HomeMy WebLinkAboutCorrection List2015 INTERNATIONAL
" Plan Review # 1810-0256
4 CODE®
�'>RESIDENTIAL
Date
`FOR.ONE-' AND'TWO-FAMILY DWELLINGS Valuation
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:PLAN REVIEW RECORD `Fee
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Numeral's indicated in parenthesis are appiicatile code sections of the 2075"IntematronalResrdenfial Code{!RC) Theplan review accomplished as indicated
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not ref®rence all code provisions which may be�applicable to spec�c buildings This record is designed tg.aye used only by #hose who are knowledgeable
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CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
PROVIDE DETAIL OF FILL PER R403.1 General FBC 2017 6TH EDITION
PROVIDE FFE ON THE SITE PLAN
PROVIDE SITE PLAN
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INTERNATIONAL
INTERNATIONAL
CODE COUNCIL' e " Item No. •
-1-
CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section
-2-
107.2.5 Site plan. The construction documents submitted with the application for permit shall be
accompanied by a site plan showing to scale the size and location of new construction and existing
structures on the site, distances from lot lines, the established street grades and the proposed finished
grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be
drawn in accordance with an accurate boundary line survey.
SHOW ON THE SITE PLAN THE STORM WATER RUN OFF. SEE SECTION 107 OF THE 2017 FLORIDA BUILDING CODE 6T" EDITION, AND SECTION
7.04.01(D) OF THE LAND DEVELOPMENT CODE. AND MOVING FORWARD THIS WILL BE REQURIERED FOR PERMITTING.
PLEASE ADD THE CUBIC VOLUME OF THE CONDITIONED SPACE TO INFORMATION BLOCK CONTAINING THE SQUARE FOOT INFORMATION OR A
LETTER FROM THE DESIGN PROFESSIONAL SPECIFYING THE CUBIC VOLUME OF THE CONDITIONED SPACE. SEE CHAPTER 1 SECTION 107 OF THE
2017 FLORIDA BUILDING CODE.
SHOW R307.1 TOILET, BATH AND SHOWER SPACES, space required to show detentions in all bathrooms
PROVIDE DETAILS FOR FILL R403.1 General. All exterior walls shall be supported on continuous solid
or fully grouted masonry or concrete footings, crushed stone footings, wood foundations, or other
approved structural systems which shall be of sufficient design to accommodate all loads according to
Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the
character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. Concrete
footing shall be designed and constructed in accordance with the provisions of Section R403 or in
accordance with ACI 332
R903.2.1 Roof Flashing Locations. Show/identify Flashings shall be installed at wall and roof
intersections, wherever there is a change in roof slope or direction and around roof openings. Where
flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than provided in
Table R903.2.1 or in compliance with RAS 111.
Show/identify R905.2.8.3 Sidewall flashing. Flashing against a vertical sidewall shall be by the step -
flashing method or continuous "L" flashing method.