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2517 W Huckleberry Rd and Unit #2 - Plan
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2517 W Huckleberry Rd and Unit #2 - Plan
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Last modified
2/13/2026 5:02:52 AM
Creation date
2/13/2026 5:00:50 AM
Metadata
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Template:
Plan
Permit Number
101121526
Full Address
2517 W Huckleberry Rd Unit# 2
Street Number
2517
Street Direction
W
Street Name
Huckleberry
Street Suffix
Rd
Unit Number
2
Document Relationships
101121526 - Permit
(Permit - Plan)
Path:
\Building\Permits\H\Huckleberry Rd\2517 W Huckleberry Rd Unit# 2
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LATERAL DESIGN ROOF <br />7/8" STUCCO, with 11 gauge staples @ 6" o.c. <br />PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 6", 6", 12" (edge, boundary, field) v<350 lb/ft <br />PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 4", 4", 12" (edge, boundary, field) v>350 lb/ft <br />PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 3", 3", 12" (edge, boundary, field) <br />PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 2", 2", 12" (edge, boundary, field) <br />DBL. SIDED PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 4", 4", 12" (edge, boundary, field) <br />DBL. SIDED PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 3", 3", 12" (edge, boundary, field) <br />DBL. SIDED PLYWOOD SHEARWALL: 15/32" Str 1 sheathing, 10d nails @ 2", 2", 12" (edge, boundary, field) <br />STEEL CANTILEVERED COLUMN <br />MOMENT POST BASE <br />ORDINARY STEEL MOMENT FRAME <br />SPECIAL STEEL MOMENT FRAME <br />SPECIAL REINFORCED CONCRETE SHEARWALLS <br />SPECIAL REINFORCED MASONRY SHEARWALLS <br />STEEL STRONG WALL <br />TIMBER FRAME <br />HIGH-STRENGTH WOOD SHEARWALL <br />13.50 8.00 6213.50 <br />SUMMARY: PAGE E/W <br />1 13.50 13.50 8.00 6 <br />SUMMARY: PAGE N/S <br />A 5.50 5.50 8.00 6 <br />SHEARWALL LENGTHS (ft)TOTAL (ft)HEIGHT (ft)TYPE <br />6B10.00 <br />4.1 <br />GRIDLINE <br />10.00 8.00 <br />GRIDLINE SHEARWALL LENGTHS (ft)TOTAL (ft)HEIGHT (ft)TYPE <br />S <br />4D <br />4 <br />3 <br />KEY <br />6 <br />2 <br />SSW <br />3D <br />2D <br />CC <br />MPBZ <br />SRMS <br />TF <br />WSWH <br />OMF <br />SMF <br />SRCS <br />Page 21
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