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34'-0" 5'-4" 28'-8" 4'-0" 2'-0" 4'-0" 6'-8" 4'-0" 6'-0" 6'-0" FORMED & POURED STE 4" HOSE BIBS --------------------------------------------1 I — — — — — — — 1 /4" / 1'-0" I i i V," i �— SLOPE SLOPE DOWN " " /( ) # II W �� I II ¢ I 8 X16 FOOTING W 2- 5 o I I REBAR CONTINUOUS i i a i TOILET I I o o I I II Ic_f� �_ -- J I I � I FL ----- -i oI . I L --- F ---I `It I a SINK i �II 1 0 I I i I I_ _ — — #5 REBAR IN POURED CELLS F AT CORNERS & AS SHOWN IN BETWEEN. (8' MAXIMUM). I 1 o i I SINK I I �=L=== I I o CD I I I I I I I I I 4" CONCRETE SLAB REINFORCED WITH 6 X 6 X 10/10 W.W.F. OR FIBERMESH ( o (CENTERED IN SLAB) OVER CLEAN I I WELL COMPACTED FILL (TYP.). _ I I 3,000 P.S.I. CONCRETE MINIMUM. co I I I i I I I I I I I I I I o I I I I I I REFRIGERATOR - � I I I L___J I �-` ^� I HOSE BIBB ' -0I I i i i Li SINK SINK o TOILET i i TUB I i� �I 1 u------Ij 1 I I HOSE BIBBI I i I SINK 4 DISHWASHER I ° ---- /,'I 1 I I �_`y i 8"X16" FOOTING W/(2)-#5 1 REBAR CONTINUOUS co -------------- I I 1 II -- #5 REBAR IN POURED CELLS ------------- AT CORNERS & AS SHOWN i - -- IN BETWEEN. (8' MAXIMUM). l I I I TOILET i TUBLo f ---� �� ` i _ SINK I II I II I �— �— ---JI I I 1 1 5T--11 i i SINK I ------ J— ------------------------- L===�-- 00 I I °u_--I L— — — — — — — — ---'� FF__ I o WASHER I o I I _! \ W 0 rw I to I I o DRYER � IA \i WATER HEATER L T — — — — — — — — — L----------------J o— II f in L--------------------� 28"X28"X12" DEEP HOSE BIBB FOOTING WITH #5 4„ REBAR AT 8" O.C. EACH WAY. 2'-0" 4'-4" 4'-0" 2'-4' 4'-0" k 2'-4" 4'-8" 5'-4" 4'-8" 10'-8" 8'-8" 14'-8" 34'-0" FORMED & POURED FOUNDATION PLAN I c _I PRE-ENGINEERED TRU AT 24" O.C. TYPICAL 7 1 /2"- MAXIMUM 11" MINIMUM I FORMED & POURED STAIR SECTION SCALE: 3/4" = V-0" PER SECTION 1609 BASIC WIND SPEED 140 MPH PASCO CO. WIND IMPORTANCE FACTOR 1.0 WIND EXPOSURE CAT. B INTERNAL PRESSURE COEF. 0.18 WIND PRESSURES WINDOWS DOORS SEE TABLE DESIGN BASED ON ENCLOSED FLOOR LIVE LOAD & DEAD LOAD 50 PSF ROOF W.LOAD & DEAD LOAD 30 PSF RESIDENTIAL HOME CK 100 IN DRAWING NOTES: ■ - THIS SYMBOL REPRESENTS A #5 REBAR CONTINUOUS FROM FOOTING TO BC BEAM IN A CONCRETE GROUTTED MASONRY BLOCK CELL. (LOCATE AS SHOWN ON THE FOUNDATION PLAN.) 8 X 8 X 16 NOMINAL CONCRETE BLOCKS NOMINAL 2X4" WOOD STUD WALLS NOTE: DIMENSIONS ARE SHOWN TO NOMINAL ROUGH WOOD FRAME AND NOMINAL MASONRY UNITS. INTERIOR WALLS ARE SHOWN AT 4" AND MASONRY WALLS ARE SHOWN AT 8" UNLESS NOTED INTERIOR CLEAR DIMENSIONS VARY DUE TO CHANGES IN FINISH MATERIALS. GIRDER LOCATIONS LINTEL LOAD CHART (16" DEEP SECTION) CLEAR SPAN CONCRETE U-LINTEL 1'-6. 4987 PLF (UNFILLED) B 2'-2" 3435 PLF (UNFILLED) C 2'-8" 2777 PLF (UNFlLLED) D 3'-2" 2332 PLF (UNFILLED) E 4'-0" 1835 PLF (UNFILLED) F 4'-6" 1624 PLF (UNFILLED) G W-2" 2739 PLF ** H 6'-2" 2271 PLF ** 1 7'-0" 1987 PLF ** J 8'—W 1723 PLF ss 9'-2" 1489 PLF ** Ll 10'-0" 1354 PLF ** M 10'-8" 1277 PLF ** N 11'-2" 1200 PLF ** 0 12'-0" 1109 PLF ** P 12'-8" 1044 PLF ** 1S-4" 1398 PLF ** P R 14'-0" 1327 PLF ** P IQ 16,-0" 1152 PLF ** P T 18,-0" 1016 PLF ** P U 18'-8" 977 PLF ** P V 20'—W 876 PLF ** P yy 1 22'-8" 789 PLF ** P ** - DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOUD WITH 2,500 PSI CONCRETE. ** P - DENOTES PRE -STRESSED U-LINTEL WITH #5 REBAR X CONT. PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID WITH 2,500 PSI CONCRETE. O—DENOTES LINTEL SIZE DENOTES PRE -CAST LINTEL OR STEEL BEAM L ATTACH CORNER POST TO BEAMS WITH A SIMPSON (1) LSTA21" FLAT STRAP ON EACH OUTSIDE EDGE. EGI-ENGINEERING GREAT IDEAS, INC 1003 SOUTH ALEXANDER STREET, SUITE #5 PLANT CITY, FLORIDA 33563 PHONE: (813) 752-7078 CELL: (813) 334-0271 "MBHA3.56/11.25" MASONRY HANGER AT EACH END m m ROOF LAYOUT I HEREBY CERTIFY: THAT THE C STRUCTION ANS OWN R AR N COMPLIANCE WITH CHAPTER 16 SECTION 1 9 OF E F ID UILDING CODE FOR 140 M.P.H. LTIMATE D IGN D ED ISK ATEGORY II) ALONG NTH THE ENTIRE 017 FLORI A 1 0 - TH EDITION) RESIDENTIAL. WILLIAM H. ROBERTS, P.E. CA 29098 ��?a7 /� DATE: M O) n M M LA I Q O r� M T_ oo J I.L. X Q U F- 0- F_ w N n Q M I N In En N O eN M p OVD W Z 00 0) a Z Q I..L. Z 0 I— U V I Z 0 U Q 0 0 Q LL � U V) I of I� Q _J = 0 CD cy_ 0 �-- �/ < n_ ry ad Q LLJ N Z L LJ O DZ �--� L1 O Q N z 0 Q L o LiJz L� z Ld y rDRAWN-:_ .T.D SCALE: 1 /4" = 1'-0" CHECKED & APPROVED 19-125 SHEET 3