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36" MIN. EACH WAY
HANDRAIL HEIGHT .
34"TO 38"
PLAN VIEW
OPENING BETWEEN
SPINDLES 4" MAX
HANDRAIL HEIGHT
34" TO 38"
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34" - 38" HEIGHT OF HANDRAIL
1-1/4"TO 2" CIRCULAR HANDRAIL
1412" DISTANCE FROM WALL
�-- 36" MIN. EACH WAY -i '
36" MIN CLEARANCE
TYPICAL STAIR HANDRAIL DETAIL FOR
FOUR OR MORE RISERS ABOVE FLOOR OR GRADE..
REFERENCE FBC THE SUM OF TWO RISERS AND ATREAD
CH 10,1006,1007,1015 IS NOT LESS THAN 24" AND NOT MORE THAN 25"
7-3/4" MAX. RISERS AND MIN. TREADS EXCLUSIVE, OF NOSING 9" REV.1112002
DRAWING NOT TO SCALE
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HANDRAIR GRIP n7F
t. THE IWGMUM RISER HEffiHT SHALL BE 7-3/4 DICMES THE RISER gB66MGM or THE[ pgB
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CNt igESADS D7M RE CREAIEST RISER HEIBEETwm aT ptRDN ANY iLOHt0S SHALL NOT MSED THE SY I t ARREST 8Y MORE iNAN S/9 WqL g.
THE MWHIUM MEAD DEPTH SHALL BE 10 Imoes. THE RHEAS DEPTH SHALL BE dg is NEA9JA90 HORIZONTALLY BETWEEN THE VERTICAL PLANES OF 1HE FDRDIDST PRO4,10N ��e' � Q
ADJACENT TREADS AND AT A RIGHT ANGLE' 7D THE Mg UyS LEADIHO EOCE.
1HE OREAlEST TREAD DEPTH WtTHGI ART FLIGHT OF STASIS SHALL NOT EXCEEO THE
ArAL1EST BY MGM THAN 3A INCH. ��'�
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NCIRCULAn COICUtAR nBCEa88D THE RAMS OF• WRVATUIC AT THE tEA0IN0 EDGE THE 1NG0 SHALL BE NO GNFAiEq
THAN A. _ ♦ ......... .......... _ _IT
'HANDRAIL
GRD09SRFPLp
ADJOINING THE TEANNR ORFINIHSUACEOF R SLOPE. E
SHALL BE NOT LESS THAN 34INCHES AND NOT MORE THAN 38INCHES.
1FIANpRAIL SHALL BE PAONOED ON AT LEAST ONE SIDE OF EACH T. S/4" X fi BOARD RAIL CAP
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. ° 'r'= THE GUARDS
MAYBE W00D. uUMINUM. VINn. OR EOIAVALENT.
• HANDRAIL ASSEMBLIES AND GUARDS SHALL T DESIGNED TO RESIST A OPENINGS SHALL NOT ALLOW "�' =MY �
LOAD OF 50 IS APPLIED IN ANY DIRECTION AT THE TOP AND k THE PASSAGE OF A 4' DIAMETER SPHERE
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE
2 X 4 TOR '& BOTTOM ATTACHED TO
TO POSTS WITH MIS WOOD SCREWS y
r ON INSIDE FACE,
2 X 2 BALUSTER OPENINGS FOR REQUIRED GUARDS ON THE X-0' LANWNO HEIGHT •-5 STEPS (MIN.).
SIDE OF STAIR TREADS SHALL NOT ALLOW A 4 -O' LANWNG HEIGHT . 7 STEPS (MIN.)
MIN. (3) SCREWS
SOS 1/4' X 4-1/2' SPHERE 4r3/8' TO PASS THROUGH.
WOOD SCREWS FOR RIM JOIST TO POST a
CONNECTION. (a) 16d NAILS OR EHwIVALENt
P.T. STEP LANDING FLOOR FASTENE ! ATTACH ALUSTERS TO TOP & BOTTOM r
TO HOSt FLOOR MEMBERS USING SARPON'S t3 W/ MIN. �WS WOOD SCREW OR EQUIV.
„ 1/4' X 3-1/2' SOS WOOD SCREWS OR
EQUIV, AT 12' OX. STAGGERED SCREW PATTERN .T. 2H6 STAR A10 LANDING 14GMMATION REQUIRED
2X8 P.T. LANDING CONSTRUCTION - Hv CONcaF7F opneN
18' O.C. FLOOR JOISTS USING (5) tad NAILS OR IF STEPS ARE INSTALLED ON EX15TIN0 CONCRETE THE GROUND
EQUIVALENT AT EACH JOIST TO RIM JOIST ANCHORS AND TIEDOWN STRAP CAN BE OMITTED.
CONNECTION.
THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING
30' GROUND ANCHOR CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT.
Wf TIE DOWN STRAP
STRAP TO WRAP AROUND t' T. 2 X 6 TIGHTLY
(DO NOT OVER TENSION STRAPS) ,
(EACH SIDES OF LANDING)
(1) 2 X 6 P.T. ATTACHED TO POSTS $
USING (5 18d NAILS OR EQUIVALENT AT EACH (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING
2X6 TO �OST CONNECTION, USiNG SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. '� y
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ENGIHE6 RING. ING, RAM IR01q
ALL DIMENSIONS AND GONDITHONC PRIOR TO CONSTRryIGT10N. 2016.1121106931 -OS'00' P.aomouel
ALL STAIR COMPONENTS TOR PR C Iwp Yece Yrn I , mee Dn0lnr' arp Haa
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ALL FACTFNFRS iN_ CONTACT WITH P T UMRFR TO BE HOT nlp GA VANI Fn OR STAIN F cTCFI ort �Haa�"'.�D�+ D°:aiwtin»°rDi
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