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NOT IK GONTRAGT � A.c ��+t�TCOxc� F.�. �i� exrn�wisr�¢ tyo r�n�►vte�R GLIENT: ARGHITEGT. - � q� q�,G� F.EG. FIRE EXT GRBINEf NT5. NOT TO SGALE PAUL SGHMERGEL WOODLEY ARGHITEGTURAL GROUP, ING. ,a� QL. AGOU571G PLASTER t�M• �t=M�N�t� GALIFORNIA OF�IGE AG.T. AGOUrTIG TILE F.F. F�AGTORY FINISH � � 151 KALMUS, 5UIT� E230 '� ADJ. ADJUSTABILE �I� F�H� �►r6i�og.c oc�� oN�� GOSTA MESa, GALIFORNIP� a2a26 � a� �a�6,a� �.+�.c. �a� � cneir�r o.n. oursin� �iAr�r� I ('714) 546-aaia c AL.T RL7ERNA'� FIN. FfN15H OP6 OPENIN6 �� � nwM. ftt.ur�tn�uM FLR. �i.00R ot�. o�osire I ('114) 546-8q2Q (FAX) M���I � ANOD. AIQODIZED FLUDR PIJJORESGEPIT O.TS. OPEN TO STRUGIURE � APPROX. APPROXIHATELY F.L FEAW LINE � � ARGH ARGHITEGT F.O.G F�4GE OF GONGI2ETE pqR'TN, PARTITION STRUGTURAL ENGINEER: A5B �5BE5T� F.O.M. �AGE OF MA50NRY .�--g �r � ���'�� MONROE A�ND NEWELL ING. _„4 <<; ASPFI. ASPHALT F.OS. PPuGE OP 5TUD5 P L. PROt'ER7Y LINE A.T ASPHALT TILE F.S. FLOOR 51NK pL p��� "t0 BENGH MARK R0,4D _ N AUTO. AUTOMA�IG F7. FL�T PL 5 PRIVAGY LOGK 5ET A�lON, GO. 81620 w ��- ��T�-� PLYYVD. PLYYVOOD � a s�v. e�v���,.�m � �a"i0) q4q-��68 x SD. BOARD P O G. POINT OP GONNEGTION u, SLK BLOGK 6A. GAUGE P P. PU�'�Fi PLA'fE - � � 5LK6. BLOGKIAW 6.I�v GALVaPIIZED IRON PV.G. POLININYL-GHLORIDE f-�I`�f� Cr�l�CU�� I ION A_ 5 GI TI �1 � BLDG. BuII.DINC� 6L. G�A55 V I W 5- 5- 4 ° SM. S�AM S.M BENGH M,1RIC 6�. 6�� IZA. REIIJRN AIR HOT. BOTTOM 6YP. 6YPf�IJM RAD RADIUS F FIRST �LOOR 1'135 SF GI IE : 'I- 'I- 4 w SRKT. BRAGKEI REFR. REFRI6ERATOR SECOND �LDOR 6'16 SF G S.W. H07H YVAY5 H g +�M�S E S I B f 2 E I N F R E I N F O R G I N G H.�. +�o�.�ow� �v. r�v�s�oN TOT,4L FINISHED z4» � � GAST. GABINET H.D 1�'EAVY DUTY RD. ROOP DRAIN "�'' G.B. GATGH BASIN HDR. FN=ADER f2M. ROOM EXISTfNCx DECK 360 5F � G.G. GENTER 10 GEN7ER HDY� ti�ARDWAR� R O. ROU6H OPENIN6 � G G L GYLINDER DEAD 40GK H.M. Ii�LLOW METAL R,y� �py�ppp 1�11� p�CK 2�2 $F GEM. GEMENT FfORIZ 1�40RIZONTAL � GER. G�RAMIG H7 H1EI6HT � -- G.I. GAST IRON HTR. H1EaT� � GL6. GLILINb H,W, }I,p7 WATER 5.G 50LID GORE _ � G L 5. GYL.IND�R LOGK 5ET `���p• ��p�� �C GLR. U..�AR 5EGT. S�GTION � ' GNq1 GONG.Mh50NRY UNIT ID. IM51DE DIANiETER SEL. SELEG'f - � �� GOL. GOLUMN INGL. IPJGLUDED T ! � GOMf'O. GOMP051TION INSUL. IMSULATION 5HT6. SHEATHItd6 -- � GO1�lG. GONGR�IE INT. IDI7ERIOR 51M. 51MILAR -, GOND. GONDITIQNING INV. 1�1VERT SPEG SPEGIFIGATION , �4; GONP GONFER�IGE 55 5ERVIGE SIWG +:. GONN. GONNEG�ION JT JOINT 5Q. SQUaRE I�sP �I�'�S �Y"'.Q� �( St f,�`;������!�� �, GONSTR. GONSTRU"vTION 5T. STAITtLE55 'k GONT. GONTINUQU� 5TD STANDARD " =; GORR. GORRU61�TTED K.G. K.EENE GEMENT GPT GARPE7 D K1S KNOS LATGH SET 5TL STEEL o _ �t '�jpti'v�.p� ��c1�.1�$ f�, �PL 0415 Community Development ,_ c�c couNr�r�uKK SrRUCT s��v��L '�" �M�O�� � �� Department � c� ��-D��� u�s, LA80RATORY s�. s�rrlicn� '� Buitding Safety&Inspection q �,M. �.aMn�� j� servic�� � DSL DOUBLE LAGG2. LAGG�UER ���f��� DET DETAIL lAV. LAVRTORY TBD TO BE DETERMINED � D.�. DOUGLA_ �IR T G. 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DOWNSPDUT MBL NiARBLE Nb SEGTION etrors in said plaris.��S�I�d�A.Cr�t+9ta prtvendng build�na �' � �o Q _ DYVb. DRAWIt� MEGH h1EGHANIGAL U.B G UNIPORM BUILDIN6 GO �*►+� FEET operahons betng��t�.t wls�b iq viol3dOS!of this Code ot of ` ,�9�� �4 ��� p. i' MED. h1EDIGINE any other ordu�anees of ' j 'Cti0t1. D.W. DRYYVALL MET. h'fETAL UR URINAL " ITyGHES . � � v � � ' t 1 � � E�� MF6 NiRTMJ�� TURER INTERIOR �A� IIVITIALS. � ' �� 3L 0 EL. �LEYATIoN MIN h11NIMUM YGT VINYL GOMPOSITE TILE �ELEVATIONS � =� � � .�. ����1�� ' .S .2�1� �S Or ���5�'CU�.C�101►t� �� � ' � ��- ELEGT. EI.�GTRIGAI. MISG. hi15GELLANE0U5 V G VITRIFIED GLA�Y ��riON�'iO. � � (�� ' Y� ;°'� � � �� E�EV �1.E1/ATCR M.L. h'IETAL LATH YERT VERTIGAL (h DIAMETE2 M O h4A50NRY OPENIN6 � 0--� `�r/f L r e� � � `u � ��• ENT. �NTRAtMCE M T h1ETAL THRESHOLD V.G. 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VARI�S G( 12 I I � GL6. �(ARI�S � � II � : GL05�T � u��, - � � - - - - 36N TAI.l.PONY WAI.L � GARPET + I GARPET � GLG. VARI�S � � m m _ . o r� - - - +36"GAB. `fl �� I I LINEN p o GARPET 4 O , }- � (V C] � it1 � 4 /66e GLG�ARI ES � I I I I - _ v IRONING 71L� � DN � � GENTER C� m GPT TILE TIL GPT I5R m tY � FLAT 50FFIT `" cn _ � i I I I � � -���p . 2668 � �r�a ��a - - � _ � - � � � � � � � � d � � � � o� _ _ �' � — A 5 GI TI N � V I W 5- 5- 4 ° � t � GI IE : '1- '1- 4 n 2'-? 5/8" II'-4 I/2" a'-10 'I/8" , 3'-q" '7'-I 3/8" 4�_6° 4�_a�� 3�_6° ��_6° o � ° 27�_8° ° 4'-10 I/2�� 3 5/8" 16'-4 5/8" 3 5/8"��_0�� 3 5/8'4�_6�� NO'TE. GONTRAGTOR TO n 1/ERI�`f RLL. EXISTING � 0 , „ GONDITIONS PRIOR TO � 60-8 ORDERING Ma'('�RIf�LS. � , � a NOTE. z - '�POR 2 HR PIRE RE515TIYE a GONSTRUGTION REF�R z TO DETAILS. � *PIRE MARSHALL TO � APPROV� FIREGAULKIN6 � d INSTALLATIOK TEGHNIGS � PRIOR TO INSTALLATIOH. � � � t- _ �c a ' � � 5��0�� ��.00� ��.�� , , �� � �z o \ +1 i � �� v �. � , " }- SGALE• I/4" = I'-O° . �, ���,��,;*���a,;�a°�y�,;,��, ���r � s.m � ` ,�� •. o � e � . � e ����`�� . �> a � , � u, � _ . � , , �'�a��" � e o } � • � a o -- V , �,�� �, #,���Q` a � X w ;��m fl � w �9� � , r✓fs�� �fA ��Q �V'3'^� F�$— , , r�°'�',�' � .e A . � � `�f�i,, �' � ��,°�A�'0 Q , a �s��9�3 � • ' � � Z , � . - � � u . u! Q! ' , _, �i � � . . ' A � E a . � • , � � � . v� � �r � �� . l!J • 1 • � xf ' � I�. � �1� w � _ - � � F __� . — Ur � � � a . � z _ � 00 LE � A CHI ECT RA Q � GR iJP, INC � w � 3'-I" ' _ � � � — >- i� � � � CAL FOR fA 0 FICE ' C STA MES , CA EOR IA 828 °� � I'-10" I'—ID" (�'—b I/2" EL 714 46— 919 AX 714 546— 929 B C ` CO 0 0 0 FICE � � 137 SO H R[ GEL E B ULE ARD p—�C i ' �1 - - - - 36" PONY WALL �' tt cHt,n us eatl , C LOR DO 0129 r — — — — — — — EL 03) 83— 231 �AX 303 883— 922 _ � v � � � b hit� �fi f� I ° StEEL BEAM WRAPPED o � �.SP�� � — — — — — — — — — — — WITN (2)LAYERS �/e' TYP� � • r f -1 f j �-1 rj �-1 f� 11PPER I— � rj �-1 r 'X' CsU1B. �., � ���� ���� ���� � ���� GABINETS ' ���� � � ���� � ���� � � � --- � � L J L� % L� �J I II I I II I �� �J I II I ` � � I IIII I I • IIII . I I IIII I z 5� � �III � L J tILE L J ��- _ _ UJOOD MANtEL a�' 1 °J - 1 � "' � � n IIII � 8�-� i� UL. LISTED CsAS o — � � U II II � _ _ — — � � O � FIREPLAGE - — � e�� r � � C � "'� � 1 � II II � � � �1 c s ets � �r � � ' � - � II IIII .� � � IIII � IIII II IIII � o � I I � � � � � . 4.� L L J �� L J -� 4�to�KICK L J — � PR�-CASt CONGR�tE � � � � 3'-10 I/2" 2'-"i" }�gqRTN STONE � - 6'-5 I/2" `� x w w � r- � � r-- � � Q ltJ �C I fiG#��N� i•� I X ( �� �OV � a � � �- o � 0 SGAI.E: I/4" = ��_��� - � _ n 0 z . � , � � � w _ � . v z � 0 � � . � • � - - -� - - - - - i� MIRROR � � � � � i M RROR �� \/ = b�cb TILE �\ /\ MIRROR i u iy' P�D15TaL SJRRDUND � � � bx6 TILE � � � SINK � `''�R��� TUB/SHOWER JNIT �c; 5�lONtER m -`_� VANITI' � VA�NI7Y — — — — WG � � ',� S�AKING TUB � — — — — / 50AKIN6 TUB � — — — J ,� _! � . � !F 1 (1 u'", — w A 50�G1 TI N � V I W 5- 5- 4 ° � � GI IEI : '1- '7- 4 w 0 � �3�T#�fi�'001�fi �� M�ST�� �B�T� ��T+��ooM �2 � �� r r �J�IAL.E. ��4" = ��-Du - 7 . � � � . q � � a c o� � � 4 � � , t= � u' r F+ooKS 8 8 � � � a MIRROR � � � / \/ LL � /\ ` — s TI L� SHOINER � t ` �- VANITY � I�� — � �� �' �� ' c B�NGH _ � - \ / \ � DRY�R SPAG� I I I �.�` � •3qt lai�io 1!!fdl,� u. � \ I I � q,�s��i � �,e��� ��e � cY \ � � WASHER SPAGE �oo, t �\``+ � �9 Q W 9 A I�A1�p � T"'�y •���Y B' y� P �V � l. �, , u`'C�"� 2 c'� 0� �° u � '� lt w o` � � ° =e a�" �� r -�.� � C a o ,r a �'�'�j,"�, � `� 1 � � 4��`�� �(�4.�S 'G C� €; � a+ � ' t- rPe�O�� '6�tri � a ! � `"E�� �@'� 'o�a� C ' lD1���aSg� � i, L _ � Ot c � ��IT�Y ���1�+� ���r+��oo� #� 1��U1���Y � H � � � ,� � Sc�.e: ��4° = r-o° !� . -,� , �� u � -- � �� . � r _ � w � � � �- r � � � J Q �..� • Z � 00 LE � A CHI ECT RA I a - oc GR UP, INC � w � � _ � 1 a � w � � 12 Q / \ —1���2 CAL ORMIA 0 F[CE � . � - ' / �_' C STA MES , C EOR IA 828 �`r �1 EL 714 46- 919 AX 714 546 929 B Ct _�,,,__ 8" X b" T 5. TRU55 MEMBER (TYP) I C ' TOP OF BEAM - Co 0 0 0 E[CE-� � Ct � 137 SOU H RI GEL E 6 ULE ARD � I 2 12 H GH DS RAN C LOR DO 0129 �A I 8" X IF!" T 5. BEAM EL 03) 83— 231 AX (303 883 922� � � \��j TYPIGAL OF (3) Z yar tur � _ � ( � i ry � � � I ry � i � - - - a �- u, 9'-2" q'-2" � � z 0 STH. FIN. FLOOR LINE 144'-q" � : - - - - - - - - � a � . _ � w T�'U55 Nfi�M��� �.�YOUT � ~ � _� � _ � SGALE: I/4" = I'-0° — w a U � � Q O A w � � ` �� � a �XISTIN6 GOHG. � ���' TOP OF �XISTING GONG. YVALL I66'-I" TOP OF EXISTING GONG. WAI.L 166'-I" i a - - - - - - - - - - --1 u - � � EXISTIN6 STAIR � _ � TOiN�R B�YOND TOP O� EXISTING ROOF TEES 162'-6° � - - - - - - - - - - - - - EXISTIN6 GONG. WALL � � � � ry �� ' BOTTOM OP EXISTING RDOP TEES BEYDND � � - � w ROOFING TO M/�TGH � �- � TOP O� RIDGE BEA�M � EXISTING � 2 X 10 TUBE 9T�EL (TS� BARGE � � 12 �� � � 12 � 2 X 8 T.S. 5UB-BARGE ����2� �5-V2 'a; � � ' 8" X 8" TUBE STEEL (T.SJ TRU55 p 2 X 10 TUBE S'TFEL (T.SJ FASGIA �� � � MEMBER (TYP) � TOP OP EXI5ING GONG. WALL O HEAL I�6'-O" ,� � � � � TOP O� BEAM — � � �� 2 X S T.S. 5UB-PASGIA - - - - � � � c 3 TOP OF EXI9TING RODF TIES 155'-O I/2" � � � - - � 8" X I b" T.S. GORBEL - - - � � � 8" X I6" T.S. B�AM � BOTTOM OF EXISTING ROOF T�E5 BEYOND � � �, N 7YPIGAL OF (3) a „ „ TOP OP WINDOW/DOOR -� ' S G. WOOD - M�TAL. GLAD _ E � 8 X 12 T 5. BRaGKET EXT. DOOR � WINDOWS TO � � O MaTGH �XISTING + 1- � u� u, � _ NEW Ot'�NING IN�XI5TING WALL 8" X 12" T.5. BRAGKE7 N � � � A S GI TI N _ e- m ry � VI W 5- 5- 4 ° � — 3" S T U G G O W R A P P E D IRON RRILING G I E I E : '1- "I- 4 � 3" 5TUGG0 WRAPP�D Q POAM GAP c 3'-4" FOAM GAP � 3 GOAT STUGGO, I N ry � 3 GOAT STUGGO, �INISFf TO MATGH � � � � � �INISH TO MATGH EXISTING, TYP. EXISTING, TYP. � � iq m c 5TH FIN. �LOOR LINE 144'-9" _ _ _ �_ _ _ _ _ _ _ _ _ 5TH FIN. �LOOR LINE 144'-q" ' � , � • � n� 8" X I b" T.5 GORBEL 5 8" X I6" T.S. GORBEL '� � " DI ? � � � WDW HDR � - - - - 8" X I6" T.S. B�AM a � O � O _ o��c � 8" X 12" T.S. BRAGKE7 � - EXISTING WINDOW � 8" X 12" T.S. BRAGIG�T � N � _ � � EXISTING STUGGO ; � FINISH �, — � �- � 3'-6" 3'-6" 6" 4TH. PIN �LOOR LItJ� 134'-6" 4TH. FIN. �LOOR LINE 134'-6" � — — — — — — — — — — — — — — — — � � � � � � NOT'�: GONTRAGTOR TO `t� ` ry�' � � 1/ERIFY ALL EXISTINC� � � 4 GONDITIDNS PRIOR TO , � ORDERING MA7ERIALS ;;:'�������ir'"/���'d.'j `-` EXISTING WINDOW g ,r� :ta �""e m�m • � C.: :. `"4`e°� �� 00 ° ..��d LL � ,,,�d � � O ,,, � - LL f 0 '-7 � �k � 9 s � _�' ��., �,3 '� o � � �� -° • '�-�� � m v � �° � �a e �� a R o �. a � � ����,������ ���� ���� � a w � ��'�r+�1�rv�s�i�1l����V� L , µ ��1�GO�lY �'�'O� I �.� ��LGO1�Y �L.���TIO1� _ ° � � � � n SGALE: I/4" = �'-�° SGALE: I/4" = i'•O" � a �r � � . �, � — f � � . � r �.i - �a ���l��l�ll��� J�I I��J--�7 n `� � ." � �AN � _i , �- F,4N/LIGHT � z � � JQ J-BOX � 00 LE {� R�G�SS�D CAN A CHI ECT RA � Q � GR UP, INC�� � �- FLUORE5CEN1' RECE55ED GAN � �c �- NANCsIKCx FIXTURE � � � � � GEILINC3�IXtLIRE CAL FOR A 0 F[CE - ',l�yE23 __.__ y C STA �dES , CA FOR IA 828 r� _ � _� � n m � -�- IUALL MDUNT�D�IXTURE EL 714�46— 919 !AX 714 546 929 � � _ �_ - - ----�— _ 2- � 4'-O"m �Q �Q 4'-O" , ��r �� (i 5'-O" 4�_6�� � 2'-3" (�'� � I I I I I I I � � — �'r— __� � (� 1'( �t�'�r 137 SO R[ GELO E B ULE FARD � I I I I I I I LG. VARIES �I � � H GH DS RAN C LOR DO 0129 � TILE � �� NIDD�N OlJ7L�T EL 03) 83— 231 AX (303 883 922 V � � � � � � � L��T � (� �����M # r� � ��N� �✓ � d�yar te a � _ _ _ GLG. VARIES �, , �, �„ � GLG. VARIES GLOSE 1/2 H07 OU7LEt � GARPET � ' GARPET � � ` GL6 VARI� � �; ` — — — g���� � � . GARPET �7 — — — � � � � � ''—` � � Cs�.L OIItL�t � / ` �?�. �Fi °-'- - - - �> � � � � � ��-_'�_ - _ � � �' � '/W \ W IL RIES ' _ � FLOOR OuTLE7 � I I I I � m � � w� m � I I I I SQ•j �z0 220 Y. ouT�.�T � � 3 3 � �� scoNC� �ixTU� a . — — � . � � SIUITCN _ � � � ' �3 3-UTAY SWItCN — x , �4 4-UlAY SWItCN � ► 5�G01�1� ��.00�. UTII� ITY �l���l � 5Q SMOKE DEtEGtOR 3 n SGAL�. I/4u = I'-O" CNIMES Q o DOOR GNIMES u J � � DOOR B�LL � ct � TN�Ri'10STaT _ � ELEG m _� �L�CtRIGAL PAN�L o � -- � Tv. 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BOXES SNA1.L `'� C 2'x2'xl4' 7NICK MEtA� ANGL� WItN 3/8' � �� �Lt,9FdIMMED t0 GLEAR n, LAG WtN 2' MIN PEPIETRATION INTO s B� 111.LIStED AND OF A �= Tt,IB/SNOLUER PAN.HOLD , StRLICNRAL MEMBPR MA�RIAi. APPR01I�0 FOR 1,15E IN � 00 LE � BAGKERBOARD i/2' ABOVE tU8 — ,4 tlUO NOUR�IR� RAtED P,4N A1�lD 01IERLAP�LANC� 1/2 MIN NOTE:PRDVIDE 1/4' tNICK FLAt EX��D 16 SC,2t,lARE NCN�S) A CHI ECT RA � StOCI{tUItH f2I 3/8' DIAM.IUEpC�E 2 x BAGKING ANGNORS FROM GEN't�R aND END ` GR UP, INC � I SIJPPQR?9 t0 COHGREtE SLAB 1/8' MAX.GLEARANCE B�1lUEEN � BOX ,4ND GIJtOUt IN DRl'IUAI..L � � C IFILL JOl�lt WITN BEAD OP 3M �"� � d tr O FIRE BARRIER GP 25WB+GAl1LIU �- CONTINU0U5 BEAD OF > _� DECOZATIYE (RON 1U01�lG PER ' SEALANt lU/BAGKER ROD � � BUILD:R — ° W CA FOR 0 FICE ?YPICAL AT ALL JOINTS ALL KNOGK-011tS NOt U�D NO T U S E D � SNALL REMAIK INtACT(NO �tJUSED ' � � � T E D C STA MES , CA [FOR [A 829 N O }���$ �L��.(. B� ��t���� EL 714 46- 919�AX 714 546�929 � U S 2 x�RAME WAI.L W/ NO?E: OUtL�TS SHALL BE SPAGED C INSt1LAtI0N �4T�Xt�RIOR UJALL ND L�SS tHAN 24' O.C. CO ORA 0 0 FICE— � C UJ�LDED tURP S7E�L BOtTOM RAIL L37 SO _ RI GEL E H ULE ARD � � I1�TALL MOLDABLE PI.IttY PADS, H GH NDS N C LO 0 0t29 �� J\*I P�� 3M tYPE MPP-45+,P�R A 'O�S EL 303) 83- 231 AX. (303 683 922 �� f'i�`� MANIJFAC?I,IR�R'S SP�CI�IC 7 � 2'x2'xl'4' tNIGK MEtAL ANCsLE IUItN 3/S' TO MEET 2-HR PROTEGTION � �a a � `r LAG IUTN 2' MIN PENE7RAtfON INtO UNFACED INSU�AtION � 57R11C7URAL MEMB�R ALL AROUND BOX � � TUB/SHOWER W/ TILE s�C7. ���Y. METAL GUARDRAIL 2 HR OUTLET/SWITCH - _ �� 17 13 � s�A��: 3� : ��_m� 9 S�A��: � ��� : ,�_m� 5 �a��: 3� _ ,�_m� 1 � 10800-02 05'100-21 6155-10-01 `� � u, � Q N07E: 115E OF PLASTfC OUTLET _ °� BOXES IN FIRE RATED U1A�LS IS � � 9tRIGtLY PRONIBI't�D ��- �' ' � "" 2 x�RAME WALL W/ INSULATION � � ° i AT EXT�RIOR UTALL � I BASE 1QYER 5/S' TYP� 'x' NOT�: EL�CtRICAL BOXES SNALL - � n � BE Ul.LIStED AND OF A � . � CEMENtltl0t18 BACKERBOARD � � �Y�� �'�-�-�'�`� � MATERIAL APPRDYED FOR USE IH i � O/ 15��ELt SNIMMED t0 GLEAR � � VENE�R BASE APPLIED A ON� HOUR FIRE R4tED � i '(�B/SNOIUER FLANC�.NOLD ,� � PARAL�L TO �AGN SI�E OF 3 ,45�EMBLY (BOX SHALL NOt �� 5/S' MEtAL StUDB 2d' o.c.UJItN I' x j BAGIGERBOARp 111' ABOVE I I 'h'P� � ORl'IUALL SCR�UIS 8' �XC�ED 16 SQUAR� INCNES) ,,, � 1UB/SHOWER PAN t LAP OvER �i �LA�NCs� I/2' MIN. I I o.c tO�DCsE AND 12' O.G.t0 . I/8' MAX CLEARANG� BETIU�EK � � � � INTERh'EEDI,4?� StUDS. 80X ,4ND GUtOUt IN DRYUTALL -- _� 2 x B 0(CKING � � IFILL JO(Ht WItN BEAD OF 3M � �AG� LAYER �/e' PL,41N OR O �IRE BARRIER CP 251UB+CAllLK1 ' DEGORJ4tED CsYt'St,IM ,�,`` GON71NlJOUB B�AD OF IUALLB�ARD OR YEN��R BASE A1.L KPIOCK-OUTS NOt 11S�D F �ALANt AND BACKER ROD APPLIFD PARALLEL OYER SNA1.L REMAIN IN7ACT lN0 UNU�D __ � TYPICAL At ALL JOINtB I I BASE IAYER tUItN LAMINAtING NOLES SNALI. BE L�t OP�N) � NUT USED N4T USED O = � n ' � � COMPC�,MD COMBED 01I�R NOTE: OUTL�TS LOCA7E0 IN A ttll0 0 I I �i�ItIRE 511�ACE.M�tAL BASE HOUR IUALL MAY BE LOGATED — - � � AND TOP R�TAIN�R CNANNELS. CLOSER tN,4N 24' FROM�ACN ° �""" TUB/SHOIUER lJNlt , � � StAC�CzR JOIN?S 24' O.G.EAGN OtH�R IllNEN CONSTRUCt�D P�R � LAYER AND SIDE. tHIS D�tAIL � , I I , Z I.AY�RS�/S' TYPE 'X' GYPSUM � ° c�C�rO*� � � 1N01�1--DAD BEARII�IC�) BOARD ALL AROUND SOX lUftN � v I I V � � 2x BLOCKINCs A9 R�QUIRED � �„ UNFACED INSIJLAtION �, AI..L AROUND BOX Z� TUB W/ TILE 2 HOUR FIRE WALL 2—HR OUTLET/SW PARTY ��' 18 14 ► ��.�: 3 . ,-m 14 �YP� �s�. 5���: 3 . � m 6 - � 10800-04 GQ-I'Tll , NONE �A�'�6155-II-02 � , �; �,� k�,' �� �' — Q � w _ � - IUALL=RAMINCs - SEE �RAMII�lCs PLANS IUALL �RAMINCx - 5EE � �RAMING PLANS �; — i/4' REvEAL r � � N BRAID�D FIRE GOLLAR 3M�IRE BARRI�R MOLDABLE PUtTY "-'' W/FI� G,4uLIC PER INStALLED PER MANUFAGtURER'S � I x GAP t0 MAtC+� INt.IIIOOD PACKAGE MANUiACTURES SPECS SPECIFICAtIONS 70 MEEt 2-NR FIRE � y � lU/I!�" R,4D.EA�D tOP EDGES PROtEGtION � �, _ a IN1I�RtED CASING 70 MAtCN A� ��P� � INT�RIOR UJOOD PACKAGE ABS PIPE � � �&- `�- � a GI TI N_ � _ __ ; vl W 5- 5- 4 ° N O T U S E D N O T U S E D 26 G1laGE CsALYANIZED SHEEt � 1 x UTALL lU/ i/2' GYPSUM 1"I�TA! SLEEI/� CONTINllOL1S N � GI IE : "1- "i- 4 a BDARD EACN SIDE AROIWD OPENINCz � 26 CsAIIGE GALYAN(Z�D SNE�? � MEtAL COhItINU0U5 AROUND N OPPNINC� W/2' MIN�AP ° m . o . r � O � z ,. _ � � �Q U WALL CAP FIREWALL PENETRATION FIREWALL PENETRATION z 19 15 I 5�a��: 3 : ,-m 11 ����: 3 = ,_m 7 a . , , . . . �A��: 3� : ,�-m� 3 = -- � 0b200-13 fo155-09-02 fo155-08-02 � < _ - r U , � — S�MI-GL05S ENAMEL A7'IUAI.L 1'OP J � 1. MA1'�RIALS US�p IN TNE FIRE SAFINCs SYSt�MB ARE t0 BE INS7ALL�D IK � h1�7A1.. GO�IER SEA05 ON 80TH SIDES ACGORDANC� WITN TI�E MANUPACtUR�R'S INStRUGtIONS PROYID�D W(TN 74�E ;i � MA'�RIALS AND SHAL� B� U�..LISt�D AS FIR� RATED PRODUG7S � 2x 70P PLaTE 26 G�xE GALVANIXED SNEET 2. TNE F AND t RATINCx OF THE tHROIXxH P�NEtRAtION�IRE STOPS SNALL NOT BE � Q MEtA COUTiNU0U5 AROl1ND l.ESS TNAN THE RESISTANCE OF tHE ASSEMBLY P�NEtRATED AND SNALL BE � OPENNCs lU/2'MIN LAP SUItABLE FOR tHE I~f�tHOD OF,AND MAt�RIA1.S SIJRROUNDING, THE � °'' �' � � P�NETRAtION AND PENETRATINCs ITEM. � � ; � S��Rl1C?UIRA!_ PLANS 3• 5EE u$.C.GHAPtER'1 POR�IRE R�SIStANT MATERIALS AND GONSTRUCtION. SEE � � � CxYP5Uh1 BOARD IJ.R.G. SEGT.'109b �OR ADDItIDNAL TNRDUGN PENE7RAtION REQl11REMENtS. SEE � U$.C.SECT.�09.7 �OR ADDItIONAL MEMBRAN� P�NEtRAtION R�QUIR�MENTS. ��'''�'` '"`"�"�%�% � , SE� LI.B.G.S�Ct.710.2 �OR ADDItION,4L CEII.ING MEMBRANE PROtEGTION �='� y�" e`�:v,, "�`o, ? STUD IUALL - 5EE FRAMING PLAN �fR��tOP SEAI.ANT ICONTINUOI�Z 4. DUGT OP�PIIN�sS PROtEGtED UJItN APPROI/ED GEILIHCs FIR� DAMPERS OR ;'_,��� '�e=0� 0°�°�'' � _ AROWD PENEtR4tING I"I�MB�R COMBINAtION �I'10KE-FIRE DAMP�RS SNALL B� R�Ql11R�D PER U.BG.SEG1'. 710.2 ,` � �' � " ON BDTH SIDES) AND �13.10 AND PER UM.C. S�Gt.106 AND 605 ` �°eu�s � ��,�� � w 5. FIRE SAFING SYSt�MS ARE SPECIFIC FOR�ACN VARYIUCx CONDITION OF A FIRE _ o�� � � � �°� W A �°t�� � N O T U S E D N O T U S E D �ATED WALI. ASSEMBLI',tN� PENE7RATION ItEMIS).AN�TNE MAtERIALB y a �"�-���° a � ° SELEC'�D t0 PR�II�NT tNE SPREAD OF�I tNRO�KxH THE PENE7R4tION, tHE ° w a AFING MA I $_pESIGNAT�.P.��S.�NF!���L1F.��1�. �"�"�'.; �°� oom g°� �•�' ° �ROVID�D SPECIFIC FIRE RAtINGS. $,4�ING MA?�RIALS SNALI. P� SELEG�D �' �, ' ' � , 1,,w u TOP OF SLAB OR 70P OF SUB�LOOR NoN-cOMBUS7IBLE =�=�- ,{�„�,,�,�,.,�e��� �; PENE'RATI1yCs MEMBER �ER EACN�TI�RER S'f�Cl�l(C�PRODUGt �It�RAtURE FOR EAGH � CONDITION ENCO E�iE��F1D DOCUMENTED IN SHOP DRAIUINGB�OR PRDOLlCT �� IUDOD BA�E R�VIEW BY TNE MANLIEAG7l1RER_CONT_R_4CTOR.BIJILD(NCs DEPARTMENt dNt2 „ - � ARCNItECt _ SILL PLAtE 6. SlJBhlit SHOP DRAWINGS ANp tECHNICAL INFOp'1AtION TO tNE ARCNIT�GT FOR ��` .�.Q,POSED TD BE l,lSED ON TNIS P�?OJECT�OR =` ' I.�PPROV,4L PRIOR 1'O StARt OF CANS7RUCTI01„� � � cr c� f� � - PONY WALL FLR/�EILING PENETRATIDN Q PARTYWALL F. P. N4T'ES / _ __I��� . �O �� ' $GALE: 3' ■ 1'-0' �� SCAL�: 3' = 1'-0' V SCAL�: 1 1/2' ■ 1'-0' °'1' i •� 06200-13-02 6155-0'i-0) �.PN. � ��`� ___..��� �I_ , . P . . , _ . ,._ . __. ., ""_ ' '� ' -T ---_ , , .. -,� ,-..-.-- ._,,....... .r ..._..._.�__...' _ °"" ' � .. , . .T-.,.,_.-_. ,.,.o... r -AC>»--..-,..•.,....�. ,....,.--•--^..--_...-..� r« ..�..,. -...-.... .,-.+�P..,---...-.,..�-.-.....,.,....,->..T=_,-,T.«.•,..�.,o-,, r-r, ..,._.-...,..._.-.. -r-.. .-..-e ,.�->. .,. ..— .. a ,m-r � , . ..; .,�...- ,..- �,-. .. _. ... ...,-..T.o--�ra...-.a,�^.s-m-+m'--..,..-..ay-.�.�.-�-.�-++*'-.,,,--n � �E " � W � r � ` � u 0 I .. T r. , ~ ' . � ' � ��� _ � Y7 �' � ._ i 7 � � GENERAL NOTES ' ' r � � '� ^ � ' 1 L IVE LOAD5 USEO IN DES fGN: ; ` . _. � , A ROOF (SNOW) 80 PSF 6 . M�TAI. D�CK , � , � � . , B . RESIDENTIAL FLOOR 40 PSF A UNLESS �THERWISE NOTED . DECK SHAI.L 8E SHOP -PAINTEO STEEL . SHALL BE OF THE � , TYPE CALLED FOR ON THE FRAM ING PLANS ANQ SHAl.L BE CONT INUOUS WHERE �OODLEY, P05518LE � C BALCONY (SNOW) 100 PSF ' , " ' B . DECK ING SHALL 8E _INSTALI.ED AND ALL OPEN INGS IN DECK CUT AND RE INFORCEO IN � ARL�NITEG�TURAL D WiND ACCORDANCE WITH MANUFACTURER'S STANDARD DETAfLS AND SPECIFICATIONS � ` ' 2 . EXP SUREN� SPEED 80 8PH G��qUP, ING�. �� EXCEPT AS OTHERW�SE N07ED . C WELOING REQUIREMENTS SHALL 6E AS FOLLOWS AND SH01Mv ON ATTACHEO TYPICAL • ' � � � E EARTHQUAKE ZONE 1 WEI.p ING LAYOU'T UNLE5S OTHERWISE NOTED ON DRAWINGS. • � � t . ATTACH R00� DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8° � � ' ' ' W 2 TESTING, INSPECTIONS AND OBSERVATIONS: PUD�LE WELDS AT 6'� (7 WELDS PER SHEET MINIMUM). � � � . � A CONTRACTQR 5HALL. PROV IDE COORD INAT ION FOR SPEC IAL IN5PECT IONS OF THE 2 • �aNG ITUD INAL JO INTS BETWEEN AOJACENT RdOF OECK UN ITS SHALL BE (S IDE � ` � CAl1FORIYIA OFFICE CONSTRUCT iON (PA iD FOR BY ONdvER) AS OuTL rNED iN THE PROJECT " " LAP) WELOED PER MANUFACTURER RECOtv�AENDAT tOHS AT 36 LOCAT iONS PER SPAN. _ !bl NALItUS,_,su�r� E23o 3. A7TACH ROOF DECK TO BEAMS OR P�ATES PARALLEL TO DECK WITH 5/8" � COSI'A �IESA, CALIFORNtA 9zE28 � SPEC 1F ICAT IONS AND L ISTED BELOW IN CaNFORMANCE WITH THE PROV iS IQNS OF 0 IAMETER PUDDLE WELDS AT 12�� . ^ ' 'P�L. (�14)bd8-891Q PAX: (7��)648-8A29 N CHAPTER 17 OF THE UNIFORM BUtLDING CODE . SPE� IAL INSPECTION SHALL BE 4. ATTACH �LOOR DECK TO EACH END SUPPORT AT 12 INGHES ANO TO EACM � Q PROVIDED 8Y A QUA� IFIED SPECIAL INSPECTING AGENCY AS APPROVED 8Y THE LOCAL iNTERME0IATE SUPPORT AT 51DE LAPS PLUS ONE INTERMEDIATE POINT WITH , 8U J LD �NG OFF IC �At . 5/8" D IAMETER PUDDLE WELD . PROV IOE WELD WASHERS AS REOU IRED . COtAqI►Dl3'tlFY�11C� 5 . LONG ITUO INAL JOINTS BETWEEN ADJACENT FLOOR DECK UN ITS SHALL 8E 9137 SOUTH RIDCBWNE HOULEVARD 8 THE FOLL�W�NG NARK SHA�L BE tNSPECTED 8Y THE SPEC IAL iNSPECTOR: FASTENED TOGETHER AT 36" MAX IMUM SPAC ING WITH 5/8" D IAMETER RUDDLE HICHLANDB RANCH, COIARADO 80128 WELDS. FASTEN FLOOR DECK TO PARALLEL ANO PER IMETER BEAMS AT 24" 7'E4 (303)883-y23t FAX: (303)883-2922 1 . CONCR E T E wxw�oodl arcMtecluro.com �' 7 NON -SHR I NK GROUT � ` ` f�7' a THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE � STRENGTH A SHAL� BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR � ' b PLACEMENT OF REINFaRCEMENT: SPECIA�. iNSPECTiON NEED NOT 8E TO ApDING BUIl01NG LOA�S ABOVE . � ' CONTINUOUS, 8UT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND _ � � �, PRIOR TO CLOSING THE FORMS. iTEM5 TO BE CHECKED INCLUDE BAR S, NON —STRUCTURAI. ELEMENTS ' SIZE , GRADE , QUANTITIES , SPACING , LAP SPLICE LOCATIONS , EXCESSIVE ' .W RUST , ANO PROPER CONCRETE COVERAGE A ELEMENTS SUCH AS NON —BEARING PARTtT10NS , �TC. ATTACHED TQ AND/OR - '"' 3 STRUCTURA� 1NELDING SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACGOUNT DEFLECTIONS AND , ' . � OTHER STRUCTURAL MOVEMENTS. , , GI�X�D RE� SEGTION o ALI. V11ELD ING SHALL RECE I VE CONT INUOUS SPEC IAL iNSPECT ION B . F IRE PROtECT ION FOR ALL STRUCTURAL PARTS� SHALL 6E PROV IDED ANp SHALL MEET ' � ' , , c� �/53.1 EXCEPT THE FOLLOW ING: ALI. CODE' REQU IREMENT5 FOR THE 7YPE OF CONSTRUCT I ON SPEC I F i ED .BY THE � � 1 , ) WELDING OONE IN AN APPROVED FABRICATOR'S SHOP IN ARCHITECTURAL DRAWING5 . STRUCTURAL STEEL MEM6ERS SHALL 8E CONSIOERED � " ' � ' � ACCORDANCE WITH SECT �O(v 1701 UNRESTRAINED UNLESS OTHERWISE NOTED . ' _ ,. �5 b . THE SPECIAL �NSPECTOR NEED NOT BE CONTINUOUSLY PRESENT � � �� � �~ ~ �^------� ------- - --�------- 4 -- —{ — OUR iNG WELD ING O� THE FOLLOWING ITEMS , PROV IOED THE MATER IALS , g GENERAL - ! � ' - *� � - - QUAL I F ICAT IONS OF VY�I.D ING PROCEpURE5 AND WELOERS ARE + ' � � — ' W8X�1 %� -------------------------------------------------------------------------- ---------- VERIFIED PRIOR TO THE START OF 1hpRK; PERIODIC INSPECTIONS ARE A ENGINEER'S ACCEPTANCE MUST 8E SECURED FOR ALL STRUCTURAL SUBSTITUTiONS ' � � j �'�"' MAOE OF VVbRK IN PROGRESS; ANO A V ISUAL INSPECT fON OF ALL WELOS ' < � 3 IS MADE PRIOR TO CdMPLETION OR PRiOR TO SHIPMENT OF SHOP 8 , VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND � - '- . � � � 53 � 1htLD ING . �� ELECTR ICAL CONTRACTORS. VER I F ICAT tON OF �OCA7 tONS. S{ZES , � INTEI.S AND • '� � �Q� 'y t . ) SINGLE PASS FILLET WELQS NOT EXCEEDING 5/16 IN SIZE REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. " ;� t�l8X2t `�� .t 2 . ) FLOOR AND ROOF DECK WELO ING . ' w � __=w�._____________�_________`____________________________' __________ _____ __________ 3 . ) D STEEL FR ING C PR IOR TO INSTALLAT ION OF MECHAN ICAI. ANq ELECTR ICAL EQU IPMENT OR OTHER �---- , WELDED SHEET STEEL FOR CO�D �ORME AM � � � I � r _____ MEMBERS SUCH AS STUDS ANO ,iOISTS ITEMS TO BE ATTACHEQ TO THE STRUCTtJRE , ENGINEER'S APPROVAL OF CONNECTIONS , Y _ _ ; ---wr----------------------------------------------------�----------r----- ----- - - - � ; � ; ; 4 . ) WELDING OF STAIRS AND RAILtNG SYSTEMS. AND SUPPORT5 SHALL 8E UBTAINEO . UNLESS SPECIFICAL�Y OETAILEO OfV t � ' I �------------`------- �__r__� �__�________� �_____�_ c . ITEMS TO BE CHECKED ARE THE CERT IF ICAT ION OF THE WELOERS , ' � ' - �---------~-*-------�--------=r----, ----, A R C H I T E C T U R A L A N D S T R U C T U R A L D R A W I N G S. R E S P E C T I V E S U B C O N T R A C T O R � �"'�` ^ -`- �`-�"--�-"-"�"' �-�,�`--"`-�"---; (�`-',.;"—'-' WELD ING PROCEDURES . MATER IALS, V ISUAL INSPECT ION OF WELO S IZE , - , , . SHALL FURNI5H AL� HANGERS , CONNECTION5, ETC. , REC�UIRED FOR INS7ALLATtON OF � � i j , � LENGTH , QUALITY. QUANTITY AND 5PACING, Ht5 ITEMS , � , � , � � w �., ' � t � , � , , � - y � �t 4 H IGH -STRENGTH 80LT ING A � ' �' , ' i I ��� �'� D . SUBM IT �SHOP AND ERECT lON DRAWING5 TO ENG 1NEER FOR REV IEW OF ALL , STRUCTURAL STEEL , - � � i ------------ ------ ------- ---- -------------- -- ------- ---------- --------- _ , , i -� -�- -- ____t^!;_`'`_ AND METAL DECK. THE MANUFACTURING OR F`ABRICATIaN OF ANY ITEMS PRIOR TO Y�RITTEN � � � � I� II� ��21�W¢� -�___________________________________________ __________ 4 ______ __________ 0 1�4-fILE THE V1K�RK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL - REVIEW OF 5HOP DRAWINGS W�LL BE ENTIRELY AT THE RISK OF THE CONTRACTOR J " ' Z5 ,I ' �r.' DETERM INE REG?U IREMENTS FOR 80LTS , NUTS , WASHERS ANQ PA iNT; ' ` � ` � � , � � 80LTED PARTS; AND INSTALLATION ANO TIGHTENING IN SUCH STANDARDS E ALL DIMENSION5 ON STRUC7URAL DRAWINGS SHALL BE CHECKEO AGAINST FIELD AND � � ��� Q p � ' � ARE MEt SUCH INSPEC710NS MAY BE PERFORMED ON A PERIODIC BASIS ARCHITECTURAL ORAWINGS. . r U ' EXISTING �4" D.T W/ �-I/�" 1 � IN ACCORpANCE WITH THE REQU IREMENTS OF SECT IQN i701 6 THE � , �� � I � W8X21 GONGRETE TOPPIN� (VcRiFY) � j 1 � �� ' , � S P E C t A L I N S P E C T O R S H A L L O B S E R V E T H E C A� 1 8 R A T I O N P R O C E D U R E S F CONTRACTOR SHA�L VER (FY A�L ASSUMEO EX15TING CONDITIONS IF CONDITIONS r � � !� �� _____________ _______ _______________________ �r____________,__________ V.�EN SUCH RROCEDURES ARE REQUiREO BY THE PLANS OR � ARE QIFFERENT THAN ASSUME , NOTrFY ENG �NEER . � ------- --------- � � �" GONGRETE SLAB � � "'----"-"`-"""'- -"-"-"-'-""�"--""--"'--"--'--�""�--'-'--'- """---'- SPEC t F ICAT IONS AND SHALL MON 1 TOR THE INSTALLAT ION OF BOLTS TO , � 1 DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN ' ' (TOTAL THIG�P1�55) � ;i - ; � DRAwtv TOGETHER ANO THAT THE SELECTED PROCEDURE iS PROPERLY � - '� a- ON I 5"-22 GA. GOMPOSITE I i , ; I USED TO T IGHTEN ALI. BOLTS. � ' � _METAL DEGK ReINFG�GED ( ,� �J � � ' ' , , ° '- t�llTH 6X6 w2.1xW21 , , j � C STRUCTURAL 08SERVAT IONS / � (� , , ' � W W F. AT MiD-HEIGHT I �, � ' � � � ------------------------------------------------------------��------------ ---------- . TR TURA� E IN E AY MA E P IOOIC O R ATI TH , �/ � S UC NG E R M K ER BSE V ONS OF E � � ,' w8X21 � _--------"-------'�----"----------"-f----�-----'"------------'``---------`-- --------"- CONS7RUCT ION SUCH Q85ERVAT IONS SHALL NOT REP�ACE REQU lRED - % �� t � _ ��`''�°°" "�`�`�"'�" ' � INSPECI' IOHS BY THE GOVERN ING AUTHOR IT i E5 OR 5ERVE AS "SPEC IAL � 'I �� �1'-6" �TYP) 1�4'-q" ' i I T ; i; r� � � 1 I NSPECT lONS�� AS MAY BE REOU IRED BY CHAPTER 1 7 OF THE UN I FORM / � � � �'� Ex S�a� S�.Aa � � � Bu �LD ING CODE . � � ' � � CXISTIPlG 8" � �I PG WALL (VERIFYI d� � _ wF � V�10X�1 � (VERIFY) � I i 3 . CONCRETE " G12X�0 I "�'�-- "����' � • � �("' ___-__'________'__`_1 '_...___.___..._..________.___...____________...:r.L....,.+v�,«�+r=.,.___._._-__._,_____ ^ lGONTINUOUSJ ! ______,�_____�_______ ______ _____ ________________________.;.._��_�'.�_�i__= ____C____� A ALL CAST - IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /I I PORTLAND CEMENT , ' � --- ------ --- ------------ --- -r , ' ' ^ -��� ; STONE AGGREGATE AND SHAI,L SAT ISFY THE FOLLOWING REQU IREMENTS• , �"' .'� ��`-, i ; ; �!--i � ' „ ( i ! ; � � i ' , I � G= E�t15TiN� D.T, LEG ; i � � � � I � CONCRETE ITEM F'C MIX TYPE MAX W/C RAT 10 � A IR REO � � Q�.s �r�e. �.�, cL��' ' I i �__� iI � i ' � � , , _ " � � '- ------------% �----!— ---�-- - I i , SLABS CYN �dETAL DECK ( IN7ER IOR) 3500 ps i STD 0 50 - - - � CjL,�,(� �QQ� ' � � ��5 I ' �^----J-_,F_�ti�"--� --'-- - i I j � SLABS ON ME7AL DECK (EXTER I OR) 4500 p s i STp 0 45 6%-8% ,� � ,�-------- ,� ,-..--��-^ -- --------------------------------_+:._----------- -- � ----- „ — c�.�t-I�..�,� � �. t-�«�.� ��.-I� 1�►- > > , . � I I�1f.�Xal ,�---------,;-- -rt-� -'--�--~--r-------------------------------- ----------- --- �--�_� MAX IM M l � , � ,�,�,�_ �,,,,,��,��,,,,, , U S�UMP SHALL NOT EXCEEO 4 � G , ' Q..��„�-�. ! I � 1 , , , i � ' � .,P..r l - - - - . . _ � .ZQ .�"� " , i �, , � , ; , ! ;--=_�� B SLABS , SMALL NOT HAVE JOINTS IN A HQRIZONTAL PLANE ANY STOP IN CONCRETE ihURK ��'�K 1`��I�„Qr� IV� SS'e+N�.�� , , � �, � � � ' � 1 '� �, � � � � � � I ' MUST BE MADE WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS o-rHERw�s- Y - 5ET INDEX _. � .Z � I � � _ � � - I � � _ , », „�„ ,� �_�___ ______ _ .� ____ , I SHOV49V ALL CONSTRUCT ION JO INTS SHA�L $E AS DETA I LED OR AS REV I E�D 8Y THE �J QG �j'. ��f� �•� r 155UE � _ . , ` DATE 53 J I a �°_ ----=- - - _�--._ �- I , � 53 I f v:f�xZ1 r -- -- -- -if'�--; �--- --- --- ----; ' - - -- --- --- -- - ---—'i v. ,�HrR�.�; ��_ ��.�r���-�W. ,_ I , E N G I N E E R v�� �.�v �� � � i -#__-____=�:,�--�-------------------------------------------- - a�-------C�-- ---------- -04 _ � -, ' GD _ '7-'i � � ' ' ' ' _______ C At,L CONCRETE VaORK AND RE yNFORCEMENT OETA tL ING SHAL� BE IN ACCORDANCE ' � ; I ,_-_-------�i I ��---------------------------------------------�-+----------�-- --- " , I ,r - Y , , � � � WITH AG I BU ILD ING COOE 318 �ATE5T EQ IT ION , UNLESS NOTEd OTHERWISE . USE ' ' � «- �-_--- = - � _ _ • � STANDARD HOOKS FOR DOWELS UNLESS QTHERWISE NOTED . ALL EXPOSEO EDGES OF , � ' ' � - � � ; � �-------------- CONCRETE VtiURK SHALL HAV� 3/4 INCH CHAMFER � i ' � � EXISTIN� 6" f ; ' '� �� �'� � i 1 ZS i �gx�� � t ; , ,' rI 4 RE INFORCEMENT , P G W�I_L ' ; ' � �,n.� • . ��:�� ���,��„-,� ��" ,� . , ;. , � , „ C�/ERIFY) _+— .._�r______�-,..c-- -----------------�---------�'+r----_—___—_— '_____---- � j '______ ___`_ yyT�_____ , A ALI. REINFORCING SHALL 8E HIGH -STRENGTH DEFORMED BARS CONFORMING TO A5TM - - � �-.- �/� � -- , _ _. � f� _____ r�-_ - -�________________________________✓��____________ _______ A615 , GRADE 60 EXCEPT TIE5, STiRRUPS AND PLATE ANCNORS v,�f-� ICH SHALL BE � � ' p --- ' ��-�s����� �' `'-"-'�-'----- --" `"--�-`-- -"- � _ -� __T__ DEFORMED BARS , ASTM �ESIGNATiON A615 , GRAOE 4Q OR ASTM A706 GRADE 60. � - _ - - - -- -- - - -- - - - � . , < `� ' _' ' '� r '�.__'__'_"_...__'_ ___-__ _ _' _ ___ _ _-" ' _ `__ _ — _ _� _ _____' __'� _'� `___� '_'_'__"._'_�__ _ _ _ , . O B WELDED WIRE FABRIC SHAL� CONFORM TO ASTM A185 GRADE 65 AlVO SHALL BE � �-- , '� LAPPED ONE FULL MESH AT SfDE AND END SPLICES AND WIRED TOGETHER . _ _ � . � ��t ' -- � C 531 -------------------------------------------------------------------------- ---------- • _ � + REINF RCEMEN PROTECTION• . ------- -_ ____. _ _ ____------ ___._.---_..._______-----_______.____-----------___------°---------------------_.__.___��_ t . SLABS (NOT EXPOSED TO YVEATHER) 3�4,� �,� ' , � � L�GX4X1/� X GONTII�tUCUS D RE IN�'ORCEh4ENT PLACEMEN7 AND TOLERANCES SHA�L BE IN ACCORDANCE WITH , � wITH 3/4" m X 4" (Et�e�D) SECT I ONS 7 .5 , 7,6 AND 7 7 OF AC I 318 , �ATEST ED I T I ON EPDXY AT �'-O° 5 STRUCTURAL STEEL - � � A ALL STRUCTURAL STEEI. SHALL CONFORM TO ASTM 1�136 EXCEPT WIDE FLANGE BEAMS � � 1M-itCH SHALL CONFORM Ta ASTM 992 , (50 KSI ) AND EXCEPT TUBE COLUMNS TO ASTM A500, , , GRADE B , LATEST EOITIONS . STEEL SUPPLIER MAY PROVIOE ASTM A572 , GRAOE 50 AT H13 ' � , u OPTION MISCELLANEOUS Et�fBEODED fTEMS SHALL BE A36 STEEL . ` � � f I'��� �� � �� ��� i"� ��� � B ALL 5TRUCTURA� 80L7S SHALI, 8� A325N INSTA�LED TO A M IN ►P,rlUUM SNUG T IGHT � : CONDITION ALL ANCHOR BOI.TS SHALL CONFORM TO ASTM A307 UNLESS NOTED �.. OTHER�VISE . - - , � y'-� J_,;�, � ,��'`� � � ��,��I •�� f ��(�� �,� ���i�, C STRUCTURAL STEEI. SHALL BE DETA ILED AND FABR ICATED IN ACCORDANCE WITH THE � ' � LATEST PROVISIONS OF AISC 'MANUAL �F STEEL CONSTRUCTION ' _ , � ��'`�'�� ' ��'o�� D ALL WELDERS SHALL �AVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY � STANDARD QUA�. 1 F ICAT 10NS TE5TS AS OUTL INED iN A4� -D 1 . 1 . , � E MINIMUM ��LOS TO BE PER AISC TABLE J2 4 BUT NOT �ESS THAN 3/16�' CONTINUOUS , FILLET UNLESS OTHERWISE NOTED , t� F THE TERMINOLOGY "CONTINUOUS" M�ANS QUANTITY . PROVIDE THE NECESSARY JOINT � DETA tL5 TO ALLOW FOR 6U ILO ING MOVEMENTS COORD INATE LOCAT IONS YVITH JOB NUMBER: ARCHITECTURAL CONTRQ� AND EXPANSION JOINTS - � � � G PROV ►DE TEh�PORARY BRACING AND PRECAUTIpNS NEGESSARY TO WI7HSTAND ALL � �� �,� � CONSTRUC71pN AND,/OR V'JIND LOADS UNTIL AL� FIE�D CONNECTIONS ARE COMPLETEO , � F AND PERMANENT LlXTERAL 5YSTEMS ANO DECK5 ARE IN PLACE . � � � ,.. H STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP - � a DRAV'JING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS _ � TO P IECE ORAWiNGS PR IOR TO ENG INEER'S APPROVAL OF ERECT ION ORAWINGS � , ••�D��lQ� . y � Q. Rc°�•�� . _ _ � F � �,�;. G��: � � ' SHEET a . � . , . o . � � ., �AL � �Q, � ' x x ! x � w, x F CO�- � s�� x =�.�� . I � .� _ . � �. a • , �� . . , . � N N � , ,� � ` � � i'� �a � � V N� Sti6 , ' a, , � � i" � _ � , rv ,.� - - . . - - - • - . , , - . __ : . . �. . ._.. � . , ` �. _ m , ���, �-��. ,. � . ._ , _ : . , • , �, .,,� .� �-, �. . _ „ .� �,�.... ;. �..� - � � . �- , . , _� � ,-- 'a . , .. ; ; � , � . _ ' ' � , � , �� � � ' a � � , , � - � ' ,� � - � - ;� , , , t � t � ,� , , , _ - � � , . � . � � �04DLEY � � _ � , , - � RC�HITEd7'tIRAL � � � ' � � ' GROUP, 1NG�1 � �� . � , - , � , • � , ' ' _, _ _ . � � � � ` CAldFORNiA OPE'ICE � . 151,KALItU9. 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Ii '� i; li h j� � � XXX'-XX; I (( �� WITH VERTIGAL LE6 UP , �� ' ;� li il �� 9 I� � I � ' ���� , AND �/4 m X 4 (EMB�D} � � � �------ ,�--�_�J���3C_ � I , W6Xq TOP OF � EGK , �� z , _ � EXPAN510N ANGHpRS d� ,2'-O" � .t . � -,- ' ..._-. .-- ,.- _ -° --,..�, . �. -� .... _. . -. . , _. .� . ,.- e � 4 � .. , ' . - . � ' , s�' i " d , ' �7 E � , . � ' _ n. ... . _ . . � � , �� 1 � • � t ,+ �� _ � ' Srl � � ►- , � '� . { ' �� "'' �f � , t � x � , i � \ ' t ' i � � � , �OODLEY �� � � �RdHITEt1TURAL , � _ _ � � _ . � ' �iR4UP, 1Nd, � . . - - , ° ; _ � , � ' •� � ' ' ' , � � . �� . � y. � ,�., _ a , � , , � � ' � ° 'cr►t�FOt�xxl,► o�ice' , � 161 RALItU9. SUITE E230 _ � CC31'A YE9A, CALIFORNIA 92828 � '�,. {714)5�8-891A FA�. (714)b48-8929, � , , . � - � � COIAMtADO Oi'FICE a � 9137 SUU7H RIDCEt�N6 BOUIEVARD, � ' Y HtCHLANDS MNCH, COLDRADO 80129 TEI. (303)d83-9231 PAX: (303)883-2922 � , � www.:oadleyarchit�cluro.com � � , � � E ' ; ` , ' , � , , � V � W _ r�- _ � _ , � , � � � , , i � W � � � ` �{ . � _ �v ' ' Q . � ` Tt7P OF EXISTING , � ' " �� P.G. WALL — ' ` , . � ELE�/.= 156'-O" , � � ' '� �' � � , � � ��— - — �= --�— _-- _ - � - � ;� � ' � 12 f -----------------�--------------------------------------------------------------------------- ------------- -------------- --- -- � � � NOTEa GE►�[TER 531 --------------------------------------------------------------------------------------------- � -------------------------^--- -------- 3 NEW ROOF ON � � � ~ NEW WINDOW �� L4X4X1/4".{ G�NTINUOUS �O T � C� }�--" d RE: ARGH �� A � Q Q �i W8X�4 FRA � WITH VER7IGAL LEG UP AND ' 'ry AND _--� 4" m X �I" (EMBEDJ EXPANSION � � , R • GHOR ?T 2'-O" � -� � Q'' � � _-=��`--��-�"- - --- - - � � i � NOTE� ROOF � � o BEAM OMITTED � � � r . �i� `,}� L6Xbx51ib"XO'-5 1/�" ' _ EXISTING P.G. 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WOOD MaTGH EXISTING m � BRAGIGE7 �XT. DOOR � WINDOWS 70 � a u��, ' NEW OPENING IN EXI5TING WALL 8" X 12" R.S. WOOD ry � � r N BRAGIG�T — �> , _ tV p_ i� 0 � I�:ON RAILING — a�c , - 3" STUGGO WRAPPED � 3" 57UGG0 WRAPPED S� POAM GAP ' �OAM GAP � - � - 3 GOAT STUGGO, I N i n 3 GOAT STUGGO, PINISH TO MA7GH � � � 0 �� � �INISH 70 MATGH EXISTING, TYP. I I � �XISTING, TYP. m it� � ;� 5TH. FIN. �LOOR LIAIE 144'-�I" _ _ �_ _ _ _ _ _ _ 5TH. PIN. FLOOR LINE 144'-9" — — — — — — — — u► � a � `r, 8" X I6" R.S. WOOD 8" X I6" R 5. WOOD � _ � GORBEL GORBEL � WDW HDR. � � — — — — 8" X I6" R.S. BEAM � m - � in `�' I E _ � 8" X I�" R 5. WOOD � - �XISTING WINDOW 8" X 12" R.S. WOOD � `�`� i� BRAGiGET � BRAGKET �x — �0 EXISTING STUGGO - � � � PINISH � � � A S GI TI N � � - ` VI W 5- 5- 4 ° � . � 4TH. �IN �LOOR LIN� 134'-b" _ _ _ _ _ _ _ _ _ _ _ _ 4TH. PIN. 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