HomeMy WebLinkAboutS100.0\A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE)
\A1; DBL. END JOIST
\A1; END JOIST
\A1;DBL. END JOIST
\A1; END JOIST\A1;\pxt3;(2)2x4\A1; END JOIST
\A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH
\A1;(2) 1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL \PFLUSH
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;(2)2x10\PDROPPED
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-\P(HIGH)
\A1;\pxt3;(2)2x4
\A1;\pxt3;(2)2x4 \A1;\pxt3;(2)2x4
\A1;\pxt3;(2)2x4
(2)2x6
\A1;DOUBLE END JOIST \A1;\pxt3;(3)2x4
\A1;OPEN TO ABOVE
\A1;\pxt3;(3)2x4
\A1;END JOIST HIGH & LOW @ STEPPED FLOOR
(2)2x6
(4)2x4
(2)2x8
\A1;5 1/4" x 11 {\H0.7x;\S7#8;}" PSL FLUSH(2)2x8 @ SLIDING GLASS DOOR(2)2x8
\A1;{\Farchqwiku|c0;FASTEN PSL TO RIM W/ (2) SIMPSON A35 CLIPS @ EA. END. USE SDS SCREWS PER MANUF. INSTRUCTION.}
DROP
(3)2x4 (3)2x4(2)2x8
(2)2x8
P.A.*
P.A.*\A1;(2) 1 {\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM
R.T. @24" O.C.
(2)2x8 CONT.(2)2x4
(2)2x4(1)2x4 JACK +\P(2)2x4 KINGS
(5)2x4
(5)2x4
\A1;\pxt3;(4)2x4
\A1;\pxt3;(4)2x4\A1;(2) 1 {\H0.7x;\S3#4;}"x14" LVL DROPPED OR FLUSH TOP(2)2x8 CONT.(2)2x4
(2)2x4(1)2x4 JACK +\P(2)2x4 KINGS
\A1;3" O.C. EDGE NAILING (SEE NOTES)
(2)2x8 CONT.(2)2x4
(2)2x4(1)2x4 JACK +\P(2)2x4 KINGS
(2)2x8
\A1;OSB SHEATHING (SEE NOTES)
ROOF TRUSSES @ 24" O.C.
(2)2x6
(2)2x8
(2)2x4 \A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LSL HDR.(3)2x4\A1;MIN.
\A1;3" O.C. EDGE NAILING\A1;(SEE NOTES)
\A1;{\LEXTERIOR GARAGE WALLS}:\PSIDE WALL:\P-2x4 SPF 'STUD' @ 16" o.c.\PUP TO 13'-6" TALL.\P-2x4 SPF 'STUD' @ 12" o.c. UP TO 14'-6" TALL.\P\PFRONT & REAR WALL:\P-2x4 SPF 'STUD' @ 16" o.c.\PUP TO 13'-3" TALL.\P-2x4 SPF 'STUD' @ 12" o.c. UP TO 14'-6" TALL.
\A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;(2)2x8
(2)2x8
\A1;11 7/8" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
MONO R.T. @ 24" O.C.
R.T. @ 24" O.C.
\A1;\pxt3;(2)2x4 \A1;\pxt3;BM. PCKT.
(2)2x4 4x4 P.T.POST
4x4 P.T.POST
\A1;\pxt3;(2)2x4*
(2)2x10 DROPPED
\A1;(2) 1 {\H0.7x;\S3#4;}"x9 {\H0.7x;\S1#4;}" LSL DROPPED
\A1;END JOIST
\A1;(2)2x8
STRUCT. GABLE END ROOF G.T.
R.T. @ 24" O.C.
MONO R.T. @ 24" O.C.
P.A.*(3)2x4 (3)2x4\A1;(2) 1 {\H0.7x;\S3#4;}" x 14" LVL HDR.(3)2x4
\A1;(2)2x8
\A1;(2)2x8
R.T. @ 24" O.C.
R.T. @ 24" O.C.
\A1;(2) 1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH (CANT'D)
MONO R.T.\P@ 24" O.C.
\A1;(SEE NOTES)
\A1;(3) 1 {\H0.7x;\S3#4;}"x16" OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL\A1;OR W12x19 STEEL BM. DROPPED \A1;(3) 1 {\H0.7x;\S3#4;}"x16" OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL\A1;OR W12x19 STEEL BM. DROPPED
\A1;3{\H0.7x;\S1#2;}"x7"
\A1;LVL POST OR\P3" DIA. SCH. 40 PIPE COL. @ h > 11'-6"
TO HDR.(2)2x4 POST
REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
METAL HANGER
BEARING WALL ABOVE (B.W.A.)
AREA OF FLOOR SYSTEM DESIGNED FOR TILE
BEAM / HEADER
INTERIOR BEARING WALL
INTERIOR BRACED WALL PANEL
INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW.
LEGEND
OR OSB SHEATHING
\A1;ADD'L JOIST (CANT'D)
(2)2x4 POSTTO HDR.
S-2.0
S T R U C T U R A L P L A N - 1 S T F L O O R (I N C O D E )
M i d w e s t Z o n e O f f i c e
1 9 0 0 G o l f R o a d - S u i t e 3 0 0
S c h a u m b u r g , I l l i n o i s 6 0 1 7 3
(c) Copyright 2015 PulteGroup, Inc.
PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Truman
1702.300
H o m e f o r * M a r k e t H o m e *, 5 7 8 2 -1 0 7 0 0
3 3 2 1 S h e l b o r n e W o o d s P a r k w a y , C a r m e l , I N 4 6 0 3 2
07/30/18
Mike Sheeks