Notes:
7869 AC, 11026 SF, SFR / 2 STORY
1/17/2019 2:12:18 PM
RESIDENTIAL REVIEW
(8/23/2016 1:23 PM JC)
001. COMPLIANCE WITH THE AMENDED ZONING ORDINANCE (06/18/13) AND ALL DEED RESTRICTIONS SHOWN ON THE FINAL PLAT (DRIVEWAY; FENCE).
002. COMPLIANCE WITH THE 2012 BUILDING CODES, LOCAL AMENDMENTS, PD AND FINAL PLAT REQUIREMENTS.
003. TERMITE BARRIER PROTECTION REQ'D AT ALL SLAB PENETRATIONS.
005. RETAINING WALLS THREE (3) FT OR TALLER MUST BE OF ENGINEERED DESIGN.
007. MAX SIDEWALK SLOPE IS 8.3%, ADD STEPS AS REQ'D.
023. FRONT ENTRY CURB CUT PER ENCLOSED DESIGN SKETCH WITH DRIVEWAY MAXIMUM WIDTH 24 FEET.
029. PROVIDE EXPANSION JOINTS IN MASONARY FACADE.
032. ALL SIDING, TRIM, SHAKES AND SIMILAR NON-MASONRY EXTERIOR SURFACE COVERINGS MUST BE OF CEMENTITIOUS MATERIAL; (OR) ENGINEERED/TREATED WOOD PRODUCT.
034. RESIDENTIAL STUCCO REQUIRES LATH & EXPANDED WIRE MESH WITH CEMENT PLASTER.
037. ATTIC STORAGE MUST NOT BE CONVERTED TO HABITABLE LIVING AREA WITHOUT A BUILDING PERMIT
039. BOTH INTERIOR AND EXTERIOR STAIRS OF 3 RISERS OR MORE REQUIRE A HANDRAIL
042. TEMPERED GLASS REQ'D AT WINDOWS AND PARTITIONS WITHIN 2' OF DOOR OPENINGS.
043. TEMPERED GLASS REQ'D AT ALL BATHROOM HAZARD LOCATIONS, INCLUDING WINDOWS AND PARTITIONS IF GLAZING IS LESS THAN 60" ABOVE ANY STANDING/WALKING SURFACE.
044. TEMPERED GLASS AT FLOAT GLASS WINDOWS GREATER THAN 9 SQ FT, LESS THAN 18" OFF FINISH FLOOR, WITHIN 3'-0" OF A WALKING SURFACE.
045. MINIMUM OF 24" ON SILL HEIGHT AT 2ND STORY OPERABLE WINDOWS.
046. SECOND STORY WINDOWS (SIZE & TYPE) MUST INCLUDE HEAD HEIGHT
051. CO DETECTORS REQ'D ON ELECTRICAL LEGEND & ELECTRICAL PLAN. (1) PER FLOOR MINIMUM WITH (1) ON THE AC SIDE OF THE GARAGE DOOR AND OUTSIDE THE VICINITY OF EACH BEDROOM.
052. AUTOMATIC FIRE SPRINKLERS REQ'D W/ DESIGN & INSTALLATION APPROVED BY FIRE MARSHAL.
058. GREEN BUILDING VENTILATION REQUIREMENT BASED ON ASHARAE 62.2 STANDARD.
059. DRIVEWAY, LEADWALK & GARAGE DOOR ENHANCEMENT & TREATMENT PER THE ENCLOSED
060. THIS SUBDIVISION MAY REQUIRE H.O.A. DESIGN APPROVAL PRIOR TO PERMIT AND CONSTRUCTION.
061. SEE ENCLOSED SHEET FOR WOOD FENCE CONSTRUCTION AND (OR) ORNAMENTAL IRON AS PER PD REQUIREMENT.
**Grade Beams : 10" w. x 24" d. w/ (2) #6 rebar top & Bottom. Piers: 12" dia. straigt shaft w/ vert. rebar per plan sch'l. See plan details for void box placement.
**Safe Room (if for a storm shelter) see FEMA 320 or ICC-500.
**Elevator : A) Must comply with ASTM A17.1. B) Must be inspected by a QEI-1 Certified inspector after installation i complete. C) Must comply with ICC A 117.1 of the IBC for accessibility. D) A copy of the inspection report must be given to the property owner along with same placed in the permit pouch prior to request for final inspection.