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. _ � _ _ _ _ . _ _ . _. _ . _ . _ _ _ _ _ _ . . _ _ __ , F-- 4 • , � �. ° �. � . a 1 1 f 2" O.D. MTL. HANDRAIL TYP ANCHOR BRACKEf TO SCORED CONCRETE AND PAINT _ � . � � z (FOR SPECIAL INTERIOR HANDRAILS SOLIO WALL OR BACKING c.� a . � WITH COLOR CONTRASTING MARKING IN LOBBY & OTHER PUBLIC AREAS SEE DETAILS THIS SHEET � � �� Q � � � � � W PER ADA REQUIREMENTS AT TOP FACE OF 4'° CLEAR MAX SEE INTERIOR DESIGN DWGS) FOR SPECIFlC CONDITIONS 42° HIGH (MIN) FOR lYP NOTES & DIMENSIONS SEE DEfAiL 1 THIS SHEEf w � � Ll . � � �' AND BOTTOM STAIR TREAD WALL BEfWEEN RAILING G U A R D R A I L CAST-IN-PLACE NOS NG SYSTEM MEMBERS , � a . . � 1Y' MW np � PROVIDING 2 WIDE MIN) � � � SEE SECTION - -- 4° HIGH MIN TOE STRIPE OF CONTRA�NG o a � � UP . . PLATE COLOR TYP AT TOP & BOTfOM TREADS OF EACH w . Q - . . , . . . _ : . � - 1 1 /2" O.D. STAIR MANUFACTURERS STAIR RUN ��, z r,�.� � . a a . . 1 �2" METAL TUBE STD STRINGER 21/2� H I L L G L A Z [ E R __� o � a a . HANDRAIL a R c H i T E c T s c� � � � f' EXTENDING CONNECTION DEfAIL • � d ' n 925 ALMA STREET PALO ALTO CA 94301 w a _ 4 � .. � a � a . a. CONC. SLAB ON GRADE, S.S.D. BEYOND � `-' - - - - - - DN rE � 6so . s , � . 0366 FAX sso . s , � . 0373 Q . . a T- � FLOOR FINISH � '— TOP NOSING � SEE FIN SCHED I " � � j�\�/� � a . . � . , � � � RIAN RADIUS REfURN I w %�\j�\%�\j _ . a . . . a : . . . � � �? 1 1�2" O.D. CAPWEND & a . . MET L TUBE � ° � HANDRAIL � RAILING � j�\�j\�\�j � a � � ° . a � _5 -0 _ � _ . � /\�/\�/\�/\�/ . � a � . . a T.O. SLAB RAILINGS TYP ' � � �j�/�j�j . . : , a . a . CONT BETWEEN POST � OF CQ � I DIM PT �� � � o �/j/j/j// � � SEE STAIR � t1 C, 9 \ \ \ \ . . - - -- - - - - - - - - - - -- - ° .a STAIR RUNS TYP I ��' �� � � \//�\/��\//�\// � . . a � . � � � � SECTIONS . � - � , . . . . � i RAILING �-a �pY� Hj�{ �� '� � �\\��\�\\� � a 4 . . � a . � - - - - - - - - - - - - . o ��/\��\�� : a - : a � , a a : �\ coNC s�aB I ,; � � ��K . . . a . . GS � � . SEE STRUCT DW . . _ .t IY PRO ILE BEYOND � o % , //� _ . � a � 4 a . a SHQWN DASHED �: �"�. a. . . COORDINATE EDGE OF �_ STAIR WIDTH PER PLAN � : . a . � �j/ /// /j/ /// /j� o o HANDRAIL BRACKEf 6 t �' � . . \ \ \ \ \ SLAB LOCATION WITH ^ .�' o . . � . a . \� \� \� \� \� �� FLR l.�/EL AT FINISH TO MATCH » u� ! � fQOTING, S.S.D. � . a � a \//\//\//\//\/ TOP LANDING MEfAL RAILING PER STAIR MANUFACTURER � � � � � STAIR MANUFACTURERS — STEEL STRINGER '��" " ��' � . a . \� \� \� \� \� SHOWN DASHED PRESEf IN POSITION STD CONNECTION DEfAIL � ��� ° a . � �//�//�//�//��� _ su P R I O R T O A P P L.Y I N G , o .. Q � � q \�\//\//\//\//� ELEVATION WALL FINISH EXP. DATE 07/31/07 \/ \/ \/�� o . ° . a � � � � � � \%���//✓ w , U TYP. INTERIOR CONC. TREAD SCALE: 3n= � �- o» RAILING � TC�P LANDING SCALE: , �2»= , �— o�� HANDRAIL SCALE: 3„= , �- o„ TOP OF LANDING sCALE: , , �2»= , �— o° WINDER LANDING sCALE: , , �2�= , �— o � � SECTION e BOTTO� LA�N� ...\CONC-BOT-LAIVD.DWG � O ELEVATION ...�STAIR-RAIL-4.DWG � � PLAN � ELEYATION ...\HANDRAIL-1.DWG � O • � SECjTION ...�LANDTOP2.DWG • Q _ PLAN � ' � ...\YYINDLAND.DW6 � � w m - � O z � CONT MEfAL — • �— CONT HANDD� i GS ENRN POST CONT METAL u FOR TYP NOTES & DIMENSIONS � RAILING 1 V2� TYP AT LAN N �/4 �� SEE DETAI� 1 , THIS SHEET i Q CLR ' �" RAILING POSTS RAILING 1 V2"' i� � • EQUALLY SPACED HEADER CHANNEL ; w '• . 6" 16 GA STUD � 6'-0" MAX CLR EXTENDED INTO - ------ . - / ° � � 1 /4" CLOSURE CAST-IN-PLACE NOS NG . . . . . � BACKING PLATE b c� • STUD CAVITY � ° � . ° - � . . � - Q - ----- PLATE W CONT PROVIDING 2" WIDE MIN) Q I �' 4 CLEAR MAX FIRE SEAL -- ° .- -- WELD GROUND STRIPE OF CONTRAS�ING SPANNING POST GUARDRAIL RAILING ! "' 3 STUDS MIN BEfVYEEN RAILING PENETRATION �� SMOOTH TYP COLOR TYP AT TOP & w .:, SYSTEM MEMBERS I BOITOM TREADS OF EACH ,� � _ � _ . lYP � ' I O � . . � STAIR RUN o , • BRACKET ANCHORED . . ` ° . 1 1 /2" O.D. - BRACKEf ANCHORED I II v . � . LANDING LE GTH PER N `" Q : . ' TO BACKING PLATE MEfAL TUBE � N � TO BACKING PLATE DN PER MANUFACTURER RAILING PER MANUFACTURER � CONC FILLED ,�`', ;hsi ; � ' '— • RECOMMENDATIONS POST � ��B� .� O� ._ �_H���_ANDRAIL � Up ( ( , � .� ������ , I � I - - - - RECOMMENDATIONS LANDING PAN CAST-I LACE �� ~ ' RAILING 0 IL � NOSINGS � � ' = I - - - - - - AT WALL - - - 1 /4� BASE PLATE, W a � . a v . D : � BEYOND - - - - 1 L2 0 x 2 3�4 L NG L3x2x1 4 - --° � � � v v - . � � Q > R t D H E A D E X A N C N O R � --=---- --- ---- --- ---- I i I � BRACE/POST RAILING I �, METAL BRACKEf CENTERED IN � � POST . ; � METAL BRACKEF � - - - - - � EQUALLY SPACED ; � . � � a _ . � � � � Z STUD CAVITY � ( C� 4 -0 MAX - - - - . . � . a . : . . . a � . J (3» CAVIIY MI ) a a 'I o EQUALLY SPACED - - -- - - � - - - � RAI NG N � � ' � 4'-0" MAX . �? . a : a - : . . . �� . � � ( I - - - - - - - - - - - - cn . . � � � ' � . a � �, . . : a � � SPACER, � -`• � � � � . � � � � ° � � : � . COM'. F1RE SEALANT, TYP. C�NC oN META� �ECK — — � � \ BACKING AS REQUIRED INTERMEDIATE LANDING o AS REQ D . - � � . � PER STAIR MANUFACTURER 4° STAIR WiDTH PER PLAN � . ° GYP BD WALt ,.: • � FOR EDGE OF SLAB HEADER CHANNEI 1 v � � PER WALL GUARDRAIL PICKEfS BEYOND STEEL STRINGER SCHEDULE � EQ CONDI110N(S) FlRE RATED WALL & CONNEC110NS _, SEE STRUCT DWGS AS SCHEDULED PER STAIR MANUFACTURER PER STAIR MANUFACTURER m � � z � 0 z Q Q RAIL BRACKET � GYP. BD. WALL SCAI.E: 6� = , �— o� RAILING � STRINGER SCALE: , �2n= � �- o„ RAIL BRACKET Q GUARDRAIL SCALE: 6H= , �- on STAIR BRACE/POST SCALE: , , �2n= , �— o INTERMEDIATE LANDING SCALE: , , �2�= , �— o� LANDING SCALE: , , �2„= , � — o z SECTION ...\RAIL-4.DWG ELEVATION ...\STAIR-RAIL-3.DWG SECTION — ...\INTER-LANDING3.DWG � � � � � � ...�RAIL-1.DWG � � SECTION ...\STAIR-BRACE-2DWG � SECiTION PLAN ...\LANDING.DWG � O w _ � � FOR TYP NOTES & DIMENSIONS �-�-- TREAD WIDTH + 1 " WOOD BASE BEYOND SEE DE�AIL 1 , THIS SHEEf pp� �p�J FOR lYP NOTES & DIMENSIONS z RAILING�� 1 V2" ' • „ BRACKEf HANDRAIL TO SEE DEfAIL 1 THIS SHEEf � MIN (1 —0 TYP) TYPICAL STRINGER MTD �' RAILING POSTS �NN�N�M�����` CARPET FlNISH RAILING SYSTEM � o (� : EQUALLY SPACED CAST-IN-PLACE STAIR RAIUNG � 6'- 0" MAX i BULLNOSED NOSING TYPICAL STAIR STRINGER TYP RAILING SYSTEM NOSING � � z . 6° 16 GA STUD � � Z �' & TREAD ABOVE CLOSURE WALL 2 1/� 4 . a PER STAIR MANUFACTURER O � • BACKING PLATE � � � TREAD PER SECTION AT FQOT AS REQb ° 1 /4" CLOS RE PLATE O � w ` ' • ' � SPANNING „ � 1 �4" CLOSURE � � BEYOND Wy CONT � !� = 3 STUDS MIN 1 1 2 O.D. �p np p P TE WJ CONT WELD GROUND i� PAINTED 16 GA BENT WELD GROUND � � � �� � � � � ... . • . : : • ME AL IUeE � _ � Q . o : . :. , .- � � . SMOOTH lYP z RAILING � 1 SMOOTH TYP � . a . . . . o : ° , p c� � °,� � SHEET METAL CLOSURE ' � ° , � : a . �, ° - -. : Q - � BRACKEf ANCHORED TREAD WIDTH � i � 1 1 / PLATE WITH D(POSED i ° � � � � LANDING BEYOND ' • • W O w , TO BACKING PIATE + 1 '- 0" MIN o � CLOSURE STRIP TACK EDGE SEAMED SEE�FIN SCHED ; \ � � °- PER MANUFACTURER , � � z �------ ---- ���� � Q RECOMMENDATIONS 1 - 11 TYP) �, � � i � WELDED TO BOTfOM OF , I ( J a � � � � STAIR STRINGER - -- - - -- - - - , � ♦ � -- - - -- - - � � ��z i i i � . � . . . � . . � . • ° � ;: - � � � • • v a ' � j.1 L? ' � .. p n � s____: _ __ •_a_____°____°__°�—___—___� ' ' � � ~ � � i ; i 3 5/8" 25 GA MEfAL WALL MTD HANDRAIL � � _ � i i i STUDS � 24" O.C. MOUNTED ON CLOSURE , O I � � � � i WALL AT BOTTOM STAIR a : o � FASTEN TOP TRACK TO ; ► _ _ _ _ _ _ __ _ _ _ _ w MEfAL BRACKEf i i ' CLOSURE STRIP RUN � .� � . . . __ _ _ _ _ _ _ � � � . . � � � � ( � � � . . d � . d ' � . L� �1 � . . � � - � . ' � � � . . � . � EQUALLY SPACED -- - - - - w � � � � � � 4'-0" MAX � � � � � � 5 8 GYP BD 1 /4� GAP BEIWEEN � �' i i i i � PROFlLE BEYOND `_ _�y_� I STRINGER & WAIL 1YP CONC ON MEfAL DECK SHOWN DASHED . . .. Q ATAW�Ef%E)(ERIOR WALLS ' ."• : .' ASAREQ'D 3/4° PLYWD RISERS ~ CONT STUDS & GYP 8D � PERRSTAIR M,�UFACIURER � - -- - - -- - - � PLASTER WALL • 1 PLYWO TREADS TO SLAB BELOW . , ° � . ' � � � , . � FA�NDING BEYOND � STEEL STRINGER �/4° z FOR TYP NQTES `�' • EQ EQ � ' 4 &CONNECTAIONSL 1 v2" � 2X WOQD STRINGERS PER STAIR MANUFACTURER PER STAIR MANUFACTURER MAX GAP Q SEE WAIL SECTIONS PER STAIR MANUFACTURER � 0 � � Q RAIL BRACKET � PLASTER WALL SCALE. 6„= . � ��o„ RAILING � MIDDLE OF STAIR sCALE; � �2»— , �— o� TYP W�OD TREAQ sCALE: 3°= , �— o» CLOSURE WALL AT STRINGER SCALE: 1 1 /2„ = � �— o INTERMEDIATE LANDING sCALE: 1 1 /2»= , �— o� STRINGER sCALE: , , �2»= , ° - o SECTION ...\RAIL-5.DYYG � � ELEVATION ...\STAIR-RAIL-5.DVYG � � SECiTION ...\TROWD.DWG � � SECTIOM ...\S'TWWALL2.QWG � � SEC'TION � � ...\INTER-LANDING.DYVG SECiTION ...\STRINt�R-SECT.DWG � BACK OF NOUSE STA6�S COM'RACTORS OP110N; PAINTED STEEL RAILING IN IJEU OF HQF�ZONTAL TUBES, INTERMEDIATE RAll1NG SYSTEM PER STAIR MANUFACTURER TR WIDTfi + 1 " APF'FiOVED SYSTEM WHICH ST�A 4aSDlA SPHERE Fl�OM STANDARD SYSTEM MIN�1 '-0° nP) sroNE ��a�s wf cROOVES oR : PAINTED STEEL STRINGER STRIPS OF CONTffASTING COLOR STAIR MANUFACTURERS PASS�NG THRU TF� RAILJNG SYSTEM SUBtu�T DESIGN TO PER STAIR MANUFACTURER MEfAL HANDRAIL � . � TYP AT TOP & BOTfOM TREADS STD STRINGER ARCHITECT FOR APPFiOVAL PPoOR TO FABRICATION. STANDARD SYSTEM WALL BRACKEf ' � . .� � . .. .. � OF EACH RUN OF INTERIOR STAIRS LANOING WIDTH PER PLANS CQNNECTION DEfAIL EQUALLY SPACED ----- -'`�..;. ; & ALL 1READS OF EXTERIOR STAIRS ' : „ �. .: . . � a � d LANDING � 4 -0 MAX • a� ��:. W.P. MEMBRANE _._...— p : . �.; . . : - FINISH FACE OF CONC CONC FILLED MEfAL PAN ° � � � , PER STA�i PIAN STAN� RUN �1.00R LEVEL LANDING 1 �2 O.D. i . . � „ p SHOWN DASHED OR C.M.U. WALL ' r_� : � 1 M A X 1 1 M I N I N F I L L B E f W E E N C O N C 4-0" C L R U 4,�1 p� �p� p�q N P E R S T A I R P L A N MtiA� TUBE � � i �, . „ R A I I i N G �, �.:�.:_ � S L O P E 1 /8" 14 GA X 2 FILLER STRIP STRUCT SLAB & 1YP � �, � � �. -H PER Ff AT 3 SIDES OF LANDING STAIR CONSTRUCTION , TRE,�D V�lIDTH �z—, 4 ` : ' �, EXTERIOR STAIR DIM PT � dQ . . � _ a . � ± 1 -0 MIN � Z . � ; �'�. i � � EE STRUCT DWGS `�TYP CONC FILLED FLOOR FINISH , Gl1ARDRAI� 25 , 1 -11 TYP) �, ¢ i . ::: . . / _ . . � LANDING PAN � ELEVATION - CONC SLAB SHOWN ' i � � . � � 12 GA MIN SEE FIN SCHED � � � ; � � � .,=.�. �:. � �.:. . . � .. . : ... : �� . . . . . . . . WOOD FRAMING SIM) I t• — � �' — --- --- - I E D F 0 R . . .:. .. :. ; . , _ . �. . . . . . , , . : . � . . . � -:, . . .- - � .. :. -. � L • ���\. .-` . . �` .. �. �v • . :. .'. j . . ____ __ _ _ ___ . . ��--:. . . . o . . . ; p ' . �� . . . . � � . . a . . • . � � .:. '.' :. : . Q � . • '. p . • . ' .- . � . a , � . [�[ 77� . . . . . _ . p � p : Q p _ :; d :. « �7GVIIV _ . . � . :• . . � . y . . . ' - � � ���� a � � � . . � . _ . . � . . � �.. �:: � _ . . � � �� ������������������ ����°���°��� ���s����������� � ' . . � . . . � . �.. . : . . . . a � �NG � N 04/07/06 PROGRESS CD SET . � ��:�..: � sTONE FwcE� � ° .a � � � � 05 12 06 SUMMARY PERMIT SEf V2" CLR , . r . i � � � RISE 1YP 4 TRFAD R Q . . 5 . � : / - . - c - - - - - - - - - - - - - - / . . . _ � . ,. : . , . a I.ANDING 05 22 07 PLAN CHECK RESUBMITfAL �? � � Q . . , : : � r -- / ` � � . . - � PLAN :. �_��_ :,'.�: �. �:- , 07 f 18/07 CONSTRUCTION SET � . Ll � i.. . . CONC SLAB r . � � , i:' . `", � ` _ SEE STRUCT DWGS PRO�ILE BEYOND � ,, i. � W.P. MEMBRANE � � � � SH WN DASHED . AT EXTERIOR STAIRS � �_ - . .. � . �� _. . .: . . ._ . .: � �: :� . - . �. . . : . � �. - . •� . �. . � . .. . COORDINATE EDGE OF SLAB � EQ .. � -- - - --- - -- -- L4x3x3/8 CONT (LLV) LOCATION & ANCHORAGE TO SLAB g»t �Q TOP FLOOR REINFORCED CONC � . FOR ANCHORAGE TO WALL WITH STAIR MANUFACTURERS STD - LANDING SEE STRUCT DWGS � � SEE STRUCT DWGS CONNECTION DEfAIL _".. � . --, 22 HANDFiAL '-- , - AT WALL L _ , L _ , L _ , RAILJNG AT 24 TYPICAL STAIR RAILING Q WALL SCALE: , �z»= , •— o� TYPICAL STONE STAIR TREAD �CALE: 3n= � °—o„ INTERMEDIATE LANDING Al' WALL sCA�E: , , �2��= , � —o� FLOOR LEVEL LANDING SCALE: 1 1 /2�t= , �-o s�,�� - - � � TION ...\STAIR-RAIL-1 .OWG � � SECTION ...\1F2DSTN.DWG ■ � SECTION ...\INTER-LANDING4.DWG • � SECTION � • • ; , , . . . ..\LANDFLR2.OWG .- r, :' .:� : � � 11 rn� -r�,a� � � CAST-IN PLACE NOSING � � — � � � OF CONTRASTING COLOR 20 HANDRA� � 2° MIN CAST-IN PLACE NOSING lYP NOSING: � �N— --- TREADS O�P EACH�RUN � - AT WALL � CONT MEfAL o � OF CONTRASTING COLOR TOOI�ED GROOVES "— ""' � RAILING 11/2° � TYP AT TOP & BOITOM 1 /4 WIDE X �- � (ADJUST PAN NGHT TO KEEP POST & RAILING - -, . TREADS OF EACH INTERIOR 1 /4" DEEP a CONSISTANT RISER HGHT) PER STAIR � '- - _ LL, � � � . � METAL HANDRAIL STAIR RUN & ALL TREADS STOP TO�LING . � SELF FURRING SECTIONS � _ , WALL BRACKEf OF EXTERIOR STAIRS 3 FROM EACH . . . L _ 3� � ° EQUAIlY SPACED � ' END OF TREAD METAL LATH a INTERMEDIATE 8 �' � � . a � 4'-0" MAX . � TACK WELDED CAST-IN-PIACE _ _ � �, TO TREAD NOSING LANDING FLEVA'iION , � . _ � . d �' 11° MIN lYP UO,N� t� MIN lYP U4,N� - .� :. �:.',.: :,`��: �� �:. �; : . . BRACKET ANCHORED 1 �2" O.D. � SLOPE 1 /8" 3/4 13I8" - . . J Q � o � . p � . ' ° , . - - a TO CONC WALL MtIAI. TUBE � . PER FT AT PER MANUFACTURER RAILING Q EXTERIOR STAIRS BASE BEYOND s r+ e e r r i T � e � RECOMMENDATIONS EQ EQ ,��' S HEDUL�E ti � �� STAIR DETAILS . ; . . � . � —� � � - oir� _ _ .�n nn � . � � . . - o-�uuuu � — � . . . \ . . � � � ° � z CONC FILLED � . � : . . o p � \ Q� � '` � � � o MEfAL PAN - - - - - - - - - - - -, � - - � = —�7- — � \ ,�' . . � Q � � TREAD jRISER � '- - ?-0° . � � � � --- � - -, � � L _ , MEfAL BRACKEf °_ —(lflfl�r� � MIN � _ � \ � CONC FILLED '��. � � ; � EQUALLY SPACED _ f-0" z� . . � 14 GA METAL PAN ; ; � - -� � P R O J E C T OZOZS � 4'-0" MAX _ —I.ILJIJIJ�i � MIN � � 4 � � Q . � TREAD/RISER � � ' � � -, , I . a �" Q � . � STEEL STRINGER STEEL STRINGER 1 V2� � PER STAIR MANUFACTURER . PER STAIR MANUFACTURER � o A r E o2/t5/2oo� Q � . . REINFORCED CONC \ Q . l. 1 1 /4 x 1 1 �4 x 3 16 l4— °� — NOTE: ` J s c A � e m . . SEE STRUCT DWGS . Q � . WELDED TO STRfNGER � � . FOR TREAD/RISER ,�m�� � CONC WALL -- - „ � . L3 3x1 4 x 0'-3" LONG DIMENSIONS SEE 12 LANDING 1S CLOSURE b FOOT OF ;� ` G �; � ° PER WALL ° 1 /2 R AT TYP NOSING \ - � VERIFY PREFAB STAIR CONSTRUCTION 1 2„� � x 2 3/4" LONG STAIR PLANS & ' ' ' ' °� � ;��� o SCHEDULE . W/ STAIR MANUFACTURER R�D HEAD D(P ANCHOR SECTIONS lYP AT WALL WALL STAIR s H e e r � � �` « �' � N � � � � 1 � N r .3 �'? p�� � � � . . . . � . � va-�- � k '^ � Y � � . . t� ~� v> ' . . . . . . . . . . . � . . � . d ? �^wm�:.,„.� £ _ � � . . . . . � ' � 4 . 0 � . . . . � . . . - . .. � Q . � . . � . . � . . . . � . � � _ � . . . ': ,y_ � ': ,. O W ' . . . . . . . . . . . . . . a RAIL BRACKET � CONC WALL SCA�E: 6„= , �— o» TYPICAL RAMP RAILING � WALL SCALE: , �2»= � �— o�� TYPICAL CONCRETE TREAD SCALE: 3»— , �— on TYPICAL METAL PAN TREAD SCALE: 3� = , �— o» BASE OF STI�IR SCALE: , � �2°= � �— o TYPICAL STAIR DETAIL KEYS SCALE: , �4y= , •— o�� � � sEC� ...\RAIL-7.DWG ELEVATION ••.�RAMP-RAILdwg SECTION ...\TROCONC.DWG �CjT� ...\7READ-PAN.DVYG SECTION ...\STAIR-BASE.DWG SECTION ...\STRTYP2 . . � N � O . . . . . . . - . . . . . . N � . . � . . . . . . . . . . . . . . � . . . . . '.. > �O HTLL GLAZIBR ARCfIIT'BCTS, Il1TC ZtX17 _ . _ _ _ __ .. _ _ _ __ __ _ _ __ _ . _ _ _ _. __ __ . __ _ _