|
2ND STORY STAIRS
<br />WHERE OCCURS
<br />WELDED RAIL GUARD BY
<br />5PIRAL 5TAIR WARE1-10C/5E
<br />PER 0
<br />4X OR DEL. 2X FLOOR
<br />JOiS T OR HEADER TO
<br />BE DES/GNED FOR
<br />PLATFORM LOAD FOR
<br />EACH PROJEG T
<br />*
<br />DETAIL
<br />l
<br />TOP LANDING
<br />k
<br />OR 0 0
<br />0/
<br />�Y
<br />GL 05ED END
<br />TREAD
<br />Q
<br />�
<br />Q
<br />OPTIONAL ON
<br />STAIR
<br />2
<br />q
<br />Q
<br />�
<br />TYPICAL TREAD,
<br />j
<br />SEE DETAIL
<br />�DLL-
<br />O
<br />Z
<br />W
<br />Q
<br />PROVIDE CLOSED RISER
<br />Q
<br />OR DECORATIVE FILLER
<br />J;
<br />TO PREVENT PASSAGE
<br />-
<br />Q
<br />OF 4 " a SPHERE SEE
<br />STRUCTURE SHALL BE CAPABLE
<br />Z
<br />BEARING PLATE
<br />OF RES/STIN6 2/0# WIND OR
<br />(RECESS OPTIONAL),
<br />SCHEDULE,
<br />168# SED SEISMIC LATERAL LOA/N
<br />iy
<br />SEE DETAIL
<br />5EE
<br />ADDITION TO 162# LATERAL FROM
<br />COLUMN DUE TO UNBALANCED LOA515.
<br />(372# MIN. LATERAL;
<br />TYP/CAL, 51-EVAT/ON--
<br />PIPE SLEEVE OVER
<br />PIPE COLUMN
<br />-=O_-- _---- _ _ I0
<br />R15 S7-IF1`ENER5
<br />15" MAX.
<br />I II i�jl I L
<br />i
<br />7
<br />61 MAX EQ. EO. EO. EO. 6 "MAX
<br />43 " MAX
<br />q0 T256RF.E LANVING PLAN
<br />112 " MAX. RADIUS - /„ l ,_o „
<br />//0 " STEEL PL A TE LANDING
<br />90 DEGREE
<br />N BEND
<br />l/8 2-8
<br />LANVING 5
<br />TYPICAL R15 ry
<br />5TIFFENER
<br />l/4" STEEL
<br />N. 7. 5.
<br />N VARIES
<br />w
<br />112" MAX. RAD1U5
<br />INIMUM may~
<br />R" -PER 5GHEDU1-E, SEE O
<br />514 130. x /6 6A. TUBE SPINDLE
<br />TREAD 55C T/ON 6A(TYPICAL%
<br />(Fy = 50 K.S. l.)
<br />n
<br />N T.5.
<br />TYP. WOOD TREAD
<br />'
<br />T-
<br />TR5A17 Al-TERNAT/1/F5
<br />MOUNT/N6 HOLE _ -
<br />w
<br />//6 " OR /O GA 57-EEL PLATE
<br />WIDTI-/
<br />a O
<br />(3116" STEEL REQUIRED FOR DIAMETERS OVERAk
<br />I
<br />k w
<br />-2 DIAMOND FLOOR FL TE: 1/8 " STEEL.
<br />3. HOT-D/PPED VAN/ZED.
<br />GAL
<br />4. HOT -DIPPED GALV DIAMOND FLOOR PLATE
<br />6A
<br />" � � i
<br />HOLE5 FOR
<br />SPINDLES
<br />TREAD
<br />UP
<br />HANDRAIL �',�'
<br />'� TR�17 PLAN
<br />G.L. OF 1/4" D/A. MB. (BEYOND' -. 31.4" x 16 6A.
<br />�l
<br />O TYPICAL TREAD-
<br />O
<br />�YONNDJ LE
<br />I I
<br />/ l/2" MIN. j
<br />END PLATE
<br />SAME MA TER/AL
<br />TYP'
<br />AS TREAD
<br />l/6
<br />(OPT/ONAL ON
<br />(2) #12-24 x l l/2" 5-25.T5.M.5.
<br />STAI,;V
<br />4 HOLES
<br />O
<br />TEK5 (RR. 24029). 5G�I=W5 MAY
<br />TAPPED FOR
<br />BE INSTALLED IN HOLE5 FOR
<br />5/l6 " D/A.
<br />SET 5GRE/N5. INHERE P'PE
<br />SET SCREWS
<br />.SLEEVE COLLARS BEAR ONE ON
<br />TOP OF ANOTHER, TIEK 5GR5N5
<br />ARE NOT REOD.
<br />01�,ERLfi "M&7V7'
<br />A. / 1116 " TH/GK OAK.
<br />B. 51-4" THICK N/6H DENSITY PARTICLE BOARD (FOR CARPET/
<br />* INCLUDES HOLE5 FOR MOUNTING WOOD 0VERLAYMEN7- PER
<br />A OR B ABOVE (SPECIAL ORDER AVAILBLE HOLES)
<br />4" O.D. COLUMN
<br />N 3 //2" O.D INNER COLUMN
<br />f LANDLN6 PER DETAIL O OR O
<br />TYP TREAD COLLAR
<br />COLUMN
<br />(4) 5116 " DIA. SET 5CREW5 (2 PLACES),
<br />(6 TOTAL) COLUMN TO INNER COLUMN
<br />COLUMN SPLICE C& 2NV 57-ORY O q
<br />P/PE CoZ-4m1v r ER
<br />SGHEDUL SEED P/PE SLEEVE COLLAR, 5EE D3
<br />(IPIPE SLEEVE COLLAR MAY BE J
<br />OMITTED AHERE TREAD lS WELDED - -
<br />OIRGTL Y TO CPLO-AQ U O _
<br />TYP/G�FL TRB�D S�GT/ON 8 � N � _
<br />l 1/2" - l'-O"
<br />O3 l/2" OR 4" 1.12 PIPE COLUMN PER
<br />P/PE SLEEVE 5GHEDULE 55 O
<br />00 � (4) HOLES
<br />TAPPED FOR
<br />�
<br />5116 " DIA. SCREWS
<br />N. T.5.
<br />l/4" x IC" DIA. STEAL
<br />PLATE (3/6" x
<br />AT (2i 57-0RY)
<br />NOTE PLEASE CONTACT
<br />W" PER 5GHEDULE THE SPIRAL 57A/R
<br />WAREHOUSE PRIOR 7-0
<br />SEE O SETTING LOCATION FOR
<br />ANCHOR 50L TS.
<br />V BA5E PLAN 1 74 J
<br />N, 7-5.
<br />TYP/GAL WOOD
<br />OVERLAYMENT
<br />MOUNTING HOLE
<br />(SEE TREAD
<br />AL TERNAT/VE5)
<br />PIPE SLEEVE
<br />OVER PIPE
<br />COL UMN
<br />TYPICAL R/55R5
<br />RlS€R
<br />LANDING TO LANDING NT - 'H"
<br />HE/GHT
<br />/2 R15ER5
<br />15 R15ER5
<br />/4 R,1SERS
<br />15 R/5ER5
<br />/6 R15ER5
<br />/7 RISERS
<br />/8 R/5ER5
<br />B"
<br />-----
<br />8'-8"
<br />9-4"
<br />/O'-O"
<br />/0-8"
<br />!2' O„
<br />8 //2"
<br />B'--6"
<br />9'--2 112"
<br />9'--/l"
<br />/0'-7112"
<br />//'-4"
<br />-----
<br />-----
<br />q„
<br />q-O„
<br />q-q„
<br />/0-6"
<br />//'- 1,
<br />/2-O"
<br />-----
<br />-----
<br />9 112
<br />9'-6 "
<br />10 -3 11_2
<br />ll - l "
<br />/l '-/0 //2 "
<br />-----
<br />-----
<br />-----
<br />1/8 " STEEL PLATE
<br />Q
<br />LAND/N6 (SOIJARE
<br />\
<br />pR 60 DEGREE
<br />20 \
<br />5UPPL I= OPTIONAL
<br />\`
<br />ROUND 90 DEGREE/
<br />60 DEGREE)
<br />\
<br />(Sj 1/2" D1,4, x 4" LAG 50L TS
<br />TO WOOD HEADER (BY 0THER5)
<br />6 " FROM EN,25 AND SQUALL Y
<br />51-AGE17 (DOUBLE OVA NTITY OF
<br />3
<br />LAGS AT INTERMEDIATE
<br />LANDING OF 2 STORY ST.A/RSJ
<br />WHERE LANDING /S EXPOSED
<br />AT EXTER109, USE GAL V. LAGS.
<br />43"
<br />R15 5T/FFENER5
<br />\ k II
<br />� IJ
<br />\ \�1 \ / A\
<br />I 7
<br />6UARDRAIL NOT 5HOWN FOR GLARI iY 7
<br />(2) 112 " DIA. x 4 " LAG 50L TS, SEE 2
<br />VARIES
<br />13 " MIN/MUM
<br />60 L7E6REE L.ANl7/NG PLAN
<br />LANDING O TYPICAL FLOOR
<br />LAC,, SEE PLAN
<br />(2) 2x OR 4x BEAM
<br />FlN/SH �
<br />CONNECTION AT ,LAN17/NG 00
<br />/112"_
<br />SPINDLE
<br />TYPICAL TREAD
<br />1� 114 " D1A. MB. w/
<br />�- 5 TAR IVASHER
<br />NUT TYP/GAL
<br />I�FTA/L �Q
<br />/k /lN/MIJM F/N/5H FR�AMEY2 oFEN/N� FOR S TAIRS
<br />STAIR DIA. 'D"
<br />FINISHED OPENING
<br />5- O"
<br />5'-3" x S' 3"
<br />5'-6"
<br />5'-9„ x 5 �„
<br />6'-O"
<br />6' 2" x 6'-3„
<br />6'-6"
<br />6'-9"x 6-9"
<br />7-0"
<br />7 -3" x 7-3 "
<br />GENERAL NOTES
<br />(THE.55 NOTES SHALL AFFL7' UNLESS OTHERN155 NOT=)
<br />NOTE: WHERE GODS /5 SPEGIF/ED, lT SHALL BE THE 2007 GALIFORN/A BUILDING 6=5
<br />AND 2006 INTERNATIONAL BUILDING- GORE.
<br />1. COAITRAGTOR SHALL VER/F7' ALL GOND/771ON5 .AND DlMENS/ON5 AT THE -405 SITE
<br />2. 50/L BEARING MINIMUM = 1,500 PS.F PER TABLE 1504.2 FOR CLAY, 5ANDY CLAY, 51L TY CLAY
<br />CLAYEY 51L T, 5/L T AND SANDY 51L T PER GRADING PREINSPEGTION OR SOILS REPORT.
<br />3. 6ON5RETE FOR NEW FOOTlN65 SHALL BE STANDARD MIX, 2,500 P5./. AT 25 D,AYS.
<br />DEPUTY /NSPEGTOR NOT REOUIREG.
<br />4 STRUG TURA' STEEL PLATES AND BARS SHALL BE A l T M A-36 (OR H/GHERj T/ELD STRENGTH
<br />�. .
<br />FRAME RO GH OPEN/NG LARGER TD 4LLOX FOR FINl5H S, STEEL PIPE COLUMNS AND SLEEVES SHALL 52 A.5. T M A-53 GRADE B OR ROUND H.5.5.1
<br />MATERIAL SUCH AS GYP. BD., TRIM, ETC. A.5. T.M A500 GRADE B.
<br />6. STEEL TUBES SHALL BE A.S. TM 4500 TRADE G. (Fy = 50 K5.1. M/N,)
<br />7. BOL 7-5 SHALL BE A.5. T.M. A-307 SET SCREWS SHALL BE A.5. TM F9/2,
<br />F Sh 77
<br />S. FASTENERS FOR EXTERIOR EXP05URc SHALL BE GAL VANIZED FOR STEEL STAIR✓1 AY.
<br />9, STEEL MELDING SHALL BE PER GODS U5/N5 SHIELDED METAL ARG PROCESS l Y/TH
<br />R/GHT H'f4N17 UP 4 3 s 4 s - /� / E70XX ELEG TRODE5 OR EQUAL IN , AN r+' PPROVED FdFBRIGr� TOR 5 SHOP
<br />10. A=L FABR/CATION SHALL BE DONE /N THE SHOP OF,A L16EN5EIJ F.ABR/CA TOR.
<br />NOTE s e 6 O %, 11. 5TA/RWA Y 51-1ALL BE USED FOR ONE AND TWO FA MIL Y DWELL ING ONL Y
<br />1.3 R/SER LAYOUTS 12. SPIRAL 5TA/RWAYS ARE PERMITTED TO BE USED A5 A COMPONENT IN THE MBAN5 OF
<br />PON`N ' OINN OWN
<br />SHOWN (112 TREADS a a E6RE55 ONLY W1 THIN DWELL /NS UN/T5. (NOTE THA T A PR/ VA TE S TAIR/NA 9' 15 A 5 TAIRWAY
<br />8 / LANDING% 7 & o a 9 s 9 ...- ii THAT SERVES A SINGLE TENANT .A SINSLE TENANT MAYBE ONE OR MORE OCCUPANTS
<br />13, PROVIDE• MINIMUM OF 26" WIDE WALKING .AREA FROM OUTER EDGE OF SUPPORT COLUMN
<br />lND/GATES TO INNER EDGE OF HANDRAIL, 7 112" MINIMUM TREAD AT A POINT /2" FROM WHERE THE
<br />k D/REG TION TO 3 a a - TREAD 15 NARROY✓EST. MINIMUM 6-6 " 1 fEAD ROOM, AND R15E NOT TO EXCEED 9 112"
<br />(DOWNjSTA/R 4 s %/ • ; s 5rA/R TRENDS AND R/551;Z5 5H,ALL BE OF UNIFORM 5IZE.AN27 SHAPE THE TOLERANCE
<br />BETWEEN THE LARGEST AND LLE5T R15ER HEIGHT OR BETWEEN THE LARGEST AND
<br />5MALLE57- TREAD DEPTH SHALL NOT EXCEED 5123" (0.375 INCH) IN ANY FLIGHT OF 57-A/R5.
<br />V Do�YN 6 oo�vN oohN 14 THE TOP OF GUARDRAILS SHALL BE 42"MINIMUM IN HEIGHT OPEN GUARDRAILS SHALL
<br />a 6 2 6 HAVE /NTERMEDIA TE RAIL 5 OR ,AN ORNAMENTAL PATTERN 5UGH THA T A 4 " SPHERE
<br />N LEFT HAN17 UP o e q " _.._ ... q CANNOT PA55 7-ILIROU61-1
<br />J 15. HANIJRA/LS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ST i1,45. FOR PRIVATE
<br />1. LANDING 15 REVER5I5L F 60 OR 90 DEGREE EDGE OF LAND/N6 MAYBE USED STAIRWAYS, 1-1ANDRAIL5 ARE NOT RE0l11RED TO EXTEND 12" BEYOND THE THE TOP OR
<br />FOR TOP STEP. BOTTOM R15ER PER GORE SECTION 1012.-5.
<br />2. 8.9" MINIMUM R/SER HE/GHT REQUIRED FOR HEADRODMBELOIN SQUARE LANDING. 16. LANDINGS AND LAND/N65 AT 17O0R5 SHALL COMPLTH GODS 5EG7 /ON5 100e.1.5 AND
<br />3. /F DOORWAY OCCURS AT LANDIMr A LARGER LANDING MAY BE REO(/IRED. 10094.
<br />5EE NOTE /6 d DETAIL /7 . 17 REDUCED PLANS OR POOR OUALITY F; bV7-5 (TOO DARK OR TOO LISHT WILL NOT BE
<br />ACCEPTABLE FOR 05TAININ6 A 5U1LD11VG PERMIT
<br />18. A PLOT PLAN AND/OR FLOOR PLAN lS REOU/RED FOR 05TAIN/N6 A BUILDING FERMI r
<br />USING TI-115 PRODUCT
<br />T;Zff D, COLUMN, 4fFOOT/NG SGHjffr,7411-F
<br />STAR
<br />TREAD
<br />COLUMN
<br />GONG. PAD '! V" ()(w
<br />DIAMETER
<br />'E"
<br />`�22)
<br />MAX. LOAD
<br />'LBS.%
<br />PIPE DIA.
<br />APE (6)
<br />O.D.
<br />5011L ERG. VALUE
<br />1,500 P5.F
<br />5'-O"
<br />2'-6"
<br />l4 514"
<br />4"
<br />2,500
<br />3" STD.
<br />3 //2"
<br />6„
<br />2' q"
<br />!6 .5%8
<br />4"
<br />2500
<br />3" 5TD. -
<br />5 ,112"
<br />6" -
<br />6'-0"
<br />.3'-O"
<br />l7 7/8"
<br />4"
<br />2500
<br />3 //2" 5TD.
<br />4"
<br />6"
<br />6'-6"
<br />5=3"
<br />/95/8"
<br />4"
<br />2,500
<br />3 //2"EX STIR.
<br />4"
<br />o"
<br />7'O"
<br />3'-6"
<br />21"
<br />-4"
<br />2,500
<br />31/2"EX. STR
<br />4"
<br />!6"
<br />6'-O" MAX (a)
<br />MATCH ABOVE
<br />5,600
<br />3 //2" EX. STR.
<br />-4
<br />20"
<br />19. REPRESENTATIONS OF PATTERNS AND VIEWS SHOWN ON THIS PLAN MAY NOT MATCH
<br />CURRENT PRODUG T'ON.
<br />20. ALL WORK MUST 60MPL Y WITH L.A. GlI'Y PLANNING AND ZONING CODES AND LOCAL GORES.
<br />21. 57`R/GTURAI OBSERVATION l5 NOT REOUIRED PIER G.B.G./I. B.G. SECTION 1704.2.2.
<br />22. DESIGN LOADS:
<br />A. LIVE LOAD5:
<br />FLOOR: 40 P 5. F OR 300 LB. ON 4 50, IN ON TREADS ' 40 P S. F. ON LANDING.
<br />B. 51`E6/14L LOADS:
<br />HANDRAIL AND GUARDRAIL: 200 LB. IN ANYGIREGTION
<br />INTERMEDLATF RA IL 5: 50 LB. ON ONE .50.FT
<br />C. SNOW LOAD5
<br />P - 4 P F N v
<br />SEE DETAILS ©, 8 OO
<br />g - O S. 6ROU D 5, OW LOs
<br />Pf = 0.7 Ge Gr ! Pg = O. 7(72,)(1.2J(/ 0,)40 = 40 F..5.F.
<br />(2)
<br />SEE DETAIL ®
<br />Ge = 1.2 SHIEL T ERED (i` OS T SEVERE F,AG TOR)
<br />(3)
<br />SEE DETAILS l4 B l9
<br />Ct = !.2 UNHEATED (IVC5T SEVERE FAGTOR)
<br />(4)
<br />/F SOIL BEARING VALUE 15 GREA,TER THAN /,500 1-5.F1 USE 'W" FOR 1,500 PS.F
<br />= ID (OGGUPAN6S' CATEGORY l OR llJ
<br />EXISTING OR NIEW CONCRETE FLOOR OR WOOD FLOOR FRAMING SHALL BE DE5/GNIED
<br />FOR THE SPEC/FIG COLUMN LOAD FOR EACH INSTALLATION
<br />A WIND DE5,16N %DATA
<br />(5/
<br />2-STORY 5TA/R5 424'-O" MAX HT. WITH LAND/NG ATMID HE/GHT%
<br />BAS/G WIND SPEED: q0 M.PH r3-ScGOND GUST) AT 50' ABOVE GRADE
<br />W
<br />COMPARABLE D/AMETER AND WALL THICKNESS OF 5TEEL ROUND ff5.5. TUBINS
<br />MAY BE 54IL35T17-ZJTE7 FOR PIPE SHOWN.
<br />EXPOSURE G'
<br />INTERNAL PRESS0,EFFIG/ENT: NiA
<br />GO,^'IPONENTS AND CLADDING: N,/A
<br />GT/� /� �C/1��/ // /
<br />/ r'f r7 L/L l
<br />NOTE WHEN STAIRWAY /5 USED ON' EXTERIOR OF BUILD/NG, lr SHALL NOT BE LOGATPD
<br />NEAR HILLS, RIDGES, OR E5GARPMENT5.
<br />E, EARTHQUAKE DESIGN DATA
<br />/5 = L0 (OCCUPANCY CATEGORY l OR l/)
<br />Ss = 200y
<br />51TE GLA55: D
<br />5o5 = /OOg
<br />I. Cog
<br />GONGRETE FLOOR 3" MIN):
<br />SEISMIC DESIGN G.ATE60RY. E
<br />(2) 114 17/A. POWER-5r!/D
<br />SE75M/G FORGE RESISTING SYSTEM ORDINARY MOMENT FRAME
<br />WOOD FLOOR:
<br />OR TRUBOL T WEDGE
<br />DES/6N BA5E SHE �R: V = 0.39/ 11� ,'A.>.D.% AT .50 FT. ABOVE GRADE
<br />(2) 5116 " D/A. x l 112"
<br />ANCHORS !Y/ l 0'4 "MIN
<br />Gs = 0.355
<br />LA6 BOL T5 TO M/N
<br />EMBED.
<br />R = 3 0
<br />H O
<br />3/4 " SO, x 14 GA.
<br />2x JOTS T, DECK, OR
<br />ANAL YS/5 PROCEDURE: EOVI VA.LENT LA TERAL FORGE
<br />MB.
<br />TUBE 5TAR TER
<br />BLOCKING
<br />F'05T (F K.S.
<br />,/ - 50
<br />2 ,ADDITIONAL REQUIREMENTS:
<br />0 ROUND
<br />.51
<br />57A- RTIN& P05T PLr4N O
<br />A.
<br />RISER SHALL HAVE SPAGS REDUGT/ON BAR ,SER DETAIL 22 OR EQUAL.
<br />TUBE (INNER i
<br />3 //2"DIA. x l/&"
<br />PLA TZ SEE
<br />N.T.5.
<br />$
<br />OUTDOOR 57A/RWAY5 SHALL BE GON5T,RUGTED SO THAT WATER WILL NOT ACCUMULATE
<br />DETAIL l2
<br />ON WALKING SLRF,AGES. 2 o MAXIMUM SLOPE
<br />I/a
<br />C.
<br />WALKING 5IIRFAGES SHALL BE 50L ID 5URFACE5.
<br />D.
<br />USEABLE SPACE UNDER STAIRS SHALL NOT BE ENCLOSED.
<br />N. T.S.
<br />i
<br />i
<br />=CGO,RATIVE F/LLE,@
<br />5UG14 THAT 4"DIA.
<br />SPHERE !HILL NOT
<br />PA55 THROUGH
<br />C, (DE516N VARIES)
<br />x 16 6A.
<br />O O TUBE SPINDLE
<br />(Fy = 50 K.S. l.% !N/ CAST
<br />ALUMINUM HEAD
<br />(ANSI AA-3/900-F/
<br />cq 4 "' MAX Z
<br />nl TYP/GAL � U� �
<br />7N
<br />5"o " SO. 5CL lD
<br />INSERT -,0 /5'
<br />/o ABOVE UPPER
<br />1 TREAD (Fy = 50 K 5 0
<br />T)'P/GAL. HANL79AIL RAIL 6LIARV (�
<br />GONT/NUOUS HANDRAIL SECURE
<br />TO EACH SPINDLE, 5EE
<br />SAFETY
<br />TERMINAL
<br />OPTIONAL,
<br />5EE NOTE l5
<br />O�
<br />' � .1 PIPE COLUMN' PER 5GHEDULE, 5EE (5 �\ � /�
<br />-O 1/4" x lO"DIA. BEAR/NG PLATE
<br />A7-,-L. OOR LEVEL OR RECESSED FOR BEARING PLATE ON
<br />EXIS TING 3 //2 " MIN SLAB
<br />GONGRETE PAD A JOB SITE SPEGIF/G O
<br />5116 V 15 Sj4" 50. x 16 GA. (0.060)
<br />TYPICAL 5L EEVE COLLAR (,3 NEW OR EXISTING REQUIRED FROM THE BLD6.
<br />CONCRETE 5LA,5 DEFT., APPROVAL 15 ALSO (STEEL%
<br />N T.5. REQUIRED BY THE
<br />(BY OTHERS%
<br />GA ST ALUMINUM
<br />,65AR/NG PLATEANCHORAGF
<br />(4) l/2" DIA. x /0" A.B. FOR EXTERIOR INSTALLATION U5E C7 L V A.B.
<br />OR
<br />(4) 3/8 " DIA. MN H/L T! KWIK BOL T TZ ANGHOR5 W/
<br />2" MIN EMBED: (25 /` 7-- . TORQUE).
<br />ON5TALL ANCHORS AFTER CONCRETE HAS GORED, 28 DAYS.)
<br />(INSTALL PER E.5.R.-19/7 SEPT. 1, 2007� -
<br />NOTE KWIK BOLT TZ ANCHORS INSTALLED IN
<br />EXTERIOR LOCATIONS SHALL BE STAINLESS STEEL.
<br />NOTE: GONGRETE FLOOR OR WOOD FLOOR FRAMING (EX/STINS OR
<br />NEW SHALL BE DESIGNED FOR THE SPECIFIC COLUMN LOAD FOR
<br />EACH IN5TALLAT/ON. ANY REQUIRED 5TRU6TURAL GALGULAT/ON
<br />OR ENGINEERING SHALL BE PROVIDED BY OWNER.
<br />ENGINEER OF THE STANDARD -
<br />PLAN DOME GAP
<br />7 DI � (OPT/ONAL%
<br />D
<br />4" MAX CLEAR OR
<br />/ Z u� DECORATIVE IRON
<br />i1 OI FILLER 5U6H THAT
<br />- III Z N 4 " D1A. SPHERE
<br />-III 3" MIN EDGE DI5T WILL NOT PA55
<br />III O REBAR FOR THROUGH
<br />EXPANSIVE SOIL (DES/GN VAR/E5%
<br />-I I-
<br />lN" SQUARE PAD
<br />J� PER 5GHEDULE, 12-24 x l 112"
<br />/ FOR EXPANSIVE SOILS:
<br />lb" M/N DEEP FOOTING S.D.SJ.S.MS.
<br />SEE O REQU/RED Al (2) #4 TEKS 545REA5
<br />l 112 " 50. x 14 6A. (0.075)
<br />TUBE TYP. (5TEEL)
<br />P _ /'-O"
<br />CONTINUOUS i
<br />HANDRAIL, � �
<br />/- � GUARDRAIL, SEE
<br />675NERRAL NOTjS
<br />i O�
<br />/ � � � \ ( SHEET METAL SGRE!^l FINGER
<br />FORGE Fl T HEAD dooms GROOVES
<br />514" SO. x 16 5A. INTO SPINDLE �9
<br />TUBE SPINDLE W/ �
<br />6145T ALUMINUM DR1VE PIN
<br />HEAD
<br />(ANSI AA-3/1100-F) 3/!6"
<br />I iii pI 4i ui hi
<br />5/l6" SET 5GREW I° i° in of
<br />III � i'Iwmwui
<br />iI III H III
<br />!N-557AEEN _ Ian ul
<br />SPINDLE BASE
<br />TYPICAL TREAD ( p�Tpi �T 00�
<br />l l/4 " x l 1,�4 "
<br />O
<br />l/4 "-20 PAN HEAD PHIL L lPS
<br />x 514" LONG SCREW
<br />BAL GONY'FL OOP FRAMING
<br />GUA,@DR�1/L Br OTHERS,
<br />HANDRA/L
<br />N�Nl»i24/L5
<br />O
<br />x 146A. (0.075%
<br />l l//6"
<br />5EGT/ON
<br />IN5ER7
<br />NOT A PART OF STAIRS
<br />N r5.
<br />1 112" x 11B
<br />LANDING L757-A/L O
<br />x 3" PLATE
<br />(SEE NOTE 161) N T.S.
<br />/ 1121,
<br />(Z)
<br />HOL55 AT WOOD
<br />GONAEG TION
<br />(V //4 " DIA.
<br />HOLE AT 5TEEL
<br />m
<br />GONNEG TION
<br />Rf4(L CONNECTOR
<br />510" 51A. x 4" LON6 LAG 30L 75
<br />14 INTO 2X MIN. 54OGKIN6 OR
<br />JO/STS
<br />(B)' OTHERS)
<br />FLOOR PANEL
<br />COLUMN 8 BEARING
<br />PLATE SEE
<br />(2) #l2 x 2"
<br />Qlit
<br />BLOCK
<br />50L4:7
<br />11""Alp
<br />WOOD
<br />zl2"
<br />SQUARE
<br />TO 57UI7 OR
<br />-
<br />L T. !HEIGHT
<br />BLOCK
<br />�
<br />�
<br />�
<br />�
<br />CONCRETE
<br />WHERE OCCURS
<br />TYP
<br />Ile
<br />6x6 #2 D.F-L.
<br />5IMF50N A35 (4) 5/DES
<br />RAIL CONNECTOR
<br />OR WELD
<br />5/MPSON LGB66
<br />FOOTING FOR 5UPPOR7-
<br />OF 57-AIR5 ONL Y, SEE
<br />/�
<br />EACH WAY TOP 8 BOTTOM / 1/2 " SO. x 14 6A. -� 1/4 " DIA. M.E. d
<br />W/ 3 ° CLEAR TO SOIL. -
<br />NATURAL OR COMPACTED SUB -GRADE 51M/LAR TOP LANDING 12 1 OR O
<br />COLUMN 5A5,1 55CT/ON - l %�I) __- --- L.ANVING RA/L. &IARV
<br />OPTIONAL PO5T -
<br />WITH FOOT/NG
<br />`� WHERE REOU/RED
<br />IIIIII-II'
<br />COLUMN BASE
<br />T/ON
<br />5GAL E ON 30 x 42
<br />PRINTED SH�Er
<br />�I
<br />70 .NOT 56ALE PLANS
<br />OR DETA/LS
<br />STAR WASHER
<br />d NUT (TY-IGAL)
<br />a
<br />316 " x 514 " B,AI.
<br />9/559 SPACE 95T,7UC7"/0N BAR (2
<br />N. T.S. N T.S.
<br />/FOR / B a STORY 5TA/R5)
<br />N T, 5.
<br />N T.S.
<br />
|