HomeMy WebLinkAboutS101.0JOISTS\P(SEE PLANS)
SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC1
2x P.T. DECK JOISTS \P(SEE PLANS)\A1;4" \A1;1 {\H0.7x;\S1#8;\H1.429x;" OSB OR 2x RIM JOIST (TYP.)}
2x EXTERIOR WALL\P(SEE PLANS)
JOISTS\P(SEE PLANS)
SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC2
2x P.T. DECK JOISTS \P(SEE PLANS)\A1;4" \A1;1 {\H0.7x;\S1#8;\H1.429x;" OSB OR 2x RIM JOIST (TYP.)}
2x EXTERIOR WALL\P(SEE PLANS)
\A1;JOIST HANGER (SEE PLANS)
\A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C.\A1;JOIST HANGER (SEE PLANS)
SCALE: 3/4"=1'-0"TYPICAL DECK POST FOUNDATIONA
P.T. POST (SEE PLANS)@4x4 POST: SIMPSON ABW44Z BASE\P@6x6 POST: SIMPSON ABW66Z BASE
ANCHOR BOLT TO BE EMBEDDED 8" INTO CONC. PIER
GRADE
\A1;FROST DEPTH\A1;(SEE LOCAL CODE)
\A1;POST HEIGHT\A1;MEASURED FROM\PTOP OF CONC.
AT WALKOUT/DAYLIGHT
\A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C.
JOISTS\P-SEE PLANS
SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC3
2x P.T. DECK JOISTS \P-SEE PLANS \A1;4" \A1;{\H1.0003x;(2)1\H0.7x;\S1#8;\H1.4286x;" OSB RIM OR 1\H0.7x;\S3#4;\H1.4286x;" LSL/LVL RIM OR (2)2x RIM}
2x EXTERIOR WALL\P-SEE PLANS
\A1;JOIST HANGER (SEE PLANS)
AT BRICK
\A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C.
POST PER PLAN / HEIGHT LIMIT (SEE PLANS)
GRADE
\A1;POST HEIGHT\A1;MEASURED FROM\PTOP OF CONC.
\A1;1'-0"
\A1;PLAIN CONC. FTG. TO FROST (SEE PLANS)
%%UOR
\A1;4x4x{\H0.7x;\S5#16;}" STEEL RELIEF ANGLE FASTENED TO RIM/SILL PLATE w/ {\H0.7x;\S1#2;}" DIA. x 3" LONG LAG SCREWS @ 12" O.C. (UP TO 9' OF BRICK ABOVE ANGLE)\PPROVIDE 7x4x{\H0.7x;\S5#16;}" ANGLE FASTNED w/ \P(2) {\H0.7x;\S1#2;}" DIA. x 3" LONG LAG SCREWS @ 12" O.C. (UP TO 19' OF BRICK ABOVE ANGLE)
EXTERIOR WALL\P(SEE PLANS) (CONCRETE FND SIM.)
\A1;PLAIN CONC. FTG. TO FROST (SEE PLANS)
\A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.)
\A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.)
\A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.)
\A1;℄ OF OPT. DOOR\A1;5'-0"\A1;6'-0"
\A1;20'-0"
\A1;6'-0"\A1;3'-3"
\A1;10'-0"
\A1;2'-0"
\A1;9"
\A1;SIMPSON LUS28 HANGER\P(TYP.)\A1;OUTLINE OF DECK ABOVE\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)\A1;END JOIST \A1;END JOIST
\A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS)
\A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)
\A1;9"\A1;2'-0"\A1;8'-4{\H0.750000x;\S1#2;}"
POST
\A1;2'-6"
\A1;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2) POST POST
\A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH)
\A1;2'-6"\A1;40'-4{\H0.750000x;\S1#2;}"
\A1;6'-0"
\A1;67'-0" - OVERALL\A1;20'-0"
\A1;10'-0"\A1;27'-0"\A1;℄ OF OPT. DOOR\A1;5'-0"\A1;12'-0"
\A1;6'-0"\A1;3'-3"
\A1;10'-0"
\A1;2'-0"
\A1;9"
\A1;SIMPSON LUS28 HANGER\P(TYP.)\A1;OUTLINE OF DECK ABOVE\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)\A1;END JOIST \A1;END JOIST
\A1;P.T. (2)2x12 DROPPED (CANT'D)
POST
\A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)
\A1;9"\A1;2'-0"\A1;7'-3"\A1;8'-0"\A1;20'-0"
\A1;SIMPSON HUC210-2 FASTENED TO MASONRY w/ TAPCON SCREWS. PROVIDE (3)2x POST @ OPT. WALKOUT/DAYLIGHT CONDITION.
\A1;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 3) POST POST
\A1;2'-0"\A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH)
\A1;2'-0"
POST
\A1;14'-0"
\A1;6'-0"
\A1;67'-0" - OVERALL\A1;20'-0"
\A1;10'-0"\A1;27'-0"\A1;℄ OF OPT. DOOR\A1;5'-0"\A1;12'-0"
\A1;6'-0"\A1;3'-3"
\A1;10'-0"
\A1;2'-0"
\A1;9"
\A1;SIMPSON LUS28 HANGER\P(TYP.)\A1;OUTLINE OF DECK ABOVE\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)\A1;END JOIST \A1;END JOIST
\A1;P.T. (2)2x12 DROPPED (CANT'D)
POST
\A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)
\A1;9"\A1;2'-0"\A1;7'-3"\A1;8'-0"\A1;20'-0"
\A1;SIMPSON HUC210-2 FASTENED TO MASONRY w/ TAPCON SCREWS. PROVIDE (3)2x POST @ OPT. WALKOUT/DAYLIGHT CONDITION.
\A1;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 3) POST POST
\A1;2'-0"\A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH)
\A1;2'-0"
POST
\A1;14'-0"
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issue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
09-22-17
JGF
DLG
104-17001
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sheet:
VRFARCH REVISIONS10/25/2017
SO-3.0
PARTIAL 1st FLOOR FRAMING PLAN1 OPT. DECK
PARTIAL 1st FLOOR FRAMING PLAN2 OPT. DECK PARTIAL 1st FLOOR FRAMING PLAN3 OPT. DECKw/ OPT. SUNROOM w/ OPT. OWNER'S SUITE BAY
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OPT. WALKOUT & DAYLIGHT SIM.
OPT. WALKOUT & DAYLIGHT SIM.OPT. WALKOUT & DAYLIGHT SIM.SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)
SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)
06/25/18
Mike Sheeks