HomeMy WebLinkAboutBuilding PlansI I I I
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—4x4 POST PER SECTION
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TYP JOIST TO JOIST W/ SIMPSON LUS28 I I I 2
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F BEAM PER SECTION
I --TYP DECK JOIST
BEAM PER SECTION
TYP PILE
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SPLICE- SEE SECTION
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HEADEE JOIST
JOIST TO HEADER W/ S. LUS28.
HEADER TO TO
PERPENDICULARJOIST W/ S. LUS28
Al SECTION @ TREE
SCALE: 1/2"= 1'-0"
SITE PLAN
SCALE: 1"= 20'
IJ
SHEETINDEX
A-1
A-2 Layout
NEW 1,620 SF UNPERMITTED RAISED WOOD DECK
ZONING INFORMATION:
parcel id: 3419-530-0193-000-2
zoning: RS-4 (unincorporated St Lucie County)
2x8 DECORATIVE RAIL (2) 3" TOESCREW EA END,
CONIC DECK GUARDRAIL EXEMPT
ATTACH EA JOIST TO BEAMS W/ SIMPSON H3
W-10" ROUND PT PILE, EMBED IN EARTH
_ JOIST NOT ATTACHED TO SLAB EDGE, BEAR EA JOIST END ON
7-3/4"x10.3/4"x10-3/4" CONCRETE DECK BLOCK OR CAST PAD
PT BEAM W/ (1) 2x8 & (1) 2x12 PT, ATTACH
TO POST W/ (2) 1/2" BOLTS
2x8 PT DECKING, ATTACH TO JOIST W/ (2) 3" SCREW —1
(2) 2x8 PT BEAM, ATTACH TO POST W/ (2) 1/2" BOLTS —/
Z
4x4 PT POST @ 6' OC, EMBED IN EARTH w
0 LAMINATE MULTI PLY BEAMS W/ 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER.
-ALL LUMBER TO BE #2 SYP PT
SECTION 1
SCALE: 1/2"= V-0"
CONIC DECK
SPLICE LINE PER PLAN
SECTION 3
SCALE: 1/2"= V-0"
BEAR EA JOIST END ON 7.3/4"x10-3/4"x10-3/4"
CONCRETE DECK BLOCK OR CAST PAD
TYP JOIST- 2x8 PT @ 24" OC
BEAR STRINGERS ON (1) 2x4 LEDGER,
ATTACH TO HEADER W/ 3" SCREW @ 8" OC
(1) 2x8 LEDGER
(4) 202 STRINGERS, ATTACH TO
TOP HEADER W/ (4) W TOE SCREW
SECTION 2
SCALE: 1/2"= V-9'
A BASIS OF STRUCTURAL DESIGN:
SOIL BEARING: 2000 psf (assumed)
FROST DEPTH: 12"
FLOOR DEAD LOADS 10 PSF
FLOOR LIVE LOADS 40 PSF
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