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GUARDRAIL/HANDRAIL NOTES: 3/4' THREADED ROD 0 20' O.C. POST, TYP. (5) LOCATIONS
1. GUARDRAIL TO BE MIN. 34' HT. MIN. EMBED 6' o
FROM EXISTING STAIR NOSING. NEW DECK a_
MAX. OPENING BETWEEN WOOD 04
PICKETS TO BE 4' MAX. NOTES: 6
2. HANDRAIL HT ABOVE EXISTING 1. CONC. SLAB TO REMAIN, N
STAIR NOSING TO BE MIN. 34'/ MAX 38' NEW WOOD GUARDRAIL INSTALL 2X P.T. FRAMING N
10'-6' 0 16 O.C. FOR NEW DECKING »
CIRCULAR HANDRAIL TO BE 3 ( 42 HT. ) ATTACHMENT. 10-6
MIN. 1 1/4'/ MAX. 2' O.D. 3
MIN. CLEARANCE BETWEEN HANDRAIL S-1 S-1 0
AND WALL TO BE 1 1/2-
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E SF•. DRAWN: JWJ
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ATE: 11-07-13
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4 X 4 P.T. POST BEYOND LL M W Q U
2 X 4 P.T. SECURE GUARDRAIL POST TO FRAMING LJ_J Y
(MAX. 6-0 O.C.) W/ (2) 1/2 LAG BOLTS, GALV. , W g p
EXISTING 8" CMU WALL 5/4 X 6 P.T. DECKING
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2-2 X 12 P.T. BEAM 5/4 X 63 seCTION W
2 X 8 P.T. JOIST CONT. FLASHING z
0 16" O.C. NOTE: _
NOTCH TOP OF 6X6 POST FOR BEAM BEARING n'
AND SECURE WITH (2) 1/2- THRU BOLTS, GALV.
SGTION TYPICAL ALL NEW POST LOCATIONS
S-1 3/4" = 1'-0"
A I ND LOAD NOTES
CODES: FLORIDA BUILDING CODE 2010
AND ASCE-7-10
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ULTIMATE DESIGN WIND SPEED Vuit. : 130 MPH
BUILDING RISK CATEGORY: II
6 X 6 P.T. POST, W/ AZEK WIND IMPORTANCE FACTOR: 1 = 1.0
WRAP BASE AND CAP WIND EXPOSURE: C L
ENCLOSURE: ENCLOSED BUILDING
m INTERNAL PRESSURE COEFFIENT' GCpi = + .18 OR - .18 Q
WIND PRESSURE TO COMPONENTS AND CLADDING: ( MEAN ROOF HT. 20' )
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END ZONE = 6.0' w
WALL ZONE AREAS (SF) WIND LOADS ( PSF ) Q 0
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INTERIOR 10
POSITIVE 32 SU 4.5 W � W LL
20 + 37.4 - 40.7 V Q
50 + 35.0 - 38.4 Z
100 + 33.4 - 36.6
XY END ZONE 10 + 39.2 - 52.5 =
11/2" ANCHOR ILL AND OBOLT 20 + 37.4 - 49.0 (n o
50 + 35.0 - 44.2 Q
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W/ WASHER ( MIN. 6" EMBED ) 100 + 33.4 - 40.7 L.�
SIMPSON ABU66Z.POST ANCHOR AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 > w � _
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CONC. PAD FOOTING Q
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. GENERAL. STRUCTURAL NOTES � F=
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1. CODES: FLORIDA BUILDING CODE 2010 J
AMERICAN CONCRETE INSTITUTE ry
(3) #5 BARS E.W. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Q
2'-0" X 2'-0" 2. LIVE LOADS-
-ROOF- 20 PSF
SECOND FLOOR: 40 PSF
NOTE: DEC(: 40 PSF
1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE STAIR: 40 PSF
2. MAINTAIN 3" COVERAGE ON REBAR 3. ALLOWABLE SOIL BEARING: 2500 PSF
4. SOIL COMPACTION:
SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED
TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 )
2 9eCT I ON 5. MATERIALS:
9
CONCRETE ( NORMAL WEIGHT - 28 DAYS ) 3,000 PSI
S-1 3/4" = 1'-0" REINFORCING BAR ASTM A615, GR 60
WELDED WIRE FABRIC ASTM A185
ANCHOR BOLTS ASTM A307 OR A36
WOOD MEMBERS FOR BEAMS AND POST #2 SYP
WOOD MEMBERS FOR FOR STUDS #2 SPF OR BETTER
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JOB NO. J1370
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DATE: 11-07-13
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