HomeMy WebLinkAboutBuilding PlansGENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN& CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA BUILDING
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CODE (6TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND
—
ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
4" SPHERE UNABLE TO PASS THRU
CABLE RAILING SYSTEM;
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. RISK CATEGORY: II
2. CODE REFERENCE: 2017 FLORIDA BUILDING CODE-R (6TH EDITION) & ASCE 7-10
6" SPHERE UNABLE TO PASS THRU
SITE DECKING
2017 EXISTING FLORIDA BUILDING CODE (6TH EDITION)
#8 X 1 1/2" S.S.
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3. BUILDING DESIGN: PARTIALLY ENCLOSED (DECK ONLY)
OR GALE. EMBED SCREWS PER
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4. MEAN ROOF HEIGHT: <=15.0'
NTERSECTIOft'""
5. GCpi: 1: 0.55
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6.WIDTH OF END ZONE: A=4.0'
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7. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST *USED FOR ANALYSIS*
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8. WIND EXPOSURE: C
CABLE RAILING SYSTEM,
9. ADJUSTMENT FACTOR: 1.21
INSTALL PER MANUF.
10. SUPERIMPOSED LOADS:
I
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 15 PSF
ROOF (TOP CHORD LIVE) 20 PSF
2 X 8 PT JOISTS @ 16" O.C.
ROOF (BOT. CHORD DEAD) 5 PSF
A,/
WALL 18 PSF
11. SHEAR WALLS WERE CONSIDERED
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1 a.
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(2) 2 X 8 PT #2 SYP, BOTH SIDES OF
12, A CONTINUOUS LOAD PATH WAS PROVIDED
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COLUMN, IL' (ORLY EQ.) & O TOGETHER W/
"LIQUID NAIL" (OR EQ.) &ROWS OF (3) 12d
13. COMPONENT &CLADDING DETAILED
NAILS @ EA. END & 12" O.C. THROUGHOUT
14. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
CARRY BEAM ATTACHED TO POST W/ (2) 5/8"
S.S. OR GALV. THRU-BOLTS @ EA. W/ 2" X
1/4"WASHERS
TIMBER NOTES:
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N 1. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:
N 1.1. INT. & EXT..BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS:
LO 1.1.1. SOUTHERN YELLOW PINE #2 OR BETTER
1.2. BOTTOM PLATES AGAINST CONCRETE:
1.2.1. PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
LU2. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED
SEPARATING MATERIAL.
QD 3. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE
COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
EXISTING SAND SET
PAVERS TO REMAIN
`— 2 X 12 PT SYP STRINGER @ 16" O.C.
MAX./STRINGERS ATTACHED W/
SIMPSON H2.5A(OR EQ.) W/ (10) 8d
NAILS @ EA. STRINGER INTERSECTION
(2 X 8 CARRIER BEAMS BOLTED W/ (2)
5/8" S.S. OR GALV: THRU-BOLTS @ EA.
` W/ 2" X 1/4". WASHERS —
EXISTING4 X 6 PT # SYP
TREX COMPOSITE DECKING
COLUMNS (TYP.) TO
ATTACHED W/ (2) #8 X 1 1/2" S.S.
REMAIN - ATTACHED W/`
OR GALV. EMBED SCREWS PER
SIMPSON PB44R W/ (12)
INTERSECTION
16d NAILS @ EA. (EMBED.
INTO CONC. AS SHOWN)
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3" TAPCONS @ 16" O.C. 12 X 8 PT SYP BEAMS
EACH STRINGER I II II II /
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SCALE: 3/4' - V-0"
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EXISTING WOOD STUD -
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W/ 3 16d NAILS EA. JOISTS I
CABLE RAILING SYSTEM,
INSTALL PER MANUF. ' ==1
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EXISTING FLOOR
HANDRAILS, GUARDS & PICKETS
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TRUSSES, V.I.F. •' E io MUST RESIST 200 LBS (OR 50
(q LB/FT.)(WHICHEVER. IS GREATER) _ : _ . — _ ;I I _ . _ • _ . o : �-
OF LATERAL FORCE - 4 X 6 COLUMNS I LU
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Y ATTACHED W/ (2) #8 X 1 1/2" S.S. I 0 = as
OR GALV. EMBED SCREWS PER 2 X 8 PT JOISTS @ 16" O.C. (2) 2 X 8 PT #2 SYP, BOTH SIDES OF — — - — • : — <
a INTERSECTION ATTACHED TO BEAMS W/ SIMPSON COLUMN, FULLY LAMINATED
H2.5A W/ (10) 8d NAILS (SEA. TOGETHER W/ "LIQUID NAIL" (OR EQ.) I Ill— , _ _ , — .ILLJ I OJ cn
L SIDE)(TYP.) & ROWS OF (3) 12d NAILS @ EA. END . — — . I U_
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BEAM ATTACHED TO POST W/ (2) 5/8" I II f�I _ _ _ _ QD UJ
S.S. OR GALV. THRU-BOLTS @ EA. W/ I �z.,�
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U) EXISTING CONCRETE I JOISTS W/ (3) 16d NAILS EA. c A uV,)
SLAB & FOOTINGS, V.I.F. EXISTING FOUNDATIONS I JOISTS V J
.. TO REMAIN
PROJ. NO. 20-1240
STRUCTURAL FRAMING FLAN LIATE o5/zs/zo2o
SCALE:1/4":1:,_Da.NOTE: ALL DIMENSIONS TO BE �aO E O.
=. VERIFIED IN FIELD
,, ..... I ®EXISTING WALL TO REMAIN
S-1
SECTION THRU DECK
SCALE: 3/4„=1,_0" SHEET. 1 OF 1