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,I 4 <br />'-A" <br />REAR SLAB WITH <br />SAND TOE. <br />INTERIOR UNIT <br />FLOOR ARRAS <br />INTERIOR UNIT = <br />929 <br />S.F. <br />GARAGE = <br />230 <br />S.F. <br />PILLAR AREA = <br />12 <br />S.F. <br />PORCH AREA = <br />149 <br />S.F. <br />OPEN COURT YARD = <br />31 <br />S.F. <br />INTERIOR UNIT = 1351 S.F. <br />A/C AREA <br />= 929 S.F. <br />1. CODE: <br />1.1 RESIDENTIAL FLORIDA BUILDING CODE 2010 <br />1.1.1 RISK CATEGORY 1 <br />1.1.2 RISK CATEGORY II <br />(RESIDENCE) <br />ENCLOSED STRUCTURES <br />1.2 BUILDING CODE REQUIREMENTS FOR <br />REINFORCED CONCRETE (ACI 318-08) <br />1.3 "DESIGN SPECIFICATION FOR LIGHT <br />METAL PLATES CONNECTED TO WOOD <br />TRUSSES" BY THE TRUSS PLATE <br />INSTITUTE (TPI) LATEST EDITION. <br />2. DESIGN CRITERIA: <br />2.1 DWELLING FLOORS-40 PSF LIVE LOAD <br />PLUS 20 PSF DEAD LOAD. <br />2.2 BALCONIES-40 PSF LIVE LOAD PLUS <br />15 PSF DEAD LOAD. <br />2.3 ROOF OVER LIVING AREAS-30 PSF <br />LIVE LOAD, 17 PSF (7 PSF T/C AND <br />10 PSF B/C DEAD LOAD FOR SHINGLE <br />ROOFS. <br />2.4 WIND — 150 MPH 3 SECONDS <br />GUST, EXPOSURE "B", IMPORTANCE <br />FACTO R 1.0. <br />2.5 NET UPLIFT DEAD LOADS-10 PSF <br />SHINGLES, 15 PSF TILE. <br />2.6 INTERIOR DOORS BY THERMA—TRU, O.E. <br />3'X8' DP = +80.0 & (—)80.0 <br />FC = FL11483.6 <br />2.7 ALENCO WINDOWS, IMPACT SINGLE HUNG, <br />LOW "E", SERIES 4712 OE. <br />SH25 DP = +41.0 & (—)41.0 — O.E. <br />FC = FL15329 <br />OE = OR EQUAL <br />NOTES: <br />1. ALL DOORS ARE 6'-8" HIGH WITH VARIOUS WIDTHS. <br />2. ALL WINDOWS ARE LOW "E". <br />3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS WITH <br />THE SURVEYOR AND FOUNDATION CONTACTOR BEFORE <br />SETTING ANY STEEL AND BLOCK. <br />4. CONTRACTOR THE CHECK WITH THE MANUFACTURER <br />AND THE FIELD REP. BEFORE MAKING CHANGES IN <br />STYLE OR PRODUCT TYPE. <br />FLORIDA APPROVAL SCHEDULE <br />TYPE MASONRY ROUGH OPENING <br />ALENCO HURRICANE SINGLE HUNG SH25 LOW "E", 38"X63" <br />NON —IMPACT SERIES 900, FLORIDA APPROVAL NO. FL10788.1 <br />GAF—UNDERLAYMENT FELT, FLORIDA APPROVAL NO. FL15487.1 <br />GAF —SHINGLES, 3 TAB, FLORIDA APPROVAL NO. FL10124.1 <br />PLY —GEM VINYL SOFFET, FLORIDA APPROVAL NO. 15847.1 <br />CAST CRETE, CONCRETE LINTELS, FLORIDA APPROVAL NO. 158.1 <br />NOTE: <br />CONTRACTOR TO VERIFY MASONRY WINDOW AND DOOR <br />OPENINGS WITH THE WINDOW AND DOOR MANUF. AND <br />TO VERIFY THE BUCKING DIMENSIONS BEFORE <br />ORDERING THE WINDOWS, DOORS AND SETTING BLOCKS. <br />REAR SLAB WITH <br />SAND TOE. <br />FNn IINIT <br />FLOOR ARPAS <br />END UNIT = 994 S.F. <br />GARAGE = 245 S . F. <br />PILLAR AREA = 17 S.F. <br />PORCH AREA = 107 S.F. <br />OPEN COURT YARD = 30 S.F. <br />INTERIOR UNIT = 1393 S.F. <br />A/C AREA = 994 S.F. <br />30. <br />18' 84' <br />36' <br />�� <br />SECTION "ID—D" <br />SCALE: 3/r-11-w <br />NOTE: <br />CABINETS ARE ALL PLYWOOD WITH GRANITE <br />COUNTER TOPS. COLOR AND STYLE PER OWNER. <br />DO NOT SCALE DRAWINGS <br />The contractor shall verify all plans and existing dimensions <br />and conditions on the job site and shall immediately notify <br />the engineer in writing of any discrepancies before <br />proceeding with the work or be responsible for same. <br />Emails: rroberts.egi®gmail.com troutwein_clem@outlook.com <br />I HEREBY CERTIFY: <br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPL <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA <br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CO , RESIDES <br />EGI—ENGINEERING GREAT IDEAS, LLC <br />William H. Roberts, P.E. <br />1906 W. Thonotosassa Road <br />Suite 2 <br />Plant City, Florida 33563 <br />P.E. #42712 <br />TEL (813) 752-7078 <br />h <br />O <br />q <br />'■■■■■■■, <br />_ <br />__ <br />_ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■■■■■■■■ <br />■■■■■■■■■ <br />,�l <br />IIIN <br />■� <br />IN <br />■� <br />1■ <br />IN <br />1 , <br />DRAWN <br />CLEM TRAUTWEIN <br />SCALE: <br />1 4" = V-0" <br />CHECKED k APPROVED <br />4-20-15 <br />C 145 74A <br />SHEET 4 OF 16 <br />CA #29098 (N V WITHOUT FOR SEAL OR STAMP) <br />