REV1 Revision Description ChangesSTUMO ZERBEY
Architecture + Design
Wednesday, July 20, 2022
BLD2021-0985
Permit Revision 3 Drawing Updates
To whom it may concern,
Below is a list of drawing updates for the uploaded revision 4 drawings.
A100
•
Added a third linear drain in driveway right in front of garage doors
A101
•
Near grid C2
- Added a short 16" tall site wall
•
Near grid 4F
- showing shower drain location on this plan (not adding a new
drain)
•
Near grid H between grid 4 & 5 - added top of concrete plinth elevation
•
Near grid H7
- showing floor drain location on this plan (not adding a new
drain)
A102
•
Near grid C2
- Added a short 16" tall site wall
•
Near grid H between grid 4 & 5 - slightly adjusted column plinth location
A103
•
Near grid 5C
- added exterior door stop
•
Near grid 8F
- added shower glass above partial height wall (will be safety
glass)
•
Along grid 7
- Added a third linear drain in driveway right in front of garage
doors
A104
• Near grid 9H - slightly adjusted roof hatch location
A202
• Near grid C - Added a short 16" tall site wall
• Between G & F - adjusted floor joist size from 14" to 9 1/z" for short span
condition
A203
• Near grid F - adjusted floor joist size from 14" to 9 1/z" for short span
condition
A301
• Between H & F - adjusted floor joist size from 14" to 9 1/a" for short span
condition
A302
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• Between 7&8 - changed from 9 1/z" joists to 14"
• Grid 7 - Added a third linear drain in driveway right in front of garage
doors
A303
• Near grid 4 - changed from 14" joists to 9 1/z" joists at short span condition
S2.1
• Grid A between 1 & 4 - Slightly adjust stem wall location by inches
• Near grid C2 - Added a short 16" tall site wall
• Near grid F4 - updated for thickened slab
• Near grid 8b - changed from 4" slab to 6" slab
S2.2
• Near grid 1C - optimized floor framing layout
• Near grid A3 - provided secondary option for joist size & spacing
• Grid 4B - changed column size to 4x6
• Grid D4 - added positive connection from Steel to GLB
• Grid 3 between F&G - changed from 14" to 9-1/2" beam at short span
• Near grid F between 4&5 - changed from 14" to 9-1/2" joist at short span
• Near grid 5I - slightly adjusted front porch footing locations
• Near 7F - changed shower pan joists from 2x10 to 2x12 to reduce mortar
bed weight
• Near grid D7 - adjusted floor framing to accommodate recessed pocket
roller shades
• Near grid F10 - changed shower pan joists from 2x10 to 2x12 to reduce
mortar bed weight
• Grid 7 between J & I adjusted garage door threshold detail
S2.3
• Multiple locations on page - Ripping 1" of bottom of oversized fascia to
accommodate soffit venting detail
• Near grid A2 - slightly adjusted column location and upgraded shear wall
• Grid A4 and 6B - clarified header connection
• Grid 4C - dimensioned post location
• Near grid 5H- changed flush beam to 11 7/8"
• Near grid 9I - added shear wall length
S2.4
• Multiple locations on page - Ripping 1" of bottom of oversized fascia to
accommodate soffit venting detail
• Near grid 1C and 111 - clarified venting holes in TJI's for soffit venting
S3.2
S3.3
S3.4
• Detail 3, 11, & 12 -Updated dimensions for step in top of concrete for
insulation
• Detail 12 - updated detail to clarify deck ledger attachment
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• Detail 1 - added detail for better attachment of wood beam to concrete
wall
• Detail 12 - added ledger spacers for better drainage at ledger
• Added new sheet to clarify details at entry porch framing
S3.5
• Added clarifying details for entry porch
S4.1
• Detail 12 - Updated shear wall schedule to allow for upgraded 3/4" wall
sheathing to accommodate siding manufacturers installation requirements
S4.2
• Detail 4 - Updated guardrail detail to show max height and overflow
scupper detail
S4.3
• Detail 10 - added inverted hanger and solid web wood filler
S5.1
• Detail 1- clarified steel beam to wood post detail
• Detail 6 - updated steel beam to wood beam bolting pattern
• Detail 7 - clarified weld type at mitered steel beams
S5.2
• Detail 1 - clarified steel to wood beam connection
• Detail 2 - clarified steel beam to beam bolting
• Detail 3 - adding LTT19 and web filler
• Detail 10 & 11 - added deck guardrail steel sizes for cable rail guardrail
• Detail 12 - added 2x6 flat blocking, LTT19 and welded threaded stud
locations
Kyle J. Zerbey, Architect
206.930.5147
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