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HomeMy WebLinkAbout10149838.pdf. I a 6 0 . I 11 I mWanam I � INMENIUMMOMMEMM � 1. . . . 1. � - � 1. I , . I I 011MMMMENS"Im"am � .. . . . I I I I I ,, 11 11 I . I PROJECT DATA I I CUP, REFERENCE NO.�$ DP #2003-29R I I . . 11 I � : . � I I I I . ER #2003-111 ' I . . PROJECT ADDRESS: I CREVIER BMW P.O. Sales & Parking I SA13IN MASTER ID #200347.920 . AU: .L . � . . 1. . � I I � . I . ' I . 1943 F. Edinger Avenue . I � I � � - .. 11 I I I 1 5 � � Santa Ana, CA 91,1705 REDEVELOPMENT PROJECT AREA: Souffi Main I � I- . I . . . . � , . I . .1111­­ � I ­1 .111, ­ ­1 .11 11 0 ITE .1 I ­1 ,_,� ­­1 __ �­ �­ , " ., I I 11 .. . . ,, - , .. �%_­_ . . 1_1 - ".. ­, OWNEF, Donald J. C-revier A� 11, --- - I � I I 11145� I � . . . ,. . � VA COW 1% I AUTQ . .- 1 .1500 Auto Mall Drive If .__ - W_ - . _.,N� � I 11�� I * A � I Santa Ana, CA. 92705 � I \1' Arp—M . . I 1, . , I �i I � I I I A � ­ I � � . I . . �. ) 1 44 . . . � I I .. I I I .� I . , : ARCHITECT: James R. Harris, AIA . . I . , I() I f34St5 : I . . � . I r 1� � � I . . . 1; . HARRIS ARCHITECTS . I ol I .1 � I � I . I . � OMR -AVE, - . , . . . � I ' . . I ; ­�� , ,.�. I..., 1111.1L . 1 2120 Main Street', 3uite 230 1 I Af!_M� . A�l : . .. . � . I I . , , Huntington Beack I CA 926,d8 I . I. AM gob oi. � l mm .. � I I I I I . � - . I . 714-536-0300 / fax 714- 1 960-9394 1 11 I � A"'W& ,0004& � . . � . Iddemuft . � . I . I � � . I cl" i 14 . Lst, (NNW^ 'Ic i . . � I LEGAL DESCRIPTION. � Parcel t, portion of Parcel No. 2 and portion of Parcel No.3, per ...'11111111h, . I I r I _V . . , M �" -,% 1- . � map filed in Book 29, Page 36 of Parcel Maps, in the Office of the. A011 0011% I � * Couxrq Rec I order o I f Orange County, California. : ANNOW I W —I r; , � ; I . . . , 1vor 1% IWOW IL I . . I ; . . ,� I %D - VICIN ITY U4P. I '' . . 13_7A . W I I .. 16 ASSESSOWS PARCEL NO; � APN 402-102-05 � I --- — 11IIv1WWNNW9M� I . Mrs. , I . I . I . I . I I �­­,� ___117�0011910­ �, , e . � ,� "I %---�_. � -,� , __� � - � . I � � � . I ­1 . . I I LOTSIZE . : 2.54 Acres . I �, / � . . I I �� I � (f BASEMENT PARKING � . . � �, � � � . , I . I ik . " occupancy, Type 11 F.R. construction, sprinklered. Per CBC Table 5-B: N I ""j I Actual Are- ')OTY) � r � I . � :11 0 ! f --I- i 1. I 94 J, 0". 11A :�". I .1 _ �, -,; ------ i Liv- �1' Z'_1 7,L'I !� / 11 ' PIIJ MING DIVIISHM" . � 0,0 G — &,L vf!] 11" ___,__,_____ r T S_:,.&;"1J,;____ � C�,p��,__�,T-!4ff---,Zc�,1,!,��—,,-A-R,�4 — INSCK ACTKN 70F. _________-____,­ 4____11% Landsra, c, Pb,ns Req'(f,­ Ylb'& , ", � , V­­­_­__._ PLANNII, �_A�,�_ 9,__'*+t_"._______ - ,),I���'�,��,,,,—�71,,=�L��-�$,,�---,-,-,-,-.�---�- Tf-,'j.kNISF.r�,'s'�.R,---D'��'v�':---�-,---,--,---- D9rE,____ __,____,­—, PLANN,,TN(xF!'i'�4'ALR,',�QUIR,r-.D-yi�,S—�4()-X.� C0N-fAC'I'__,____, A C011FrAA__TP1i0NE (714)667-2700 oir Si'JBJECTTO CONDITIONS BJELOW: . . ,1-' �_-,a4� tf =__ ­ 0. a-pre_�_._­ 11, . . 1� /_ ',,,.e I . I 1. . . I ­1 � . I .�. 11­ I ­.­., 11 I ­.. ,., J�F � . , I I . ­ I � ­1 --,--- , ,I . i . I , . !­­­ - Z' A6 -044:� �_-_ . 1:1 - , - I Allowable Area-, 36,000 s.f. x 2 (sprinklers� - 72,000 s.f. .41:51 .%okay. I , � . . � , - ­,-, ­ , , � . ..... . . ��Vt - ��F , --I - : , �' yt . . . 11 — . I �_,) - __ -1 --,-"-. .. 11­ 11 - ''.. ­ , " " � , "."': I . _._ "'� . I I - -.1--,", , , I-- , .1 I ­11.­1 ­­ ­1. ­­­ ­1­1 �11­7__, ___, 1112 � . 'I- —1--__ -..".- � I . __� . � 4Z.r;t'2,7% � � _ 7 ""' -1 1. .. :._.1-1­­ �.11�"Il.l..-..-..,.�,.�'..-.,..����,�'.. .. . I It . I � I \ . . . .41. � .1 . I ".., �. , 11 _7 -1,17... _.._ 1__ - .. ". _ . I 11 I �..) 1_0- - . ..". _ � .. ­ ­ ­ .I..... ­ ­.­ . I — . __ _,""'", , ,_­_ , _ -, � � 1;011 � I � . . I _... I � ' � ­­­ ­ ­_­ ­1­­-­ ­­­­ ,14­1­ ­­­­". . -, " .. - _� _:, ­�­ - - � . 1 ,�-�—____��4__",�,� , _ -1 - ­ I -­­_ � __ _ - ­ ­ ­'_ ... I �, . . . , 0. __ r,6� > OPEN PARKING GARAG E �, , i __ ­:�'_ � ­­ I—. ­11 I I—. � ­111. I I—— � I . � + ­ I -- . , I.- ­_ - ­­_1 11 ,, 5-4 occu Type 11 F.R. construction, spriMered. Per C13C Table 3-H: �, I . I ,,�K -_ - - p lEjZ37 -----.--- — ! - � I . , .1. : , I _ � IT.. p C j . 4 , . , fta I , 't . pancy, I;, = I i � - , _., - . . I �: ­­"..... � I It 11_��___­. ­­­ . ! '� '��, ­1.11 � - W - � ­­­­­___� ?_ I 0 � � I ; I , 6� IT 914 t W/ M l.P14_'_'_5_.,* _____ I " Actual height: . � � 5 tiers I I 11'�, . . I ..& I � 1W -1 . 'i ; ; 6 . - el��' " . __� . 15 � ____ �=:I_ --- �,, 0 Allowable height. , 12 tiers .%okay, � ��. �1 I I : . ...:FRW�,e-11;�_ L6 4491*"�t_ . . I ,� 11 I . �_� . I I i - t It I I I I 11 I I I �, � � t . I � � t 7 Jn . - . _- - -_ I � 11 I I I I I 4v , ­ - r-1 " I . I 1�1 11 . * I . -[.� - I ­ A %3 44v . . ­ . 11 � � ­ . ;, , i ... iii . � I � � . � ­,­1 � I . 9 - 1. � I I J ''I � ­._ ­ ,-q! - _Ie� - - 40e . -3c:�,_!: .- - I �. I ­­­­ . - .� I I --- it.. k . i I , � , I . ­ I t r,,O-� I (,�.,!! - I \, . - . I Actual Area Tier 1: 39,131 91 . : ____ - I 11 - - -- ­­ ,� , � i � I I . I I —, ­_��_­._ # I � I" , -� ;7�� �_ I I ,� . - , , . � 11 - — - - I—. ��� ­ . . . I � . __7 . . ­_ I - � , I - I , ; 7— �LT__ . . ­- _____ - ---.I— I ; I , . I - ��� --- , I � I . I v� Allowable. Area Tier 1: 125,000 s.f. .3151 ..okay. - ;'� . .1 .1 , , I I - - �11 ­ , I ,_�'t, I . . . . . � �� . '. � I I . I , , I �� I I . I F � . I - ': � � __1 * 11 I I I. --.-,..-,- ­­_ I I ­ I __t­�� . . I . I I I I I . � . , � - . I I . � . . . '.1 .. . � . . . I . ! ­­ I � � / � I , . � 4: � �, � . � I I . 111. -1 ­____ - I ,,,, I ­ I . I I � '�� , I , . . . I k � I - , I . � ; � : , I , � I � ­` f — , - .1. * 1� o_ I �: - I ­_ . k — ­ ­ I =- -- - -­ - 11 , , � � _ I 1_1 , I 11. I I . I . I I , �!' �__ '" Actual Area Tier 2: . � : " ��; - : ,�� 1�1 � 11 ­4 � I I I'- . I i I 7_* . , � I I ` , I ., . � . . . I - 1 38,784 s.f. , , , q�, '! - I - -, � . � " m � 1. � , � �. . 11 I - - ,­ _. . . - , , .:� i , . . , i � � , i I ­: I , I � I � . .: � - ,,,,,.,,, 4����,__ , I ­ 11 % ­ 11-1 - , . : I - I'- , I . :�� . I � � C, , 11 _ ,. , - ­___ ___­__!!_iM,=_____, ­ 1.11, " ­ , I �___ � I � . I " .; , � . ! � - 4 ____.��Ml!�_4 ._­_.­_1_ ,1, , t I : I I , — 11. � --- — —,-- --r—t— iLL_�i__ - , 1, � . . 11 11 , � �_: , , , , , - , , . . � ___­___.1__ ­_­­1____.1.1 __1 �­ � � � � W : _--t!_ � .. � , ) Allowable Ax�a Tier 12- . 125,OD09J. .31S 1 .%6kay. . 7 1 I ----��l-."--,,—,-,----r"-,---...---,�..-- . I I . ,I / . .", �,:,, i - i � � k -_t,_­._ i rx. � 11' . � . k , I I . . I I � ­­ , , "'' , ''I . i I . ! . I I I � , , I ..- �, I - � � f I 1. - - - , I .,A�, � I � I � �� 4--, ---­;� 7RAl' STRUrCT M� 5 -4 I I , I � . 11 , . I � / ­:­-, ,.� � j� ': � I . � : . I I I ./ � � I **,",)��. S. . 1 4 t . ­ '_ ... ; �, .� I I � . ­­-, I A \ Actual Area Tier 3: . 38,784 91 -, '. � " "', � � , . . I -_ -1 �'J , ; " .. I . .,-',-,. I I - - I 11 -,.� _ ,�) W I � � - . If* i �____ � ""', ... � I I � I ! I ! : I I . / 11 I ��,-,�; � + ,T�E� Wmow4iwef. , - r I I � - I � I . I i � I I . A I., - - - I � . I � '' I I . p' '. I ­ .11 ­ . � - � � I . I � I � �, m � - \ Allowable Area Tier 3. 1 125,000 s.f, .3151 ..okay. . I � � � . � � . � . , r�'. I I I ,::- ;�-7 * -.* -*,A_ I .­111 I ; I I * �'i I-, , - � . ,_ �:� �� � '. \ _1 ... T . , ; I I � � � I I I . I -1 . � TQIS�Ay-*4ce.o� "w4 I )A 11- . , , * . * , - I . . ( � � , �z-� � � � I . . 1. I � " I , � I . I . -I . I � . 1/, ,_ � I ­ I ,ell : I i , I � : � I � ­­ 11 ­ MUM R-A . � I �� � . OA&IN. ) , I li : � , — .:,��-C_ - I 6�i� ,;4 r � . � . , C ; . . I � i Actual Area Tier 4: . . . \ � . I /I I � . 38,784 s.f. .1 � i I . � Z � . 1 _�_4� V / 1, -,- - I - -_ ( Pn.N67­TQ,4._.,___ =.Na. 1 o �� I . _ � ! I � . - * � I .. . � I - ­ _____­ -_ ___, I , . I , � t : I � , __ . ; . I I . 1A - . ; ­ . I � In , I I ­ I I I 11 11 - . " 1 125,000 s.f. .31 S 1 .,.okay. ' '! � ; . I 1 / JI I Allowable Area Tier 4: . . I I i I I - , . � � ­L_/ _/ L, & � I . " . . I 1. � _­ . � I I I I I . . j� r i I 11 � I � � . . I I I/ r J . . , I I - � . I i 11 1� , I � � � , : . AUTOMATIC FIRE SPRINKLER SYSTEM \ . f ; '1� I , � : I � . � I . � o i � . I : I -� H-C_.P&,g4 N.(-�..,,_�_­ � / 04 . . � . . � � � � ,� � � _ � Actual Area Tier 15- I � . 1 9,696 s,f. � P . ; I � I i � I ; :1 , I __� � I . � I � Z I � � � I Nf ­­­ , �1 � � I . � I I I � — azoj ; , - !-S � ' I - . � � e � � I IT"i � � �, I 11.1 I., _­­­ _ . _e(., � ... 1.4, ,-- - - _� I i I I � .� I I ZA Q - , � This Contractor shall be responsible for desi submittal fees and securing approvals from those / Allowable Area Tier 5: 125,000s.f. .08:51 ..okay. I . � 11. , ��, - , I . . . I I : � 1"i I � . I , 0 J17 = gn, I I � �, : i , 'I I I '; . ­­ LA I I/i - - -W , . ­ 1 -174" cz . 1 � f , I . I . '. " I �i . : I ! .-FLOOT, - . I ­� , : .. . 11 " I authorities having jurisdiction over Automatic Fire Sprinkler Systems. . I N 1 ,Q- - . �= ----., � I I : . � , � I . � . I � . � - Total Building Allowable: I . . ) 'I I ; I I 1, ,,�,, -, 1'..', : ­­ - I -A,­---­-� I I I . . . ; I � � 1�1 I '' - I I , I I ��-W �= I . I ; 7� ,.�.� . , . , "I ! I i . �­ J 9 I ,, �: �� I i ; ,'I I . I . . . I I � � . � . - I ! ; I I. ­ � . � \ . S-3 basic x 2 floors (Sectfon504.2) x 2 (sprinklers) - 36,000s.f. x 2 x 2 - 144,000 s.f, * � * , .. . I . 12 - � , I I This Protection system shall include all necessary equipment to adequately protect the building and . � ! I ­1 11 , , � . ; ___.— . - ­1 t � �I� I- I _ �el -1 ­_ � I ­ I , . I � _r__e , - i � � . ', . i 4, ­t-1 I - _�M_ 0- S-4 bask ,') flom fSerti., RIM 91 - UR (O'le f x 7 - 25A I'm s f 4 : I . � I : . � . � . I 1.� ; � � . .�11 � �1'11 �1,, ; . i A_ I . I I , , iv its occupants. Supervision shall include direct transmission of alarms to a monitoring agency . ' I - 't " , , . I . I � ,� - ; I : I . � � . " " I . . ; ! I I : : I ql I I I . I . ______ I Total.Building Raft' .- .1 ' I I . I . � I , T,- I .� 5 I I ! i I I I/ I I I . I f 11 (S-3 achW/S-3 allowable) +(S-4 actual/S4 allowable) 1 1�1, I � ! I , , ­ , I I., . . . I r1:4 I : I I I . approved by the Fire Department Plans for the system shall be approved by the Fire M: I 11. . I , - I - -1 I V , . I i I _,1.4e,._ I � , other governing authorities prior to the beginning of any work., ' - . I . I ; r'll - ---,---- I 11 � I �; -= �, I , I . . � I ; 1�� i , - � - � � . � V 1"', . t � '14 , %'614 0 i I I � . PERMIT '. I 10 i . ,: ­ ,,-., �?u 1 Lo I W <�,o I ­ ­ ­, �1 � . � � , . . � I , - , , �q I I .. I �",� I : I I : _­f� ­­­­ - ;, �­ --- I - B' OG I \ (29,32291,/144,ODOs.f.)+(165,179s.f./`250,000s.f.)=.20+66-.86:51 .%okay . , , ; '_ C9 - .gT I " , . . L I . . . �44 - $W-46I.- ___11_1­ I I - I - I ...... . ­111.1-111-­-1.1 I . . � : . . I I � - I 1. �0 1 , � 7,." � 11 I , I � " i � �,� " ­0 , I aq�R � W, I , . .. . � . I " � %., �, I z C� I 11 _ . .1 ,� � I .i - - . 4 1 of . it I I I ) � I I - " , � !�, " I , I'" � Z, 1. I I heads in finished ceilings shall be send -messed type, in t-bar ceilings, sp r 01a a � I . � �: - ,,, __ .. I 11 . P � �� "' ,-, I . . ,. : I .." I / 1� SALES & OFFICES I A � I & �,:_­ . )�_1_1 . All s I QJ, . 7_N�1rFk_<4;WW_LEE_ - __ � -I' %A_Ra!� . ..... . . prinmer . I , � I . I'll , " , .111 - : . ; - ­­$.­ �__ .- .';, . I B Occupancy, Type 11-N constraction, sprinklered. Per CBC Table 5-B: � : � I � i � ­ - -"% . " 4 . I .1 I i ,-, � � , , , � _ - 4, I � . shall be centered in ceiling tiles. I I 11 .1­ :1 i �";, : - - , : i � I - � 4 i � I ­ , , - I __­ r" I , - 14-0.- 01E N IL KfW_ I I IT t . I . I . 11 . I 15 _N -1, , ", _._ 1� - _ � . I � I 1� -,:-,. 17_1rA6*Aa1 TAIZP�*_.__ . . P-1 k i . Actual Area Ist Floor: � 4,970 s.f. . I I I I � 1 � , : . : . ­ PE, A! f 0 ; . � ­_ AqvAoUr4s- - -_ - "I I f - 1� I - 11 ,r-,- _ . i__ I � . . -- I ' I I I I : �_ - __i� �.x f - w -, �­ ,5 I , , ),�!, : ,= � 11 I .f- W . . � 12,000pl. x. 2 (sprinklers) = 24,000 91. .215 1 .-.okay. T � : I I .1 . _ . . . . . . . . . . . . . . ­­.­;<­��4!51 1­11. � I 1­11. . I I I I . I � 1--­ ­­_ _­�.f_�_" zz::? ;�:___:� __r �,___�:, � Sprinkler heads at showroom shall -be "Phantom" heads centered in ceiling tiles. "��ef_ , , -_ ­11. i 11 , . I � . � . . OCC - I 3 I . � i I ,,�:" , , . ! I I � � 11-1 N � G �u 4 1 . . I . 4 , I - _e . -),-.' . I � I , , . � � z � "I" ... I ; \;, --- , ,�W:- e � ­­ ­ � ­11 I I , , . �� _ - . I . � _--G Allowable Area Ist Floor. . I . - � I , , � I , , - '4W.&J�ti4�.-'t-t1i -- -1, .- - NAQ�!�� � . - . . .11 I I . . . .1 1 I . I � I . � �1 . - I �' : I:. - . - I 1Z;5W �___ , �_ _1 __ I ,1 I 11, " I I I . . I 1, I � i I i .� p " 1� . - Actual Area 1st & 2nd Floors. . � 1 6,824 s.f. . I I 111) - �- - - ,Z,., - v I ' J ; i 1. 11, i, . ! ­ - � .�Wpqp.04_ _1*ATt__1_­­­­ 1-1. I I . . - I � ?� I _.__­.,­� . . a Location,of detector check valves, post indicator valves, risers into buildin& alarms, ette., ... E_ , i ..6 I k . � � � — , - I I Allowable Area:'12,000 s.f. x 2 (sprinklers) x 2 stories -48,000 s.f, .14S1 .%611�#,- �, 1 1 , , , , I I i .- - 41---6wiao.�r-Lowl--rof.-Z;�,r,�--,� , I � I � , . 1. � . 0A A I L� .-- - � � I I . / . � I � � . I - I i I ". "s . . , 41tZ_Z:Z,+. � � I I - I ; I submitted to the Fire Marshal and the Architect for review prior to installation of any of � ,� � I �� I I / z I I � , I I � � I .... tl i �� I , I . . � I I C 1--rif N ':-7 C-` C) I �, . � .i I n. I � I r i ' I 11 � � * , I i A / - . � . � ,/ OPEN PARKING GARAGE J . . _" I � . I I � I � 11. - � � . I i I � . � " i t - _ -, ; i . I I items. . I I . :1 , �­ - , I . I I I I I �;.,�,' � , . 1i I t:� . � . . I I Per CBC 311.9.2.Z openings for natural ventilation are required as follows, ­�' � , I ,� ; , , __ - .. I I � I � j._,,� . . . . . F I CO) 0 ED - N , --&f t . . � . . . . ! , I �:Z , - I . � . I . I � I d - � I _, 1. I ­ I , , , : "I - , 11 . . . `­,'�,' ,,��­� �_ _-, "I.'' . I � I I 1� " I I'll I � 11 I I .--" ! - I I - __ I . . I . I � * ' " ill. ;�, � I I I , : : t Lx ' 110:- - , t.6X' f -�­ , - � � . 1� Area required per tier. 20% of exterior wan area - 2 (126.71+ 301.71)� 0�.�_x,�­' . I . :� � I I �1. � I . Q . t "' g- QQ*,U(--/-��'...-�-60,-.�---C-oi7a-41E-:.,�--l-M�p� P,,_��.vv_-Saas I . I .111, 11 , , f � ,, s. t k I i i Aggregate length per tier: 40% of perimeter len = 2 (126.7'+ 301.7) x A - W I.f. , I I . J I I . . ) - . N, I . . ,,, "I'll - 11 li . gth I I '. ; �'. I I � _ - , j - -tvii 1.11, �_, : . I I -1 � i -1-- i r! I I I 11 I I � : ; . � 4 .- , ,� - � I " . . . : . tw 1 17 . . ._O� ­­­ I . r 00 �'Kf C EIRIT i R IRE Q'D ' � � . � . I . . I i � ­­ I I I 1.111- Q � � � �, LOOD ' -1 . _5 I . � a _ w I '. 5 � _ - � 4 -5. ,� I I - 4 - ----- H, __ N_t _� ____�).�� ... I , I ! +,,�, .. � i : " I � . I I., 11.1­ , _'_ 61.-, - -_M'-tC-tz-.W A-U---------,------�--,.-�1--l-�-1.1.1� . ,- - 1,932 s.f. 348 I.f, -okay, , ; . ; , 1. —.­Her-5TWP1 - I ,,) Ground Tier. I � \ . � i �:: . %, ­11­v44_ . _'.V � - _­____._____,_ : �_,�. I — , . -- I . - QW - � :­ .11 -1. ­11'.. ­ .. , - � �� - .... ____ I � - __T i '---- —­ Jf Second Tier. .1,723 s.f. 348 I.f. .%'okay. . -11 � .1 -_ Mr. , , 'F 1 -2 6 � � I - _04..,5�1 _ 1_4 (Z , , � I � .t­ , , .1 I I , i ; I I �� � , , . __ ,11 W_ N , - [ I 348 I.f. .. - 1. 11 4-1-1- ­ .. " _., , - , W � cxor.,. _ ,.- I .okay. � I--.,-- I I �F ..t— ­ I Third Tier: 1,723 sk I 1� ­ .1 _f I � .0.4 � MICROF1 i � " � . __ 11 0 1 � �. �`11� � " 3 , . � � --A . I . I I I �,:�, . I _­ �, . � ! 1, ,%okay. . . .... "', � . I . � I . 'r- , ­- , : , Fourth Tier. .- I ;� -Is. I I -_�_ 1,732 si. ' - 350 I.f. " . ' - - I _ , - CWOP- .!:. �." ­ . . I ,_� I ­1 .....­__ I - " � , I � I � : ! I I �­ __ . � , ". � I — — . . :� . _1 I.. . � 19- C 'I-.--(-. ­ - ��__*_"__., ­_ I - - I . I �11 - A I � I � -::- - ­�___! ­­ -- =_--."=_'_-­=7_-_,­�_ 4- ' ­ ­ � I T I : RADIAN BA IMEER @ ROW-7- �_ ­ � , " . __ --- ­­ 1. I *1 Fifth Tier area required: 2 (62.71 + 150.8) x 9.5'x .20 - 811 s.f. ­� : %_ F�7­77-7-7�---­Tt "'-,-"-'- ­­ -- . . , i�= - __,;,%_ ._­_­__­­­ , , � . , , -----------_­ \ 0 ��_ .1 I I , .� %, � � �. �� - - �!� �-_ ��, � � . ,_ ___ 11­­._­_1_.__�­__ _____��_____ ­_1 1� , I � I � I � � . . � � . ,� I �� 11 . I I ­ � ­ %i_ A 0 '.1 � , I ,W,!� I - ­_I� : I -­ �, � I I . , , , � : I 11 I , I .1 I , * I , I I ­ 11, 11 I . , ESIDE - - . .:� i ` . .`.� I , 11 _* _ 7 '', I 1, I 11 1 . � � I . .. � z," � �, " I I I . . 1. I � �,? � . ­;.Z I , - - ,,­, , 111 ,. .� . ��, , I �s. 1: , - � - , I I I . I I - ,_ , ­ � I ., I I � I ! ­­._ , ,�, 1- , D E %/� I Fifth Tier length required: 2 (62.7'+ 150.8) x .40 = 171 I.f. , - I , " _ I � . .i � � �",Z I I . � I ­ _ - ­*_Wq­�­­ I � . 11 R I � .11 I :I . : � � �.�­ �:: t I ,_11- �� , . I I .. .. . I " 1�1' ,,-� I\ - _�, ­_- - _ZV__ i .=t. . . h I I t_� 1. I � 1. : I "' . � 16 I, . I -1 .. .I---- - _�_=� 11 I _,_, 'I', ­ .1 , . . I � I I . � SCHOOL,- ) is- - I '1� "' , , - -< 4.. � I � � , � S HIC I . I �, . , I 1, � " * . , � . . I ,__;�K_ WiRk ... �=w-_ � I I Fifth Tier 960 s.f. 182 11 .-.okay, : ;� I I I I � �,_, 41t� � . �A � I . I I . I I ­> - I , I I -) I - . : - .. I : � *'.' ­.- ­_ - -_ - - - " -,-- -, - ­ , , - ­ - - " " ­ - . - - _� �_:,,.o.,y .. �.. ____ . I - I I . �A '. % , " . . I I - I , .1 - �_ - : .) . -­_ ____ I , � . . I - I - . _ _ % e�, Coll: � I � V � ­ I I -I- � 1 ­ ­­ I ., c _ __ , 11 _Y�RMNQ -, I . ­ :� - I _'.1 9- -� ", - __ , . 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I :, ; 4 I � ; 1 '. , "'on perrnlsv n� frofn ,%,e � . -�_ ­­ � ....... ...... . . 1­, . -1 I I I I - . allt;r Oils; w �3'a e ithout wfftz i� I I ; , ­1­1 _ � I ! I . ; ,� _t � � � L , . ' I . � I � I � : I . k . , I � - . � I . I ; � �­ i . I I % I � t__ , , I i I . ." L . ; � - . . L . I , , I . I I City of Santa Ana. ,- W*9��'Ll­­­­­ . , ! - I I � � : " IL' � I i . 1� . � . i I 1 7 _ , , 1 � ".� I , i� . I I � i . � I I , I;s- . il � '� � � � 6'L i . . . I:. . %1: I Z I I - I � 1. I 11 � � i i I I 1"o .... ; I I I � I ­ ­ . : � , 1� t I . , I . - . I . � . The acceptance a th! plan and specific!a"Nion", 'PiALL NOT I ;t . .. +1 � I *1 i 1 41 . � I , .--- )0_ � � I � . I I I � � = L, L I 1W , ! I f �_ " I . L . . f I A � . 1. 1: ,<qt c ,,q�q_.(V , , � ,-M, A . ft I f . 1 �,3 � 4 '�. L . +.= , ______ . � I . L _ , '' _____ , '' _____ _'',_____ . . ­ ­­ ­­­ 4 .. .1 ; & � !! , , , . . be hold to permit or � an approvaii of til,;a vi ajjo�,j ot an�, . � _ ­­_­__�p . , — . . I I i.# . 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I I I i . 1:� I � I i In_ ��,,d:�_ �_ 1 , � , 1­ -Rc -W, e, 5, - FL00f4/SaC-,&W ' tw CEIC ") ' 0 . I 1. I ]­;� ­',�_­­ L, , . ,- I , - ------- . . PLANCHECKNOTES, I � . .1 I i .. . - x 0 1 1 ,� ,:7 1 � "L ­ , , � , LTI , ST6M;7/_yW I , I I 'Ir ,� ,_,_,�i �, _ �J I i -�M - -- , _i%� lbov� VJAW4 ( ' li6j _',",J � I L 1. � I I . , � � , � .__T , � , I - .... I , � I A A - - - -W-L .I \ I , � _; � 4 , I " I I .1 � 1 ':­ ! � 1­11­14_1 "I L 11 j­­J, � -i — � . � �, V I �� i ;­ ,+ + ez,;� ' :-- I I " I I 10 .. , I.. 'L 'I' _ I ., � I I : � , I I I , ,., - I I I � __ 1"' . ­1 � _, - �. L I , : X IL I V � I `,.-j� I �. , i I 11 � � , � , i I I c �-J� .... .. J­1"r-'. �­'I.j.j�q­; i - . wx 0, -,,.. - ((.7t >' (�4 ) ­ 15�"I.��8 ' 'r-, OV-4' ' , + I I ' ' , �­ 111i i �� I � I L � I , I L .P y- '7 a. I � ­ % ) 'I �� ,. "I . . � I , , . I - � , � -) . � ent Notes - , �_tl ' : _- ­ ­�� � _ , . . _\_ � � '� 4:. , � I i i , , , � 1. , . _ ], . ,� I .O.A4 I 4- i Y, I 1+1.1 � � � t ­1­ f­ I I I , I I � :1� Police Departme , .. ­ 1.14 L-� �, -11 " ­­ .- -4 .%, 111il.l. t t :, 1. . ... _ _._ I � I ­ , , - . � �'�, ". � L: ,, U 0% Uj - :Z 0 .J a . , ' � , I / 1 WKW M4Y.i I— 5 L 'LL I . � L ,'I - 1, � _�, , I _� � I 1, _1,5 _�, �� I , - , IT Im.:11, ... I I - � -, . , , 1. L I � � � . , =� - I I I L " I - L , ' . L I I I I _ '­ " . , +1.1 . I � ,:�., "L��. I . I k I � I � I I 1 � , - 4(Dt-.� _ I I L I . .. I ILL ?I -1 - V "Ir ,�/Ml,;��_ , � ­, , � ! -11, 17'1�,'.' . L I ­ ­­ I - ') �` , - I - .: I L , , 1, 'All", ­­1,_f_)N1 . . I � � . ... 47 +, I L . � ­­ '�` "',"' � - I I .., I IWIX1, &", - 1,,1 '� T 7' , ,, ) 1�: _ � � �`� � "�'­ �, � ' ? I I � L I . I I . V A� L, I _ J I �'_ � _ _, -, , 11 �, T, _ICL� L;+,�_­ , , I , , , " , '', , - , I , , , � �, , 114.�. ! . t , i - �� 11, I_ -, ,;J­,_� -, 'L!- -t-j�-+�-+�-,I�--i��-l�,�.�II.SlI. 1. . I - ­-.1 I L 1­1 � .i __ i , t I � L' . . �_ .11­ I � i ­ .,,,,"'­, I'- `D'�`J` -11", L ­�, ; . - . I I . �� A " ­ - - ,`�'� " ,�,� � I �_� - . ., q, � � " -, �' f . � . , " . � I I . - - .11A4N, M_Q11 . �q � ! -%.��L-,-_ J1. 1`h - I ,-. , I . � � & , , 0 2. Provide Knox Emergency Access equ . I I I L �. I I I I � " , I �;`­ I ­­­ I ­ I WTI, 11 -11 .1 ­ I I . �` . 1_)N 1 - . I I � I U � ('r4p - � I . 1 3. AD pedestrian openings on the ground floor level shall be secured with gates. I �), , I ­ I '), +__ � t , � � + I �. ,� , .. '4 � , _ W � . L ,:, " _ 1. , , . . _­_ 114,4" � - I Iq : . 0 , I I . �,'' + �_� I _+ . L , '"f ' , � - +!! , _ , � ­ , , - .:, I I ;_L * , ,_ . , ,I- i� ­ . .. < .1 +�'! �, L� L'� ,- � ­,%,:%� I � _ il _ 1, - i: P� See Door Schedule � ; I . , "I .�� _ ,- I . ­ - < � ­��,=� ----- _��� � .."..". ­­,­ ­.­,.­­­. .... I . I . ­_ - � ' I have windows 5 inches by 20 inches. L ",�. L. �, L, - . . - _ I : L ': .,f,. " 11 _�SrF, I dt I _ . I � LL ... 2'� ­ ­ I , , i ; � ­�, ,.�o - . . . . . I . , _ 1. All doors leading into parking structure shal . ,�� I ­4 �, � � � � , - I � I � - . . I ipment for all vehicle and pedestrian security gates. I %;� L I . I Jr 11_4_4- I 'gov. _-q__._R,. -.t.-,%_$-. �r.,Vl ­ T1 1- - M Z () , , I : , . . . �: . I ! 1, I _LH i ... I .11 . - I I .11 � . � . � . I � . I ,� . ` � L . , � �. I � - . �; ­1_ I � . , "I I L I :, : I 4 ,: I- � , ", L; ... t"'.11- I .1 L I 1, / 4�, - I � . :: _� �_ ".: : r�'�.�_'� � � �: ;.""' L � " �, . 11 I �4_ L � " I . I Q UJ Z , , , ': - "; . ­ "L � I- -j­ � !'. _1 . � 11 __�___11 - , 4-_ --i-A-i, I , �, � �,?� / . �_ , , I ��L '� ��� :� � I, � t �,�, .1 � -�­�-i - / C/ Awl) � � W 11 ' . \ , , � .1 _ ` � � , it � ..", I ': - ,.,:� L "'_� r _ ­ 1 _� 1 'I", I I . , .� � _t 1_11 � Department Notes , , -��' L `,:�� ­ - - - ­ , I 17 I I I ;, �,,� _` - __ ­1- .- " ­ .--- - I �z " � � i I i � T - ''LL , . � I 'i _5� ­ ;� __! ..' - �311��'51111`_ , 1, _," f I :11, , I V. -----,--L-"--"-"--.�-.-�-'--.- I . �, ­'­ ­A­&9_'.Q,4_" '19',"11 '_ , * " - Fire I I .Z_� : 't " - ­ ­ 21" :11 , 4 . < , � _­_ � ... I -, I , , , ;; , ­.. �� ------ - � ­ ____ . . - ___ �'. ... � - ��. . ___________&o� - - _ -1 I— 1. ­.- __.­1._.__. _­­­ -1-�.-�----�--�-,-�,--,.--,,-,.----,�-.��--,----�---- " �., ; -­�,, I ., .. .., � . � � ,t Z ". � � �" > W, . � + ing ( : . I ­ , , *: ­. -1 � _--i I . I P" I < I I Fire Department Final Inspection is required. Schedule all inspections 72 hours in advance by CA'- : � 11 � I � -,. __ � �;�"_ � ��q, . - I _�J L 1 4. Lng N(7 41, ` T I I i i I . 1% � � . 0 < 07-5700. ­ ­1­ �",--,�.-I..--.���-,.�-�-�-�,-�-.-."---�--..--.-..--,----.�-..I � � .­. ­ I ___ __ . — _. - — ­ + I . ­: - ­ - o . I_ 1.11 1�1 I . I _­ I I UJ M I. , . ­1 - � I . 11 ;1 . , + I � +v�, �)C)Tsst- 0-4 . I \ . � I I ,_W ::�,: - I - , Fire Department Site Access and Hydrant Requirements ! 1 � C, 2 - ___ - ,L--.---,--- - , t4________ , 1\___sy-,-k--ST-IN�C!,!!" �0- tzk\4�6+WA ­�5m X q Z I . _J I. - ­.�._L � 2<1%,1114A? 140tav�405� ,. - - ,�Tlts4r ___ __ 1. -t - - .., .. + . . I_ 'r: �1__1.______.__ n 0), < � . I --J, I � � - I . � I - ; I S. - Provide blue reflective fire hydrant markers in conformance with City of Santa Ana Fire Department - I I � . ?+<)�-S 2 . M U -- (1) . . � - Tlao� tola. C0)1A)C_1V1 M I � I- .1 I %111^ � . I . . . V � I I � � -standards. , I .1� I � .11 . , , , ' ' - ! I 1 6. Fire DeParment access lat,teshall be posted: "NO STOPPING FIRE DEPARTMENT ACCESS LANE CVC I �(',�,� ,, �TLI�� ��. % !� 1� �� � " , "�, . I I- L , I I � � � , ; ; � 1 ,V'-7i� 7 ,- `,T­P��`rl"-z r` 'r-," a,'7`1 L I" - +nN t Q(:�;� - . . I I 1 5, , T! `� (2, ehc-* 5q rs, R. uA I ­ . . ' A� ' " - �. �� ,� �,,- ­.1 .r. , I ,-, ,, � � ,,,�! �� � " -,'�, y %*�4 . , I , I I . . 2M.1"and sla have mft pointed red. I � , - rl. �,,�, ""'', �_, - -E) , , () I � Al"i'V' �,'­' 'P, B"i�`,"', .' " , _ 94,;,% Iti '%� W I I . � 8 r.; ��q� ,,-,,, QW, 1�,,. ,�, �� � . + k� I _ I . � - � I ,� ,� ,i"t ­�, ,0_% _ .1 i �. -1 , ", M 0 t . : - "i - W L --) Paved vehicularaccets and hydrants shall be inservice prior tocommencement of comtructiorL �­'�L:` ­ ", ­ I t; � � , 'IrMd W "S 7. . I I - � L �­ " CJ_ ' , ���­' �_�4 - Z �L ",._ , PROVr- f t3k. . S.A. J�- t> - P-00 9T-S q%- Tr �,-,, sl, I . I I � � t K A11,11 I � "' - � " ;%' ,,,�, , "" ' � : . , g � I 4uk It �,�� �,.'_'L�­ 1'1'.1 �L;­­;','; " L� AP V - ­�T � � � _ g, I I I I I I I � '04%."', "I L I + 1. I ,: L : . . 1, - '' ��,', � -I- " -,, , �41 0 � � I L � 1,4r I tpk�,n�, , , I �_ ­'� � - I � _tZ , � , I .1 V, , �,,�,,.!,,,!�� �%. "", f, - __, 4v_, , _ ;��, N I A (Z I FireExtinguishing System Aquirements � . . 46i,�� ���,�,�.",,,',,��'i�,�'ll,�":�� ( e—SrA-t 9-s- 42- q,-*---,P> I I 0 1 � , 1� I . , � �, - "I'l,", , "i", __ I 0- .. ­ . 111. I... 11.1''...., - . �, 1, , � � 31 I . . � . I ­ I " 11� �, 1�1� 1�' r� "i � , � ) ­ 7 1100S li L , �� " �: � � - , ­�'. �!,��, -, I - - I . ._� _A tzl"`,� "r I 0 1 . .. � I . I I - - ­ - ­­ - I . "I 11 - . 11 I . ,-*--:: , __,___­­_. � ... ­_ ­ . � 1 -77= 11�1111 �_ �� 1. ­­_ 11 .1 � ­ -1.11, � I , . . ­.. MU*t. .f,v" ­ . , ­ � I _­­ � �1� ­11,�el,,: IV ­ __ I .. L. ­ . 1­­­'-­_-' ­ ­­ 11 ­1_11- � I , � . - I I I . t','t - - " , , I � �,14, , N i r, o avel I L . --�'-'.-�"-.�.-�+�-�'----�-..----- ___ _'�_r = Z " , � JR Prrwitb- 2A iobc minimum raw fire extinouishe tobelocatedoneachreVerWithin .1 -�----7--7-----'�'-"-'--v----�--7�---�-- - -`---` 1 . � .1 . 1. - L __ -.-' �,K ��_11' 1;� y � I . . . I I I . . I - . � - I . . . I . 11­� I . . I � 1 . I Exiting Requirements + . I .. I I I . I I o% C_ ,,,a Ar�e.L . . distancefromallams, Travel distartce is 30 feet in areas hetving flammable liquids. I , I � I .­ � . . � � 1. I . Special Requirements . � I f U ,I fewcm) k0gx "Cwl e � I 'Iaw , ­.�_ � I . � � I . I �� � . I . � . I I . I I - , , 5 - 7 . 9.' Provide staii4ipeisystemas required bycurrentCB.0 � I "I �� C � '. * . � � 1. . I + . I . . ll::�� 11 - �- I I , ill'y 0 �� 0 . . I Exit doors shall beopdn -from the insidewithout the use of a key . � WI-4 -), -Dcop, I I � . � � I � . 20, Storage, dispensing, or use of any flammable or combustible liquids, flammable gases, and hazardous . ,r&&�'i - per I I . . or any special knowledge or effort. , 1 7 ,,,,, � ��� e%T&(ZA0f" � Z , , , � 10, Fire sprinkler syst��(s) " N.F.P.A. Standard 13 shaUbe provided, 16, " * .able V�,471 - "ll etre* . . . . I � .1P1 .X] 11 . � g I g I g 11 _ .. I � 11.., Fire sprinkler systems I With 100 or more hdads require 24-hour supervision. This includes water flow and I : Provide self -releasing locking devised on exit doors (office areas). - ' I .. I I I , S r. I J% + - I � � , � � I . I I � . � I :. . I . . chemicals shall comply with Uniform Fire Code requirements. ' - "I , "I 1, . , . Cwert�30.3 S I � tm 1�� � tamper switches onall control valves, i.e.;-doub1eb4ckf1ow,.PIV, floorcorttrol, isolation � A sip thatreads 'THIS DOOR TO REMAIN UNL,OCKED DURINQBUSINESS HOURT a um �� . "I . co 1� - � valves, etc. 17. . � ­ . with mirIiin 1 21. Provide a smoke removal system fto the subterranean parking. System shall be designed in conformance I I " �� I . . . N ' I . � - � � 12. Planobit'he fi�6s'piMerea�d'mo'nito'r*m'g,s'yste'msshi& bewbinitted (three copies) totheft#ding- - on (1) inch letters shall be provided adjacent to exit door (front door). 1� with N.F.P.A. Stmdard 99. 1 � � I . 10 I I . �< �� 0 q, . - I �. : 141, � � I I . I I I I ..1. I + ' _` '- I � , , 1�`i��101100.00 -1) I ,.Department or.pi�_, Departmentapproyal prior to installiti6n. - I I I I is. %XIr signs shall be in block letters, a minimum of six (6) inches high with a stroke of not less dw 314 ,' I , ­­:­__1­ , �� ��ii'll'"'I'll���i��l���;!�������:��illilil!,!'',�: I �_�-,­­% ;1 "�,_�� ��q e­,," �,,�,',,�,, �� . I .1 ,; �­��,�".:;��3) - I " .. ­ . . � . 4 I 11­­.1 " e� �;, - ,�"��­ ,"_' -11 � , ", i, � I I . I . I � -A -or -1 -:,. 4 � W oz- � -M I W! " V M ,, P � � C, n A. of, � 005 ( V 0_4 0 L fe, f.!, �, 0, 1I V P.0 .4 T,: � , , , ,��I'r-,�` ',,.� � 7 �r', o 1. — 13. All &­' ' A"A'', I , lans'91,A)l be bv the, B+Uilding Department Plans shall include (a) Plan view . inch, Luminance on face of sign shall b e 50 LUX. 1 .(Pal � Tm6mce�,VW �14WW � ��tl. 11 I sp eFp approved - " -- ,57 � � Z, � � , 11,`,�,,, 0, ') --";:,�'�- � � 11 I ­ pi,, !, F, 7I `­'; , " , ,-,.,+ `1� � I - �­ _, 7­:,,­_!'1­, : ,:;.-", ''. , I .. sh�6*jr�g tb�fldin& itnktural'ft ichmen6, and (b) A -4.4- M 4-1-0 -,-�­ ­- ,­­­-­--­­­­­, ,,+,,+ ­- - ,,, ...... *, ­1­­­_­_1__. � ­ �" , �,� � 'r ',�� '' � t, �_ "';` � + I . � ' MICS A-10 _W Zi*., _�_ ­.11 ­ I I . � ­...1. 11 ­ I I—— I - I., � I � �­.:.­, ­ - 1. 1­1 I- ­ , , �:,�,� � , ,, - �1, _1 �, �, I � I members and all points of hanger atti 19. "EXYr sips shall be electrically illuminated and energized from separate c ft)cuits. (See electrical plam) � e , �­ �,::; I r �, � , " " � ,�, � � ! '-, 7­�,,�, - ::, � I � I I � . . I , �. . - , . -i _ ______,__, . - � ­ ",::', -� _ 1:711-1 , . ,.., I I I � . I I -_ � � V t - 4"', %, z ,, _ I 1".. , , 4�, ; �, " I .1 I _ , W -, I I 11 I �, � I ��''_� 11 - � � , 1. � � 1 . . , .. . , - ­ , Rr -, ._M'Q_U_Q1tAy`I _TM''.M__J�._t - ---- .. +1 ------- I., ­­ � -.1. ­­. ­_­­ - . � �:" __ � , '' � � - I . resp . onst s * 'the . Wffl�_It."-Tp-m ."W �4 _ �, � , �_ - , , ; , SHEET NO. I - � � W" "'�­ I "et,,iA$ta)iV4mdsil�t,�m;tiT,rp,mg syst () One of the above circuits shall be.part of the emergency lighting system. N-e �� - - , , ; � , I . � � � _r .MA J __0 ,enp em s support l6catiorm . ,e*�,,�,::., 11*$­ - _ a, � . , " " � �: *,' � � , � , ,00 . I __ 1. I . ­_­­_:­­___., ,�!: � � � , � - , � . . __ __­__­­_,_11­_­ ...... � ----- -- �--.--"-,�-�,-",�--�.-,.,�-----�,--�, - �z, � , , 11 . I I , I Alliun� - � - --,-- , � - , � ,`,�,��` �',,'-­'t�,�,.: - � __ _ � I � �' 1 �,� -111, ", _­1_­_­_­­­_,_­ . ... ..... --�-��--------.---.-----,-�----�,- - -- - __ , I ­ , . � .4 tested for two (2) hours at � � -:.W_ ... . .. r,.tAV..,WrT04;4,q_ *,- ,- , ,� . I I I ­-, .­ I - IC ' I �. + 0 ir . -�O) � "� " 1, 7 ',�� �, I I 00. .7 `0 y I + I , li­i : I - :1 ,:, - I , , .1. I". I �,l 1, I � I � .� � - , 1i I .� I ��_ I-; I �`;, - � , : ,�,, - � ,,�� 5 )­111 I � , PsL. , e ,, �_'_­__'.'��.­ L, , I � � � `� 1; �:, I . I . 2 _%und witnessed b a r � , � ­­ �­' � � � _ 11 I- �*�' � 11 � , - : �­� ',,,:, � : lt,� I . - .1 � - � " � , , �. �: I ; � ,�� � . I . . � re. . � � �� -, ,�: - I � , � ­1 1;��["� �� � � ­. z . I ­1, '- - � I . . . �,�­, ,�. �� - - �,', I ie,,,,,­�", � "!" I I I 'i ; �_, - �� , ,� i ; T � ,��, ,,V I N I � . I . NORTH f�. a is. , .��p � � ___ ! _Z t, ,;,ijs ,­U� V,`­,,,� ul . � � itjortal, .. te . � 1. � I � - _i�,� - + . I - � A, � � � � �,,,,� � . � I W� � ____ . I I F_ - . . .1 . I I I ISCALE OF IZZ � - . _�_ I + � . TF__ --5I 11 ­ . - ­ �. 1. . 4�� 1 1 __ PL4�� k'l I I - 25- P3 F 4 x E 4 }_ At 't LT WIDE HIGH PE GLASS REMARKS u.e7^ 4- qp q y p; �v t tt 1/4" TINTED TEMPERED PLATE 1/2".AIRSPACK THERMAL.BREAK, OFF5E T I Fto ti Y C:1 a L l nJ ^tJ STOREFRONT �YT' n �.� t 4' z § OFFSET GLAZED 1/4 CLEAR TEMPERED PLATE GLAZED '� (� , # t FDDRR E RIOR FROM STAIR # 3 ; DR 34 � EXT. FROM ELEC.JUTIL.t n a ¢ e S RIOR FROM STAIR # 2 DR, 35 P EXT, FROM ELEC /UTIL. t �.1 VARIES } ^� � � I '/." AL X AL � . a � 3070 x I '!;' HM X 306 X --- t IF STO1/4" £Ii`3"I'EI? MRONT TEMPERED PLATE. 1/2" AIRSPACE, THERMAL BREAK, OFFSET OFFSET G AZI?l� 1/4" CLEAR TEMPERED PLATE GLAZED t , � 40. 6 EA. 4 HINGE BBS 1 4 % X 4 '/: 32D NRP t PSTt 16. 2 EA, GE CFM79HD i PEM + 41, 2 EA. OCK L9080 06A 626 SCH - t t= 1/4" TINTED TEMPERED PLATE 1/2" :AIRSPACE, THERMAL BREAK, OFFSET µ j 42. 2EA. T1iRESHOLD Z001 AT - 36" MS & A..._ _ _ tl VARIES ^ STOREF C3Ni` I7. 2EA. C SER JED201ADI 28 JACK e._ 1/"CLBAR'IENiPEREDPLATE GLAZED.. .- .. _ __........._ ___.__ 43. $EA. SILiNCERS U764 _....___ ,. _ ,. ....-. _IB. 2EA. P IC DEVICE 98NLOP-62 VD - OFFSETGLAZBD C _... _ f 19. 2 EAR TI SHOLD 271A-3b" M & A PEM 44. 2EA. e WALL STOP IIP407I12II32D DPCM .� t n 1/4" TINTED TEMPERED PLATE 1/2" AIRSPACE, THERMAL BREAK, OFFSET _ '._-. __; ,.,._ 20. 2 EA. DO TOP 3360 X -26 DCI t f I) VARIES -4 STOREFRONT C7R EFRtliT 1/4" CLEAR TEMPERED PLATE GLAZED, ABOVE DOOR X � � 21 2EA. AS GAL 3572SP-80" PEM OFFSET GLAZEDE. + tt t 11 1/4" TINTED TEMPERED PLATE 9,1 V P tt i tt 1/4"'FiIV'I"ED ELMPIEREI? PLATE i t I2AC7 9 j `°, I ;NORM rOr_rt SEE SI+(REFCi T 1/2" LAMINATED ELEVATOR EXTERIOR WITH CLEAR MEMBRANE 1 CENTER GLAZED ` i j -- - - 4 �14 W S( ELEVATION i � I 61-01t SEE STOREFRONT 1/4" CLEAR TEMPERED PLATE STAIR No,5 EXTERIOR 1/4" CLEAR TEMPERED PLATE i . CENTER GLAZED ELEVATION t % i 1 % it 1 t It SEE 1/4" CLEAR TEMPERED PLATE STAIR No.2 fi`P EXTERIOR STORE CENTERGLAZEE) i ' ? j { r i r a» ^ f ,. �.. .. ; • ELEVATION � 33 t_$ra SEE . STOREFRONT1/4" CLEAR TEMPERED PLATE STAIR No,3 / EXTERIOR ! .. / ELEVATION CENTER GLAZED SEE SEE ST�}REFiZtNT 1/4" TINTED TEMPERED PLATE FALSE WINDOWS ff i IIZS EXTERIOR EXTERIOR 1 {lw- t i ELEVATIO ELEVATION CENTERGLAZED _ _..__._ __.., .._.._...__..._ .... .. __ s .«,.,.»..,«e..,....,,+»,w,m.....W«,a,<,.,,+,_.."+�,.-,..^a,^,....«•Q,+.,..,.«....,.».,,,..,«,.....N....,, � ,} s� t i ���1 � . ' r ' 1E .._ _ �?''� ,.._..�� i ��4: (� 4 zs :- , r...._ - i I ( ,... • + i t 1 P t 4 � I f 4 i r i 0 4- , i + t i d/ } • /a lo P •` >':: �. _ u . _ ._ } . i1 _ ... j._ ... � tI ... - t _ �t . _ ... ! . �i_ _ t 4t ILIt tI t � It .. P t !, ot c� u NORT !; % �oz> - {i , (24 t { _ i.. _ jvj rR... 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MOP Vg 117 i , i • i , M1 i s , 3 " w- r !i City M f , # Cal I f� SC i 0 ;i , w� s �, �+ �„w: _ � - � � . >�. ,,�,,.�.,.+,,,•.•,�•n ,- ai t t1 _i , jig i f, L_L_-J OA OA .> s�� ,,,_...,.__...,"...,«...«.,........,_.,.,..._-...,-.,..,•.,.,.,.M._.�..,.._._. _,.-..._,.-._�__,-_.._.-..�..�.......-_>..________-•-__,._.._-'___,.,...,. __.,-�........_._..._,..,.. ..,,...-._—.. ..._._.,. 'N� _ `� .,....� � � ... �� ,.» �L...�.,.. .-,..� its+^ J � _.. tll ..-,_,___. __..,...�...,.,.,....,._.. _�...n._.__. . ��� ..... , ���-:,°•..,�•_ `cam-"-,. y ��''+�-.. t - „+ i — 6`fµ... .e„4 "�, pp-e•'�' SsK -.b• - 1 ...A—r- t,._.,....._,,.».......».. ,.....--r-.-..—..-.:,.., _ F l t _ i ..- } A,N • �_7T_ ! RN_ , ! , , T-7i l till. 5 EXIT. #ROM STAIR # 5 ,. DR. 14 PARKING GARAGE BROM FIALL ✓�ti, tt g rstj I fi i si t n i tt , tt a 1 t f I� ��• ;;rr __ .,_ 3474 X;i'I<. AL AL PARKING GARAGE ROM CUSTOMER SITTING �?'.. p i....... __ E . __ __ W _ k p- DR. 29 PARKING GARAGE .., 2 ALES TO WHSL. _..._ . O STAIRWELL _.. .» .. _ _... liF CE R. 7 S I I0 HINGE CFM83IiD j WD X AL'!" i EA PEMOR MD201Ab-628I2. IEA. PANIC DEVICE 98E0-628 t JACK � i I3. l BA. V 75. 12 I I t7iRE& it?LD 27IA-36" MS & A PEM If I4. I EA. DCi 76. E A, LOCK 30 5 DOOR STOP 3364 X 26D SCI _ M..-^ a -w'w"- �`_ µ» _. t✓ J�`a., ` 77T,t L'A. CLOSE 8541-ALR 1 ' Wl P. PVC a'+r;�,...Z;�a".`'X U i johnsManville Specification 4GIC f _X, Four Ply Mineral Surfaced Filter Glass Built -Up Roof. For use over JM insulation, approved decks or other approved insulations, on inclines of IN' to ty' per foot (20A to 5OA mm/m); For Regions 1, 2 and 3 Materials per 100 sq, R (9.3 mi) of Hoof Area Concrateptimes Ef required i gallon 3.8thers a t } - Felts: Glasply premier or Glaspiy lV 3 plies e f t ' r Sheet Gta its Mineral Surfaced Ca S Ply s P. p s Asphalt tinterpty}; Trumbull or other JM Approved Asphalt Incline per lolit Asphalt Noma alWn ai ght tb ttp to 4" i25 mmi 1701, Type it, flat 921bs, (42 kg) i'ta325fo76mm) 190Typo f Steep 92 tbs. t 42 kg ? 3 to 6't76 to 152 mmi 2M'F Type IV, Special Steep 921bs. (42 kg) Q 6'i0t i52 i t' M - 92ibs t42k t »... : .ca .. ... ... r �t}; :s^'� if _.,•a.iw. A?i. .. t. #t .. i ' > � � ....,...•,.,,..." w...........—«� �� y'.� `h-� S� l,s . 1t � � ✓} � _ � ........,. . k .. %' � ... 'Y" ,�sz., r.,st. � j , { .. . j , s- \'' u� 1 _ _ i 1 I i z l y„ i ♦ I i g 1 t% r r f 1 � aSol t. r t i 4 r�r ,f � o r ` f i+ „ r� e to o min orma o -�•-- � � t tip. . s ft� r laspl iV a a piece 1 ' 3Q5 min wide Then 1 ! Approximate installed wet ht:174 - 2181bs. 79.99 k Using GtasPl Premier o G e 2 i ) 9 { ffl 9 Y Y RP>X P „,. ``-� ?^,r�,', _ over that one 24 t61Q min) wide, then over both, a furl width piece. The - / sl . *a =:. \ �� } �+ �. fn. r✓.,.,. following feats are to be applied full width, over -lapping the preceding#. General g - .- b T% .0 = t _ felts by 243`sd627mm)sothat atfeast3 tiesoffeRcover the baso r:., , -: -t i i t1. 1a 6 i This specification is for use over anytype of approved strusturat deck. .. , � , %, ,.„,..�, ,..� ,,.Y ; ..... 1.. ; . ..t ',- � g p�'r n _ , '4# faitlsubstrate at all locations. install each felt so that at is firmly and 1 I i' C -which is not naitabta and which Mars a suitable surface to receive the % �' t} •` � ' :•-•--` , f: � r , eJ` � ,.;�' f > '. ! uniformly set wnhoutvoids, into the hot asphalt (within,*27F jtJVC. l of d� _ _ , ' t -t - `• > - E r roe€.Poured and pre -cast concrete decks require p6ming with JM- Ca the EVT) applied just before the left at a nominal rate of 23 ibs, per square i i f Concrete Primer prior to application of hot asphalt _ .. i r �. ti,i kg/mYl over the entire surface. Installation over porous substrates -_....._ -: _ . , . _ ,. .. __.., , , � .. :,�;; -.-- , t � __. _._._ _ _ tw. t.» Thins ecii'tcattonisaisoforuseoverJi49rooftnsutauonsaroUter __�._�_..._ _. ____._ __•--_-____i....__.._._.�__-___W..,-._.e,___ �_-:�u� �•--•.•�- _ .� ! '; t P such as roof tnsutauon may require up to 33 ibs, per square tt.6 kgtm?i •.K i approved rigid roof msutations which era not nadable and winch offer a of hot asphalt suitable surface to install the roof. Specific written approval is required for any roof insulation not manufactured or supplied byJM. insulation Surfacing'- . • �. • j should be installed in accordance with the appropriate JM Insulation Prior to apprrcatian of GlasKa , cut ca sheet into handleable lengths , /� i current Commerci industrial Hoofing. s 7. %+ : Specification detailed in aU rig P P �, ! i # --- tt2'-t8'I3-�m-5,5Q�mj).taythesnateitaioutontheroofandaifowttto er- f �, y _�_..__ �".- li "----� �• j17 Systems Manual, This specification can also he used in certain rerooliing relax and fatten. To accommodate a full width sheet apply a mapping of `t � • �� F situations Refer to the "Reroofing" section of the JM Commerciati, hot asphalt, approximately 201 (11'C) above the EVT, at 0 nominal rate of Industrial Roofing Systems Manual, This specification is notto be used 231bs. par square ti.) kg/O. (The higher temperature of asphalt .. i ht-insulating.­ -., P. g P_. i direct over' ourador re -east gypsum, `-`-- - tY p P 9YP.. __, ....._ .._ `',...: � ..:�.. r _ 1.- _ ^- ' � � - --.,:��•- .ma5imizestha8andingolttsexap'she�eCto�#sepfylattsfi?hanftapttse`eaP •,,;;�-...--� � - '•sj•-P-;� �' - - _ controls fills. shoetintothehotasphaittlnsubsaquentcourses,thecapshaetis�'>r•-•- q Design and installation of the deck and/or substrate must result In the positioned upside down, directly over the sheet in tiro preceding course roof draining freely and to outlets numerous enough and so located as to such that the side lap area of the preceding shoat is exposed Care sliouId, - - w -- - - « - - - - - - - _ C ii x a ,i LU remove water promptly Rau completely. Areas where water ponds lar be taken to mamtam 2" t5i mmi sida laps and 6 ti52 mmi and laps - , .. -- — m .. more than 24 hours are unacceptable and are not eligible to receive a Asphalt is applied in the same manner as before, making sure to also F JM Roofing Systems Guarantee. cover tits 7t51 mrni exposed side lap. Asphalt may also be applied to the.. � .. � .. � : � J' � a.o exposed 'upsidedown' cap sheet prior to "flopping" it into the hot y l f ri Note: All general instructions contained in the currentJM Commercial) Industrial Rooting Systems Manual should be considered part of this asphatt The cap sheet most be firmly and uniformly set, without voids, specification, into the hot asphalt with all edges and laps well seated. �.(� •L)R.41N Asphalt QSIC�,. L,�': IF flashing$ ew c 6ONC _ tI if As Flashing details can be found in the "Bituminous Flashiags" section of the Asphalt should meet the requirements of ASTM O 312. JM CommercialAndusttiat Roofing Systems Manual, Flashing require the use of Trumbull asphalt or another JM ` ) t� Approved Asphalt The Contractor must provide an Asphalt Confirmation i '03 � Application NumbertACNi on projects which require a JM Guarantee, The ACN Will °s» Nate; On roof decks with stapes up to i' par foot i83.3 mm(m), the roofing indicate that the asphalt was registered with the approved asphalt ' source. t felts may be installed either perpendicular or parallel to the roof incline. Md -•..- On slopes over I" per foot (83.3 mmtm), refer to Paragraph 6.11 of this Check with a JM Technical Services Specialist forspecial asphalt section for specter requirements. requirements in hot climates. t �_ _ ... ����j°" � ° P 0 1. :_- .up witf. } 2, 651 0 -5 I EL-L- / �L.IS (D) f /V-i'L 004 01-- 0b 1I ''2}Its,''_)! 2'1'D'l i Pal 3 *11 TOP OF SLAB AT BASE OF STAIR = EL+O'-O FOC — INDICA TES FACE OF CONCRETE FOS - INDICA TES FACE OF STUD WALL STAIR STRINGERS = MC12x10.6 PLS NOTE P CONTR/INSTALLER: PLS NOTE EMBEDS,-I3A ARE SURFACE MOUNTEDH PLS NOTE/ EEP11 ! R,t'_ i + 4 ---O 10T @ 11 = 9r -2 4 4r --8 (4/A 15) Z3 FOC q iJ}(lg4 7FOSOS 1OF KJ 9A CD C D DN00 E13 A E13J I ! a ti FOS CL COLS 2" METAL DECKING (BY OTHERS) ---- WI TH 2Y2" THICK CONCRETE FILL TO. SLAB AT LANDING— +6'-O TOP OF STEEL BMSItWGER=+5 =-7;Z SEE SHEET 10 FOR DETAILS AND LAYOUT OF LEDGERS. f (� II cV 8A c� � I1N I0D MC12x10.6 10J I CLOSURE PL*5-Yex O'--7 FIT BETWEEN STRINGERS FIELD WELD. GRIND. w ca 10T@11=9'2 STAIR #1 PLAN - SECOND FLOOR LEVEL TOP OF SLAB AT TOP OF STAIR EL+12'- O TOP OF CER TILE AT TOP OF STAIR = EL+ 12' 0 z APPRO VER/ENGR/CONTR: PLS f-URNISHIVfRlf-Y ON APPROVAL. 1> STAIR DIUS, ELEVS AND CLEARANCES: BASIS FOR DETAILING OF STAIRS, 2 FACE OF METAL STUDS (FOS) do No ,r #owas 00 11 PLS NOTE.."* FOC FOS 2" METAL. DECKING (BY OTHERS) WITH 2112" THICK CONCRETE FILL T, 0. SLAB AT 2ND FLR = f 12 =-O TOP OF W8x1O BEAM = f 11'-7% a I m_ PROJECT ARCH'T ENO BLUE PRINT RECORD NO. I DATE FOR I CK REVISIONS NO, DATE DESCRIPTION (REP A 15) STAIR DETALS STAIR # 11 VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 .Lrw7J.�..,i..®�o.T LI' C1�f..w VIER BMW SANTA ANA, CALIF HARt RIS CONTRACTOR S.A. ABU—DAYYEH GRAW GENERA, CONiRS NDATE AM 2•-15-05 SHEET �»,toes DATE NO, NO. 8800283NERDASTEPI-7 sErs- -(D) PAGP 00,C) OF 7 PH ,39023-VERDA STEEL - -17 Sj ETS - - (D) PAG E 006 0 F055.Tl F - 2)'] G)05 2 15, : 17 PNI q I CONTR/iNSTALLER: PLS NOTE EMBEDS-16A ARE SURFACE MOUNTED! PLS NOTE/KEEP!! lg,-4,, ,nyiiLC7g�11 8)-ojy 40: 1 1-0" J" 8T 0 11 = 7'-4" 5)_6 LIJ U-1 �s ��-y c c E16 FOC MEN R FOC c"I FOC 17B -Z, 4 c D 19A Q3' E16 E16 U"o X r1e) T.O.SLAB= (9—f 1Q., X (BASEMENT LEVEL) cz� aQ0 v.1 Lo 16F 20A CLOSURE MW?�x0-02 C 4 Ft BETWEEN STRINGERS. FIELD WELD. GRIND. 41, FOC r7n 17B 4 If a FOC 2- METAL DECKING (BY OTHERS) WITH 2112" THICK CONCRETE FILL T.O. SLAB AT LANDING = -(4'- 10) TOP OF C12`SALE9GERS=-(5'-2Y2) SEE SHTS 16&17 FOR DETAILS OF C12 BEAMS AND LEDGERS M, w S i FIN FL R A T BA SE OF S TA IR (9 FOC = INDICA TES FACE OF CONCRETE FOM= INDICATES FACE OF MA SONR Y SIZE OF STRINGERS = C12x2O.7 -411119- LEDGER SIZE = L3xJxY4 TYP UIN tj FOC CONTRACTOR: ALIGN INSIDE FACE OF CONC WALLS W/ INSIDE FACE OF MASONRY WALLS. PLS NOTE/KEEP!! ,aml PLS NOTE 1110 ri E H CONTR/INSTALLER: PLS NOTE EMBEDS-16A ARE SURFACE MOUNTED!! PLS NOTE/KEEPII 18'- 74 10, - a511" 4 t-Jj) J" 8T @ 11 = 7'-4" 5'-3 u- u- C> CD FOM SEE SHTS 16&17 FOR DETAILS OF MC12x1O.6 & LEDGERS 2- METAL DECKING (BY OTHERS) rWITH 2!12" THICK CONCRETE FILL I TO. SLAB AT GRD LEVEL = +0'-V��� TOP OFVC121LEDGERS=-(O-2�) FOM I:t,__ -1 F777 1 FOM=FOC 17B 17K C D 20A C) E16 E16UP C:) x cy X D r 20A 20A Q) X DN A4 17 uP FOM=FOC 17B At t= 17K 11,dIZZ 7771 7W7 FOM 16F CLOSURE P08W�1,64�-6Y2 FIT BETWEEN STRINGERS. FIELD WELD. GRIND. 2- METAL DECKING (BY OTHERS) W1 TH 42" THICK CONCRETE FILL T.O. SLAB AT LANDING = +5�-2 T.O. MC121Cl21LEDGERS=+4'9!12 SEE SHTS 16&17 FOR DETAILS OF C12 BEAMS AND LEDGERS A PPR 0 VERIEN GRIC ON TR.• PLS FURNISHIVERIFY ON APPROVAL. - I. STAIR DIUS, ELEVS AND CLEARANCES BASIS FOR DETAILING OF STAIRS. 2. FACE OF MASONRY WALLS (FOU). J MISSING DIUS WD 4 FACE OF CONC WALLS (FOC) APPROVER/CONTR: C12x2O.7 (Y FLANGE) STAIR STRINGERS ARE USED TO ACCOMODATE THE WELDING OF 11/4"0 X-STG PIPE RAILING POSTS TO TOP OF STRINGERS. SEE DETAIL C, SHEET 19. N ��i ��� Ll I - LLJ CD cn Z: c> Z: 8T @ 11 = 7'-4 J" u- u- u- 4,-J 8T @ 11 = 7`-4 1�5 L 17'-4' (KEEP THIS DIMP) FOM 16F CLOS RE PL -YvJ�180-6!12 FIT TWEEN STRINGERS. I E ELD WELD. GRIND. fte Typ- t40 EXCEPTIGw I-AKF Ganl,�,c-"--� S TE� 7I 7$ 785" 10' -� M,Or n Ilk is only fc,, "o,", o 19� f,p o 1, cf Si on th?,z il-l-w- -jc6 C.) , k t- o a, Ic a af" 01 tc �loCalin r n L;rCt_ i, > CC d d J's ii zi J, '-.01"ISU'uctioll 'Z a,l ol "'nid 0 'a r, ), 'T Aj ry Matlner. 2-120 1020, Hunt" lon sach, CA 92649 .9a By� szo I /41ri IFZ 1*7.Alv I= MI. ANT G TOP OF SLAB AT GRD LEVEL ENERAL +0'--O� F c' T E f(j r, D v-A -31 7 Mms FOM INDICATES FACE OF MA SONR Y BLUE PRINT RECORD 'A' F Z f'�Cff In"' '-F- NO. DATE FOR CK c,; u FOC INDICA TES FACE OF CONCRETE SIZE OF STRINGERS == C12x20.7 EN LEDGER SIZE LJx3xY4 T YP UIN REVISIONS NO. DATE DESCRIPTION BY (REF.- S9) AF w IL Ar noov, 11414 1 STAIR DETAILS (STAIR # 2) Im mal Mod A ,*R ANT GENERAL— PROJECT CONTRACTORS RECEIVED- F- E P, 2 4 20 05 ARCHT ENG (,;'7RANT GENERAL DWN BY C0NTRAC T0R"�) VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425' 2531 FAX (714) 241-7745 BLDG C CRE VIER BMW SANTA ANA,, CALIF HARRIS CONTRACTOR S.A. ABU-DAYYEH GRANT GENERAL CONTRS NAM 1DATE 2-22-05 1 SHEET JOB JDATE NO. E9 I NO. 16K HSS4x4xY4 A T LEVEL 2 BL W TOS=+9'-9!12 SEE DETAIL SHEET 16 FOM 7r— 9" m 10'-11$r, 4,_51, 511 8T 11 = 7,-4" 511 5'-311 u- a 7 SEE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 22" THICK CONCRETE FILL 0 o TO. SLAB AT LEVEL 2= + 10'- ``� TO, MC12/HSS041LEDGERS=+9'-02 FOM FOM 17B 17C � to 20A a .. C► © E16 E16 x UP In w I m o- 20A 20A x ri 17D UP DN CS2 17C 17B - FOM HZPZ1ZZZZZZZ-2 FOM 16F CLOSURE PL vJ3 I ''-6 2 FIT BETWEEN STRINGERS FIELD WELD. GRIND. 2" METAL DECKING (BY OTHERS) WITH 22" THICK CONCRETE FILL T.O. SLAB AT LANDING = + 15'-2 TO. MC12/C12/LEDGERS =f 14'-9% SEE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS w t, z � 8T U 11 = 7' 4 3" 5'-3" 4'-3" 17'--4' (KEEP THIS DIM!!) 7,- 78 �l 10,_ 118„ 0 S I 5'-Srl STAIR #2 PLAN - LEVEL TOP OF SLAB AT LEVEL 2 = f 1O'- FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x2O.7 LEDGER SIZE = L3xJxY4 TYP U/N FOM 16F -- CLOSURE PL-x3f0-62 FIT BETWEEN STRINGERS FIELD WELD. GRIND. 16K HSS4x4xY4 AT LEVEL 3 BL W TOS=+19' 9Y2 SEE DETAIL SHEET 16 FOM 18,_7¢ 7r— 78� rl 101-115" 1, 41-5.:1 13: 111 3" 8T 11 = 71-411 5,1 5,_3„ a o � uj •' n 7h SEE SHTS 16&17 FOR DETAILS OF M C12, HSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 211" THICK CONCRETE FILL a © TO. SLAB AT LEVEL 3= +20' `'- T O 1WC121HSS4x4flEDGERS=+19'-9l FOM 17B ; FOM 17C QE16 b UP E16 -114 20A 20A V) 170 1:70 ! UP ON ! I FOM �= F- 17B 17C 0 �� h FOM 16F CLOSURE PL-x3 $x0'-61 FIT BETWEEN STRINGERS FIELD WELD. GRIND. 2" METAL DECKING (BY OTHERS) WITH 22" THICK CONCRETE FILL T.O. SLAB AT LANDING = +25'-2 T.O. MC121C12/LE0GERS=+24'-9l SEE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS A PPRO VER/ENGR/CON TR.- PLS FURNISHIVERIFY ON APPROVAL. - I. STAIR DIMS, ELEVS AND CLEARANCES. BASIS FOR DETAILING OF STAIRSS, 2. FA CE OF MASONRY WALLS (FOM). 3. MISSING DIMS MKD " CD " o u- 41- J" uj FOM 16F CLOSURE PL-x31x0-62 w � FIT BETWEEN STRINGERS -' vi FIELD WELD. GRIND. Z: o 0 8TC11--7'-4 3" 51511 � m � 5,-Slr 17'-4' (KEEP THIS DIMP)'41 s 7' 7$" 10--1181, STAIR #2 PLAN P OF SLAB AT 0 FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS --- C12x2O.7 LEDGER SIZE = L3xJx j TYP UIN 0 BLUEPRINT RECORD NO. I DATE 1 FOR I CK REVISIONS CNO. I DATE DESCRIPTION 1 (REF- S9) STAIR !DETAILS (STAIR # 2) VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT 17LL)DD /�G �r p CRE/IER BMW SANTA ANA, CALIF ARCH'T HARRIS CONTRACTOR ENG S.A. ABU-DAYYEH GRANT GENERAL COfNTRS DWN BY NAM DATE 2-22-05 SHEET �� JOB CHK BY DATE NO, NO. FT i i it 18'-7j" 4'- 3" 13'-1" SEE SHTS 16&17 FOR DETAILS OF MC12, NSS4x4 & LEDGERS 'j 8T 11 = 7'-4" J" S,- J„ 1 SK 2" METAL DECKING (BY OTHERS) HSS4x4xY4 AT LEVEL 3 BLW m o z WITH 42" THICK CONCRETE FILL 7OS=+29' 9f �'' `` o TO SLAB AT LEVEL 3 = +JO - SEE DETAIL SHEET 16 ,, � � '� U` T.D. MC12,1HSS4x4/LEDGERS=,�29' -9 2 FOM `� Fnm �i.�r.�.rrr���+.%srrirr.�►�.r%.►.r.�►%�iiirr►�►.%�±r ..._.� _... +� __ , FOM 16F tip` CLOSURE Pb&J?W -6Y FIT BETHEEN STRINGERS. FIELD WELD, GRIND. 2" METAL DECKING (BY OTHERS) WITH 2Y" THICK CONCRETE FILL u_ o T.O. SLAB AT LANDING = +J5'-2 4, J„ T.O. MC12/C12/LEDGERS=+,34'--022 SEE SHTS 16&17 FOR DETAILS OF Cl 2, NSS4x4 & LEDGERS 7,_ 165" FOM 16F f CLOSURE PLA80?W-02 0` ` FIT BETWEEN STRINGERS � FIELD WELD. GPINL? 8T @ 11 = 7'-4 3" S, J„- �- 8T 0 11 = 7' 4 5,_6„ 17° 4' (KEEP THIS DIMP) 8 10 _115" K STAIR #2 PLAN — LEVEL 4 PLS CONFIRM IF TOP OF SLAB AT LEVEL 4 = f JO' OK ON APPROVAL. FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x20.7 LEDGER SIZE = L3x3xY TYP U/N 2 cm b w �C` s A PPRO VERIENGRICON TR: PLS FURIV1SH1VER1FY ON APPRCVAI: 1. STAIR DIMS, ELEVS AND CLEARANCES. BASIS FOR DETAILING OF STAIRS 2. FACE OF MASONRY GALLS (FOY) J. MISSING DIMS MKD " CD - s m 18'-7j" SEE SHTS 16&17 FOR DETAILS OF MC12, NSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 2!,�" THICK CONCRETE FILL o T.O. SLAB AT ROOF LEVEL=+40 -2 T.O. MC12/HSS4x4/LEDGERS +J9'-9,Z Form FOM , 7C 20 d Z L Q X , t Li qp W X^ ` t4 O Q 20A C�3 �. 17D ` 1 7C J� X /^ FOM FOM �� FOM 0 CD J„ 5 ,j". U- ca 8T 0 11 = 7'--4 5'_8" 17° 4' (KEEP THIS DIMII) 7=71" 1t1'--11 " N STAIR #2 PLAN - ROOF LEVEL TOP OF SLAB A T ROOF LEVEL = f 40'—" FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x2O 7 LEDGER SIZE = LJx3xl TYP U/N 2 18-74" 7, 10'--1191, 1. 17' 4' (KEEP THIS DIM!!) KJ C7 u FOM , I I I ° :.. I FOM A zt— FOM 3&A FOM �8A 011 FOM FOM --- M FOM r LL. CD 17' 4" (KEEP NIS DIM.11) STAIR #2 ROOF FRAMING PLAIN' FOM = INDICATES FACE OF MASONRY BM SIZE = L3x3x!14 UIN BLUE PRINT RECORD NO. I DATE T FOR TCK REVISIONS NO. 1 DATE I DESCRIPTION (REF: S9) STAIR DETAILS (STAIR # 2) VER©A STEEL FABRICATORS 27245-8 SCOn ROAD MENiFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT BLDGG C CREVIER BMW SANTA A)VA, CALIF ARCH'T HARRIS CONTRACTOR ENO S.A. ABU -DA YYEH GRANT GENERAL CONTRS OWN BY NAM DATE 22-05 SHEET �/! d08 CHK BY DATE NO, NO. f FOG I 11, 4 -0" 9 --4" (KEEF THIS DIM!!) I' 3' 1111 10 X-11 CONTR/INSTALLER. PLS NOTE EMBEDS-16A ARE SURFACE MOUNTEDH PLS NOTE/KEEPII ml o 16F CLOSURE PLax3 ax0'-6r FIT BETWEEN STRINGERS. L4 FIELD WELD. GRIND. FOG C� 4 FOG FOG T (BASEMEN VEL) a ° LE E16 NOSING LINE a (� 4 . n La,J 11 4. a � NOSING LINE � ? d . NOSING LINE 16C MC12x10.6 FOG 17A FOG o m 16F CLOSURE PL-x3 ax0 =6Y2 FIT BETWEEN STRINGERS FIELD WELD. GRIND, Mi IA FOG 2" METAL DECKING (BY OTHERS) WITH 2%" THICK CONCRETE FILL TO. SLAB AT LANDING = -4'-4 TOP OF MC121LEDGE'RS--4'-9f 3EE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS S STAIR #3 FLAN -- BASEMENT LEVEL m FIN FLR AT BASE OF STAIR v a FOC = INDICA TES FACE OF CONCRETE FOM = INDICATES FACE OF MASONR Y SIZE OF STRINGERS = C1.2x2O.7 d LEDGER SIZE = L3x3xY4 TYP UIlN v 3 i a 4 ci 2 N CONTRACTOR: ALIGN INSIDE FACE OF CONC MALLS W% INSIDE FACE OF MASONRY WALLS. PLS NOTE/KEEPII APPROVER/CONTR: C12x2O.7 (3" FLANGE) STAIR STRINGERS ARE USED TO ACCOMODATE THE WELDING OF 1 W'0 X—STG PIPE RAILING POSTS TO TOP OF STRINGERS. SEE DETAIL C, SHEET 19. e In FOM 10' 11i" —0" 9'-4" (KEEP THIS DIM) 7 3'-1111 10 3' I I Y 3 SEE SHTS 16-&17 FOR DETAILS OF Cl 2, HSS4x4 &LEDGERS ---- 2" METAL DECKING aYw-LEVIERS) WITH 2%" Tf ue CONCRETE FILL T 0. SLAB � T LANDING = +O'--' TOP OF MC121LEDGERS=+0'--3f FOM , � aIVIO A FOM TA Lax 5x� { ! FOM f��% I{} fi MC12xlo.s 6. 16C ibis�� CIO -,. c, 41 NOSING LINE NOSING LINE N N ti �r- 11 4 C D E16 ice, #1 *..... n ,_....,. MW� P.. a e- A 00 NOSING LINE NOSING LINE 16C MC12x10.6 cn FOM C12x20.7 16B FoM PLS NOTEH ■ ' FOM 16F CLOSURE PL-&NIW'-61 FIT BETWEEN STRINGERS FIELD WELD. GRIND. W p El TOP OF SLAB AT GRD LEVEL -- +0'-- FOC - INDICATES FACE OF CONCRETE FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x20.7 LEDGER SIZE = LJx3x1 TYP UIN FOM 2" METAL DECKING (BY OTHERS) WITH 2%" THICK CONCRETE FILL T.O. SLAB AT LANDING = +5'-8 TO. MC12/012/LEASERS=+5'-JY i SEE SHTS 16&17 FOR DETAILS OF Cl 2, HSS4x4 & LEDGERS A PPR 0 VERI ENGRICON TR. - PLS FURNISH/VERIFt' ON APPROVAL: I. STAIR DIMS, ELEVS AND CLEARANCES. BASIS FOR DETAIL."VI; OF STAIRS 2. FACE OF MASONRY WALLS (FOM). 3. MISSING DIMS MKD " CD " 4. FACE OF CONC WALLS (FOC). CONTR/INSTALLER: PLS NOTE EMBEDS-16A ARE SURFACE MOUNTEDH PLS NOTE/KEEPII PROJECT ARCH'T ENG m 1 0 0 • as . • PLS NOTE !! BLUE PRINT RECORD NO. I DATE E FOR � 1 CK REVISIONS NO. I DATE DESCRIPTION I (REF. S9) STAIR DETAILS (STAIR # 3) VERDA STEEL FABRICATORS 27245-B SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 BLL?G .i o CRE VIER E?MW SANTA ANA, CALIF HARRIS CONTRACTOR S.A. ABU—DA YYEH GRANT GENERAL CONTRS NDATE AM 2-22-05 SHEET ��� JOB DATE NO. NO. ET F 16F CLOSURE PL-Yx37*0'-62 FIT BETWEEN STRINGERS ` FIELD WELD. GRIND. NOSING LINE 16F _ CLOSURE PL-x3%00' 62 FIT BETWEEN STRINGERS FIELD WELD. GRIND. 16K HSS4x4x% AT LEVEL 2 BLW TOS=+10'--31 SEE DETAIL SHEET 16 1D,-115N ''-0" 9' 4" (KEEP THIS DIMP) 8 12 3'-111 10 3'-1112 � c D C�L Q 16D HSS �- MC12x10.6 x xl/ 1 16C NT:';:�: N � d d C D E16 E16 16C MC12x10.6 m T- C12x20.7 16B 6'-8 d r.� 1 '-4 1'-1 (TYP AT OTHER END) 9'-4" (KEEF THIS DIM!!) 75 s VZ wi I! SEE SHTS 16&17 FOR DETAILS a OF C12, HSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 2% '�THICK CONCRETE FILL T.O. SLAB AT LANDING = + 10'01 - TO. MC12%HSS4x41LEDGERS=+10'-A ��«�4 NOSING LINE NOSING LINE FOM 2" METAL DECKING (BY OTHERS) WITH 22 " THICK CONCRETE FILL T.O. SLAB AT LANDING = +15'-8 o T.O. MC12/C12/LEDGERS=+15'- JY2 SEE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS STAIR #3 PLAN - LEVEL FIN FLR A T NOSING LINE = f 10 A -OR FOC = INDICATES FACE OF CONCRETE FOM -- INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x2O. % LEDGER SIZE = L3x3x!14 TYP U/N 16F CLOSURE PL-y8x3�18xD'--6% FIT BETWEEN STRINGERS �. FIELD WELD. GRIND. FOM FOM FOM «o FOM 16F CLOSURE PLA8x3�8'x0'-01 FIT BETWEEN STRINGERS FIELD WELD. GRIND. v 16K HSS4x4xf AT LEVEL 3 8L W TOS=+2O'-3% SEE DETAIL SHEET 16 1d,-1f I) '--0" 9'-4" (KEEP THIS DIMP) 12 3' 101 10 3'-111 a7/7 a _,.I 6D HSS MC12x10.6 �x xl/4 16C f / Z§ 4 d d. d C D E16 E16 16C MC12xlO.6 m �'- C12x20.7 16B 6'-8 d v A 0 LL- 1 '-4 1'-1 I (TYP AT OTHER END) 9'--4" (KEEF THIS DIMP) A 1 r " A FIN FLR AT NOSING LINE = +2O'- FOC = INDI CA TES FACE OF CONCRETE FOM = INDICATES FACE OF MASONR Y SIZE OF STRINGERS = C 12x2O. i LEDGER SIZE w L3x3x 1 TYP UIN SEE SHTS 16&17 FOR DETAILS o OF C12, HSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 21 " THICK CONCRETE FILL TO. SLAB AT LANDING = +20'- TO. MC12/HSS4x4/LEDO'ERS=+20 =-3 2 NOSING LINE NOSING LINE ,45 FOM 2" METAL DECKING (BY OTHERS) WITH 22" THICK CONCRETE FILL T.O. SLAB AT LANDING = +25'-8 T.O. MC12/C12/LEDGERS=+25'-3l SEE SHTS 16&17 FOR DETAILS OF C12, HSS4x4 & LEDGERS APPRO VERIENGR/CONTR. - PLS FURNISH/VERIFY ON APPROVAL. I. STAIR DIMS, ELEVS AND CLEARANCES. BASIS FOR DETAILING Cif' STAIRS. 2. FACE OF MASONRY WALLS (EOM) 3. MISSING DIMS MKD " CD 4. FACE OF CONC WALLS (FOC). PRELIMINARY If NOT FOR CONSTRUCTION UNTIL APPROVED AND VERIFIED BY APPROVER, ARCHITECT, AND GENERAL CONTRACTOR PROJECT BLUE PRINT RECORD —''I NO. I DATE I FOR I CKI REVISIONS NO.I DATE I DESCRIPTION (REF. S9) STAIR DETAILS (STAIR # 3) VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 &X)o C CREVIER BMW SANTA ANA; CALIF HARRIS CONTRACTOR S.A. ABU--DA YYEH GRANT GENERAL CONTRA NDATE AM -22-05 SHEET JOB DATE NO. NO. i ELl.._ i :_I C. i -?-'',�.7 .?. 11i_ _f,_.JA_`i 16F CLOSURE PLy8x37x0'--611 FIT BETWEEN STRINGERS FIELD WELD. GRIND, FOM FOM l6,y� NOSING LINE NOSING LINE c FOM FOM 16F CLOSURE PL-x3l8x0' 6Y FIT BETWEEN STRINGERS FIELD WELD. GRIND. ca 16K HSS4x4x% A T LEVEL 2 BL W T0S=+V-3% SEE DETAIL SHEET 16 i U2 10r 115" ,'-0" 9'-4" `KEEP THIS DIMP) 2 3'-111 10 3'-� 11l 0 C DI Q 46- Q 16D LASS �- MG12xl0.6 1=7 �x x1/4 16C i C'4 Q d A N C D E16 E16 Z' t V 16C MC12x10.6 PQ �- C12x20.7 16B 4 ZIA 6'-8 9 Q ca 0 1' 4 1'-I (TYP AT OTHER END) 9 t_ 4" (KEEF THIS DIM!!) 8 t_01 9}_ 11 " m E SEE SLATS 16&17 FOR DETAILS OF C12, NSS4x4 & LEDGERS 2" METAL DECKING ('BY OTHERS) WITH 2�21" THICK CONCRETE FILL T.O. SLAB AT LANDING = +30'- T:O. MC121HSS4x41LEDGERS=+J0t -3l 6 1 NOSING LINE NOSING LINE FOM `~--- 2" METAL DECKING (BY OTHERS) WITH 2Y2" THICK CONCRETE FILL TO. SLAB AT LANDING =' +35'-8 �- TO. MCQIC12/LEDGERS=�35'-3f SEE SHTS 16&17 FOR DETAILS OF C12, NSS4x4 & LEDGERS FIN FLR AT NOSING LINE = +JO ' FOC - INDICA TES FACE OF CONCRETE FOM = INDICA TES FACE OF MASONRY SIZE OF STRINGERS = C12x20.7 LEDGER SIZE = L3x3x!14 TYP U/N I 16F CLOSURE PL&3%x0'-62 FIT BETWEEN STRINGERS FIELD WELD. GRIND. WLV J %L„ 7 L. /aAkW /aAW v/L FIT BETWEEN STRINGERS FIELD WELD. GRIND. a 16K HS30444 A T LEVEL 3 BL W TOS=+40'-3l SEE DETAIL SHEET 16 10'-� tt 118 ►'-0" 9'--4" (KEEP THIS DIM!) 1 3'-� 111 10 3'-� 11 Y CD C) 4 �. 16D LASS MG12x10.6 x xl/4 tom. 16C x U 4Z3 N 4' Q Q c D E16 E16 16C MG12x10.6 r- C12) 20.7 16B b d Q v 0 1' --4 (TYP AT OTHER END) 9'-4" (KEEF THIS DIM!!) t^011)t 8 E FIN FLR AT NOSING LINE = +40'- FOC INDICA TES FACE OF CONCRETE FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = C12x2O. 7 LEDGER SIZE = LJx3x 14 TYP U/N SEE SLATS 16&17 FOR DETAILS o OF C12, NSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) WITH 2Y2" THICK CONCRETE FILL TO. SLAB AT LANDING = +40'— T.O. MCl21HSS4x4fLEDGERS=+40AY FOM' 16 0� i NOSING LINE NOSING LINE FOM 2" METAL DECKING (BY OTHERS) WITH 2Y2" THICK CONCRETE FILL T.O. SLAB AT LANDING = +45'-8 a TO, MCl21Cl2/LEDGERS=+45'-3% SEE SHTS 16&17 FOR DETAILS OF C12, NSS4x4 & LEDGERS APPRO VERfENGRICON TR: PLS FURNISNfVERIFY ON APPROVAL. 1. STAIR DIMS, ELEVS AND CLEARANCES BASIS FOR DETAILING OF STAIRS 2. FACE OF MASONRY FALLS (fOM) 3. MISSINO DIMS MKD " C:) " 4. FACE OF CONC WALLS (FOC). .... 1 ,. A . • A, r r A w BLUE PRINT RECORD } NO. I DATE I FOR I CK REVISIONS NO. I DATE DESCRIPTION (REF; S9) STAIR DETAILS (STAIR # 3) VERDA STEEL FABRICATORS 27245 -8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT BLDG C C EVIAER BMW SANTA ANA, CALIF ARCH'T HARRIS CONTRACTOR ENO S.A. ABU—DA YYFN GRANT GENERAL COArMS OWN BY NAM DATE 22_05 SHEET �..w JOB CHK BY DATE NO, G NO. .'ERE T��� _' T_ ��� ,`_7L _ _ �_� _ T � mA'., 0 M i „ 9'-4" (KEEP THIS DIMP) 5'- y 3'--1 112 �c) I 16D HSS4 R �- Mc12x10.6 x1/4 16C x a a T0S=+50'-3f HSS4x4x'/4 16K 6' 8 Q u- 1'-4 (TYP AT OTHER END) 9'-4" (KEEF THIS DIMP) s 8„ 9, I I8„ 01 VZ 11 STAIR #3 PLAN - ROOF LEVEL FIN FLR AT NOSING LINE = +50'-- FOC = INDICA TES FACE OF CONCRETE FOM = INDICATES FACE OF MASONRY SIZE OF STRINGERS = Cl2x20.7 LEDGER SIZE = L3x5x1 TYP UIN ft • SEE SLATS 16&17 FOR DETAILS a OF Cl 2, HSS4x4 & LEDGERS 2" METAL DECKING (BY OTHERS) ,f WITH 21 " THICK CONCRETE FILL T.Q. SLAB AT LANDING = +50'- TO, . MC12/HSS4x41LEDGERS=+50' JY RD FOM AtUr,, E I 10' 7S" 9'-4" (KEEP THIS DIM!!) 7� c l 100 1 m t FOM ME PC zzzzzzzz unloo FOM 18B FOM a � E a w 18C . .I I OCj „ I FOM 18B FOM „ faO Io0 ` FOM IN S Ill wq io STAIR #13 - ROOF HMMINta PLAN FOC = INDICA TES FACE OF CONCRETE FOM = INDICA TES FACE OF MASONRY BEAM SIZE = L3x5x1 TYP U,/N FOM ` R PRELIMINARY II NOT FOR CONSTRUCTION UN11L APPROVED AND VERIFIED BY APPROVER, ARCHITECT, AND GENERAL CONTRACTOR APPROVERIENGR/CONTR: PLS FURNISHIVERIFY ON APPROVAL: I. STAIR DIMS, ELEVS AND CLEARANCES BASIS FOR DETAILING OF STAIRS. 2. FACE OF MASONRY WALLS (FOIV) 3. MISSING DIMS MKD " CD " 4. FACE OF CONC WALLS (FOC). BLUE PRINT RECORD NO. I DATE I ... _ FOR CK I '(REVISIONS INo. 1 DATE I DESCRIPTION (REF: S9) STAIR DETAILS (STAIR # 3) VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENII:EE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT BLDG C CREVIER BMW SANTA MA CALIF ARCH'T HARRIS CONTRACTOR ENG S.A. ABU-DA YYEH GRANT GENERAL GY7ArMS OWN BY NAM DATE 22-05 SHEET ��� JOB CHK BY DATE NO. NO. ERECTION NOTE SHIPL 0 OSE FIRST TREAD OR PROVIDE J"±x6"± ERECTION J4 HOLES TO INSTALL REDHEADS 10 GA PANS q Vol COVER HOLES W1 PL CA 12x4x7 � i AFTER -TER 11V5 TA t Z A TION OF REDHEADS. TYP 2x2 GA 16 GAL V WIRE MESH VERIf YIC 0 0101NA TE W1 ERECTOR. TOR TYP AT ALL TREADS & LANDING. '/l 6 all (NOT BY VERDA STEEL) 10 GA PANS A f cy TOP OF SLAB Cl 2x2O.7 71, , it TOP OF SLAB (SEE PLAN) -2" METAL DECKING (BY OTHERS) Cl 2x2O.7 T W/ 21/2" THK CONC FILL. MC1 2xl 0.6 Y8 Ox5 WEDGE ANCHORS '/l 6 V 3 DETAIL C q % T 10 GA PANS--T 34 TYP 3/16 1 TOP OF SLAB 4 1 C12x2O.7 2" METAL DECKING (BY OTHERS) W/ 21/2" THK CONC FILL. MC1 2xl 0.6 DETAIL D /T 3 yp 1 6 PROJECT BLUE PRINT RECORD I NO. I DATE - I FOR CKI I REVISIONS I NO, I DATE DESCRIPTION VERDA STEEL FABRICATORS 27245—B SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 L?LDO C CREVIER BMW SANTA ANA., CALIF HARRIS CONTRACTOR S.A. ABU—DA YYEH GRANT GENERAL CON77:78 DATE c8m 2-22-05 SHEET JOB I DATE I NO. E16 NO. n ��yn �,��� ,.����� 8a9023-VERDASTEEL- i SETS- -(D) PAGE 01-1 13F0[[5.T1F- 61052:15:17 F-M 7m 1/4"CLOSURE P (GRIND) r- r- C SECT A —'A (AS SHOWN)_ DETAIL OF PLSrjpa DIMS ON PAN 1 111/6 2 7/6 3 1 4 41/2 5 21/ 6 6 8516 7 11/ 6 8 "/l6 WIDTH 1'-4516 tj 12 DETAIL OF '• STUBS TO NOSING LINES NOSING N0, STUD 1 0 2 V--011/16 3 2'-15/6 4 3'-23/6 5 4'--3Yl6 6 5'-4 7 6'--411/16 8 7'-55/8 9 8'M-63/6 10 9'---71/6 DIMS ON PAN 1 89/ 6 2 7/5 3 1 4 111/16 5 29/16 6 51'/ 6 7 Ivis 8 115/16 9 5/6 WIDTH 1'--9 I I I I I I I I I I I PLAN I I I I I I I I I I I I I I I I ) I I 31� maL 10 T'S. @ 11 9'-2 5 DIMS ON PAN 1 1 2 1 27/8 WIDTH 37/6 TYPICAL PAN WELDING BILL Of MATERIAL OF PIECES PIEI MARK DESCRIPTION LENGTH REMARKS FEET INCHES ONE 9A STAIR 1/1 MORI Me12x10.s 11 1101,8 1 po PL GA14x16n6i 3 10114 SEND 10 pb PL GA 14x21f 3 104 FEND 1 PC PL GAI*Nii 3 10114 BEND 2D ob L 1 %x1 v44xAI6 0 9Y2 Role MAT'LS.' A36 U/N BLUE PRINT RECORD NO. 1 DATE I FOR I CK REVISIONS BOLTS .. �......,,....,.,. NO. DATE DESCRIPTION OPEN HOLES EDGE DIST PAINT 1 SIC PRIMER U/N i STAIR DFTA/L.S (STAIR #0 VERDA STEED. FABRICATORS V245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT BLDG C CRE VIER 8MW 5AKA ANA, CALIF ARCH'T NARRlS CONTRACTOR ENO S.A. ABU—DAYYEH GRANT GENEAAL. COAT Ru DWN 8Y c8m DATE 15 tla SHEET JOB (REF. E4) ICHK BY DATE NO. NO. Z5:3YUZ'�-VEHUA�; I EEL -I SL I �- -�U) PAGE 018 OF Obb.1 IF I b I Il PNI m 8890228-VERDA STEEL -7SETS- -(D) PAGE 0 10 OF 035611 IF - 2/161!06 2 16., -11 PI~ij BILL OF MATERIAL MARK DESCRIPTION REMARKS SHOPNOI-E. SHIPLOOSE FIRST TREAD OR PROWDE 3"**--&x7'**t ERECTION HOLES TO INSTALL REDHEADS 0014SR HOLES WI PL GA12x4x7 AFTER INSTALLA W OF REDHEADS. VERIFYICOORDINA X W1 ERECTOR. W'CLOSURE PL - (GRIND) to to C3 may NP(NS)(TYP) 171/4 11/2 12 9 11/1 pb(TYP) A ob(TYP) Po 4 41/2 as (GOL=23/4) 10 T'S. @ 11 W-2 m SECT A —A (AS SHOWN) SECT B—B (OPP HAND) DIMS ON PAN 1 61/8 2 1/8 3 4 5 29/16 6 37/8 7 "/l 6 p 8 111/16 WIDTH 87/16 DETAIL OF PLStvpa m 33/4 W'CLOSURE PLS (GRIND) T.O.SLAB=+6'-1 PC Lo 11 -H cri cr- C) I�p T.O.SLAB=+O'-O 'o 12 STUBS TO NOSING LINES NOSING NO. STUB 1 0 2 1$-07/8 3 1 2— 1 "/l 6 4 3'- 2 l/i 6 5 4 8 6 5-41/4 7 6-5'/l 6 8 7-511/16 9 8$-63/4 10 9 —75/b DETAIL OF PLSrvpb DIMS ON AN WIDTH l-91/8 I ! PLAN 1,4 MQL 10 T'S. @ 11 = 9'-2 33/4 ONE - STAIR- 11A I IV I // % I - / TYPICAL PAN WELDING DIMS ON PAN 2 23/8 WIDTH 3 % DETAIL OF PLSr,.jpc— r./iffiv, rol. ONE I 1A STAIR 1/1 Mal UCIMO 6 11 71-Y,8 1 pa PL GA 14x8?li6.k 3 7P2 BEND 10 pb PL GA142111xk 3 7Y2 BEND I PC PL , GA 14046� i 7A� SEND 2 as L 43kh 1 0 1 4 1 20 ob L 1 Yv I YlAte I o I 9!/z I I FIELD BOLTS 2 N8 "0 WEDGE ANCH 0 5 WS5850 MA 71 S.' A 36 Ull V BLUE PRINT RECORD NO: I DATE I FOR - I J REVISIONS BOLTS NO. DATE DESCRIPTION OPEN HOLES AS N79 EDGE DIST 2m VIN PAINT I S/c PRIMER U111v STAIR DETAILS (STAIR #5) VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92584 (714) 425-2531 FAX (714) 241-7745 PROJECT BLDG C CREVIER BMW SANTA ANA CALIF ARCH'T HARRIS CONTRACTOR ENG S.A. ABU—DA YYFH ORANT CENERAL CON77?8 Owl Aw DWN BY c8m DATE -05 SHEET JOB 2-15 DATE E5) ICHK 13Y I No. NO. 889023-VP RDA STEEL -7SEPS- -(D) 2:16:17 'I'NI 1/4'CLOSURE P (GRIND) SECT A —A (AS SHOWN) SECT B—B (OPP HAND) H DIMS ON PAN 1 111/8 2 7/8 3 4 41/2 5 21/16 6 83/8 7 "/l 6 8 1 "/l 6 WIDTH 11-47/i6l DETAIL OF PLSrlpa 12 STUBS TO NOSING LINES NOSING NO. STUB 1 0 2 1$-07/8 3 2,-111/16 4 3- 2 9/16 5 4'- 3 3/8 6 5-04 7 6'- 5 1/16 8 7'-515/16 9 8$-63/4 10 9$-75/8 DIMS ON PAN_ 85/8 2 7 /8 3 1 4 111/16 5 29/16 6 57/8 7 'yl 6 8 111/16 9 '/8 WIDTH 1 DETAIL OF PLSrvpb MOR -- - - - - - --- - - - - -T PLAN i ! 33/4 MOL 10 T's, @ 11 9$-2 33 /4 ONE - STAIR- 12A TYPICAL PAN WELDING DIMS ON PAN 1 1 2 23/8 WIDTH 31/8 DETAIL OF PLSevpc H TYP (REF: E5) BILL OF MATERIAL DESCRIPTION MAIN MAIN mm �. Nl�@NININIIN MAIN MAIN MEMIM MAIN 001100MIN110 1 mm 110 MAIN mm MAIN mm MAIN MAIN MAIN MAIN MAIN MAIN m MAIN MAIN MAIN mm 110 110 NO MAIN MAIN MAIN MAIN MAIN 110 MAIN MAIN 110 110 MAIN MAIN MAIN MAIN MAIN MAIN MAIN 110 110 110 0010101MIN NO 110 MAIN 110 110 m MAIN 01 MAIN NO MAIN MAIN m 110 MAIN mm MAIN MAIN MAIN 011100MIN110 mm 110 000001 110 0010110 BLUE PRINT RECORD MAIN 0110100MIN MAIN m BOLTS OPEN HOLES DIST L-PAINT I SIC PRIMER UIN DESCRIPTION HIM INEDGE SIN 0100010M mm VERDA STEEL FABRICATORS 27245-8 SCOTT ROAD MENIFEE CA 92564 (714) 425,2531 FAX (714) 241-7745 PROJECT aLDG C CRE VIER BMW SANTA ANA, CALIF ARCH'T HARNS !ENO S.A. ABU—DA Y)TH CONTRACTOR CRANT CENERAL CONMS WIN 8390"2 'VFFDASTEEL-7SET�D- -(D) PAGE CY211 OFOFrT!F-2V16M5215- 17 Pz1 339023-VERDA STE EL-7 SETS - -(D) PAGE 022OF O5F5.TlF-12-/16;05 2. 1 IQ 17 Pfvl I/ (I EF vERZTH- El--EI i J- U D T 1 F y I u E F, E" E 'Pk� D�'�"- I L E L - -,7 '--, E I GC 212 m In 2" METAL DECKING (BY OTHERS) WITH 21/2" THICK CONCRETE FILL T.O. SLAB = +12'-0 ► i I I � f I ► ► i i ► f ► � „ I I I � i { i ► { ► PLAN i I ► ► o CD ► ► I I ` , ► ► I ► I ► i f � 00 � lvr,-� i41 SECT A --A '(AS SHOWN) SECT B--B (OPP HAND) DIMS ON PAN 1 1 1 21/2 WIDTH 31/2 12 Q 61516 05 1 m VA DIMS ON PAN 1 53/4 2 1/8 3 1 4 1 5 2916 6 3 7 1116 8 115/6 WIDTH 7'16 DETAIL OF PISr-opd 12 19 TYPICAL. PAN WELDING 11/2 14lo X-STG PIPE POST SPA 0 4' 0 0. C. MAX (SEE DETAIL 11IA16) STAIR NOSING LINE c� C12x2O 7 STRINGER AT RAIUNG POSTS PLS NOTE !! iv STUBS TO NOSING LINES NOSING NO. STUB 1 0 2 1'-0716 3 2'_01316 DIMS ON PAN 1 73/4 2 1/8 3 1 4 111/16 5 2%6 6 5 7 "16 8 11516 9 1/8 WIDTH 1-81/4 DETAIL OF PLSrjpb TYP TYP (REF. E1 BILL OF MATERIAL NO. OF PIECES MARK DESCRIPTION LENGTH REMARKS FEET INCHES ONE 21A STAIR 1 M0 C12x2O.7 3 ll;36 1 mb1f C12x20.7 4 81%6 1 pa PL GA 10x 7-s'f 5 6 BEND 3 pb PL GA 10x 20 4 "—+ 5 6 BEND 2 pc PL GA 10x JW'f 5 6 BEND 2 as PC L4x4xfl4 0 4 6 ob L 1 k4x11i4x-Yi6 0 9Y2 2 cc L1.xi%x% 4 211 1 ad L3Y2x32xAh 5 6 1 oh L3%x3fxAh 5 6 FIELD BOLTS 7 q81 "0 WEDGE ANCHORS 0 5 WS5850 MA71S.• A.36 U/N BLUE PRINT RECORD NO. DATE FOR CK BOLTS OPEN HOLES 14& "O U%N EDGE DIST 2" U N PAINT 1 SIC PRIMER U N REVISIONS NO. DATE DESCRIPTION STAIR DETAILS (STAIR ) VERDA STEEL FABRICATORS 2720-8 SCOTT ROAD MENIFEE CA 92584 (714) 425--2531 FAX (714) 241-7745 PROJECT ;BLt0 C CRE VIER BMW SANTA ANA, CALIF ARCH'T HARRtS ENG S.A. ABU-DAYYEH CONTRACTOR GRANT GENERAL CCW7RS OWN BY C8M D 3E14-175 SHEET 2{ NO. I JOB NO. CHK BY DATE