HomeMy WebLinkAbout103 River St plan 3MATCH HORIZONTAL REINF.
AND LAP 36 BAR DIA.
MINIMUM
N N( >
1
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PROVIDE WATER STOPS AT
RETAINING WALLS AND
BASEMENT WALLS
1" CHAMFER STRIP
EACH FACE TYPICAL
NOTE: THIS DETAIL CAN BE
SUBSTITUTED FOR A WALL
CONTROL JOINT IF
12F'Im;7r)pf1INt; Iq gmr)()TH
Project: DATE:
103 River South Yarmouth MA Feb.-21-23
Owner.
The Hearn's
Sangiolo Associates Architects --
www.sangioloassociates.com f' 617 272 5402 '
Efas.7�4 C}
Structural 1 ",
Drawing:
FOUNDATION •
PERMIT DRAWINGS
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7/16" SHEATHING OVER
I
EXISTING SHEATHING
EXISTING SHEATHING
I
I
BLOCKING @ PLYWOOD SPLIFE
CUT BACK JOIST
AND INSTALL NEW SHOE
I
I CUT BACK EXISTING SHEATHING
/2X6 SHOE
AND REPLACE WITH NEW PLYWOOD
T&G 3/4" CDX PLYW�OD
SHEATHING TO MATCH THICKNESS
GLUE &SCREW
EXTEND UP V MIN PAST BOTTOM OF
SHOE. NAIL WELL.
E—®__-----_— —
SHAPED 1X DRIP.
RUBBER BACKFLASH
I
1.75" THICK LVL BAND JOIST I
1X10 BAND
I
I
3/4" STONE VENEER
CONTINUOUS PT BLOCKING I
PT 2X6 SILL AND SILL SEA4
00
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I
I
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I
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A3
GENERAL CONCRETE AND FRAMING NOTES
1. ALL CONCRETE fc = 3000 PSI @ 28 DAYS
2. ALL REINFORCING fs = 40,000 PSI
3. ALL STRUCTURAL WOOD fb = 900 PSI MIN.
4. ALL ENGINEERED WOOD fb = 2800 PSI MIN.
5. DO NOT BACKFILL FOUNDATION UNTILAFTER FIRST
FLOOR FRAMING IS IN PLACE
6. BACKFILL IN Z LIFTS COMPACT TO 95% OF A
MODIFIED PROCTOR
7. ALL CONCRETE WORK SHALL FOLLOW AMERICAN
CONCRETE GUIDELINES
ACI 305 HOT WEATHER GUIDELINES
ACI 306R-16 COLD WEATHER GUIDELINES
FOUNDATION PLAN