|
t-�-fJ�J�/
<br /> �"/`f��fl
<br /> DETAIL NOTES PD
<br /> 12 GA. STEEL PAN American Property Development,�nc.
<br /> STAIRS WITH StaIC' D2tall NOt2S: 11016elevuenWA98004e550
<br /> CONCRETE FILL c�osuRE 1. For structural desi n notes, see sheet S0.02 thru S0.06.
<br /> PLATE TO g
<br /> MC12x10.6 TYP. � STRINGER 3/16 (CONSULTANT'SLOGOANDADDRESS)
<br /> OF 3 � FOR KINKED BEAM 2. Architectural backgrounds are shown for reference only.
<br /> � 3/16" CAP PLATE CONNECTION The dimensions shown a I to structural elements onl
<br /> STAIR STRINGER � SEE a " , pp y y
<br /> 3/16 � - � TYP. For dimensions not shown, see architect of record submittaL ; ! �> � � �- . -� �,
<br /> � �
<br /> S5.22,-' 201 N. Maple Grove Ste. 100
<br /> „ � � � -- 5 3. Contractor shall field verify existing structural conditions. If any BOISE IDAHO 83704
<br /> L3x3x1/4 x0'-3" LONG 3/16 CAP � - ° � X � CLOSURE PLATE, SEE' S2�2.; Phone(208) 342-7168
<br /> PLATE TYP. � � , discrepancies are found, contractor shall contact the Architect LE JOB# 154191.00
<br /> WITH 5/8" DIA. E.B. CONCRETE � � and Structural Engineer before perForming alteration work.
<br /> EACH STRINGER SLAB ON GRADE � -� � 5 � �� a � STAIR STRINGER A"STR"�T"RA�°ETAi`C�"SE°o"T"is
<br /> PLAN ARE COPYRIGHT C OF LOCHSA
<br /> / CLOSURE PLATE SEE - - \ EANIYDERIAI S�ANDCON PTSESNOOF
<br /> �SEE PLAN : a _ � � S5.01 and S5.02. oundation ypical detail , see sheets COFLOCHS EINGINEERINGOF D�AHO NT
<br /> � .s2 02 4 For concrete and i t � � s A
<br /> �
<br /> - q - a; - = - a 9 � STAI R BEAM � �
<br /> CLOSURE � \
<br /> o � a � ; ._ _ _ � � _°_a�� �
<br /> _' °a °°. °�.: �. , a� - - � 3116 P�TE TO � � . - � 5. Slab on grade construction is called out on plans. P M- H EN
<br /> r- ae � a, STRINGER �� � � Coordinate slab on grade construction with sheet S5.01. �? � oF ASH,ti
<br /> � 2-#5 CONT. � � � O �P� . � �
<br /> EXTEND �, _ 6„ 1/2" 3/16 � � " -° ° 6. Coordinate top of footing and top of slab elevations with ��:: �
<br /> THICKENED TYP. AT �
<br /> SLAB FOR 3116 STRINGERS � foundation plans.
<br /> STAIR WIDTH \ 7. Sub-grade material below slabs and footings shall be oF �� RA3L4�� � �e
<br /> PLUS 1 -6 ON STAIR BEAM y g p F S�ONAL EN �
<br /> EACH SIDE constructed as indicated b eo-tech re ort. S �
<br /> 03-29-1
<br /> 8. All rebar to maintain clear distances per concrete notes on Ex .o,�0��20�
<br /> STEEL PAN STAI R AT CONCRETE sheet S0.04 unless noted otherwise.
<br /> COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> S LAB 0 N G RAD E � STAI R STR I N G E R TO STAI R B EAM 2 STAI R STR I N G E R AT STAI R B EAM � 9� All hooked dowels are shown with 90° std. hook, Se@ 5/S5.O3 . Ut10. SUBMITTAL/REVISIONS
<br /> # DATE DESCRIPTION
<br /> NO SCALE NO SCALE NO SCALE 10. All rebar shall maintain tension lap splice, see 3/S5.03 .
<br /> 11. All dowels shall maintain development lengths, see 1 /S5.03 .
<br /> 12. Concrete strengths are provided in notes on sheet S0.04.
<br /> 13. For structural steel typical details, see sheets S5.21 thru S5.23.
<br /> - 1/2"x12"x12" EMBED PLATE WITH 4-3/4" 14. For typical bearing wall construction, see plans.
<br /> :8_a� ��; a �/2�� DIA.xS" HEADED STUDS AT 8" OC. Coordinate location with plans and architectural.
<br /> a .. -
<br /> 15. For all top and bottom of slabs or finish floor
<br /> TYP. , „ � � � �° g 3/8"x5"x5" STEEL SHEAR PLATE
<br /> 3/16 a � _p _ _ : elevations, see framing plans.
<br /> _ AT A MAX. L/5 n �a � <. �
<br /> ��A _-� � -, a°- �9" 16. For floor deck size, attachment and span direction, see plans.
<br /> CONCRETE - - AT B 2' - 0" �/5 STEEL BEAM
<br /> ° OVER STEEL = ° a _.`_".,n 17. For interior and exterior wall finishes, see architectural.
<br /> �' `'4 DECK ` : MAX. i :
<br /> e � _ :.
<br /> - ��X_ .n_x X- _ x " , x� a x.° e --� L=SPAN ° ea ` 4,�
<br /> a. �
<br /> . - � _�d-, -. .
<br /> ad ' I a
<br /> ` _ -, _ A-� P- '
<br /> _ �4
<br /> PLATE 3/8x4x1'-0" AT � ° °- _ -a-" �
<br /> 32" OC. AND 6" MAX. � � " ' "' BENT PL 3/16" x CONT., - � _ a .
<br /> FROM CORNERS AND � L3x3x1/4xCONT. WITH 1/2'T6" HEADED - `=° -°`- = - °= " �°e ; a ; �
<br /> ENDS WITH 2-3/4" DIA. LEDGER STUDS A 12 , _.
<br /> MIN. DECK T'�
<br /> x 5" HEADER STUDS - #4 AT 12" AT A �°_°- ° ° ° 3-SIDES
<br /> STANDARD 90° HOOK, BEARING PER #4 AT 24" AT B da 3i�6 TYP. V
<br /> (GA. = 8��� � GENERAL NOTES ° ` .
<br /> SKEW AS REQ D. � 1 1/2" CLEAR FROM TOP ° �
<br /> a _ _. _ a
<br /> � OF CONC. PROVIDE 90 ° °° - 3�16 N
<br /> 3/16 2-12 �
<br /> �/2�� DEGREE STANDARD �a'a a a: . M (n
<br /> DECK SPAN PERPENDICULAR DECK SPAN PARALLEL "ooKAT EN° - � °.` ` � �
<br /> NOTEs: DECK SPAN PERPENDICULAR TO BEAM CONCRETE WALL �
<br /> .
<br /> 1 . See plan for ledger sizes and anchors, unless noted otherwise use this detail. �
<br /> 2. All deck edges shall be supported. NOTES: > � Z
<br /> 3. Concrete wall reinforcing not shown for clarity. 1. Concrete wall reinforcing not shown for clarity � � O
<br /> C6 C�
<br /> STAIR ANGLE LEDGER TO CONCRETE STEEL STAIR BEAM AT CONCRETE �' � _
<br /> � Q �
<br /> WALL ATTACHMENT 4 EDGE OF STAIR SLAB 5 WALL 6 � a
<br /> � �
<br /> ' NO SCALE NO SCALE NO SCALE � �
<br /> W � W�/
<br /> J
<br /> �- L LL
<br /> W W W
<br /> o W
<br /> �
<br /> WALL ABOVE, a
<br /> Z WHERE OCCURS
<br /> �
<br /> s
<br /> � CONCRETE SLAB CONCRETE OVER STEEL STAIR LANDING BEAM 1" MAX.
<br /> � 1/2" MIN.
<br /> �� DECK, ORIENTATION MAY WALL ABOVE,
<br /> " VARY CONCRETE SLAB �, ��2
<br /> � WHERE OCCURS �^
<br /> �� ' � 3-SIDES V J
<br /> __ rn
<br /> � a - . a a . .a ._,<a . . _ , � STEEL SHEAR PLATE, FOR 6 , TYP. 3i�6 V �
<br /> � z
<br /> � ° �'� - �X j x e;°. x �i SIZE AND ATTACHEMENT SEE 3i�s 3^ MIN. (n Q
<br /> a °
<br /> � . � ` � °.` - a ° " a a . _ _ s2.o2 F--
<br /> e ,
<br /> a _
<br /> � a � � a � �
<br /> a: �
<br /> ; ° _ a _doa - _ -`� °. - .°-a . aaa . a. .00a - STEEL BEAM _ z
<br /> w ^1 _ - w W
<br /> ol _ - `y q . " � _ - - y ' - -°d- � � �
<br /> � < _ (y . .
<br /> °� �° n '�` o- CONTINUOUS LEDGER -' � ° " a STAIR TREAD U � �
<br /> - ° &
<br /> � o _a_ a , : - _
<br /> � ` o I.� J
<br /> °
<br /> � a a , e a e - � � , d � ' , � a" � - -
<br /> � Q „ a; a a a. °. ANGLE, FOR SIZE AND :� �
<br /> � a - 4 ATTACHEMENT SEE 4 ' .a"� � 4 -
<br /> N '
<br /> � �
<br /> �, - a�CV_• � - --� � a a ' � � � _. �/
<br /> 3-SIDES OZ �
<br /> �; a
<br /> S2.02 ` � °� a TYP. 3/16 �.(�
<br /> a
<br /> OI Q , - , , d , ° _ , . 'd �
<br /> � . , a_., , . + . " ' _ -
<br /> C ' -: '.. .� � -....._...:. a a ° e "
<br /> N ° PLATE 3/8"x4x0'-8" AT 24" d .. a _ _ - U -
<br /> �� ° =a ` OC. 6" FROM CORNERS o- � a ° :a - " L3x3x1/4" CLIP HANGER � � �
<br /> z � . .�°b AND ENDS WITH 2- 3/4" � d "-. � , „ STEEL STAIR � � �
<br /> � DIA.x5" HEADED STUDS � L 6x4x3/8 (LLH)x0-4 STRINGER � � �
<br /> � a-'6" , °. ..".a � °' -�-.°a . °. ,- PLATE 1/2"x8"x12" WITH 4- Z
<br /> N ` - ° �.`. SPACED AS SHOWN N � ` �� ��
<br /> _ _ 3/4 DIA.x5 HEADED STUDS 3/16 v
<br /> 0
<br /> � . �a �- CONCRETE WALL -a-Q .. <4 -. � Q �
<br /> o ° _ - , - . � o w
<br /> ' � CONCRETE WALL ` `- �
<br /> oa -8
<br /> a a , a°
<br /> � , ;, a.�, d e
<br /> � DRANM BY ---
<br /> � NOTES: NOTES: AC
<br /> > 1. Wall and slab reinforcing not shown for clarity. 1. Wall and slab reinforcing not shown for clarity. sHEET NUMBER
<br /> w STAIR LANDING BEAM AT STAIR
<br /> m
<br /> � Q
<br /> � N STAIR LANDING AT CONCRETE SLAB 7 STAIR BEAM AT CONCRETE SLAB $ STRINGER g 2
<br /> � � S2 . 0
<br /> � �
<br /> �� NO SCALE NO SCALE NO SCALE
<br /> 0
<br /> �N
<br /> N M
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12z18
<br />
|