HomeMy WebLinkAboutS001.0\A1;6'-8"
\A1;46'-3{\H0.750000x;\S1#2;}"\A1;21'-3{\H0.750000x;\S1#2;}"\A1;67'-7" - OVERALL
\A1;4'-0"\A1;57'-7"\A1;6'-0"\A1;67'-7" - OVERALL
\A1;13'-8"
\A1;20'-4"
\A1;20'-7"
\A1;54'-7" - OVERALL
\A1;2'-8"
\A1;16'-3"
\A1;2'-8"
\A1;21'-7"
\A1;12'-0"
\A1;6'-5"
\A1;14'-7"
\A1;54'-7" - OVERALL
\A1;19'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;2'-0" - ℄ OF OPT. DOOR
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;10'-3{\H0.750000x;\S1#2;}"\A1;20'-0"\A1;27'-3{\H0.750000x;\S1#2;}"
\A1;7'-3{\H0.750000x;\S1#2;}"
\A1;6'-4{\H0.750000x;\S1#2;}"
\A1;16'-0"
\A1;16'-0"
\A1;16'-0"
\A1;℄ OF OPT. DOOR
\A1;5'-3{\H0.750000x;\S1#2;}"\A1;20'-7{\H0.750000x;\S1#2;}"
\A1;5'-0"
\A1;17'-11"
\A1;8'-2{\H0.750000x;\S3#4;}"
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER
W8x10 DROPPED CONTINUOUS
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER
W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONTINUOUS
\A1;10'-7{\H0.750000x;\S1#2;}"
\A1;14'-1{\H0.750000x;\S3#4;}"
\A1;5'-9{\H0.750000x;\S1#2;}"\A1;9'-5"\A1;7'-0"\A1;12'-10{\H0.750000x;\S3#4;}"
\A1;11'-2{\H0.750000x;\S1#2;}"\A1;12'-4"\A1;12'-0{\H0.750000x;\S1#2;}"
\A1;3'-8"
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER
14" I-JOIST W/ SERIES & SPACING BY MANUFACTURERSD.0214
SD.01
SD.0210
SD.01
SD.01
SD.01
SD.0214
SD.0219SD.012
SD.015
SD.015SD.01
SD.01
SD.0214
SD.0214 SD.01
1SD.01
SD.0210
SD.01
\A1;PC 1 (3.5k)
\A1;PC 3 (10.2k)\A1;PC 3 (10.2k)
W8x10 DROPPED CONTINUOUS
\A1;PC 2 (6.7k)
W8x10 DROPPED CONTINUOUS
\A1;(1)1{\H0.7x;\S3#4;}"x14" LVL FLUSH
*POST ABOVE
*POST ABOVE
\A1;12'-0"
\A1;6'-0"
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
\A1;SPLICE HERE IF REQ'D
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
\A1;4'-5{\H0.750000x;\S3#4;}"
\A1;SIMPSON HU14 HANGER
\A1;PC 1 (6.0k)W8x10 DROPPED\A1;PC 1 OR (3)2x4 (4.8k)
\A1;PC 1 OR (2)2x4 (4.1k)W8x10 DROPPED CONTINUOUS
\A1;{\LNOTE:} OMIT THIS SECTION OF STEEL BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"X16" THICKENED SLAB.
\A1;{\LNOTE:} OMIT THIS SECTION OF STEEL BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"X16" THICKENED SLAB.
*POST ABOVE
POST ABOVE @ OPT. LOFT/2ND FLR.W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONTINUOUS
\A1;PC 2 (5.2k)\A1;PC 1 (6.0k)
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
REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
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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
S-1.4a1st FLOOR FRAMING/FOUNDATION PLAN1 MASONRY WRAPw/ OPT. BASEMENTSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)
1 s t F l r F r m g /F n d P l a n
06/25/18
Mike Sheeks