39591 Dawson Chase Dr - Laserfiche WebLink

Browse Search

r.: :: LO d x rn O O J DO LO ~I Q 00 00 T-55" L 2'-6$" , 6'-0" TYP @ 1 STORY A U.N.O. S3 46'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ° w -o° 2'-6" x 2'-6" x 1'-t W/ (3) #5'S E.W. T-1 H.B.+ I -M "I ■ ■ ■ ■ 1.■ ■ ■ ■ ■ . • . . . • . . . . . . . • • • • • • . . • . • . . • • • • . . . . . . . . . . .. ... • . . • • . • • . • . • . . • . • . • . • • •• I . O I " •I I in I 23'-6$" I I t 0-0 I I 11� :• OPT. D I QPT. TYP@ 1 STORY t _ —��rt l;�-31/2" SLOPE I I 04 U.N.O. T in LO A to I F- S3 ICo T —4— CJ I I °' —I— CJ ( �? °° I- - - - - -I ---ram - - -- ' - - - - - - K ■. INDICzo CONC. AGROUT FROM FT TO BEAM TES FILLED CELL w/ 3000 I ISLANCHASE D I ' BUILDER TO PROVIDE J M W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN KITCHEN ISLAND I LOW WALLS S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC I HOOKED FTG. DOWELS 5" EMBED Ic— ---� W/ 25' EXT. ABOVE SLAB "GRADE 40 I I STEEL" 25'-6" I I I I 20'-6 6-8" 4'-0" STEPS AS REQUIRED II r I I I II r III`—" I I `� I;: T-5" T-1' 5' 8" M I II L JI113 I PER FIELD I I I II F� �II�Z I : I o 2'-6" x 2'-6" x 1'-0" CONDITIONS I PROVIDE 1 Y2' RECESS ^� I II II �„ ■ , FOR SGD. REFER TO cb I I I I LL _JJI I MASON'S SLOPE FOR i�1 I I I r — — ,hW.H. \ ` K CC S3 I CC I S3 W/ 3 #5'S E.W. O co S3 r WIDTH I III D.W.111 / I ■ - I L — — _ — —CJ _L — — — —1 ■ — • o FO o LO S3 16'-11$' I 8' 64" r o d -3 jl�PROVIDE 31/2" SLOP <V T-18" 4 81 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. Y2" x 9" C 1 _ L 00 S3 HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OFCONC./PAVERTOBE4' MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'4" I ............ J f • :: �T� o� A 10 01: 17'-5$ 36'-6$' TYP @ 1 2'-6"x2-6"x1'-0" I STORY U.N.O. Cl) W/ (3) #5'S E.W. CJ AH — — — —; • 'CJ - •-� — N CJ —CJ I ; —I I ..... ........ I :■ 10'-108" o HVAC CHASE ...' . '. '. '. '.: I .. ......III Cl) BASED ON LOCATION t / r If N 0'-01, ■ 17-2g11 2'-9" 2,_8" 2'-115' 11 I ' L J1 I L „. Ilt T-50" I 2' TYP @ 1 STORY A U.N.O. S3 3'-2s' �. 2 -98 1. 6'-0" L 6 -4„ FOUNDATION PLAN SCALE: ,"_„o. CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 ,;� ; ' • .V" #5 CONTINUOUS .: • '� REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER �'- �' BAR ONE FOR EA. • ' ' ' HORIZ. REBAR, TYP. ' U.N.O. **Alternate: The reinf. bars shall be •, • • •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" (D v z_M 0 zC) z a U) z w �U — OLU CD m N _v k- S t6 .O M _ O o "o s L` coo O Y o Qrn to 0 o -CL M ¢ o Al I B D® N We � wysa r N N O M v W H S :2 Z `W PN� z — !� LL � , I , • N W a W V Q 2 ZQ -S`��S o ~ N EIUL W°�sft«�I¢�,Q J�U� i � w� QO► e",wvSt� !� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ooz uj za w< a. M �z00 z- LU 2 O Z z E .2J a ua O r0 o VwzrO m V L Lu z z p_ 2:z Ce C O _ f -- o 0 p �w J � Lou�z °r �n O '^ L / V O r a "o¢ Oar7=1 Z<Z< Q 8F�o Z Z '� �Dx w LU J L!) W < L � BYO LU Q ¢ a F" r-I Q Z r 0 Od Q z 00 L Z � p�� z 0 Lh O m O , 0o Z g W = tn a z rn ,--I a to 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. ^ . O �,J SHEET NO. 6.0