �- ,I . I : low I - :. I : .! , - ­. ... I �. I 11 ­�,. .;�-e, �,�. .. F.. . ; . : I . .1� : �:_ . � "'.., � __ i.-.,, . .1 I - . : . ­ : . . . I . : . . .: ,. .. � . " ,,, . . I . � - . . . . �'. .. I I . ­,:, .. 7-;.", . i - . . . � . I I REF Refrigerator' , TH I PACE E)" ROOMS --,j' .1 ,% * , �,. i - � �, ! i, 10'., ; - i , .. Double HORIZ . TO INSURIS THAT ALL WORK IS PERFOR : , :�:, --��, ", _� I Horizontal : V.C.T. : vN compositiori TiIe . CONTRACTOR AND HIS SUBCONTRACTORS . I � I mEb;iN COMPLIANCE INTH: E EXISTING.CUNIC'BUILDING TO RECONFIGURE.OEEQ� S I .., - ,-,� ,v.!,...�, 17Tj . DBIL � . ��, ,, I . --,,,�� .: J.", . : , .1. � HT Height REINF Reinforce(d) . � . AND WAITING: 6BMS. NEW CONSTRUCTION SHALL BE WOM STUDS ON .j I.... %.. , : , 1 . I f . a. -:; � -::�:�i�: :-: ."', � � - . ", .1. I.- _"; . �.-:!._:; T . .: ... �, ;;., 1. I , . . ; ., . , VWC : Vlry Wall Com" APPLICABLE CODES (SEE ITEMV ABOVE) IF MF_P. 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WAJN : .. -q ,:.*. : ARCHITECTURAL .. . �­ ., - � i'_:. . '' :,� . 1. . .. , .,� ,�. , "I . - . A I .... � - ,. i 4.: ­ : I INFILL. ALL. WORK TO BE PROVIDED BY THE INSTALLING CONTRACTORS .. ` , .. � . ....�;�,.�'.. . I:, . W', ..''._, .t!*, " , ;­­_ . I ,�, , , , .:: 1. Douglas Fr . ­ I . ­ .;�, W . , I %, .C. . � � : . . . . ..: . � ­ �, 1. I ... e;,.�%�.._,C�k. ,. .4 � '� ".­-. �1.� . . . . '... : Water Closet . .... : . .. . . . . '��.. .1 , . . -,:"��.:'.I� I � . % :.: �. ::. �;. � .. - .. �i_.-,?�e�,s:. , � - � . .. - . .. .. ­ � 1. . . : � DESIGN BUILD PROJECT. MINOR MECHANICAL,:ELECTRICAL, 1, �;..­ 1 _4��,�-,,,i,'� �r:,j:',,.:�;��.*.� , : i : . AS PART OF'A I , V� _. � . . - ,� ...1-Ei I i � .::" . . . : . '. , .:__ _. ., ` � �` . - ., t. . '�:,V?`�. �..... I . 1- , - . ? ,.]; . %Ic, ��, - -:i- .1. �­ �.%':,�N - .� ". . _ - - '' -.:1.,: . , - - " ''I�..11'1_ . 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A23 REFLECTED CEILING PLAN ;. . .;.. , .�,;;�,.:,;�?�', I '. ...­.. .11 lk .1 ... ; ..:, �. . . . . - . ,,��..��,��!!�,�* �!!'�� _:,­ - !�: - It. �: ,. _ - _..... I : . .. , : ,...1....-.q5 _. . i`��s� _,;�.-: - -1 - ­-� .- , `i : , .. ` ­... '...... .: - ,� .C,� . INFORMATION REGARDING ACCESSIBILITY PLEASE SEE INTER R AN : . - - . ; � 4) i i . . w . ;,­ : _y .- � 0 '. - ._A '. 1�:�:. I ,;�; I : I .. DIRECTION REFERENCE . . . ,_­.: ... ..... ..." . OC s ­­�%i-�:.-,'r,:.::.:. -:1. , .; .�1'p 1. 1­..� ,� . ", . ; - _., I . ... . : . . 0, 0 '!�*J-.��_*:���;, �]'�!.:. - 1� -.1h.: I � � . . : - . . : - .1 '. �".... . .� - % ... ,� , �::.: �.� -, .., -, .. , .. :�j I ...I.." . . ­ I - .. - ''... I" . I ,. :% .. . ; .. .; " , , . , . . - ­ , " , . -. .; 11 .. , . .. �.'., - �-i!,��,,��'�.',� --'. * . .1 ,��%.: �-.... -: ..� - ....'-.*.-,�:,��,- ... ", JA _��:'.r--',',._ .. go * . � . . :­. ..: : .. '. " , - ­� i - """"'. ��l - I%- ,�: ; . , ." -�--�,,11',', ui ,-.,? -:.., _,." _,­ `_ .: , . �� '? * T,�i ; i ::. - ,1.i��. -­!� -11 � . . : . .. ....... ,..-: a . . . : 'n ..", 0, . .:. . 11 �, ;. � - -, 1*1 ��!! ,i:t. . , ,,!, _is: , ...... 1-1 " . . -..:,�,, "n;�f,i�*�-, " �-, � -�----,��i: .. -- -,-��T� , '. I :, _ ", - 11 " _-n I 1CONTRACTOR RELATED fff:EM�S I.., . . ...,­'.:­. . . B. A51 INTERIOR ELEVATIONS ��,.., -,� : . i . 11 I I . . .1 � : . ... . . �,,.:. .1 i .. � 1.11 ': : . _�.�*,n,-�_!.' .:�..­.: '' ,�,k , , �..� . .� 1, ..-. � . . I . .. .�i: �z - . ;­.-�,;��, . I : .p. . f...- . � . . . . . �iZ:i� � - '� � I � _. 1: * ! 1: � : . . . :.:­ _i- - � -V:N,,)�1'1�.-',�,; ,�� iio��i: ).�� . -J . � MODULE LOCATION L?; .­' ....... ... � -, . . .-. - � . ,.... - , ,� ­ :,� .� CONCRETE:. . 11 :.i- .;'� , " - , .. ;; ��;i�z Z, .%. e::'611. ­w ._z ?.,t -71, , . . I . ...:. ` ­w;i- 1. . , : .. ". . TOR TO PROVIDE COPIES OF BROCMRES, SHOP DRAWINGS ANWOR �. MATERIAL SAMPLES TO . ,: -�:' . 1. ...� I - I .. i .. . . 1. - , - - � . � ..`� -in .�� � �­ - :.., - F .?- . . . . � FINISH . . _..,'' - 11 .: . .��.. ��� .,..,i�i: 1�',�i��jift , - ;�i _��,� ��,. �!� .. __ ;�_, . 1. �., .�, . ��11 .. ­- " ., . . 1. � ... ...Q- '.. �. ... . i'l � . , 11 . . "! ;­ . ..:;,�i 0 "I I � � � :��, I . : . - - I ` � ��;:.%:., il�n.,�� 1111. . " .,o,�,,*;, ��,r - : , - ' . A5.2 INTERIOR ELEVATIONS - i.. � -,J ""..... : !�'Mll �Iij.... - W -, . I CONTRAC . .-.%, , . ' ; -.1 .. .1�q�:.� , " . .. `�'-. .11, -1. ---- _..., : � , , I -..;.-,. .I'.- e� .1 . ,�',�,�;�k�, I . -M-1- r"��§ ..-.�l ; . '' , i ", 11 . '� It : . ­ Q13.0, CONaMU__QMN ME I . . .. � I �. I RGA FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR. WORK �!.::_,...." : . I ... I., ­ . ,_� ..; "__�-. � _.!" I .*_._,. .... � : :% I . � . . , � � , P. 1. - I, ': - I . ­�,,�, . " ,11 ', I " �' . . . ., .: i�:., " I 11111101. ��.,� i�, � �1� . . . .: � : i . . .1 ."* '��:��.z�,,��: `e. *-e-:::::: : " . : . . I ; . . I � SHEET LOCATION . . .": - " ,� ,-,;�,_,, 1��.: - . 1. ':.- .1 ..� �. 111� . . . . .. '. I . ..4::. 1 ., :, -,,�'.`..�,`!� -,�. "'.1 I a I . I : � . : . BUILDING HAS BEEN CLASSIRED AS A TYPE VB. I 1 A6.1 INTERIOR ACCESSIBILITY DETAILS . .. '� : . I *..-��.*-: : . - .. � �4 -.1. , I - , " " I .. , - ,�� I � ., .. I . ...., i.4 I . ­ .. ____ - - ' a PRIOR TO COMMENCING ANY WORK OR ORDERING -MATERIALS, 1. .1 I I . " � : , . �,,. ,- V'. 1,r_� ��`_"�.�Milj ... .." I. . 1. �... i�. .. . I. . :_ I ,. �b . , , . , f �.. ,�'.,*.. .4 -i; . : . � .�, . ;� � .;.. � .. . : . , ; . C ,�, . " , .�,f: ­. ... �. . , .. BOARD . . : . I . ... . . : I -i: -!i � �, - .1 �, . t" a . - '- - - ­ GYR : THE CONTRACTM S; LINERIPY ALL : . . . ­ - `_ i ! : . I . ­ : �!,!,�'..:_,&: : �5j, .1 I � e I—_ . . � . . . DIMENSIONS OF ANY EXISTINIG;OR NEW WORK AND SHALL BE RESPO �A�� -- . . ".. � 11 b : � - 0 �, I ; - '� " - -- '---� -1 I -NGES - : . . .. . . , � - -----' ' : . . I- . ---T "- - - . .. , , � , L N818LE: FOR THEIR:� ­ � I � ANY�CHA . : b : I'— -.1 I .. . ... . . *,, . I *_1- �- %. . 01 ��.11.1 . 1 , � . , -11-1 I 11-7 1, ; . . b . � . . . I � I � .. . � .: .PR : . . .. ,���. ��iA �W_ _- ilir , . . � # _6 I , : ;4�: . , I :: I I . . I :* I : Ir. � %�... i� SI-!*!, �: 14�� , -, I ... � MODULE LOCATION .. : . : A63 CEILING DETAILS- � .. I'. ' . . . . . POSED� Mm, �' ... .. . ­: - .jq__,ii��:i4l,�%�.. .0:,*�'. 41. � ! ... . . ... % FROM THE� CONTRACT DOCUMENTS SHALL BE SUBMITTED TO RGA FOR CONSIDERATION�BEFORE PROCEEDING . . . ­­­­ ... � . . o. : � � ;, ,., .., .1 I... I , I . I I . I I I - .� .11" . . . I . �­i - M�'.: I:f icv dy"', I . �11. .b . ­ . . .�,��%% 1 ��� . ., - ­ 11 � � . I ., :i, �­ jj . _:,�.;'If, .1 11 I : - i.-'�.t'.. :. .::,: � b .. . ;1i ,�­ , .. 11 ,. �. �. I . 11 . . I ! . . . � . WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO . . . . . . . ,� , W - . 1�:j ._. . -0,�� 1. . . . ok � I . 11 . . _- - " f, ,0,,-. �� -i ,��' I . , 1.11 �,�, .. . , , * I * , . 4�E� - . . . � : : TOTAL EXISTING AREA = 12264 SO, FT. . A7,1 ARCHITECTURAL DETAILS � . �'.' " : . -, - - - ... 11�., , , 01 � ��,�, MASO *. ..*.. - -k, . ­ ..". , _­ .; . --111 _1�1�3!i��,�,�..�-,,�]K_ . . :�? _ SHEET LOCA11ON v ... .... ­­.. .,..,. , : . : . . ­:�t. . il.. 41;.�.: i; I W,'.' dij. ,�' 1. IN - - I . , .. I . I !-...:-:. , :. I. . . - ,, �­ , '. , . . .: .% ,,�ii,� , I . ,_ . . I . . I �. . I � . . � 1////Aii . . . 1py 1. . BEGINNING WORK . . RENOVATED AR = . ,: � ;. -`:�� 1',;,�,,,.�'.��!�b I �: . * 1. , �:,;��;. ,:��I. I I K * ! EA 2,411 SQ. FT. I . . - �::i . .. , f . .. - , - .. .. , , b . . :j��ij���j�zj,,�,,�� t,�.A ,�,c . :,�, � . �ri,i",i- .. . 11 ---;,. _ ��. - . . i, . . . , ... , j. .�. � .. . , * � . "`i� 1. ::.b - I lu .. , - . - 1 ==.,= 4 ; � ­­­ . : . : :. . , _* _:....: � . . - --,�, 120 r. . ­'% ...... 2.1 ­ . , . ­ :r_.-% I , r ,�.. . , TAILS - - , - ,. �. I, ;tlz ... �Z­ r " ��; - - � , , . . I I . iM ,.. , W. - .1. . � . r. :z . . . . A72 ARCHITECTURAL DE ­�, ;... ­ .1 � r: ­ r. M .1. r ;. .: !.1 � � . c, .11-'. ,...,,,:,�:..� - �­ . I : : :.. . - BUILDING CO E : b .. 1� _,.,i___. _��,�­�­.-:...�, '�!,�`,`�: � , �: . r - : . a EACH TRADE WILL BE HELD RESPONSIBI E FOR KNOWLEDGE OF GENERAL NOTES AND . �D : - . ___ '.,.����: .- ­ . I . .1. I r. .. -_ ., .r,.,. = .jv %r '. I . . ­ . .... I . � ,.. .1.. i�!.-..`., * 11 & .. - . . I b.. I �;­­ , '' - . wgj�:M,� 'r ... . r. T . . I r ,�*.:.. _.� ...' 4;�fjj; ,:r. � �:A . � MODULE LOCATION . I . . S AND OMISSIONS . . . -,-_ijw' . . ,r 'S....:.. ,4 . �.'...� �i�� �_.: 5 ! � 1, �.::�,­ '. :, . r . � .. � -1 . . . COMPLIANCE LISTED OR IMPLIED HEREIN, CONTPACTOR.SHALL BE RESPONSIBLE FOR THE A01 : NUMB QF MRES . . . - " �,.','­`�,, -, ,,.,r . Ir .. ­ � ,rj��!i ­:,�­ .'. I . � - . - . - - '' � ... :M:2r 1,- �. - , . I I . I f�,��:;-,.�� S .:r. ,r -,..; . .1. . I . BATT INSULATION � ' ' . . . :.��...-��;i�.:,. . .. ':..r';% ... I., 4A -j-" r.. ' �: - ' �?. . . . .... . . . . __ _, . " i�, . I .. * � �,. . ��, '.'!,*!�:��6�,.,­ . ..:. ...V . . .b _. - .. .:%� I I .1 . ;* r- I I .. ... , . CUT:DESIGNATION OF ALL HIS EMPLOYEES AND�-SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL : r , .. . ­ - ; .r . : . . � .:: '21 � e;-,-,.�w. .. zi �1 I - 1; .. � I . ,m ... � r I . . ., . %­ .: ,i�`�: -1V .1 1. : _, ­ - 1. , * r , . �:�, I E Z_ - �� D . , � . . .A - .. .1 . �­,, "'. �, ��i­ �r : � � I_ " r ... .j....% � r ­?.- I 1. . I . b 1 .. � �i:­. 1. I 1. 1%�% 'I r".. 1. .. ... , I � , � , - , ,���..,'_ . - ..Ij '. - �4 ;;, :­ � �,� . . I . I I . I'll �� -;4 . I .. 27� - �ZMII , r.. i,- , r- -, . ;. � b , 0, . . : .__.. `­ : SHM W" r . � _,��- �� . �, �. . . 04 ­ , ` . ! : . . i : .1. � . - .. I :r , �, W r;�, I I PORTIONS THEREOF. . . � � _�:; r, �, : . I I . 1 5 , �, .,r,. . r _ �' r : �! " : I I . r. �.:, i 11% t- I ��, 7 ��: . �., r i r., . _ : r. r�, , *I:-. jq�� I . ­�­%­ I .. : . - . .r . I � .. r. . . . � I I .. .1 . r ; - . , : .. I . . I . � . ­ , ,,....'.r r ��,I_ , I .. , � " :,_ ... I I ,.,,. I., . . '... 1�. .. . � . . . : . J r "" ,.' �,--:­ '.!;' %�� I r' I _ ,. ',, ,,,,,"� r ��,'��ib�':, '. .' - �, W . ­ 'i�: -'... , . . ,� @ tI,:--:-: TI Q� � : , : I " , _ , ': - -, . - ­. _ 1'r " . , . * , � . ;___ __ .r ,�- ,:, -­. . zt, I- . ­.;io TED TO HAVE STUDIED THE DRAW I I _�.­ � _ . : I RIGID INSULATION . 4 THE CONTRACTOR IS EXPEC NGS, TO HAVE VISITEID THE SM AND TO HAVE . . I ��' . ' . �i L,�,_;. .:,�� , , � I .. .b %a I , .,� . _. . . I . a, . I . : . �_; r :� �­_ ,ff' . ,. , ,' r , 9) � .4 . ': .� - . . r . r I r . _�.e,.� 1 "' . . . w;.! * . ,,, - ... ... . .�J;. � : : . � . . r : �.X.,, : . ., ?.; . �;e��,Vft,:. ...; I I : .b. I 1, i" I I 111_11'... . � .. % . � : . . . . ­%_ iil�`i.: 11r7b . ... :, 1 7 :_ ; . . . . I ... . REVIEWED ALL CONDITIONS UNDER MICH HE WIU_ BE OBLIGED TO OPERATE SUCH CONDITIONS SHOULD BE . . ; �.' . . . 4, : " I 1- , : .;�c �,fdr*,, ` t; . � `� b I . - - .1 * .. -; I _ '... - " '�* . .' . b ,;. . . 4- �_W�R��W�,;�'! . . BASIC ALLOWABLE = 9mo SQ. R DRAWIN " ND .. ...�-'A All"i ��: I -� --,-,,:,�- �'W � , . COLUM * . ...". . AND QUALIFIED IN THE RNAL BID. ... . . . I �. . 1, � - . . REFLECTED . . . I .,;,�. .. .­ :.� �. - I :;, - r V ­ . : r: 1� . I ": .­ . 1.- .. '. r �r' :, � �.- ­` - ::., : � , : : ,�-,`, . ... r , I 4 �.. �,;� . . .. -1 . . � I :�",;� *: '.' . : ; 1 .; -" - I * 2", , * . . ; '_!� ... r. . . . ­ -�;.,�-: 4ii;; , 111.4 : I . .10 - N GRID : I : : . . ALLOWABLE AREA CALCULATIONS = 13A37 SQ� FT. - SEE c/- r , : . .. . : ,i`-.� I r�.�'.'..,*" .-;��- . *: . ; . - . - r .. � . . . d : '. . -W . , 1. . . - .7 �b. . I ,411,�i'. : . .. . . .. . , / ,- \, / h : . : � . �, .4. �.. ,, ; . 1 " "'., .. : I � I . .4 0 -,,�i- - , , t , : . . b , . .1 . TION OF EXISIING AND NEW WORK:ANY WORK : � : : ­­. - - - I.: . . ,.'* .: - . I -11 I : ! I,- - ORIENTEID STRAND BOARD- ELEVATION 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PRoTEc . r . I . I . � Allowable Area Calculations 1. ,­-,1�4��J. . . . .. :� . !,�` .": %�';�i.-:'_, . :�,�, ��..­:��';­ , . '. *� .. _�i, � �,� I' �- -.1 . I \ /I , r_ � . . .. I - . ­ ­ ­ I . . ." I .% . . �: - :: -, I __ . ..: . ; . I :' ­­ � 11 - I _1 . ­ .. : . 1. . :! ::; . ::. . . I I . 1� . . . ,-Q-11-1-1-l" . DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER aff E OMjPAN -8 � . ... ...:,; .. . . ­ . . w . . _ ---I LOAD . . I . I ­­- ; -1, I ; Building Type = V . :... . : . . I , � "' . . ------- ;_ .. .-,.. . I I... ."', ;, . - . .. -, " ' . . . ...1. ... .1 1. . I : a , . . r:, ,� ..; 11 ' 1-1 ­ a--- MATCH: LINE - - . - r . . Or RGA IN A - " :::� I . : : - . � I r . ---------- I . .1 ; � 1qN .1 � - I NS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SL.ISMrnM T - . 1. � : . I . ;.. r 6. SUBSTITUTIO . . N r r . . , b - r . : - I I ... ; . . I Occupancy= .. _� 0. ... . I . V---_ AREA OF BUILDING 123 : _ b.. �' % - . . d� � . � � .. STEEL OR METAL MEI_Y MANNER IN WRTING AND SUBSEQUENTLY APPROVED BY RGA WITH 14ESPECT TO DEM, AND . I :; . � , .; . . � . b , . : : � . . 'i I I . SHOWN ONSHEET . : . . ::.." ��, I I � I : . b . . . . . . 2j . EMENT; REPAIR AND DELAY&WHICH ARE THE RESULT OF -.: : -�, Number of Stories = I I . . . i I , PERFORMANCE THE CONTRACTOR IS LIABI E FOR REPLAC; .r r � , ,,,, ' ' . . ­,, , : � . .. . '..`o� 14, 1 r . . .. 2:i�­­.! - . .''. � :: i , ,�..:- . . . I i i . . I . .. ,z � � , . �QUNGL : .5 If, . I ERr . 1. , . : I � � 4FICATIONS; AND DRAWINGS ARE -REQUIRED NORD TO REVIEW . � . - ,:! �, _� . : 11 1- I I . . I : Building Footprint = 12264 ftA '... . '. .. n... I : r i � ANY SUBSTITUTIONa ADEQUATE SPEC . r�'� 'r. . -Z-1. . :1 . ­ ME : I . � i I . , . . .�'­ , -�c li?�: 1. r .1 . . Wr,R : ;� . . 1 : � . . 2 EXITS REQUIRED : I -11- � � 11 " g� � . . .1 r.' .,rr. ,, �; - . I . - - .;. c � . . .1. . . ; � _­ I r . - "I : . � Total Bultding Area for all Stories = ,1226 . 1 .1 � , - , , cfnj,�� i " ;.;- .1 .' . . I 11 _ �_. %:! .*�� ��. �', " _:­ k * , i � .. r 4.11A . �101,,r � ,;. " _�r,4 I . 11 . . �. '. . . . 1: ­ 10 _ � r.... I . 6 EXITS PROVIDED . � .­ . .. . I ��' .., In ,. .. ,�� �::�� ..... I . . � .. � . . I - . Irl-- r. � .. . I . � --�j '-: ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY. I ­.'' I .: . . , ! . ­ � . %�i I -� ; � - 1 OFFICE < ROOM NAME BLOCKING ALTERNATIVE ITEMS. RGA RESERVES THE RIGHT TO REJECT A SUBSTITLMON FOR A EASON, CHANGES MUST . . . ­ �: * . . I [:E5- ROOM NUMBER I ,�. . . � 1: . �­ . '. � I ...r. I .. � `.. . . .. *11 - I C4 ,.. " . ­­ '... , , : .. - . ,1 . : .: . . i� - : 1_,`., r'... . I � a I : Sprinkled? No .;":. .. I , a . �.W,. ­. : ..r.. ..: " - _�� - __ �` � : I -. . % . ­ I " . . , .. . . : : .�, i ,,,:�,, , "� ': : . -- ��, , . IC : � I r ,��. I � , � .. : . - . 7. ALL MATERIALS AND EQUIPMENT IN ORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL BE OF : . , . ­. - ,::��',;;;;.... k ,.. � . . : 1. i r * . ' a - i _n,;� ��,::�,;. It. ��', , I ­.: ;;�:. , . , - :i',, ��­ . _� , . : - i., 1. .1 ,,:.:­: . .1. I . I ".. � I . : : _.. ..... �r� ": �;��i;�:,�,:� � � i ___ I... I . . . . � PLANS. . I -1 " ..: - ". . f � . . A=_6SIBIM� -N . . ." : "' . ! WOE) OUAM, FREE FROM FAULTS AND IN CONFORMAN - o m : , ", . . . . �: 1. , : Meets Unlimited Area Criteria? " - , . GE WITH THE : I..". , , - I I . b I . ., r : I � .1 . . . . .. . ; : CONTINUOUS PLATE .. � . b.. . `�5�-- - .' :..r �`:t: : - '." �,.�:. . a . . '�.. 11��_'r . . . I �:, . "r, .1 - i: ' �% r . I ....,it, . _ . , ,.. r I . . , 4� . . , � I . , I ; - . : I - . � , '. - . . . �b .., - %�;Ili� � � . �­ .- i DOOR TAG L:�� . : ALL AREAS A�E INTENDED TO BE FULLY COMPLIANT, SEE j/A02 & a/A0.4 Building Perimeter (P) = 467 ft �c�i . `;, : ,.;�.' . ;:%,.. .1 . : . r . ... :1 ,:. :: i -I �i'�i'�i'�i'�i,*",*,""*",*,"*I � 8. THE GENERAL CONTRACTOR SHALL COORDNATE ANY DISRUPTIONS TO BCS11NG SERVICES INCLUDING -POWER I . . I " I � . . 11!11111 . , : .. .. .. .. .. i . �- ; . I . r' ;t I .. i� I : b ! I ; -----_.___"�_C_ __ - - I . ­ .: I . � ;il� : r : ..:: r. , � � � : . I - r � : I Frontag ' ,, I . � . r I _ . . 1�� I ;b, � ... - ,.., i . 0 P D18RUPTIONS MAY INCLUDE I e (F) = 347 ft'' ,. � ' 1. '.'.r:.. ,.. ....: I , ­ �� �, * I . a I i .., � . r WATER OR OTHER UTILITIES, WITH THE PROPER BUILDING ERSONNEL SUCH M4 , W I 1: ,am ... R I 0 r � ­ :_:.�­. . -.:, � , ., . . . . ; . . ' . , Ma T �, fflai2m INY "I W -Ma . . I r :,.,� ,�1.11 ,',�.��q!-.- � . . � . ­ . ... , , ,.,. . " . .1 . . . : ,� . . . , I r .... . I : . . - , ­ .. b . .1 .... . �.. � � :1 : � V .1 i i, � . , . , , �,*. :-��,_ , 11 . I / . I .. CONCRETE cuT-nNG OR SIMILAR DEMOLITION MICH MIGHT CREATE A DISTRACTION TO NORMAL FAC4LITY . . : Fire Separation bistance (W)= 30.00 ft* " , . : � - . :,--_-,�el ,­ir�:_.' . � - I ! � . . . ­ . . b . . I i - , . . . � - 1. , I ': . .. . . . ) '' EXPOSED WOOD � ; � .1 '. . . . '� -1 , i CITY OF C I :-: ': ... . , . 7 R L� _�)r , ,7'r : . � 4 - . �il" ��-r F 1: !, �, , - ; I . . ­�: i :.. I . : I - .. :. ­._ 'r .. I : � : ... . - . I . . :ftA I:— -!;:. ­: , , I . " � �., I.- . - ...:� I . . Base Allowable A 9000" 2 .. . _11.1 N. LC I . . ,t = w : ­ . .; ­ . . .i 11 i I : . . . , : .. I � . : .I- :� . � : . � 1. . ,� � I . ... i OPERATION& . C 0 D E .13L U M M A Ra Y � ­­_ . . I .;;�� - `,�',: r . I t r �, .1 ..1- I . r.r I . �­ .. rr�*�.,' . : I � ` 9 THE -& MAINTAIN CERTIFICATIONS; OF INSURANCE . . I..- . . . : I - I.;.. I i : WINDOW TAG I . .. CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE - if = . %��:�% . ..,. I, . I rf,,��. �. ..% I a - - - - -_ ­­ ------ - : .4i,�: � - � , .. . . ... . 11 I 4 � I � � : 0.49 .- .. . I _, Ir I - I ' ­ . "I ; %: �: ..,a�! r, . . 1.'� . i � I , . ` `­ '. :��'_'.,..­'-. � I :. ,_-��;:-, ­ . ; r . ��j�, ,.i.-%, . : � � � 1, 40 � . " " I I I NTH RESPECT TO WORKMAN'S COMPENSATION, PUBUor-L'ASUTY AN' PROPERTY DAMAGE FOR THE LIMITS AS a . ... � il.. ", -��:��i,i: . ii- . s i i 11 I : i ­%%, . .� . . . . - . , . , , ., " , -i�, . I., I � SOIL N,,;,_�! e,4 . - :;�. i�'. � r. % . . : � I � . I � .. t -REQUIRED BY LE TING, MAINTAINING AND �SUPEFJVISING ALL . I .,:,.- ­:; : �1� . . 0. : ..'r ;� I . :�: i I � I 0 : '111 r� 1,;...'r' -, � .1 I I , z j : . �,�, . �: . .: . .. M; �% .:* . .. I It-,, �, ,_'.,r1.,: * � %'��_ ­ LAW. THE CONTRACTOR SHALL BE RESPONSIB FOR INITIA S = I � . 11: "'I' -I... . � t.%, r - ;�t .. .. '. . . .. ,� j . . I �r . : .. I . ,=',� �r ,' ,�. I I ,; 1. . . e - . RESPONSIBLE R THE : - I �%, 11 � ; . . . k = Z . ,§ " . . - �'�. � i F, W�\�\, �/��R�� . I `1 , - ;. , , - V,N � SAFETY MECAUTIONS IN CONNECTION WITH : .. - I 0, , I b I � e - - . V THE wonK THEc6NTRAcToR SHALL Bt' ' . . .� .... '. - . I .r =r ) - _.� , I.-, i�'. F6 . . . r CAINNET TYPE � . ­ ,r � . .. I .. .1171. . :. . ; . ' % 5�i,;: ­11w_� _w � i I I I . : % I I 11 : : .. - *.. . .-:. ,:q;t, :. %.. � ' ­ � ra .. � , . I . I � � k ,11 . �; Vz` V 1�, ', ..'. �. A fll�, I I F/P Percentage = �:-: .74. 1. . . .. b I . r. jW ,r ,., , . 11 I - f � . ­­ - ------ ­.­___.__. . !. ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH ADMINUTRATION (OSHA) REOUREMENTS AND Weighted Average Calculation - ­��t;i�� -.-. .,��;. . ::". ;,:�. . I r Achr':!Ak 0-0 .. I . I I I 1". .. t� " i�.. r�� '� '', - - . LZ�6,gzo(11)1111 : -,i�',J�;�, ,�.. 'j,M. r j . ,,", '' .Mr: , . . ­ ... . : ';: I . :0 :. . I '.r . F.: - �.. . . ; � . , � co i� . . , ��z � _ .1 : . : . . . .. . �... ... R: ���Ii. I ... .. . ,w - � .. .1 , -:;j,.,. r I i ..' .'i� ��_ . ....: r r'. I , .7 1 - - - .A! Y'r:.: - .1 11 I , . . . 40., � . ,;, � . r;,, , , r . I I GRAVEL Width (W) Length (F) (value Increase Factor (1 + If + lj= 1.4 ', 1. . �_ tu . 5 [:5 :1 �:: ::, . ; ".. - � �=�r . - . ,; -�, 111.. i.-,-;, . ,*, �, �w . . , 10 -6 q-15- : . . ­ ­­.� 1� . ,� . .0 . REGULATION& s in feet) r , 2 .1 . I I a �.% . t . �­ , " �, � _. t *1 . . ­­­­ - .z. .4 :., Q ;� r'... I "I us - I . , __ . '11�'­. ­�;,' � I . . � : , . - I 11 �., ! . , . % . . Q'i r + I'M st Ir .. . , b 1 O�P4 . I - . _(�__1A__/_A__6­._, -- .--- 7 * * ' . 2 = + � ! . , .1. . � , b �� r 16 . Too TOS - ., - . t . "" / . , q : . . . :� 41 �.. . . 1%. � . :��j � ­ . . : .., _,;�, , : I-_ -I' - � . �_ 1". . . .. : , - SPOT. ELEVATIONS � -14 10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOIP. OF THE ACCU r. LATION OF . 20"S.: W < 30' 0.00 0.00 N6te: Only enter lengths of wall Allowable Area per Story: A. I-;-- W�� rr - .1, ,;­% ­ : -tl I -1.11 , " b. . � . I '. � i . . _', .11 �;,, , i,� r ,.�._ . .. 1: 11 ; , % : . I , :­ Ill I ­ � . � ­__ ------- r I � ji, �,,�_­, .r. - .f . .. I ! : ­ . b .. . . +. . � - -1 -;;�% . . . I ,�� �i"+� , r ,�.. I r ,� � I : � � + I , � � . . ; 1 6 . - -1 �, - 2b,ibG -V '. 4 - - -no O I . I - : . . - , /7M . "...... . . ..... - . LIA',c . 41, r -L ,I WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPP-RATIONS AT ALL TIMES. AT THE COMPLE N F THE WORK, _ ,',,--,--,�,���,��i',���,��,1:�� .. .. . . � ­,...�_,­ - .r . �;_ -1 ' '­,ftr , .. : i " ­ :, ..�, r .; � .. . ." ... ...'14., .� . .� . . . . . . . �. Fy 40RUING OFFICIM I - ,r r 20,'.!5 W < 30' 0.00 0.00 where FSD (W):5 20'. If more than 3 3 = _ . .. '. . . 1. .r . + 't :: ". . . : 1. r , Al 3 .:..,. b% : , '. �,-,��I-._� , ,.;,:��.­ . . ,I . _. , . '. . �. . . I ,,., , . : � .i . ' . . .� ` I - � %'. -, . . ASPHALT AVING - � ...'­_ I . _ . Total Building Allowable Area: Ab .". 1 . -� �� I" '�­ . T, � b b -1 I �r . � r.... . ... I -------I HE SHALL PERFORM A FINAL CLEAN4jP, CLEAN ALL GLASS� AND PLASTIC LAIVIINATE SURFACES -AND LEAVE THE . r ... r . .- . "" 1: -� N . I. . � - . :: _1 7_ ,.',. ., 'j.�,��,,'. * � ' . . ! 3 lines req'd, 'INTERPOLATE' . - .. I . . I . � , ,,��,.ip�.� . :� ­�i: �, " i 1. ,. - Ar* . .� 2015 W < 30' 0.00 0.00 ' ' ,".. zi ..*: . I +,�:' ., ��.. f,; - .:1� ..'. . . I . � r . 1 ��; *..jQ._,% 14�. ,-., b. �. ,c il � . � . . . Ift . � ... . . - ­`.'2,���­r­;"�,_, ...: . . .;1 . ,�, " r.. ; : i ; _11ft_.T___­ . .�r' : . : . ; r I . . .. _ - A P., _� _ , . : "�r,. ,,,.,,"_ I " i - .. WORK IN A VACUUM -CLEAN CONDITION, Maximum Stories = % .%, ",i�;-!,�-� , , ,.. i r . . I _ � - .. �. '. b.. r : I . -tl+ - I _� ., ; . I, , . . . : : . + i , R, 6. . I .1. . r .. : :1� 4+1 ­­, . .11. __ k 30' 30 1 347.00 - ' ­ . . .: , , . � ­ _4-_�, Top . . : = 30.00 . ,�-,'� .. + + . W ..i " r;,j:�: . . . . I . ... � -,. -,� - �..�i;,J,�',. ..-i .. � I I � 11 1z 11 . ave � � .1 - , .. - ­ "... 0 . ,.: �, ,, ..., -, � . _�,'_ .. . - - . r�i�,7-+, r�%'. � � ­'�. _', , � ­_ . - 1 1 1+ I 1: ,� .. . . I .".. , - - r-,� 1� �,.,st._11;,�Ik-,;.. : : . � ,;`,,..� A . . .11 ' ' r ��, , ,�;.f I . ,J,,��'+* - . i .. _\-F_E�AII�ON , I � I IA7.00 I - rL . . . . ; ;,j!� . � - BENCHMARK OR TYPICAL ELEVATION , GLAZING Oil ARCHITECTURAL 11 THE CONTRACTOR %iALL GUARANTEE FOR ONEN YEAR THAT ALL OF THE WORK PERFORMED UNDER THE .: . - &.1 I . _] Maximum Height = 4 1 .1 + � � . . : . . . ...r a . : .. Q, -l'"i;1r.. I �i� . . : . .. - - -,'= r t. .:,: ....;.jj�!�;!,;. 'f� .:, . ., 1, I � I ' 00 ��RY­PARTICULAR IBC Sectlorf:,5063 : � .l."i ,,�q ;.. . .. . i I : f :;, " ;� I . 11 Im �; U : ",.;�"."r - : �; C, b 11 � . AS NOTED CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PR r F IN b I r ..­� ­­ ,,r r i - : �, I ... . . ' : SPECIALTY . .:4 _ _ I n . .. : - ... .�­ r:,, " ' r I ­ . . ­. . 11 1� . . . '. .. : ! � % .. :. 11 � �� , , b �]� ?j� I . . ­ ' . � '� ' . . . : � I - - :, . .�, : .. �', ,, I A ` .'�j , .. � � . , 1. . ! - . , . .. .,/ ,; ,r _�� �: . - I .; ;,__ .1 r _;� ',�,.�. - �. =."I . ��i.� . __1;. : - ue_� . ­ _........ I . IBC Se lt�� ­�,.�..�,'�:�� . �J : ---AND FREE FROM IMPROPER WORKMANSHIP. I . . . ­`�' �� A,�;��T ,i, 'O. 1. I , .. I - : . . ' . , , ­ . 1. . i . . . . i ction 507: Listed In chart below + Entire Peri 'Meter has W > 20' r ,.��jji'..IiTiv�.;�i,_ �� 'r ,,.,�iw .1 .�l w :. . . [':� '.,,-'1..+., .'..:r . , " , ­ " , , , ` + - ' � -, - I .... I I I . ' '-, �:� - '. � � . , �­ - - � , : . ... I . .; .,,,,, ­,.� " : 1� . ,� ...... r _ . . . . . . .� - -. ..., 7,� N MIK, r':'.,..,., ,",�,"..0 - . - , __ � : .1 0. Car. - 1, . . " ; . . .7. - 7 , :.. -,.1+1-�.;,�,�,,19 ...'. - - ; ... 1-1 . - . !"111.*;;"' � ,,, �. ,III I : � i.,.7,+.+r.... ... 770M � .. .'' ,.;.-;_,,�,�, .;.� . , I . . . b ' , 1�;W�ii�i,�_r "r��p��.!�_�, - . . .. ,� . . \ . � * " . ; ' + ­ . . .1 .,.:, - I I .. . . 144,T5RIALS AND - ; . .. , ": �.. r r S ; Building Toial Length of all Exterior Walls .1 . , :.;, a, .. � . �� W cd �� �� a) 0 Lr�'.,--,--"��-��� .. I , � ; . r . , . 'I . � I 1Z CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDE13 OF- r ..,.r __ : I ". �.A ,��, *y1�-'..,z - ­ .." ,+ +� , �,i!�IM'!.T_ �;'! , �-'.".,..'F'i, .... , � . � I *. ., -M - -, SHEATHING : . + ..­. . : I � �, .. I I .. .� 1\ . AP.�. RATEID : NTRACTOR ALL SUBCONTRACTORS AND ALL - Lengt ofE erlor Walls where Fire Sepa : . . '.. '! �i, �+ :�,z.�K:�i�; nO�F-',��T� , .r' . 1%.. CONTOUR ELEVATION . . . : EQUIPMENT OF ANY LONG LEADTIME ITEMS. THE GENERAL CO : Total r Xt ration Distance:5 20' b . � .. ­ 11b, 11 ;.,�­,: ,��, ,.:. . .. % � , _ :: . r I � . r . il + : . . � .1 11,11, --11 : q . . . + . �.. :-,,�,. 1 I. . . " : .. 1. . :11 ,i ,p.� 1-. b r : . . . , . ,,.Pii , I I . � �, � ; : .:.. .. .011 . TOPOGRAPHIC -r � THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES-RESPONSIEK]FTY"_ ''.,* *­ . . . Version 2.2 . . . , . .�,��i -��:; . t .� :_.-, - 5, � .. I : : WORKMEN SHALL COORDINATE IN ADVANCE : : '.. fil I _ 11 ­: � �. j�;- .:.:: . . . . .., .,..- 1: . . .I,,:.:- : . I r � � z �J­ ­_ . �. , Use Weighte'd 'Average Calculator Above . . . ,. ,�� ,;�!:; ,,: ! .. : ? -';` ��; � !,.". �- �-,� �, :� b I : � : , . �; I . . .. : . :- .. 7:�nl, '.`.11: , - , ": '. I �b" . : .1� . , � , - . � , . I � - I : : . : . * . - ! . :,; . .. In FOR LACK OF COORDINATION AND PROBLEMS�CAUSEID BY THIS LACK OF COORDINATION SHALL BE THE r . . . ...­ I ; ; Copyright: Russell, Gallaway Associates,f , b� .1; . .�_: . �,;�� . .1 ... a . .. .- .. a : , 11 �!. . . . . .;: . . . .r ::i' * , : : . . b. . � . .. : I 1. . . ,::,.�i, "_ . :: i .: : . ;'." , . � . . . � �,�� r .. . 11 . � \\ // �\ \\ // �, I .� : � : . . ! "r, .r 11 ��T :': . ,,, .. 1. .. k . I I � � . T%1 LANDSCAPING- AS NOTED I : - ­ . ­ . .. .- � . . . . - . : I . _a;` - , �.. lil�� ..!' t�`�;r �., : j .."' . . �f . 0 - PROPERTY UNE 1��// 112�// RESPONSIBILITY OF THE GENERAL CONTRACT -OR AND ALL TRD ES IWOLVED. .1 I . b .. -we ,.-.,%.* ­* m. : �;:�,� .... .� � � ,:. �iml� :r 1� .J111-1.0 , ; � : . " . .f' ­ �.. % i�_ i : I � r.. . , "' .� '14 r. .: -, , t, , t A / r . . ; I j - !,r! 'r��. - r__ ,�r . ,`1 .r.:r '7�, �: . ­ rrr'.�' ­ ' .", ,�� i".4, I. . � . � 'k.V, . 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POST 0 EXT: t-7- 0 WALL OPENING OR 0 SEE ARCH DRWGS JO NTS FOR SIZES &LOC. R 0 INT: SILL R 0 EXT. � , WHI ERE wx �f 11 UND. PLAN TAILS EA GDEs b n` a� �t 2X4 BLACKING, TOE NA1L W/ / 2x4 KICKERS 0 N-0b.c., TYP.F (2) 10d EA END ALTERNATE DIRECTIONS - MAX. O (2) 10d STAGGERED .� LENGTH 9-6" 4L 2X4 0 24° O.C. CIa , SUSPENDED ACOUSTICAL CEILING G0 00 TERMINATE GYP. BD. 6° ABOVE CEILING SIMPSON A34 i 00-%vA, i 2X4 SOFFIT FRAMING 0 16" AC, 2x STUD WALL SEE PIAN � � N 5/8" GYP. BD. c� 0 10d STAGGERED cd V1 k O O .,.� d SUSPENDED CEILING .. rd C� +8'-0" AF.F.rd ------ — — SEE PLAN FOR HEIGHTS 2X4 SOFFIT FRAMING 0 16 O.C. ren r I Lo � % EA GDEs b n` a� �t 2X4 BLACKING, TOE NA1L W/ / 2x4 KICKERS 0 N-0b.c., TYP.F (2) 10d EA END ALTERNATE DIRECTIONS - MAX. O (2) 10d STAGGERED .� LENGTH 9-6" 4L 2X4 0 24° O.C. CIa , SUSPENDED ACOUSTICAL CEILING G0 00 TERMINATE GYP. BD. 6° ABOVE CEILING SIMPSON A34 i 00-%vA, i 2X4 SOFFIT FRAMING 0 16" AC, 2x STUD WALL SEE PIAN � � N 5/8" GYP. BD. c� 0 10d STAGGERED cd V1 k O O .,.� d SUSPENDED CEILING .. rd C� +8'-0" AF.F.rd ------ — — SEE PLAN FOR HEIGHTS 2X4 SOFFIT FRAMING 0 16 O.C. ren r I Lo � % Ae 11 Ex CURB RA PS AND CURB S: PER CBC 11B-406 0 ,�^� A ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE EXCEEDS :1 UNIT IN0 N (5%) CURB RAMPS SHALL BE CONSTRUCTED WHEREVER A PEDESTRIAN WAY CROSSES A `6 CURB. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ALL CURBS, B. ALL CURB RAMPS SHALL MAINTAIN A MINIMUM WIDTH OF 48': r 5'-0" * 4 MIN 5`-0" '� C. THE SURFACE SLOPE SHALL NOT EXCEED 1 UNIT IN 12(8.33%) 1I + D. WHEN FLARED SIDES ARE USED THE 'SIDE SLOPES" SHALE. NOT EXCEED 1 UNIT IN 10. (1046) 1 _° z THESE SURFACES SHALL WIT ENCROACH INTO THE PARKING STALL THE USE 01= THESE Q N 1 SDE FLARES REQUIRES A 48 LEVEL LANDING THE FULL LENGTH OF THE TOP OF THE RAMP; THIS LEVEL LANDING MAY BE OMITTED iF THE SLOPES" DO NOT EXCEED A SLOPE OF 1 _ UNIT IN 12 (8.33%) (SEE PART 3-A FOR THE DEFINITION OF LEVEL) A SITE SHALL COMPLY w/ FEDERAL AMERICANS WITH DISABILITIES ACT OF 2010, &CHAPTER 1113 0 0 0 0 0 OF THE CALIFORNIA' BUILDING (ADS ANE? PART 2, TITLE 24 CALIF, CODE OF REGULATIONS - 0 0 0 0 00'a 0 E THE FINISHED SURFACE OF RAMP SHALL CONTRAST FROM ADJACENT WALK. IT SHAL. BE - �} DAWN CO DOWN O0O0abo0 0 °p° ,�_ FIRM, STABLE & SLIP RESISTANT. (MEDIUM BROOM FINISH OR EQUIV Z EMKINQ FACIUI7ES: PER CBC 1113--208 10 MAX ' 000000000000° 1;10 MAX � � �` A ) � • F, TRANSMONS FROM WALKS TO RAMPS PS SHALL BE FREE OF ABRUPT CHANGES., o ° o ° o a � C� � A EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC ASr� 00 CLIENTS, _ , c� d , GUESTS OR EMPLOYEES SHALL PROVIDE THE REQUIRED NUMBER of ACCESSIBLE G. TRUNCATED DOME DETECTABLE WARNING SURFACES SHALL BE PROVIDED QIP RAMPS THAT F PARKING STALLS; ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL EXHIBIT SLOPES GREATER THAN 6% SEE V-. O TYPICAL CURB CUT. MAIN 0 t12 BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE 'OF TRAVEL FROM ADJACENT PARKING ..N SIDES 0 1: � vii TO AN ACCESSIBLE .ENTRANCE IN PARKING FACLITIES' THAT DO NOT SERVE A PARTICULAR: 1, DETECTABLE WARNINGFULL ¢ SURFACES SHALL EXTEND THE ? m BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE THE RAMP, WIDTH AND DEPTH OF (Y} p i - OF TRAVEL. TO AN ACCESSIBI F PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. IN 2 DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJOINING t SURFACE WILL REQUIRE 36" SECTION ¢ BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE SURFACES, ETTHER LIGHT ON DARK OR DARK ON LIGHT: -i-> OF TRUNCATED DOMES' IF FLAT PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE 3. MATERIAL USED TO PROVIDE VISUAL CONTRAST IS AN INTEGRAL PART OF TH TRAVEL SURFACE ADJOINS E WALKING _ ENTRANCES, ONE IN EVERY SIX (6) REQUIRED ACCESSIBLE SPACES, BUT NOT LESS THAN SURFACE U VEHICULAR TRAFFIC WAY. SEE i/-, 2.35 A ON SHALL BED „ E61GNATEDDETECTABLE-- -+� � AS 'VAN A C:CESSI 4, B P LE. A ART. WARNINGS SHALL CONSIST 4F A RAISED TRUNCATED DOMES WITH i A 0 2" HT. DIAMETER OF NOMINAL .9 INCH AT THE BASE TAPERING TO A5 INCH AT THE TOP A U AT TOP B, PARKING SPACES) ARE LOCATED ON: THE SHORTEST. ACCESSIBLE ROUTE OF TRAVEL FROM HEIGHT OF NOMINAL 2 INCH ANDA CENTER 0 C NTE TO CENTER SPACING OF NOMINAL 2.35 ,,� 4 � ADJACENT PARKING TO THE ACCESSIBLE ENTRANCE{S}. INCHES. ,—� + U TAPERED THESE`DIAGRAMS ILLUSTRATE THE EDGES WHERE SACCESSIBLE ,., � SPECIFIC REQUIREMENTS OF H. THE SLOPE OF THE ROAD 43 C. AC.cESSIBI E PARKING SPACE ACCESS AISLE(S) 8HAL L'CONNECT DIRECTLY TO AN ,WALK, GUTTER OR ROUTE OF TRAVEL ADJOINING THE CURB RAMP EXPOSED THESE REGULATIONS AND ARE `D h V4 ACCESSIBLE ROUTE SHALL NOT EXCEED UNIT IN 20 (546) WITHIN 4 OF THETO A INTENDED ONLY AS AN AID FOR P AND BOTTOM OF.THE CURB RAMP. r, _ I t/1 U Cj TYPICAL SECTION LAA BUILDING DESIGN AND D. WHEN NECESSARY, A PARKING BUMPER OR CURB S E P I. CURB RAMPS SHALL BE LO � • � * CURB CUT DIMENSIONS ARE BASED ON 6" HIGH CURB CONSTRUCTION HALL E3 PROVIDED TO PREVENT CATED OR PROTECTED TO PREVENT THER OBSTRUCTION BY (e} PARKED CARS, ENCROACHMENT OF CARS OVER THE REQUIRED WALKWAY WIDTH. L#7 t r—{ E RAMPS SHALL NOT ENCROACH INTO ACCESSIBLE PARKING SPACE{S} OR ACCESS AISLE(S),A%m ink MEIJI' all . ;. I . THE SURFACE OF THE PARKING SPACE(S) ANd ACCESS AISLE(S) SHALL NOT EXCEED 1 UNCI: 6. WALKS AN SCALE: V4 = 1-0' [48] .. SCALE: NONE D SIDEWAIX` PER CBC 116-403 . GT IN 5Q {Z€}96) IN ANY DIRECT1OnE � A PATH OF TRAVEL SHALL BE CONSIDER P A 4'cy ED A WALK IF ITS SLOPE IN THE DIRECTION OF -TRAVEL � o G A MINIMUM VERTICAL CLEARANCE OF 98" SHALL BE P13OMDED AT ACCESSIBLE PARKING IS V `� << LESS THAN 1 UNIT IN 20. (5%) THE CROSS SLOPE SHALL BE LEVEL. 'LEVEL' SHALL. BEA � SPACE(S) AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACE(S) FROM SURFACE N , ., NOT EXCEEDING 1 UNIT IN 50. (29b} SITE ENTRANCE(S) AND EXIT(S), co co N U B. WALK SHALL BE A CONTINUOUS COMMON SURFACE, fI' SHALL NOT E3E INTERRUPTED BY H. PARKING SPACE(S) SHALL BE A MINIMUM OF 18' LONG BY 9' WIDE AND HAVE A 5' WIDE STEPS TE S OR ABRUPT CHANGES IN LEVEL EXCEPT AS NOTED BELOW. Ail ACCESS AISLES). IF A SPACE IS DESIGNATED VAN ACCESSIBLE, THE AISLE MUST HAVE A Oji dpi P MINIMUM WIDTH OF 8` PER 1113 ;022 CBC. ° 1 ABRUPT CHANGES ARE PERMITTED IF THEY DO NOT EXCEED .� NOTE - ED 114. `I SURFACE WILL REQUIRE 36" L ACCESSIBLE PARKING SPACES) MUST PERMIT' USE OF EITHER HER CAR DOORS 2 LEVEL CHANGES BE'T'WEEN 114" - V ' S LEVEL SECTION OF TRUNCATED 2' SHALL BE BEVELED AT 1 UNIT IN 2 t + f .DOMES 1F FLAT TRAVEL J. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN C. ALL WALKS SHALL MAINTAIN A MINIM " x SURFACE ADJOINS UM WIDTH OF 48 . THEIR OWN TO ACCESS AN ACCESSIBLE ROUTE & VEHICULAR TRAFFIC WAY. , s D. 1 _ �>,� ,� >��,r ACCESSIBLE ROUTES WITH LESS THAN 60' OF WIDTH SHALL HAVE A � µ: SEE t/ . �,�����'` .. �'' r . <�� �' CLEAR PASSING SPACE w K, F PASSENGER DROP-OFF OR LOADING ZONES ARE PROVIDED, OF 60' DED, AT LEAST ONE (1} SHALL x 60' AT LEAST EVERY 200'. COMPLY WITH THE FOLLOWINGk I� PER 118-503 cBc : . r �, �si� �, ., .. A;:du;•g, t =;,,ffiM:` O O fi.^r rr_f � - - r z a°a o°a° �� . t 2C1` MIIIMUIM LENGTH OF VEHICLE PULL-UP SPACE. E WALKS VM CONTINUOUS GRADIENTS SHALL HAVE A LEVEL AREA OF AT LEAST 5 IN 2 MINIMUM 2a x 'S' ACCESS AlSL , non° QOQoon4 ?? ,.r,,xg' ,. :� ,� E ADJACENT AND.PARALLEL TO THE VEHICLE LENGTH EVERY S Qa°000 4°O°000 m -r .+ PULL-UP 400' (EE ABOVE ITEM A FOR DEFINITION OF LEVEL). cc `` ,. rj SPACE, f� , 3'; £> ,,r a s o 0 0 o a O o S SURFACE OF =VEHICLE SP - 1= 0 0 0 o a o 0 0 �' r . ' SPACE(S) AND ACCESS AiSI; E{S) DOES NOT EXCEED A SLOE OF WHEN GRATKNGS ARE UNAVOIDABLE IN THE WALKWAY, THEER OPENINGS SHALL ct BE LIMIT C� O O O O n O 0%, O O r 0000OpoO°c°a°o°o° �'�,.,.,. ,.. :. ' � 1 UNIT IN 50.: % IN ANY DIRECTION. TO V2" IN TH 0°00040000aoo ,3' .v (? } C ; . E DIRECTION OF TRAFFIC FLOW, 0 0 o n o- 4. ACCESS AIS # 0°04000 '';�.�,�' LE; CONNECTS DIRECTLY To AN ACCESSIBLE RC)UTE. OO° Ir -5 f ..o ` r.. �. 5. MINIMUM 114" VER C � � r TICAL CLEARANCE. IS PROVIDED AT ACCESSIBLE PASSENGER 7, PEDESTRIAN RAMPS PER C 118-4(?2 & 118- c ;;? �, _��� 405 ' DROP-OFF AND LOADING ZONES- AND ALONG AT LEAST ONE 0 VEHICLE ACCESS 0 - CURB A ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP CCS SLOPE EXCEEDS 1 UNIT IN 20. _ ROUTE TO SUCH AREAS FROM SITE ENTRANCE(8) AND EXf#'(S), 6. THE INTERNATIONAL SYMBOL OF ACCESSIBILITYIS DISPLAYED AT ACCESSIBLE (596) THE PROVISIONS OF THIS SECTION ARE IDENTICAL TO THE REQUIREMENTS FOR OWN INTERIOR RAMPS. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ALLCURBS� BLUE BACKGROUND PASSENGER LOADING ZONI~S. INTERNATIONAL DISABLED R A C SSIB EPARKG STALLS B. THE WIDTH OF RAMPS SERVING A MAIN EXIT WITH AN OCCUPANT LOAD OF OVER ER 300SHAL -+-3 L � IN LOT TOTAL PARKING FACE ISLE A E REQUIRED MINIMUM NUMBER 1 TO 251 Fla 26 TO 50 -2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 f..;... 1 400 .-,CD 301 TO 8 401 TO 500 501 O 2 PERCENT OF TOTAL 1001 AND OVER 20 PLUS 1 FOR EACH 2 1 UNIT IN 12 81%% 30" RISE MAX LENGTH 3{Y -U' 100 OVER '1000 BE A MINIMUM OF 60'. ALL OTHER RAMPS SHALL BE A MINIMUM OF 48" WIDE ;WHERE AN Fla OCCUPANT LOAD IS 10 OR LESS A 36" WIDTH IS ACCEPTABLE THE CROSS SLOPE OF RAMPS SHALL BE LEVEL {SEE PART 3-A FOR THE DEFINITION OF LEVEL,) .-,CD C. INDIVIDUAL RUNS OF RAMPS SHALL COMPLY WITH THE FOLLOWING: 1. RAMPS IN EXCESS OF 1 UNIT IN 12 ARE NOT PERMITTED. 2 1 UNIT IN 12 81%% 30" RISE MAX LENGTH 3{Y -U' 3. 1 UNIT IN 15 6,67% 30" RISE MAX LENGTH 37-6" 4. 1 UNIT IN 16 6,26% 30" RISE MAX LENGTH 4(Y4Y`1 oy UNIT IN 20 500% W'RISE MAX. LENGTH 5U-0 0 6. RAMPS LESS THAN 1UNCF IN 20 ARE CONSIDERED WALKWAYS, D SERVING= THE ALTERED AREA, INCLUDING RESTROOMS, DRINKING .FOUNTAINS, SIGNS, AND PUBLIC TELEPHONES ACCESSIBLE TO THOSE WITH DISABN_ITIES. AN EVALUATION OF THE EXISTING FACILITY AND SITE HAS BEEN PERFORMED TO VERIFY COMPLIANCE WITH THE CURRENT VERSION OF THE CALIFORNIA BUILDING CODE CHAPTER 11B. THE FOLLOWING NARRATIVE AND CHECKLIST APPLIES TO THIS, RENOVATION Q) THE FOLLOWING ITEMS INDICATED WITH A CHECK .r ARE (E) SIDEWALK INCLUDED IN THE SCOPE OF WORK FOR THIS PROJECT; OC) LEVEL ARCHITECTURAL RENOVATIONS e �m ❑ STRUCTURAL REPAIRS OR REMEDIATIONS CHANGE IN OCCUPANCY USE REQUIRING A BUILDING PERMIT E �w v03 1. ❑ ❑ ❑ ❑ 4 000 ACCESSIBLE ENTRANCE i/A0.4, g/A0.4 & j1A0.4 2 © ❑ ❑ ❑ ACCESSIBLE ROUTE TO ALTERED AREA 3. ❑ ❑ ❑ ❑ MIN. 1 ACCESSIBLE REST ROOM PER SEX 4. ❑ ❑ ® ❑ ACCESSIBLE TELEPHONES 5. ® ❑ ❑ ❑ ..- - -., ACCESSIBLE DRINKING FOUNTAINS 6. $2,600 PARKING YA02 7. ❑ © ❑ ❑ 900 SIGNAGE (INTERIOR AND EXTERIOR) !/A02 & j1A0.3 8. ❑ 0 ❑ ❑ $3,400 CURB CUTS 8, ❑ 0 ❑ ❑ $9,200 INSTALLING RAMPS 1Q. ❑ ❑ ❑ ❑ ACCESSIBLE BUILT IN CABINETRY PART OF PROJECT 1-t ❑ ❑ ® ❑ REPOSITIONING SHELVES -2 ❑ ❑ 0 ❑ REARRANGEMENT OF FURNITURE 13. ❑ ❑ ® ❑ REMEDIATION OF TELEPHONES 14, ❑ ❑ ❑ ❑ REMEDIATION OF ELEVATORS U. ❑ ❑ ® ❑ ALARM REMEDIATION 16 ❑ ❑ Q ❑ DOOR REMEDIATION REST ROOM ACCESSORY REMEDIATION 18, El E] ® ❑ ADDITIONAL ELEMENTS AS USTED BELOW :EXCEED DOOR INFORMATION Y LISTING HARDWARE/ SIGNAGE :DETAILS one v Ou's EXIT SIGNS:CBG SECTION 10111D P -LAM -1 �. P-L.AM-2 WILSONART STANDARD LAMINATE, BURNISHED CHESTNUT #4796 (MATCH EXISTING) 0 0 R St'd ;ft bow Ew D L :EXCEED DOOR INFORMATION FRAME LISTING HARDWARE/ SIGNAGE :DETAILS one v Ou's EXIT SIGNS:CBG SECTION 10111D P -LAM -1 �. P-L.AM-2 WILSONART STANDARD LAMINATE, BURNISHED CHESTNUT #4796 (MATCH EXISTING) 0 0 R St'd ;ft bow Ew D L NOTES MARK TYPE ! SIZE I STYLE/MODEL/OPTIONS MATERIAL/ FINISH MATERIAL THICKNESS FINISH PER C.B.C.HINGES SECT. 715 CONTROLS LOCKS CLOSER THRESHOLD SEALS STOPS REQ. SIGNS. HEAD JAMB SILL �3A L j &4r X X 1-3/4" RELOCATED EXISTING SOUR CORE PRIME & PAINT P-1 PRIME PRIME & PAINT NONE {3) ST FBB179 SCH AL SERIES ENTRANCE/ LCN 4000 NONE NONE TR 1233 TACTILE ROUTE! SIGN c/A7J c/A7.1 (q X -8" W/ VISION PANEL K SERIES P-1 US626 SATURN 626 FlCE LOCK SERIES 626 FINISH YA62 �M PRINT AREA CPTT-1 1038 L 3-0' X „ -8 X 1-3/4„ SOLD CORE W/ VISION PANEL PRIME & PAINT P-1 �----- RELOCATE EXISTING-----3� NONE EXISTING SCH AL SERIES ENTRANCE/ OFFICE LOC LCN 4000 SERIES NONE NONE TR 1233 626 FINISH TACTILE ROUTE" SIGN c/A7.1 c/A7.1 S€M. _ SATURN 626 Emig AM Nowsu PINISH LrubND YA62 BD, /�� II, &-ul X 8" X 1-3/4" SOLD CORE PRIME & PA€NT:P-1 TIMELY 2': PRIME & PANT NONE NONE TRIMCO 1069 PASSAGE NONE NONE NONE NONE NONE f/A71 b/ATr1 _ JOHNSON HARDWARE POCKET DOOR FRAME &HARDWARE �J POCKET DOOR P�E�E$ 6 e/A7.1 107 I1. 3'-0" X X 1_3/4!.PRIME SOLD CORE ...POCKET & PAINT P-1 T€MEL.Y 2" PRIME & PAINT NONE NONE TR€MCO 1066 626 PASSAGE NONE NONE NONE NONE NONE f/A7.1 b/A7,1 e/A7.1 _ JOHNSON HARDWARE POCKET DOOR FRAME & HARDWARE OFFICE 2 CPTT_ 1 I, SOLID CORE IL SOLD CORE It SOLID CORE IV. SOLID CORE t DOOR - P 2 P -SERIES W1 VISION PANEL POCKET SLAB W/ HALF LITE P-1 (q NONE P-2 GYP. NONE - P-2 ACOUSTICAL 8 -6" NONE . -LAM -2 C X _ IL 3-0" X�_8.X 1-3/4 " SOLID CORE PRIME & PAINT P-1 TIMELY 2" PRME & PAINT NONE NONE TRIMCO 1069 PASSAGE NONE NONE NONE NONE NONE f/A7,1 b/A7,1 JOHNSON HARDWARE POCKET DOOR FRAME & HARDWARE m •�' oCA 1-44 POCKEOOR T D td P -SERIES TILE P_1 �b I� 626 e/A7.1 - I 109 IL 3`-0"X fi'-8" f X 1-3/4" SOLD CORE PRIME & PANT P-1 TIMELY 2" PRIME & PAINT NONE NONE TRIMCO 1069 PASSAGE NONE NONE NONE NONE NONE flAfi1 b.1 /A 7 e/A7.1 - SO E JOHNSON HARDWARE POCKET DOOR FRAME & HARDVIiARE Y 2 IN BUILDINGS IN OCCUPANCY GROUP A HAVING A OCCUPANCY LOAD OF 300 OR LESS. POCKET DOOR P-45 RIES P-1 �. 626 n ` _ AFRI -ABOVE FlN€SHED FLOOR OFFICE 3 CPTT 1 - RB 1 110 IL 3'-0" X 6"-8n X 1-3/4, SOLD CORE PRIME & PAINT P-1 TIMELYTRMCO 2" PRIME & PAINT NONE NONE 1069 PASSAGE NONE NONE NONE NONE NONE f/A7.1 b/A7.1 - JOHNSON HARDWARE POCKET DOOR d ALL DOORS REQUIRE" A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE POCKET DOOR P_ SERIES DOOR P_1 +� 626 BD. WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT e/A7.1 ; FRAME &HARDWARE BD, TILE DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING �3 3 111 3'-U- X 6'-8" X 1-314" SOLD CORE PRIME & PAINT:P-1 TIMELY1RMCO P ' PRIME & PANT NONE NONE 1069 626 PASSAGE NONE NONE NONE NONE NONE i/A71 b/A7.1 e/A7,1 _ JOHNSON HARDWARE POCKET DOOR FRAME &HARDWARE DEVICES FROM EGRESS SIDE PROVIDED: POCKET DOOR -SERFS oto _ . CONC = CONCRETE (INTEGRAL COLOR) WITH CONCRETE SEALER 1 OFFICE 4 CPTT-1 RB -1 (E? 112 01. &-0" X 6'-8" X 1-3/4" SOLD CORE SLAB PRIME & PAINT P-1 STEELCRAFTTR K SERIES 2° PRIME & PAINT NONE (3) ST FBB179 SCH AL SERIES PASSAGE NONE P173A NONE 1270OX 626 FINISH NONE c/A7.1 c/A7.1 SiM - a p-1 _ CT -CERAMIC Tlt� US626 SATURN 626 BD, 114 IV. &-T X 6'-8" X 1-3/4" EX€ST€NG SOLD GORE Wl HALF LITE PRIME & PAINT P-1 4-------- EXISTING (q 60 MIN, �$----- EXIST€NG-----�--� EXISTING P173A EXISTING EXISTING NONE c/ATI c/A7.1 RM. EXISTING GLASS TO BE REMOVED & REPLACED WITH O S SS D BY WN B CURS GLA CTB OWNER) 116 IV. &_T X 6'-8" X 1-3/4, EXISTING SOLD PRIME & PAINT P-1 EXISTING -�► (E) 60 MIN. ,� 4 EXISTING 4 EXISTING P173A EXISTING EXISTING NONE c/A7,1 c/A7.1 S€M, 5J8" TI O D REPLACED EXISTING GLASS TO BE REMOVED & WRTN OBSCURE GLASS CBD BY OWNER} CORE W/ HALF LITE IV 3'-0" X 6'-8" X 1-3/4" N EX€STIG SOLID PRIME & PAINT. P-1 EXISTING � (E) 60 MIN. 4 ----EXISTING EXISTING P173A EXISTING EXISTING NONE c/A7.1 c/A7.1 SIM. - EXISTING GLASS TO BE REMOVED & REPLACED WITH OBSCURE GLASS CT'BD BY OWNER) NONE P-2 GYP. CORE W/ HALT= LITE P-2 (E) NONE P-2 ACOUSTICAL 8-6 NONE : t p-1 AM -2.: P -LAM -1 B. READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON ORA 'THIS RELOCATED EXISTING r CPTT = CARPET TILES IR 1233 c/A7.1 118 L 3'-0 " X 6,_8„ X 1-314, SOLID CORE DOOR W/ PRIME & PAINT.P-1 � ------ EXISTING --# (q 60 MIN. EXISTING - EXISTING P173A EXISTING 626 FINISH NONE UA71 SIM. _ VISION PANEL � DC =EXPOSED DECORATIVE CONCRETE " 119 Q &-0" X 6-8 X 1-3/4 " SOLD CORE PRIME & PAINT P-1. TUELY P 2" PRIME & PAINT NONE NONE TRIMCO 1069 626 PASSAGE NONE NONE NONE NONE NONE f/A7.1 b/A7,1 e/A7.1 _ JOHNSON HARDWARE POCKET DOOR:"-..:: FRAME & HARDWARE POCKET DOOR -SERIES P-1 D.F. = DOUGLAS FIR WOOD FRAMING ' OFFICE 6 CPT( -1 RB -1 5/8 GYP. NONE P-2 GYP. NONE I3-2 GYM? NONE P-2 •J- 8 n X 1-3/4" 3-0" X 6 SOLID CORE PRIME &PAINT° P-1 TIMMY 2" PRIME & PAINT NONE NONE TRIMCO 1069 PASSAGE NONE NONE NONE NONE NONE f/A7.1 b/A7.1 - JOHNSON HARDWARE POCKET DOOR FRAME & HARDWARE 3 D.O.M. = DOOR 0 MATTC EP = EPO EPDXY PAINT POCKET DOOR P -SERIES P-1 BD. 626 BD, 8D, e/A7.1 TILE :EXCEED 5 POUNDS. -_J MANNINGTON COMMERCIAL / TBD BY OWNER P-1 1 COAT PRIME 2 COATS SEMI GLOSS PAINT, COLOR WHITE TO MATCH EXISTING one v Ou's EXIT SIGNS:CBG SECTION 10111D P -LAM -1 �. P-L.AM-2 WILSONART STANDARD LAMINATE, BURNISHED CHESTNUT #4796 (MATCH EXISTING) 0 0 R St'd ;ft bow Ew D L WLSONART" PREMIUM LAMINATE, SANDY TOPAZ #4862 RB -1 RUBBER BASE; COLOR: GREEN TO MATCH EXISTING SVF-1 I EXfTSYAND S B MARKED BY AN APPROVED EXIT SIGN READILY EXIT ACCESS DOORS HALL E VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL ACCESS TO EXITS SHALL BE MARKED BY I� a' WALLS READILY VISIBLE EXIT SIGNS IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS ROOM INFORMATION FLOOR CEILING CASEWORK NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS w .. ;:I 5/8" 6" 6" U 5/8" 5/8" (q X t� E: PRINT AREA CPTT-1 RB -1 GYP. NONE P-2 GYP. NONE P-2 (E} NONE P-2 GYP. NONE P-2 ACOUSTICAL 8'-6" NONE ,P -LAM 2 :. P -LAM -1 LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY Emig AM Nowsu PINISH LrubND BD, BD, BD, TILE OF THE FOLLOWING EXISTS �C m W M , P �. P -LAM dg 00 00 OFFICE 2 CPTT_ 1 I, SOLID CORE IL SOLD CORE It SOLID CORE IV. SOLID CORE GYP. NONE - P 2 tq W1 VISION PANEL POCKET SLAB W/ HALF LITE P-2 (q NONE P-2 GYP. NONE - P-2 ACOUSTICAL 8 -6" NONE . -LAM -2 C X I PLACES OF DETENT10N OR RESTRAINT. O 0 _ u 518" GYP. _ 5/8 GYPSUM BOARD cd u Cij U� Q m •�' oCA 1-44 BD. td , TILE �b I� s - u a" LL 5/8" MR = 5/8 MOISTURE RESISTANT GYPSUM BOARD 5/8 " - 5/8 }� t, SCALE 114„ = T -U' 1481 DOWK IF twok 5/8 n EG T * d (q Y 2 IN BUILDINGS IN OCCUPANCY GROUP A HAVING A OCCUPANCY LOAD OF 300 OR LESS. d3N �. n ` _ AFRI -ABOVE FlN€SHED FLOOR OFFICE 3 CPTT 1 - RB 1 GYP. NONE _ P 2 (q NONE P 2 Z NON( - P 2 GYP. NONE - P 2 ACOUSTCAL , " 8-6 DOOR NOTES _ .. P -LAM 2 - f�-L�4M 1 GROUPS B AND S AND IN PLACES OF RELIGIOUS WORSHIP THE MAIN EXTERIOR ,F , ENEBAL U= CBE SECTION 118-404 d ALL DOORS REQUIRE" A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE ° r- DOOR AR = P ADAMS RITE OR APPROVED EQUAL +� BD. WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT 0 ; :EXCEED 5 POUNDS. -_J MANNINGTON COMMERCIAL / TBD BY OWNER P-1 1 COAT PRIME 2 COATS SEMI GLOSS PAINT, COLOR WHITE TO MATCH EXISTING one v Ou's EXIT SIGNS:CBG SECTION 10111D P -LAM -1 �. P-L.AM-2 WILSONART STANDARD LAMINATE, BURNISHED CHESTNUT #4796 (MATCH EXISTING) 0 0 R St'd ;ft bow Ew D L WLSONART" PREMIUM LAMINATE, SANDY TOPAZ #4862 RB -1 RUBBER BASE; COLOR: GREEN TO MATCH EXISTING SVF-1 I EXfTSYAND S B MARKED BY AN APPROVED EXIT SIGN READILY EXIT ACCESS DOORS HALL E VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL ACCESS TO EXITS SHALL BE MARKED BY I� a' WALLS READILY VISIBLE EXIT SIGNS IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS ROOM INFORMATION FLOOR CEILING CASEWORK NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS w .. ;:I CALLOUT MFGR, / MODEL / COLOR CPTT-1 MANNINGTON COMMERCIAL / TBD BY OWNER P-1 1 COAT PRIME 2 COATS SEMI GLOSS PAINT, COLOR WHITE TO MATCH EXISTING P-2 1 COAT PRME,- 2 COATS SEMI GLOSS PAINT, COLOR: KHAKI TO MATCH EXISTING P -LAM -1 WILSONART HD LAMINATE, CRYSTALLINE IRIS #1840 (MATCH EXISTING) P-L.AM-2 WILSONART STANDARD LAMINATE, BURNISHED CHESTNUT #4796 (MATCH EXISTING) P -LAM -3 WLSONART" PREMIUM LAMINATE, SANDY TOPAZ #4862 RB -1 RUBBER BASE; COLOR: GREEN TO MATCH EXISTING SVF-1 MANNINGTON COMMERCIAL 1 MAGNA MUL11-FLEC I COLOR KHAKI #18011 TO MATCH EXISTING C H B ECTK}N 1008193 NORTH WALL EAST WALL SOUTH WALL WEST WALL KEYNOTES NO. NAME COVER BASE SUBS WAIN WALL SUBS WAIN, WALL SUBS WAIN, WALL SUBS WAIN, WALL MATERIAL HEIGHT SOFFIT FACE COUNTER DOOR . SWING CBC SECTION 1008.12 5/8" __ EGRESS DOORS SHALL BE SIDE -HINGED SWINGING. DOORS SHALL HAVE SWING IN THE ,. 5��" (q • '�,IDM1 ADMIN CPTT-1 RB -1 iq NONE P-2 GYP. NONE P-2 GYP. NONE P-2 (E) NONE P-2 ACOUSTICAL V-4" NONE!P-LAM-2:'! P:f.AM-3 DIRECTION OF THE EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE BD, BD. TILE ' PERSONS OR A GROUP H OCCUPANCY. THE OPENING FORCE FOR THE INTERIOR x r SIDE -SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 -POUND FORCE -FOROTHER 50 (E} 5/8° GYP. FLOORING EXTENDS TO >~ 102 CHECK-IN CPTT-1 RB -1 NONE P-2 (E) NONE P-2 GYP. NONE P-2 GYP, NONE P-2 ACOUSTICAL 19-4" P -LAM -2:, P -LAM -3 SIDE SWINGING, SIDING AND FOLDING DOORS THE DOOR LATCH SHALL RELEASE WHEN BD. BD. TILE . BD. P-1 HALLWAY SUBJECTED TO A 15 -POUND FORCE THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED w () TO 30 -POUND FORCE THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN A k SUBJECTED TO A 15 -POUND FORCE FORCES SHALL BE APPLIED TO THE LATCH SIDE 103 • WAITING CPTT-1 RB -1 GYP NONE P 2 (E)NONE P-2 (q NONE P-2 (q NO€ E P-2 ACOUSTICAL 10"-4° NONE NONE NONE BD, TILE DOOR' OPERATION: CBC SECTION 1008.18 50 (q KIDS AREA CPTT-1 RB -1 {E) NONE P-2 GYP. NONE P-2 (E) NONE P2 GPNONE P2 ACOUSTICAL1 N -Y. - 0'-4" NONE NONE NONE EXCEPT AS SPECIFICALLY PERMITTED BY 11-I!S SECTION EGRESS DOORS SHALL BEREADILY BD. BD, TILE : U F A R ANY SPECIAL cl OPEN FROM THE EGRESS SIDE WITHOUT THE USE O KEY O S KNOWLEDGE 6618" 5/8"(t , OR EFFORT .. w 4cs 105 OFFICE 1 CPTT-1 RB -1 GYP. NONE P-2 GYP. NONE P-2 (E) NONE P-2 8 AL GYP. NONE P-2 ACOUSTIC -6" NONE NONE NONE ion � NE BD BD BD TILE : uk C H B ECTK}N 1008193 I� (1) w .. •- ;Fh 5/8" 5/8" 5/8" (q t� � (� PRINT AREA CPTT-1 RB -1 GYP. NONE P-2 GYP. NONE P-2 (E} NONE P-2 GYP. NONE P-2 ACOUSTICAL 8'-6" NONE ,P -LAM 2 :. P -LAM -1 LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY Emig AM Nowsu PINISH LrubND BD, BD, BD, TILE OF THE FOLLOWING EXISTS �C m W M , P �. P -LAM dg 107 OFFICE 2 CPTT_ 1 - RB 1 GYP. NONE - P 2 tq N NONE P-2 (q NONE P-2 GYP. NONE - P-2 ACOUSTICAL 8 -6" NONE . -LAM -2 -1 I PLACES OF DETENT10N OR RESTRAINT. _ u 518" GYP. _ 5/8 GYPSUM BOARD $D, � BD. TILE - u a" LL 5/8" MR = 5/8 MOISTURE RESISTANT GYPSUM BOARD 5/8 " - 5/8 }� 5/8 n (q 2 IN BUILDINGS IN OCCUPANCY GROUP A HAVING A OCCUPANCY LOAD OF 300 OR LESS. �. n ` _ AFRI -ABOVE FlN€SHED FLOOR OFFICE 3 CPTT 1 - RB 1 GYP. NONE _ P 2 (q NONE P 2 CYE? NON( - P 2 GYP. NONE - P 2 ACOUSTCAL , " 8-6 NONE _ .. P -LAM 2 - f�-L�4M 1 GROUPS B AND S AND IN PLACES OF RELIGIOUS WORSHIP THE MAIN EXTERIOR ,F , d , ° r- AR = P ADAMS RITE OR APPROVED EQUAL BD. BD. BD, TILE DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING �3 3 BN =BULL NOSE 5!8" 6/8" {p DEVICES FROM EGRESS SIDE PROVIDED: oto _ . CONC = CONCRETE (INTEGRAL COLOR) WITH CONCRETE SEALER 1 OFFICE 4 CPTT-1 RB -1 (E? NONE P-2 (q NONE P-2 GYP. NONE P-2 .....- GYP. NONE P-2 ACOUSTICAL 8-6 NONE P LAM 2 , P -LAM 1 - a _ CT -CERAMIC Tlt� BD, BD. TILE A THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED Q 00 CTR COUNTER(E) 5J8" m m CPT = CARPET 11 OFFICE 5 CP1T-1 RB -1 (q NO E N P-2 GYP. NONE P-2 GYP. NONE P-2 (E) NONE P-2 ACOUSTICAL 8-6 NONE : t p-1 AM -2.: P -LAM -1 B. READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON ORA 'THIS r CPTT = CARPET TILES BD. I3D, TILE: ADJACENT TO THE DOOR STATING: DOOR TO REMAIN UNLOCKED � DC =EXPOSED DECORATIVE CONCRETE " ; 5/8" 5/8" (q WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH y D.F. = DOUGLAS FIR WOOD FRAMING ' OFFICE 6 CPT( -1 RB -1 5/8 GYP. NONE P-2 GYP. NONE I3-2 GYM? NONE P-2 (q NONE : , P-2 . ACOUSTICAL , " 8-6 NONE P-kAM-2 ' P -LAM -1 ON A CONTRASTING BACKGROUND. oc, 3 D.O.M. = DOOR 0 MATTC EP = EPO EPDXY PAINT BD. BD, 8D, TILE C. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE p Rt: EPDXY =EPDXY FLOORING 1 "� EXAM SVF 1 COVE tq NONE P-2 (q NONE P-2 {q NONE P2 (q NONE P2 (q ACOUSTICAL n 8-6 NONE - P -LAM 2 : P -LAM -1 BUILDING OFFICIAL f DCAUSEN u NG o FIc L oR DUE , z N EX =EXPOSED STEEL TRUSSES TILE:3. VERIFY FC = FURRING CHANNEL WHERE EGRESS DOORS ARE USED IN PARS APPROVED AUTOMATIC FLUSH BOLTS , a _ Ed, = FINGER JOINT 5/8" 5/8" 5/8" FLOORING EXTENDS TO: SHALL BE PERMITTED TO BE USED PROVIDED THAT THE DOOR LEAF HAVING THE ' a - _ _ _ ,; P_ _1 113 STATION CPTT-1 RB -1 (E) NONE P 2 GYP. NONE P-2 GYP. NONE P-2 GYP. NONE P-2 (q GYP. BD.. 8-0" NONE P LAM 2 . LAM AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FR = FURRED WALL HALLWAY tA = FRP FIBERGLASS REINFORCED PANEL SCH = SCHLAGE OR APPROVED EQUAL BD. BD, BD. . ; �- FD =FLOOR GRAIN _ SOL - SCHLU1I=R (q 4. DOORS FROM INDIVIDUAL DWELLINGS OR SLEEPING UNITS OF GROUP R OCCUPANCIES .: - . mGAUGE GA = SD =SOAP DISPENSER '�j 1 �, EXAM SVF 1 COVE (E) NONE P-2: (E) NONE P-2 (q NONE P-2 (E) NONE P-2 , ACOUSTICAL 9'-0" NONE P -LAM 2 P LAM 1 HAVING AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO BE EQUIPPED WITH, A ; Q ; _ GB & GYP = GYPSUM BOARD _ SDT STATIC DISSIPATIVE TILE NIGHT LATCH, DEAD BOLT DR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE '- GT =GROUT SND -SANITARY NAPKIN DISPENSER (q . _ OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL im ._ _ _ HD -HAND DRYER _ ST STANLEY 11 � BLOOD LAB SVT= -1 COVE tq NONE _ : P 2 (q NONE - P 2 (E? NONE _ P 2 {E} NONE P-2 ACOUSTICAL 10-0" NONE= P -LAM -2.: P -LAM -1 z � �„ v - INT = INTEGRAL COLOR STSL=STAENLESS STEEL TILE' DOOR ASSEMBLIES IN CORR(DO$S AND SMOKE BARRIERS: CBC SECTION 715,43LU vs as - INTERNATIONAL SYMBOL OF ACCESSIBILITY LSA- _ SS - SOLD SURFACING MATERIAL (E) - o _ _ K = KAWNEER OR APPROVED EQUAL _ SUBS = SUBSTRATE 116 EXAM SVF-1 COVE (E) NONE P-2 (E) NONE P-2 (E) NONE. P-2 (E) NONE P-2 ACOUSTICAL 10'-0" NONE _ P LAM -2: _ _ P LAM 1 ALL EXIT -ACCESS DOORWAYS AND DOORWAYS FROM UNOCCUPIED AREAS TO CORRIDOR A LCN = L R APPORVED EQUAL CN O SVF =SHEET VINYL FLOORING RLE SHALL BE PROTECTED BY TIGHT FITTING SMOKE- AND DRAFT -CONTROL -ASSEMBLIES HAVING v _ MO - MI✓ TALI DECK _ SW SOUND WALL (E3 AFIRE -PROTECTION RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED IN .ACCORDANCE o „, _ MR = MOISTURE RESISTANT _ T = TIMELY f 17 EXAM _ SVF 1 COVE (E) NONE _ P 2 (E) NONE P-2 (E) NONE P-2 (q NONE P-2 ACOUSTICAL V -W NONE P -LAM -2 P -LAM -1 WITH UBC STANDARD 7- PART P. THE DOOR AND FRAME SHALL BFR`AN APPROVE 2 Q: E AABEL a p = PEMKO TBD = TO BE DETERMINED , - OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED I3Y THE LETTER' "S".., � _ i PNT = PAINT T8 = SiLICONI?_ED GYPSUM TILE SACKER BOARD € 5/8 �, . {q THE NAME OF THE MANUFACTURER AND THE [DEN OF..THE E CONDUCTING ux Ln ,. PC - POWDER COAT = TBD - TO BE DETERMINED "I 1 RT SUPPORT EXISTING TIN RB -1 (q NONE P-2: tq NONE P-2 GYP. NONE P-2 (E) NONE p-2 ACOUSTICAL , n 8-6 NONE P -LAM -2 P_ _ LAM 1 THE INSPECTION OF MATERIALS AND WORKMANSHIP AT IHE FAC roW DURING FABRICATION P -LAM = PLASTIC LAMINATE TP = TOLET PAPER DISPENSER OFFICE 1 CARPED BD' TILE VERIFY : _ _ AND ASSEMBLY. DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC PLY = PLYWOOD TR = TRIMCO CLOSING BY ACTUATION OF A SMOKE DETECTOR IN ACCORDANCE WITH SECTION; 7'15.1 SMOKE ° PLK = CONCRETE PLANK CEILJNG T SCD = TOILET SEAT COVER DISPENSER 19 SUPPORT EXISTING _ RB 1 5/$ " GYP. NONE _ P 2 (E) NONE _ P 2 a NONE P 2 518 „ GYP. NONE _ P 2 (b ACOUSTICAL , n 8-6 NONE - _ P LAM 2: _ _ P TAM 1 N _ AND DRAFT CONTROL ARE DOOR ASSEMBLES SHALL MEET THE REQUIREMENTS, FOR A ` PS = PLASTER SYSTEM VD = VON DUPRIN OFFICE 2 CARPET BD, TILE. VERIFY SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH ;UL 1784 4 o PT RN =PARTITION W.M,F. =WELDED HOLLOW METAL FRAME . - BD. LOUVERS SHALL BE PROHIBITED, INSTALLATION OF SMOKE DOORS SHALL BE IN a _ PVCY - PRIVACY 1 20 SUPPORT EXISTING RB -1 5/8 GYP, NONE P2: 5/8 G YP NONE P-2 (q NONE P-2 (E3 NONE P-2 (q ACOUSTICAL 8-6 n NO ;.. P -LAM -2 P -LAM -1 ACCORDANCE WITH NFPA 105 ; ,: ; ._:::• : ::, •:.. _ RB -- RUBBER BASE OFFICE 3 CARPET BD. , . BD. TILE VERIFY RF -RESILIENT FLOORING .. . t a 2 Am WEI R lEaVI A 21" 10 N: SO k F I N I r I 5"A (0;'k ON Oft" D U OL E Nu E' -;!:tLn_ ':'1-' T : 1 r .. r - ,r r �.-,-- .. ?., ...._-r-r..r..r.T„�„-�..,__,�,.IT::-.,---,,,,,. -,. ,i•---*'-m'--`-T II J i .. i v EXISTING FLOOR PLAN - NOT A PART ' 1 EXISTING CARPET FLOORING 75 EXISTING VINYL FLOORING Y NEW CARPET TILE FLOORING - SEE FINISH SCHEDULE r NEW VINYL FLOORING - SEE FINISH SCHEDULE s, EXIT TO OUTSIDE OC} ING,r / / /,i' / ls3$�✓�Oo - s' / J* EXIT TO To � HR s� ARAi10N/CORPoDOR U1 � ryCp , ,;� / / /. ,, , ¢---- IDU PATH � Cv m 1 ` 01300 / cr '1 OCC. EXIT ACCESS TRAVEL DlSTANC 0 , / PER TABLE 1016 F , , r .2 OR B OCCUPANCY WITHOUT LOUNGE : / .uTORAG f ; ` : , DRUG t' i SPRINKLER SYSTEM SHALL NOT EXCEED 20Q' v / PLY / �---�-� -� � 760 0' 1'y . f /Su / 0 / %' r , /r 80 t 0 F3 - 6 C / r' _ 831 Op', U f ! 1100 8P�`1 � � / 0 + , , , t f / @{ 1:100' - EG♦ ' = 1 • r - / / / � t QCC.. • -+ : 1 CC. / l per' r....� i / f cC3 C"�T ► / f, � Rp!DCR OST .-.. v / - i / 1i► T / 7 � OOt '6 1 69 7 C % y / d L 9 _ �l ,/ t , , f , a. , Lo MAMM 2 1 ' `� OCC / / � / - : OC';C r • r _ 1 CC , ! T / E SC i :.. NONE ALE / / r. NoTrob, OLEG"END: 1. ,,. o i r ,. , • •r ; , ` , ` / C (� SLI �N - SOI •IaNEN / /SL CJUD, / EXAM , ' , / / / E - 880' � '' f Q ta / OFRC 100. T4� @ .1fld / rP i' ♦T ' / 115 @1:100. _ 2 ",CX;C. m cv U I p ' 1 NV ! 1. RAJJ' uVC/. Q� /�fx."CJV 1 aC : -VW. Cr 119. �P i i r, yy �r U IVV CCC.. ,h---1 , !, - t , , ! _ : 1 ; : , - r ! - 7 i iA 21800 , tA / , ,i i J r i' / / f , I ! OI ryAMO GY ■ �'}� i 1 / P� :.BUFF r': tN i •' � 1100 / P ORT: R = , STAFF; } STAfiF , r , R / y , 3 , / , J r %'SCC • 1 , t10o = i r , 1 / 1 ,A�.,r,wEXAM/ �y x r / i' / ! ! ra COU SEIG 85 1100 / 1471/ .. ! / /� 100 - , / , _.._....<- SCAM ! T - OCC: sig I 77 _.: : ! ,- w-' 1 f 176 �I. -- Q �Cc -FI r r • i / '- / r , // / //`!1 8r1'dhtr�7 , OC:1C 100;' : ;• / .._ _.W. t�M Ap M EXAM, OF 4CE s OHOK N 1,144/:@t100 =...2 OC.... 1 _i - •---�# :. } i jjI , . i / ! i t j N I= , _._r.._,._ .. _....,.._. _...,._ , i I s I @ t -{ - / i / 523 .. , CA fi ! WAIITNC, a >t � N� � - S' AEA r Ot CG, : t r 15 54TS_ _ . t SCA LE E: #� �+ me� IF r _ 3 OC , f 1 _ ,- .------ ------ ,. 'AREA d / 1 , a 00 t -� ( r U / /PTR , m o f .1 t C) , : 1 "". cr Z04 a d- thO - Ir11110ra 111r111111t1 1011r711tY . rrrrr. r.rrr ,� : . r111.A nnr.n!r MM.MIII. lte.. Ilq r11r1. rlrl!n111i .sJrM1 i111111NM 111r11s t11•rawer■ rrrwllw : - ? ;',. - rlrrtr srrrelrr a1r111wr errrrer rlrrlw.l ..� .. , , •a ;t CC A22 a Inc cm Ile mo s, 1n V ti . .' _ _ate"»- ,a .. .. .. tl, .. ': '" • - .-. • „..v r--.. .. .._ :. ..... .. .: : i i .. . I SCALE il0 — e ; . :. .LA .- �-- 1'-0' illLEI L TITO i- VL FLAN N - a,f SCALE. 3 ..1'-0" t41 1 7 � I . _. .., I _. - '. -. I I:.. :. " :. : I - I. _ I � .:. I I I „l f T— --.- ., ,. ,. --_'"- -,.. - -_ �-�"�"Im•.,mm...-.'',mrT ,, r. -?Tf1 II ^:r'11111' - ;_ I r / f t s a Q) o AT EACH LOCATION AS INDICATED ON THE PLAN WITH THES SYMBOL A PORTABLE FIRE EXTINGUISHER � ... 0 3 a 3 0 3 PORTABLE ARE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS WHERE THEY WILL EE 5 5 I € +34" ". _ + ":: READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE THESE. LOCATIONS SHALL BE ALONG NORMAL !ice; \ G i n 3 i PATHS OF TRAVEL ARE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 4p LBS SHALL BE `!�-'� (N) COUNTER/ J (N) COUNTER/ (N) COUNTER/ (N) CQUNTEW I INSTALLED SO THAT ITS TOP IS NOT MORE THAN 54- ABOVE THE FLOOR HAND-HELD RRE EXTINGUSHF-FIS CABINETS f CABINETS e CABINETS CABINETS/SINK : EXCEEDING 40 LBS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN V -6u ABOVE THE FLOOR s I 5• 5. 3 n CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS SHALL NOT I c 3 3 3 11 . BE LESS THAN 4 INCHES. REFER TO CFC 906 FOR ADDITIONAL REQUIREMENTS. G DE) 117BLOOD LAB Zss EXAM EXAM EXAM 5 - WALL ASSEMBLIES o 5 5 I 5 3 1` 118 as3 c � coca {#✓_} 3 E EXISTING EXTERIOR WALL ~ r +309 � 18" CLR MIN. 5 S 5 S 5 � i 2 " � � *R oar � � NTERIO $TUBS � 16 O.C. WITH R-15 BATT ,- ,p ooaa , oo -- 117 tfi c i16 {E) 114 f y',.0 r :.,; , NEW R R ON 2X4 r _ INSULATION TOP PLATE +6 ABOVE CEILING - FINISH PER FINISH r 3 w 1 f30„ tq 2'-5" 3'-0" &-4 5/8" 1`-4" V-0" &-6" 4'-7" 3'-0" 3'-6" 344 6-5"00 SCHEDULE (� 00 4 aQ9 CLOSET 8'-8 5/8" T -1{i" 7`-1Y' !L'-11" tb �;' j r"'_""""" ,._.. EXISTING INTERIOR PARTITION WAL(, r' 1113 $ 3 SUPPORT OFFICE 1 (E) DRINKING FOUNTAIN NEW INT R R 1 PAN - N WALL2X4 WOOD STUDS: ''"' �0 2 2 1 , 5 5 5 5 3 4 " „ „ M 120 119 24 O.C. W/ 5/8 TYPE X" GYP. BD. APPLIED VERTICALLY OR HORIZONTALLY, N r =, $ r oor est cora {E} (Eq mr (Q w NAILED W/ 6d COOLER OR WALLBOARD NAILS @ T' OC, W! END JOINTS ON o� 5. NAILING MEMBERS, FIELD VERIFY EXISTING FRAMING & GYP. BD. STAGGER ' a 3'-0" 3,-0„ 2'-6 V2" 5 1 _ w e 5 5 7 11 pz-,, _ JOINTS EA SIDE. CBC TABLE 721.1(2) ASSEMBLY 14 0 4 V2° "` 4112" 5. € STATION ; s V2" 5 cE3 . � U f �-=--- -- -� EXISTING INTERIOR 1 HOUR RATED GOIIlDQR WALL `�' +► k s i 5 {Ej (I�} COUNTER/ 3 2 CABINETS' E CC1 0 0 f i 8 ELEC. PANEL � v� � 7 SUPPORT OFFICE 3 SUPPORT OFFICE 2 (b CLOSET I :: +34" _ 4, "." r MSTING INTERIOR 1 HOU OCCUPANCY S TION WALL r o R SRA r----� t1T i s I EXISTING WAL - N INTERIOR 1 HOUR RATED CORRIDOR WALL f$ € f 3 3 _ — _ . 2X4 WOOD STUDS C� 24 CO. W/ 5/8 TYPE '�(" GYP. 43D. APPLIED VERTICALLY -4 OR HORIZONTALLY NA R WALLBOARD S @ T' . v C --•----_�, �_�.. • HO O NAILED W/ 6d COOLER O ALLBOA D NAIL 00. .� i a • ;; • �, WC END JOINTS ON NAILING MEMBERS. FIELD VERIFY EXISTING FRAMING E'Q 130. .....----------------------..—_—,, / `•---_..._. ..__..._ __...._----- ----- : _—__.._ F -------- __.__ -,, , -.�_. _._.------------------- - ---- ---- GYP.STAGGER JOINTS EA. SIDE CBC TABLE 7211(2) ASSEMBLY 1r}._ � r -I U �• �- EXISTING WALL NEW INTERIOR 1 HOUR OCCUPANCY SEPERATION WALL 2X4 ME W000 STUDS @ 24 O.C. W/ 5/$ TYPE x GYP. BD. APPLIED VERTICAL_f.Y OR : �" HORIZONTALLY NAILED W/ 6d COOLER OR WALLBOARD'NAILS @ T' O.C. W/ ENLARO"t m .NLA+jmRu&v&r.D b"U"VOR"POR ISCALE V4" = Y-0" [48]D LAB & EXAM END JOINTS ON NAILING MEMBERS. FIELD VERIFY EXISTING FRAMING & GYP. �C T �'C biy BD. STAGGER JOINTS EA SIDE OBC TABLE 721.1(2) ASSEMBLY 14 3] 9 NEW INTERIOR PARTITION ALL 2X4 STUDS 0 16,, QC -TOP PLATE VARIES a FINISH PER FINISH SCHEDULE o 11-8" V-9 V2" 10 O o 3 0 o NEW INTERIOR PARTITION WALL`W/ SSSS PANS 2X4 STUDS 16" O.C. 8 TOP PLATE 0 6'-0; GLASS PANEL ABOVE WALL TO CEILING - FINISH PER 6 �P FINISH SCHEDULE 3 € I 3 1 3 ( tq INDICATES EXISTING WINDOW MARK, SEE WINDOW SCHEDULE g O ! 8 U _ m <A> INDICATES WINDOW MARK, SEE WINDOW SCHEDULE 3 6 3 ,� 2 110 w A�.1 � Q!�I (� INDICATES DOOR MARK, SEE DOOR SCHEDULE a rA� Q V �l OFFICE 5 {N), OFFICE 4 6 - d 2 111 INDICATES DOOR MARK, SEE DOOR SCHEDULE f 6 ( A5.1 110 2 = z' n1 N INDICATES LINE OF CANOPY OR SOFFIT ABOVE :..�2 . € N1�.Vx1 LOCATION OF tq tq s EGRESS ROUTE -SEE EGRESS PLAN SHEET A2.1Lut UPPER CABINETS }....{ a .�. .._ 111 - ADA CLEARANCE REQUIREMENT. IT IS THE ARGHITECT� INTENT A5;1 109 TO HAVE ALL AREAS OF THIS FACILJ Y BE ACCESSIBLE, +� •rte �, tia 112 € , Ir CONFLICTS OR CHANGES SHALL BE PRESENTED TO THE 6 6 _ s , - ARCHITECT FOR CLARIFICATION, FOR DOORCLEARANCES SEE I ao , / � n i d 11 r 3 SHEET A6w AO.1. 1 �►# A5:1illilljlll F)m6 `'' - 2 108 5. (N) CHECK-IN (N) ADMIN'NV 1 L _ NOTES j f {s 2 10 , (N) OFFICE:6 E} CAB/ 1 ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL COUNTER/ SINK 3 { �? KNOWLEDGE OR EFFORT, IF KEY -LOCKING HARDWARE IS USED AT THE MAIN EXIT A SIGN WITH MIN. ONE INCH UST REMAIN UNLOCKED WHENEVER BUILDING IS OCCUPIED" TO BE STATING 'THIS DOOR M - - INTERS S 10 10 10 g 2 : €€ log. n INSTALLED. r -4s v n n +30" g 3 m. I" OFF3 ICE b € 2 11 m - - ALM , l� A� , ' " TuY' 4-0" 6 9 U2 DOORS SHALL BE LOCATED 4 1/2' AWAY FROM NEAREST PERPENDICULAR WALL. THIS ALLOWS FOR 51 _—� - - :. TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION, TYPICAL UNLESS 103L3 1'-T, 2 c DIMENSIONED OTHERWISE ON THIS DRAWING p I"LEVEL" INDICATES A SLOPE NOT TO EXCEED 2% AS DEFINED BY THE U,B.C. TO ALLOW FOR DRAINAGE 2% .,x; , + UPPER CABINET SOFFIT - PLAM TO MATCH CABINET, INTERIOR ELEVATIONS. SEE ALSOINTE EXISTING 2x4 FLUSH MOUNT LIGHT FIXTURE0 00 00 Q • � / % r � f ` RECESSED LIGHT FIXTURE SEE NOTES X12 & #13 m EXISTING WALL MOUNT LIGHT FIXTURE 'MECHANIC AL DIFFUSER FIE MECHANICAL RETURN AIR Q 0 1 / •H 4 -WAY SPEAKERrd ! - ; 'CIA , r cu m / t!1 r^. , Lo , • 1 s / r i : : / / I ; , f i , : i r P, r 1 � o FE o t p / ❑ ❑ ❑ ' 2 3 5 ❑ ❑ ❑ / o .tom p f / 8 8 ❑ 15 ,r / / / EX ,r 46 WA ,16 :r Q , r-:a••L.. rti . • � • r-•. ♦, : •'.' w' . :..• r•• •',S: rJ ••';'.,+••.,'•.:. t+:o•i ♦.. • .,..:/ !' � .:,tt :v ice.:,;.• / t. r- r -•t« 2 , ❑r + // g 2 t I / / - 10 r r' ,r 16 : 120 SOFFIT UNE / i IT ! EX .EXIT SIGNAGE IT: , : r ; ; : / I - NOTES: .. , , // , i• / ALL NOTED ELEVATIONS ARE FROM FINISHED FLOOR / , / / SEE SHEET A6.3 FOR TYPICAL CEILING DETAILS J , !r / , SE R -----; : •. _ E FINISH SCHEDULE FOR TYP. GYP. B0. CEILING COLO r i I / Sa 3 ❑ i' / , / n c* rrr • r A72 ❑ r / ❑ n � - 2 ;-108 /' ' / / . D19x / / `tet •' .::;:.` �"'� ! , / rTO . t. „t• t , 4. •. .•. ,.•, . � _ ,. ., yes 5 :. :. � _, � .J ., � _• :ru / / - / : .ii^t` -•ray' � s iJlw-•4 . f.•s4•; +8 t. / .. + 4 ❑ 3 , F121 Mir NO I Llmg""�N j7 J .o IL Z 1 TING RE EXISTING RETURN AIR TO MAIN N vp : 2 2 COLUMN j ❑ RELOCATE EXISTING LIGHT FUTURE AS SHOWN l / / / r3 RELOCATE EXiST#NG DIFFUSER TO LOCATION AS SHOWN U/• (E)SOFFIT , : / ! / :... '-,•'1 . 4 NEW DIFFUSER ADDED TO LOCATION AS SHOWN 1 ❑ L7 ❑ r ❑ r Fs]EXIS105 TING LIGHT TO REMAIN % I6 r EXISTING SUSPENDED ACOUSTICAL TILE CEILING / xiT i" / „- , SUSPENDED ACOUSTICAL TILE CEILING TO BE REMOVED AND RECONFIGURED AE'i•ER NEW WALLS CL cr 00 m .. / . - :' /• /` : - : '` • ' ,r' ARE BUILT TYPICAL AT NEW OFFICES i ! i' / , ! f f / - ..' ,.f : / / 8 / :• / / ; RELOCATE EXISTING RETURN AIR TO LOCATiON AS SHOWN ❑ r / • ,❑ - ;• 9 SUSPENDED ACOUSTICAL TILT= CEILING TO BE REMOVED AND RECONFIGURED AFTER NEW WALLS ; / r ARE BUILT AND EXISTING WALLS ARE REMOVED PER DEMO PLAN TYPICAL AT (N) KIDS AREA • : / / ! - STI G / EXI N GYP. BD. CEILING rn i1 NEW GYP. BD. CEILING LIS y- r"<c 12 EXISTING RECESSED LIGHT FUTURE TO REMAIN , . M ❑13 NEW RECESSED LIGHT FIXTURE - UTHONIA LIGHTING 6 SEREI S, NARROW FLANGE, COLOR WHITE ru j jy/ y ' q +, ill ^7• �" t- 14 SUSPENDED AC NG TO BE REMOVED AND 118CONFIGURED z ❑ ENDED OUSTICAL TILE CEILING • I r Q EXISTING DIFFUSER TO REMAIN w o 16 EXISTING EXIT LIGHT L^ 17 r_ ❑NEW RETURN AIR TO LOCATION AS SHOWN +t# a � 18 EXISTING EXIT LIGHT TO BE REMOVED AND RELOCATED . 3 V 19 RELOCATED EXIT LIGHT _ r. 20 EXISTING LIGHT TO BE REMOVED S RK mmW"C""EILINu PLANR , d .. _. ;` ` - F W SCAM 1/8" _ f -{Y` [961 � � I tip au0p: + ._r—'i'--•+4.. n^I^.T m,i"_T�1---r-t—•T—r•-T_" .n£_,,— ...- _.. r T —7- _ r --_..r _ -.. - MATCHING TILE D. IDENTIFICATION SYMBOLS V4 ROUND 1• ON DOORWAYS LEADING 70 MEN'S REST ROOMS, AN EQUILATERAL TRIANGLE V4 4 - MINIMUM HEIGHT OF INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD, AND _ KNEE CLEARANCE ON WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN CONC ' TILE DIAMETER THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR ATA U DIFFERENT FROM THE COLOR AND CONTRAST 0 THE ©04R HEIGHT OF 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY 45� TRANSITION SES DE1"AfL'a/A6�` 2. DOOR IDENTIFICATION: GLASS DOORS SHALL CONFORM TO THE REQUIREMENTS SPECARED IN SECTION 2406, C.B.C. EXIT DOORS SHALL BE SO MARKED WHAT THEY 7s oNc VINYL ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION, 3. ADDITIONAL DOORS: WHEN PROVIDED FOR EGRESS PURPOSES, THEY SHALL. � • : CONFORM 70 ALL PROVISIONS IN THIS SECTION. o TRANSITION STRIP - SEE DOOR SCHED. / 27" MIN PART 3 WATER CLOSETS: 118-604 A. SINGLE -ACCOMMODATION TOILET FACILITIES: THERE S CARPET VINYL W. HALL BE SUFFICIENT SPACE IN r/1 / THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES4� LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES 60 INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE AND 56 INCHES OF CLEAR SPACE MEASURED FROM TH E BACK MAX COMPRESSED SILL- SEE USE SILICON BELOW SILL SCHEDULE AT TRANSITION 6-V2" MAX WALL IN ADDITION 48 INCHES OF CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE 00Q MAXIMUM HEIGHT DEPTH OF WATER CLOSET. WATER CLOSETS SHALL BE MOUNTED BETWEEN 17 AND 18" TO CENTER TO COUNTER OR RIM SINK LINE OF THE FIXTURE FROM THE WALL FOR LAYOUT SEE PLAN OF THIS DRAWING SEI O CST - CARPET TILE B. WATER CLOSETS: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALT". BE A MINIMUM ()o m - OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET r SEAT CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIR E .. L�j rd 45 TRANSITION TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 Cts N rd 0 INCHES ABOVE THE FLOOR THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. SEE ALSO DETAIL Y/A6.2: 0 © Q ' 10" rd MINIM 8 19' PART 4 - MAX UM 30"X48 ABSOLUTE DEPTI-t LAVATORIES 11B-606 � � � ABRUPT TRANSITION , CLEAR SPACE;FOR OF KNEEfrOE A LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED 18 INCHES MIM N '" MUM TO THE cd CST r FRONT APPROACH CLEARANCE CENTER UNE OF THE FIXTURE, ALL ACCESSIBLE LAVATORIES Si -TALL BE MOUNTED VATH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR AND'C?A WITH A C C� � m CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF +� THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MIM U w , MUM OF 30 INCHES IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF INCHESHIGH FROM THE NOW FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE: FRONT OF THE LAVATORY. SEE r,t _ , DETAIL Z 'd/A6.2. SCALE. 3 - f-0' [43 ` y � R .:. SCALE 3/4 = g-0"[161 RAMN TWN - SCAT -E NONE B. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE NSULATED OR OTHERWISE COVERED. THERE SHALL BEN C T 0 SHARP OR ABRASIVE SURFACES UNDER: b N R LAVATORIES.: PW Y C. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE: WITH ONE Ca �`— HAND AND SHALL NOT REQUIRE cam o m TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. a THE FORCE REQUIRED TO ACTIVATE CO 4 CONTROLS SHALL BE NO GREATER THAN 5 L Ba : LEVER -OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE o EXAMPLES OF ACCEPTABLE DESIGNS, SELF-CLOSING VALVES ARE ALLOWED IF THE dl bW F �w FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. PULL SIDE P �O U CLEAR AT EXTERIOR DOORS PART 5 VAT IE SA AND S RIE . R LA OR N CdLET ACCE SO S 11B 603 (REFERENCE DETAIL '' &_d' ON A� 24 MAX. 30" A. LAVATORY FIXTURES: THE REQUIREMENTS OF THIS SUBS " ECTLON SHALL APPLY 70 LAVATORY FIXTURES VANITIES, AS -BUILT LAVATORIES, 18„ MIN; CLEAR AT INTERIOR DOORS 1. A CLEAR FLOOR SPACE 30 INCHES BY 46 INCHES SHALL BE PR0 IDED IN FRONT / OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE _ SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO 0 C K, dEE AND TOE SPACE UNDERNEATH THE LAVATORY +� . 2• MIR m _ R ORS SHALL BE MOUNTED WfiT L THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM THE FLOOR. . B. TOWEL SAN %ITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS �+ , WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE - s� PROVIDED AT LEAST ONE OF EACH TYPE SHALL BE LOCA ._ `IED WITH ALL OPERABLE � - PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE :FINISH FLOOR A -WON rn C. TOILET TISSUE DISPENSERS: TOILET - z TISSUE DISPENSERS SHALL BE LOCATED ON THE ;2 WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. a , (. ,< PROVIDE THIS ADDITIONAL SPACE PART 6 GRAB BADS,11B-609 IF DOOR IS EQUIPPED WITH BOTH A LOCATION, GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AN THE BACK OF THE .� D v A LATCH AND A CLOSER ACCESSIBLE TOILET STALL C3ft COMPARTMENT, SHALL. BE SECURELY ATTACHED 33 TO / PUSH SIDE 36 INCHES ABOVE AND PARALLEL TO THE FLOOR GRAB BARS A7 THE SIDE SHALL BE _ AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN _ 36 INCHES LONG B. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES CES OFA GRAB BAR SHALL BE 1-1/4 INCHES TO 2 INCHES OUTSIDE DIAMETER OR TL -1E SHAPE`' SHAD.. PROVIDE AN EQUIVALENT GRIPPING SURFACE IF GRAB BARS ARE:MOUNTED U) ADJACENT TO A WALT, THE SPACE BETWEEN THE WALL AND THE GRAB `BARS SHALL s# 1 INCHES, kR BE Vw u1 2 C. STRUCTURAL -(REF.� �- UCTURAL STRENGTH - _ e?: THE STRUCTURAL o 4F GRAB R d SHOWER SEATS FASTS BARS, TUB & w a - SCALE, 3/4" = YREACH FASTENERS, AND MOUNTING DEVICES S ., ".. - -4' [163 r SCALE:. V = RANCE5 HALL MEET THE FOLLOWING � � 2" Y -EP' [243 Ic SPECIFICATIONS CC W a I BENDING STRESS1 a N A GRAB BAR OR SEAT INDUCED BY fl -w THE MAXIMUM BE ..� U PART 1 ENERAL MOVEa cc G _ MENT FROM THE APPLICATION OF 250 LBS. PER FOOT SHALL - co' AC to L BE LOSS THAN � A THE '�' NEW CONSTRUCTION SHALL COMPLY VMH FEDF_RAL AM E ALLOWABLE STRESS FOR THE MATERIAL ERtCANS WITH DISABILJ'IIES ACT (ADA), OF THE GRAB BAR OR SEAT: cv O OF 2010 AND CHAPTER 11B OF THE CAL IFORNW BUILDING CODE �+ 2 SHEAR STRESS I ` NDUCF.D IN A GRAB BAR OR SEAT BY THE APPLICATION • PART 2 4 PLICA NOF 250 � � ... LBS, P � FA FOOT SHALL BE NO LESS THAN THE ALLOWABLE SHEAR STRESS FOR ' O A. LEVEL. AREA: A LEVEL AND C A vn C LEAK REA FOR A MINIMUM DEP THE MATERIAL OF TH TL -I OF 60 INCHES IN THE E GRAB BAR OR SEAT, AND ITS NLOUNTIN0 BRACKET OR �- DIRECTION OTHER SUPPORT D EC OF THE DOOR SWING AS MEASURED AT .RIGHT ANGLES TO THE ORT IS CONSIDERED TO • PLANE OF E FULLY RESTRAINED, THEN DIRECT AND THE DOOR IN ITS CLOSED POSITION AN 44 I TORSIONAL SHEAR STRESSES SHALL NOT EXCEED T ' D INCHES WHERE THE DOOR SWINGS AWAY 'HE ALLOWABLE SHEAR - 36" MIN. FROM THE L.EVE!_ AND A CLEAR AREA, STRESS. CLEAR COUNTER *19" MIN. B. FLOOR LEVEL AT " r SPACE DOORS - THRESHOLDS a SHEAR FORCE INDUCED IN A FAS 10 — TENFR OR MOUNTING DEVICE FROM THE .00 1 THE FLOOR OR LANDING SHALL:NOT BE MORE THAN 1/2 INCH APPLICATION OF 250 LBS P „ ES LOWER THAN PER FOOT SHALL BE LESS THAN THE ALLOWABLE THE THRESHOLD 30" MIN. CLEAR OR THE DOORWAY LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR 7H -� cc: ca W E SMALLER FLOOR SPACE = ALLOWABLE LOAD. © o c __ -__ 2. CHANGE IN LEVEL BETWEEN V4 INCHES AND;' V2 INCHES SHALL BE BEVELED WITH n a , ° A SLOPE NO GREATER THAN V2 INCHES. CHANGE L 4. TENSILE FOR N LEVEL GREATER THAN V2 CE INDUCED IN A FASTENER BY A DIRECT TENSION F a ORCE OF 254. u X INCHES SHALL BE ACCOMPLISHED BY MEANS dl= A RAMI? LBS. PER FOOT L-fAEL BE FESS THAN THE ALLOWABLE WITHDRAWAL LOAD ? U ! B ¢ ETWEEN THE . :. FASTENER AND S PPORTING STRUCTURE C :HARDWARE: z � I APPROVALDT DOOR HARDWARE SHAH BE OF AN APPROVED TYPE TESTED GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS— , IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED BY SECTION 33 z - at � D. SURFACE A GRAB BAR AND ANY WALL OR OTHER SURFACE. ADJACENT:TO IT SHALL z tri 2 ' EFFORT TO.OPERATE DOORS M B MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT E FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE ' . m � � � VE A MINIMUM -- oa o _ EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS, FOR INTERIORRADIUS OF V8 INCH, DOORS, SUCH'. c" U j PULL OR PUSH Q � O I � EFFORT BEING APPLIED AT RIGHT ANGLES TO HE r I NGED DOORS AT e� a a PART 7 SIG wt PEDESTAL, WALL �' THE CENTER PLANE OF THE SLIDING OR FOL DOORS. FIRE DOORS 15 LBS. NAGE FOR RMANia NT ROOMS AN SPACES 11B 703 ur+ +o v sa A ACCESSIBLE ` ,.. ..w OR SUPPORT LE TOILET f FACILITIES, BUILDING ENTRANCESa ju v ;A 12 M 1 INTERNATIONAL S r w z 3 CdNSTRIJCTION THE BOTTOM 14 IN Ot" ALL DOORS EX L YMBOL OF ACCESSIBILITY W -A CC Li CEPT AUTOMATIC HITS FIGURE ON BLUE BACKGROUND, �, sea ° EL A N VL R .� AND SLIDING, SHALL HAVE A:SMOOTH UNINTERRUPTED SURFACE TO A (STD 595b, COLOR 15090). ' ° a 4 �Y EW CLEAR SPACE - ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FO * lE% WITHOUT CREATING A TRAP B. PERMANENT ROOMS AND r * OR HAZARDOUS CONDITION.THE WIDTH OF `ME :LEVEL AREA ON THE SIDE TO N SPACES (SEE DETAIL e EXC.,.E�Q1 9 FLOOR CLEARANCE IS NOT7 ' WHICH TITS DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE1. LF SIGNAGE 1S PROVIDED FOR EDGE FOR PERMANENT ROOM OR N SPACE,LT :'SHALL COMPLY AT CHECKOUT OR EXTERIOR DOORS. II!s WITH APPROPRIATE ADA _ W SERVICE COUNTERS REQUIREMENTS FOR $BAILEE, PROPORTLUNS CHARACTER HEIGHT CONTRAST, RAISED CHARACTERS; PICTORIAL SYMBO Q 4. TYPE F LS, AND O LOCK OR LATCH. EXIT DOORS SHALL 8E OPENABLE FROM LETTER TYPE �. THE INSIDE � WITHOUT THE USE OF A KEY OR ANY PLAN VIEW CLEAR SPACE SPECIAL KNOWLEDGE OR EFFORT. C. � MOUNTING MOUNT SIGN ON WALL z •o _ ADJACENT TO STRIKE SIDE OF HEIGHT .OR NEAREST ......., EIGHT SHALL BE 60" AFF OF CENTERLINE MOUNT SO A PERSONCAN APPROACH tn, • w. WITHIN 3 OF ADJACENT WALL WITHOUTRU7r cr STANDING IN SWING OF DOOR bb 4: b , A"hu'"o U N "R SCALE. V2" _ ^ _ .. 1' a E241 m N mAL AuccbMBILITY' NUTCOMS6 _-� 1 - T T i 91 1111 "poll .111,11111, 111 12 GAUGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4-0' X :4'-0" GRID SPAGNG ALONG MAIN RUNNERS. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES SEE fJ- to . 280:N � µ PROVIDE 12 GA. HANGER WIRES AT ENDS OF ALL MAIN CROS S WITHIN CEILING FROM THE SUPPORT OR WITHIN V4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST,. —6 FOR THE PERIMETER OF THE CEILING AREA, END CONNECTIONS FOR RUNNERS WHICH ARE „ ANGLE 3/4v WIDE DESIGNED AND DETAILED TO RESIST THE APPUED HORIZONTAL FORCES MAY BE USED IN LIEU 6 SIMPSON DTC CLIP 048 ac 3/010 x 15/8" EMBED LAG x 13 GA SCREW of THE 12 GA HANGER WIRES. ATTACH PER MANUFACTURER 75 N 3 PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO — 3/8" x 15/8" EMBED LAG MAIN HANGER SPACING PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED . :. WALL SEE PLAN 8" MAX 12 GA. HANGER WIRES SCREW AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS.'HANGER WIRES THAT ARE MORE 1'Wx2 M2 GA. BENT PLATE ` 4'-0" O,C. MAX (MIN. 3 THAN 1 IN 6 OUTOF PLUMB WALL SHALL HAVE COUNTER- SLOPING WIRES. TURNS IN 1 /121 12 GA SPLAYED WIRES 4 SIDES A CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT: WALLS. 4- f BATT INSULATION, SEE PLAN POP RIVET THRU �•..-..{ 12 GA WIRE " CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUNNER AND WAIL 3/4 DIA, EMT, NOTCH OVER : MOLDING a CUP RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS • r _RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2" CLEAR OF WALL. SEE el - V,4` DETAIL AA _ V4" 0 S.M.S. MIN. OF 3 TIGHT TURNS S AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS: ARE NOT irk a E _ -r DIA. EMT, NOTCH OVER Cv MAIN RUNNER CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS O 00 RUNNER i� 12 GA SPLAYED WIRES AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR 12 CA WIRES 1wm e• -t 00 4 SIDES A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE +-••I 7/8" x 7/8" OR PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST IS 12" OR LESS, THIS PARALLEL C� 7/8" X 2" WALL A #10 S.T:S. RUNNER INTERLOCK IS NOT REQUIRED. SEE d/-.� t w. MOLDING W/#12 ,{ 00 SCREWS 32" O.C. ACOUSTICAL CLG. PANEL C� S PROVIDE SETS OF FOUR 12 GA SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH ' SECURE TO STUDS FINISH TO MATCH T -BAR �'' OTHFA AT NOT MORE TI-fAN 12 FEET BY 12 FEET ON CENTER. PROVIDE BRACING WIRES AT ' c" CEILING MAIN RUNNER LOCATIONS NOT MORE THAN V2 OF THE ABOVE SPACINGS FROM EACH PESIM)=TER WALL w 2x STUD WALL SEE PLAN AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD O NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO UFT, SPLICES IN BRACING WIRES ARE NOT TO BE PER S *----+ PERMITTED, EE �` O tv- SECURE TO SLAB w/ V200 x 2-3/4" EMBED HILTI TZ 0 48 as OR .145 0 POWER DRIVEN #10 S.T.S. 2" FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING SPLAY WIRES w MAX,, 2" MAX, ACOUSTICAL CEILING .W.., FASTENERS 16" oc: ALL TO BE WITHIN 10" OF PANEL WITH 4 TIGHT TURNS, MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-V2 INCHES. HANGER - SPLICES, OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION (ll OF THE FORCES ACTING ON THE WIRE EXISTING SLAB ON GRADE , O SEPARATE a P CO i SE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL +� UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, f i SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER TO HANGER knith a _µ A%O%M 111% oth ow 9ft n �y -. tf , WIRES USING CONNECTORS. i 9. WHEN DRIL.LE DAN CONCRETE ANCHORSSHOT-IN o R ANCHORS ARE USED IN: N .. FE D (D" ' 0" N D I P". AT WALL .REI FORCED SCALE V2" - 1-0' 24NA"Mo SCAt E: 3" = Y-0" [47'aff SCALE: 3" = f4r _ [41 C [ 1 y CONCRETE FOR HANGER WIRES, OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, i OUT OF aY tid 2 MUST BE FIELD TESTED FOR 440 POUNDS OF TENSION. SHOT4N ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT -IN OR DRILLED -IN ANCHORS FAILS, Q h 4 ALL ADJACENT ANCHORS FAILS, AADJACENT ANCHORS MUST BE TESTED. N v 3- 1 VZ' <9 GA. STAPLES OR V4" DIA.; SCREW EYE ll o 3- STRONGHOLD "J" NAILS ATo 10. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL EACH WIRE LOOP FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 4 TIGHT TURNS IN 1 V2" ADDITIONAL CROSS 11, FLUSH OR RECESSED LIGHT FIXTURES AND A!R TERMINALS OR SERVICES WEIGHING LES5 r RUNNERS WHERE 25e<t THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF HEAVY. DUTY GRID GRID OCCURS SYSTEM BUT IN ADD 1/2 GRID DISTANCE MAX. ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA SLACK.SAFETY WIRES . TYP. TO BRACE WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ,1 4 DIAGONAL BRACE ABOVE ALL 4 FT. X 4 FT, LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER HANGER WIRE WIRES '0 8'x12' GRID MAX 3 TIGHT TURNS BRACING WIRE : SEE h/- ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES:WEIGHING 56 Ca BRACING IN 1 V2" - POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN. 4 TAUT 12 GA MAIN RUNNER, SPAN WIRE WIRES EACH AT TO THE FIXTURE AND TO THE STRUCTURE URE ABOVE REGARDLESS OF OVER 2,50D Sa FI THE TYPE OF CEILING GRID SYSTEM USED. BLQCK OR RAFTER_- ASIDE ATTACHMENT THE 4 TAUT 12 GA WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 411MES THE WEIGHT OF THE UNIT L --- 2 JOINT CUPS AT EACH .JUNCTION OR V4" DIA, DRILLED HOLE (SEE - NOTE 6) a — CROSS RUNNERS 12. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE. DUTY GRID EQUAL 0 24" CTC. SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA, WIRES C' EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE MAIN RUNNERS 0 G : SADDLE TIE 12 GA HANGER1a SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES ,WHICH - 48" O.C. V4" DIA WIRES 0 PERU SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE � SCREW EYE ABOVE BY A 12 GA WIRE SPRING CUPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER HANGER WIRE 12 GA VERT. ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHTR FIXTURES ARE 8 FEET HANGER WIRES ,_ OR LONGER , 4 0" O.C, MAX, - HANGER WIRE M NNE01IONCD , . $ 1�4TI'Q � CIYPS 14 SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH CROSS RUNNER CI HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF S PP , U ORTING 4 TIMES THE WEIGHT OF THE FIXTURE NOTES, 80 MAX. OR V4 OF LENGTH OF CHANNEL 15 LAY -IN CEILING ASSEMBLIES IN EXIT WAYS SHALL BE INSTALLED WITH A MAIN : RUNNER OR 1. TEST SPLAYED SEISMIC WIRES TO 440 Lbs. C : {SEE NOTE 2} ROSS RUNNER SURROUNDING ALL SIDES OF EACH PIECE OF TILE BOAR© OR PANEL OR - 2 TEST RANGER WIRES TO 204 lbs. EACH LIGHT FIXTURE OR GRILL SPLICES AND INTERSECTIONS OF SUCH RUNNERS SHALL BE a RALY EMBED SCREW EYE THREADS (1 V4" MIN) IN THE DIRECTION OF THE WIRE ATTACHED WITH THROUGH CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH � 4. ATTACH BLOCKING TO RAFTERS W/2 -16d EACH ENDao► . BENT TABS OR BY OTHER APPROVED CONNECTORS. EXPANSION JOINTS SHALL BE PROVIDED Lo IN THE CEILING AT INTERSEC11ONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS RIDORS AND LOBBIES OR OTHER SIMILAR AREAS. 16. GYP BOARD SUSPENDED CEILING SYSTEMS, SHALL COMPLY WITH TITLE 24, CCR, AND GYP Lu¢ CD BOARD CEILINGS SHOULD NOT SUPPORT MATERIALS OR BUILDING COMPONENTS OTHER to d wmi .0&0 amTHAN GRILLS LIGHT FIXTURES SMALL ELECTRICAL CONDUITS SMALL DUCTS AND THE LIKE �' •• ALL SUCH COMPONENTS SHOO �► >QC NT LU BE SUPPORTED iRIIT-TORI DIRECTLY FROM MAIN RUNNERS SCALE NjqkAftamoSPAIC SCALE 3' 1'-0' [41 SCALE 3" _ T -T [41 �C { ONE OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS. NO VERTICALI=.,� •ec ,� LOADS OTHER THAN GYP. BOARD DEAD LOAD SHOULD BE APPLIED TO CROSS=FURRING.. � g V as co n 17. SUSPENDED C N i 8 MAX... ACOUSTICAL COUNG SYSTEMS SHALL COMPLY WITH T#TLE 24, CCR AND CBC sy O 12 GA, HANGER WIRES SECTION 808 !II 4-0„ Q.C. MAX (MIN, 3 Aft �t TURNS IN 1 / 18. 1F EXISTING CEILING HANGER WIRES AND SPLAY WIRES ARE TO BE REUSED - � 12") E THE FOLLOWING _.. 11/2" TOTAL TRA CONDITIONS MUST BE MET; ANGLE 3/4 WIDE x gv u #12 LAG SCREWS 3/4" MIN: C A THE GAGE AND SPACING OF THE WIRES MUST COMPLY WITH THE CURRENT APPLICABLE 13 GA - CODES. fil- ..�- Miff. OF 3 TIGHT TURNS '` SITS. B. ALL. EXISTING CEILING HANGER WIRES MUST BE FIELD TESTED TO 200 POUNDS IN 4 TIGHT TURNS IN 1 V2" #10 S. o TENSION. - RUNNER 4 x .� BENT PLATE x 1" x 3 12 oc f - C I " " ALL EXISTING SPLAYED BRACING WIRES MUST BE FIELD TESTED TO 440 POUNDS IN .- 7/8 X 7/8 WALL TENSION. -' MOLDING W/#12 1'`—'----- SPLAYED SEISMLC BRACING SCREWS 0 32` c* D. S GN F WIRE - O.C. SECURE TO It BF�iC CLQ' OR EQUAL ACOUSTICAL CLQ PANEL PU G O NEW WIRE TO EXISTING WIRE WILL NOT BE ALLOWED. ; STUDS TUD SEISMIC INSTALLATION REQLAREMENTS FOR SEISMIC ZONES D. E A D F. a FINISH TO MATCH U 4 _ .. ANGLE 2'�t2'SN T BAR CEILING „ MINIMUM 2' WALL MOLDING OR 7/8 WALL MOLDING PP V LD G WITH A RO ED CLIP SYSTEM. OP -TION I.f GRID MUST - - US BE ATTACHED TO TWO ADJACENT WAILS OPPOSITE WALLS MUST HAVE A 3I4 CLEARANCE #12 LAG SCREWS 12 GA HANGER WIRES FOR INFO. NOT NOTED 8" MAX C4-0O.C. MAX(MIN. 3 ENDS O MAIN BEAMS AND ROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SEE , SPREADING cc TURNS IN 110 w z x `a ra m ai cti _ HEAVY-DUTY GRID SYSTEM. v, e� a PROVIDE METAL4R 2 TRUT 1 �, : ... ... S •a CEILING AREAS OVER 1,000 SQ. FT, MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID - -� 314" MIN. CLEAR GA WIRE TO PREVENT LATERAL :. � BRACING. SPREADING (SEE NOTE 5) I . CEILING AREAS OVER 2,500 SQ. FT, MUST HAVE APPROVED SEISMIC SEPARATION. JOINTS OR . 1" WIDE x 11/2" x 11/2 x i2 GA ::. ; _ ; FULL HEIGHT PARTITIONS, 3 TIGHT TURNS IN 1 V2' f ; , .. a... , , �. MIN. OF 3 TIGHT TURNS COLD ROLLED ANGLE -�-»- CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS say #10 S.T.S. +t� - .. RUNNER AND OTHER PENETRATIONS. VERTICAL HANGER WIRE II ACOUSTICAL CEILING -..,� " _� .: _ a # d CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. PANEL 7/8 X 2" WALL- l MOE.DING WI#12 _ to CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND i SCREWS 0 32" � ACOUSTICAL CLG, BRACED. O.C. SECURE TO , FINISH TO MATCH PANEL SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL. INSPECTION. , STUDS _ T BAR CEILING L PERIMETER SUPPORT WIRES. . OEMON Imamry • p L I "P"mrt ION POSIT/w10 WE JoiNT"AT WALL SCALE 3 - 1`-0' 4NDEV% ORT _ SCALE 3' - f -0n [41 (Domps SCALE. 3 - T -T [41 SCALE 3" = T [] -0"[41 EE 1L I N- NOTES: { L ....:ILII ............. 518" GYP. BOARD •- -- COUNTER PER SCHEDULE CABINET LOCK ° zzy R a PULLS WHITE MELAMINE INTERIOR PLASTIC LAMINATE DRAWER 3 ° FRONTS -SEE FINISH SCHEDULE ut ° 1/4" WHITE MELAMINE BACK R REFLECTED CEILING PLAN z° b CABINET NAIL STRIPS 1/2" EDGED MELAMINE DRAWER BOXES PLASTIC LAMINATE BASE ~I ° ° zzy R a ° CEILING FINISH PER ° N R REFLECTED CEILING PLAN z° b 75 ° ° 5/8" GYP, BD. EACH SIDE, TYPE W AND/OR a o SOFFIT TO MATCH CABINET N C'\l MOISTURE RESISTANT WHERE OCCURS PER PLAN e CEILING FINISH PER N R REFLECTED CEILING PLAN 75 5/8" GYP, BD. EACH SIDE, TYPE W AND/OR SOFFIT TO MATCH CABINET MOISTURE RESISTANT WHERE OCCURS PER PLAN MATERIAL AND FINISH PER FINISH SCHEDULE USE R-13 BATT INSULATION MATCH REVEAL (E) E L,? ' ' UPPER CABINET MATERIAL WOOD STUDS16" O C SEE E P LAN FOR WIDTH AND FINISH PER FINISH 5/88 GYP, BD, SEE FINISH SCHEDULE SCHEDULE CASING ya ADJUSTABLE USE SEALANT AT JOINT "i , SHELVES00 ` � Q TIMELY FRAME I' HEAD PER SCHEDULE POCKET IR HARDWARE - WHITE MELAMINESEE DOOR SCHEDULEco INTERIOR CUP FRAME TO HEAD/ JAMB Ul DOOR - SEE DOOR SCHEDULEy c�Cd t'd DOOR FRAME (BEYOND) 0 Vd CABINET LOCK co •,� "Mi DOOR- SEE SCHEDULE .wcd AMEROCK BP865CSGI} SATIN NICKEL. 3" CABINET PULL V) p t,. r ., w oN a - 3 U — SCALE f-0" (410 SCALE' .. C K E T *'O 00 L R H _ SCALE 3" 1'-0" [4] i INT OR - vy - << o U��yP ,n 0--p 1pcl Q V PLASTIC LAMINATE �--- 518" GYP. BD., SEE FINISH SCHEDULE 5/8" GYP, BD, SEE FINISH SCHEDULE Q COUNTERTOP AND I reser eQrM eeu ni WAIF CASING C;ASINC1