Property History

PLAN REVISION #4 NARRATIVE: 1. SHEET D4.1 (detail section DS-01): Replace perimeter CMU wall tie-beams CAD-2 with 3 rows of grouted/reinforced bond beams at 2nd floor and roof levels. 2. SHEET D4.2 (detail section DS-02): i. Replace perimeter CMU wall tie-beam CAD-1 with 3 rows of grouted/reinforced bond beams at roof level. ii. Revised structural framing detail provided for transition from 2nd floor bedroom to exterior balcony. 3. SHEET D4.3 (detail section DS-03): Replace perimeter CMU wall tie-beam CAD-1 with 3 rows of grouted/reinforced bond beams at roof level. 4. SHEET D4.4 (detail section DS-04): Replace perimeter CMU wall tie-beam CAD-1 with 3 rows of grouted/reinforced bond beams at roof level. 5. SHEET D4.5 (detail sections DS-05 & DS-06): Replace perimeter CMU wall tie-beams CAD-1 with 3 rows of grouted/reinforced bond beams at 2nd floor and roof levels. 6. SHEET S5.2 (1st floor lintel & dowel layout): i. Added concrete beam T04 at 2nd floor transition from bedroom to exterior balcony. Replacement of 1 each CMU-filled cell KA1 with 1 each concrete column K1. ii. Concrete column D1 “as-built” (12”x23” in lieu of 12”x12”). iii. Partial deletion of CMU entry wall. Replacement of 1 each CMU-filled cell KA1 with 1 each concrete column K1. 7. SHEET S5.3 (2nd floor lintel & dowel layout): i. Added CMU wall/reinforced filled cells KA1 along 2nd floor transition from bedroom to exterior balcony. ii. Concrete column D1 “as-built” (12”x23” in lieu of 12”x12”). iii. Partial deletion of CMU entry wall. Replacement of 1 each CMU-filled cell KA1 with 1 each concrete column K1.

Professionals on this permit RBS SERVICES CORP (Licensed Professional)

1. SHEET S5.1 (continuous strip footing detail): Foundation CMU stem wall shall be reinforced vertically with 1 #5 at 48” on centers, stem wall to be fully grouted. Top #5 @ 48” on center rebar dowel “hook” profile eliminated. Bottom of wall footing to be 12” min. from natural/undisturbed grade. Provide monolithic slab-on-grade thickened concrete 8” x 16” “bell” profile at interior load-bearing framed walls. 2. SHEETS S5.2 and S5.3 (1st and 2nd floor lintel & dowel layouts): i. K1 (8”x8” cast-in-place column) and KA1 (CMU filled cell reinforcement) revised plan layout provided. ii. CAD-1 (alternate) detail provided for 8”x8” pre-cast lintel option in lieu of 8”x8” cast-in-place lintels.

Professionals on this permit OLIVA ENGINEERING, INC (Licensed Professional)