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HANDRAIL GRIP SIZE
21a
� tT9lX. ( �
0 T
1NONCIRCULAIR CIRCULAR
(I1311,54.3Type Ij
PeTirneter. 4" - 6"
11."23
RECESSED
[R311.5.6.3 Type III
Perimeter; �61,
*HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE
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
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS.
* HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A
LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
2 X 2 BALU
MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" —
WOOD SCREWS FOR RIM JOIST TO POST
CONNECTION, (5) 16d NAILS OR EQUIVALENT
2X6 P.T. LANDING CONSTRUCTION
16' O.C. FLOOR JOISTS USING (5) 16d NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION.
30" GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY
(DO NOT OVER TENSION STRAPS)
(EACH SIDES OF LANDING)
CONCRETE OPTION:
IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND
ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET CAN BE
OMITTED.
THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING
CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT.
4'-w
.T. 2X6
T. 5/4" X 6 BOARD RAIL CAP
OPENINGS SHALL NOT ALLOW
THE PASSAGE OF A 4" DIAMETER SPHERE
(1) 2 X 6 P.T. ATTACHED TO POSTS
USING (5) 16d NAILS OR EQUIVALENT AT EACH
2X6 TO POST CONNECTION.
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.
STEP
4 14 e 3 -C
NOTES
THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.
THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE
MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJU
OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
SMALLEST BY MORE THAN 3/8 INCH.
2 X 4 TOP & BOTTOM ATTACHED TO
TO POSTS WITH (2)#8 WOOD SCREWS
ON INSIDE FACE.
OPENINGS FOR REQUIRED GUARDS ON THE
SIDE OF STAIR TREADS SHALL NOT ALLOW A
SPHERE 4-3/8" TO PASS THROUGH.
ATTACH BALUSTERS TOP &TTOM
W/ MIN. (1)#8 WOODTSCREEW ORB QUIIV
(3) 2 X 12- P.T. STAIR STRINGERS X
/
ISTING MANUFACTURED HOME /
(3) STEPS P.T. 4X4 POST
P.T. LANDING
P.T. LANDING
P.T. 4X4 POST P.T. 4X4 POST
EEE�(3) STEPS
I P.T. 4X4 POST
ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER
ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL
These plans and specifications
comply with Section 1609 of the
2010 FBC-Residential
V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH
(RISK CATERGORY II BUILDING)
VbCTABLE
DESIGN WIND SPEED = 132 MPH
RY II BUILDING)
9.3.1)
(3 seco d gusts)
t!f
Leonard G. "Geoff' Wood [�
P.E.#47377
318 S. Scenic Hwy, Ste. 100
Lake Wales, FL 33853
Office: 863589.5980
Fax: 1.866-865-2044
HANDRAIL GRIP SIZE
2Q" max. (�-F
I
,NON.CIRCULAR CIRCULAR
IR31 il, 4-3 Type III
Pefltt eleC 4" - 6 Q"
1a¢'2a
RECESSED
ER311..5.6.3 Type III
PeArneter. >15.1-
k
*HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE
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
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS.
* HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A
LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
2X2BALU
MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2"
WOOD SCREWS FOR RIM JOIST TO POST
CONNECTION, (5) 16d NAILS OR EQUIVALENT
2X6 P.T. LANDING CONSTRUCTION
16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION.
30" GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY
(DO NOT OVER TENSION STRAPS)
(EACH SIDES OF LANDING)
CONCRETE OPTION:
IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND
ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET CAN BE
OMITTED.
THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING
CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT.
6'-o- M�Axv—P.T. 5/4" X 6 BOARD RAIL CAP
OPENINGS SHALL NOT ALLOW
THE PASSAGE OF A 4" DIAMETER SPHERE
. T. 2X6
(1) 2 X 6 P.T. ATTACHED TO POSTS
USING (5) 16d NAILS OR EQUIVALENT AT EACH
2X6 TO POST CONNECTION.
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.
NOTES
THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.
THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE
MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJE1
OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
SMALLEST BY MORE THAN 3/8 INCH.
2 X 4 TOP & BOTTOM ATTACHED TO
TO POSTS WITH (2)#8 WOOD SCREWS
ON INSIDE FACE.
OPENINGS FOR REQUIRED GUARDS ON THE
SIDE OF STAIR TREADS SHALL NOT ALLOW A
SPHERE 4-3/8" TO PASS THROUGH.
ATTACH BALUSTERS & W/ MIN. (1)#8 WOODTSCROEW ORBOQTUOM/
/ (3) STEPS•
4/P.T.ANDING
(3) 2 X 12 P.T. STAIR STRINGERS //
ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER
ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL
NUFA(
JRED HOME
P.T. 4X4 POST
P.T. LANDING
P.T. 4X4 POST P.T. 4X4 POST
(3) STEPS
T. 4X4 POST
These plans and specifications
comply With Section 1609 of the
2010 FBC-Residential
V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH
(RISK CATERGORY II BUILDING)
VASD NOMINAL DESIGN WIND SPEED = 132 MPH
CATERGORY II BUILDING)
(TABLE 1 09.3.1)
co d
Leonard G. "Geoff' Wood
P.E.#47377
318 S. Scenic Hwy Ste. 100
Lake Wales, FL 33853
Office: 863-5895980
Fax: 1-866-865-2044
RI