1201 44TH ST SE 2016-01-01 MF Import

3haun M`Garry � Plan Check No. 57835 February 19, 1998 Page 2 of 3 9. Providc a section of [he brick veneer including foundation support and dimensio�s. Show the following: a. A 1" airspace Ue[ween the veneer and backing, 15# felt and minimum No. 9 gauge approved type non-corrosive ties at 1 for each 2 sq. ft. oF wall surface. Weep holes at the lowest course. (1403.6.4.2.1) b. A maximum stud spacing of 16" on center for [he wall anchoring the brick veneer. (1403.6.4.2) c. Show brick on floor plan. d. Construction of the brick column. Provide reinforced construction unless it is designed as a ��eneer over a structural column. 10. A door may swing over a landing that is not more than 1" beiow Ihreshold. (1004.9) 1 I. Provide detail of attic ventilation type, size, and location. Show the required ne[ area calculations assumi*�g approximately 75% of the vent area is net area unless the actual net area is given frcm the s?-.anufacturer. The required ventilation area ra[io is 1/150 of the attic area or 1/300 of attic area if at lcast half of the vent area is more than 3' above eave vents (providing the remainina portion of the vent area). Opening to have 1/4" (6.4mm) conosion, resistant metal metal covering. (1503.3) Vented blocking shall not compromise the s[ructural integrity of shear transfer, roof diaphragm to she:ir wall. 12. Show under floor ventilation opening size and locations equal to 1 sq. ft. for each I50 sq. ft. (0.076m' for each IOmZ) of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation along the length oF at least [wo opposite sides. Openings shall have 1/4" (6.4mm) corrosion resistant metal mesh covering. Show the required net area calculation assuming approximately 75% of the vent area is net area unless [he ac[ual net area is given from the manufacturer. (23I7.7) 13. A ridge board, valley and hip members not less in depth than the cut and of the rafter is required. It shall oe a venical load-bearing member when roof slope is less than 3" in 12". (2326.123) 14. Show nll posts on plan including built up 2x's and window header cripples. 15. Note on framing plans: "Double joists :ue required under pazallel bearing partitions." (2326.8.5) 16. Detail (and reference location on foundation plan) typical foundation sections for. perimeter walls, interior bearir.g v�alls, depressed slabs, foundation common to dwelling and garage, gazage entrance, spread and/or post pads. 17. Show minimum 18" (=157mm) from grade to bottom of floor joist and minimum 12" (305mm) ro bottoin of girdcrs. (23173)