HomeMy WebLinkAboutbuilding plans 5 2' -- -- -- -
4'-1 7/16" —--—19'-5 1/2"--- -
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11'-9 ;/16' , _ --7'-4 9/16"
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Acrylir. 0606e 26SODH 2fi3DU11
Flanciibox above door on switch
PLAN AS SHOWN Handl6o{under BRAMMEF/CENTRAL
no switch 'ROPOSED PLAN ALL DIMENSIONS ARE APPRO"'I(MI TE
——..—7' _—. ._38' -- ._ —7'
.=: :. 1004 sq ft
HANDRAIL GRIP SIZE NOTES F 4
THE MA%AAN RISER HEIGHT SHALL BE 7-3/4 INCHES, THE RISER !L A
SHALL 6E MEASURED MERTICALLY BETWEEN LEADING MGM OF TIIE
' ADJACENT TREADS, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT W
Ir 1 I. 1_--- 1• Of STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. p
THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE �}a, [ N
k'i •:. MEASURED HORIZONTALLY BETWEEN THE rUTICAL PLANES OF THE FOREMOST PROJECT #LH a W
O + OF ADJACENT TREADS AND AT A IN AN ANGLE TO THE TREAD'S LEADING NOT EDGE. EBB
THE GREATEST TREAD AN 3 INCH ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
er
Ti. SMALLEST BY MORE MAN 3/B INCH.
NONCRRCULAR CIRCIII.AN RECOSSFO j C
1141. aIIyH:«I R.t11 S.L.1 IS IH'1'I
-HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ��Er
ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE.
SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
-HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH rMui .T. 5/4' X 6 BOARD RAIL CAP
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. (�
• HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A OPENINGS SHALL NOT ALLOW rr .T ,'
LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO THE PASSAGE OF A 4' DIAMETER SPHERE W
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
2 X 4 TOP h BOTTOM ATTACHED TO
TO POSTS WITH (2)/B WOOD SCREWS -
ON INSIDE FACE.
2 X 2 BALUSTE OPENINGS FOR REWIRED GUARDS ON THE
SIDE OF STAIR TREADS SHALL NOT ALILOW A
MIN. (3) SIMPSON'S SOS 1/4- X 4-1/2- SPHERE 4-3/8- TO PASS THROUGH.
WOOD SCREWS FOR RIM JOIST TO POST LI
CONNECTION. (5) 16d NAILS OR EQUIVALENT S
ATTACH BALUSTERS TO TOP k BOTTOM
P.T. STEP LANDING FLOOR fASTENE W/MIN. (1)/8 WOOD SCREW OR EOUIV. O
TO HOST FLOOR MEMBERS USING SIMPON'S
1/4' X 3-1/2- SOS WOOD SCREWS OR
EOUIV. AT 12'O.C. STAGGERED SCREW PATTERN .T. 2X6
PIK
2%6 P.T. LANDING CONSTRUCTION 'CONCRETE OPTION:
nF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND
16" O.C. FLOOR JOISTS USING(5) 16d NAILS OR ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET CAN BE
EQUIVALENT AT EACH JOIST TO RIM JOIST -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.
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.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) 16d NAILS OR EQUIVALENT AT EACH (3) 2 X 12 P.T. STAIR STRINGERS m
2X6 TO POST CONNECTION.
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NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.
ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER 31e s.sank SW IDO
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ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL °R ° °°8°°° ..w—.rt—
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