Laserfiche WebLink
E: <br />C <br />M <br />431-0" <br />TYP @ 2 STORY H.B. <br />t <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN —1 /8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />'7� <br />U <br />u <br />CONTROL JOINT DETAIL. <br />SCALE: 1 1/2"=V-0" <br />. . . . . . . . . . . . . . . . . . . <br />............ .......... C? <br />F <br />2STDRY <br />LO "—#5 CONT REINF. SEE <br />(2) #5 REBAR FND. FOR QUANTITY <br />/CC <br />VERTICALS w/ in <br />%, �3 <br />FILLED CELL #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />IF-t 71 k� R HORIZ. REBAR, TYP. <br />to 11 1 1 1 1 1 U.N.O. <br />a ?� 0'-0 <br />9 "Alternate: <br />i L Jil <br />z The reinf. bars shall be <br />F — — — — — — — — — — — <br />'L J11 V5 cont. around comer by cold <br />bending the bar w/ min. <br />04 L 1 <br />I §11a -4— Ci bar lap oi 25". <br />1 .11 <br />I all Ci <br />CN <br />C? 4'-0" -3 1/2" SLO?j;4 TYP. CORNER BAR DTL. <br />STEPS AS K;ITCEHESLAND <br />REQUIRED PER LOW WALLS I CHASE SCALE: 1 1/2"=V-0" <br />FIELD TO <br />CONDITIONS ISLAND <br />3-1/2" MIN 1000 PSI CONC. <br />PROVIDE 1 Y2" SLAB FOR HERNANDO <br />RECESSFOR COUNTY ONLY <br />SGD REFER TO 3-1/2" MIN 2500 PSI CONC <br />9 <br />zo 03 1/2" 1 1 , MASO'N'S SLOPE SLAB OVER 6 MIL BUILDER TO PROVIDE 2 STORY <br />LO FOR WIDTH VISQUEEN VAPOR <br />BARRIER 'D APPLIANCE PROTECTION (2) #5 REBAR <br />WHEN REQUIRED PER FBC VERTICALS w/ in (2) #5'S <br />FILLED CELL <br />TYP @ 2 STORY L <br />PROVIDE Y2" x 9" 2'-6" x Z-16" x 1 '-0' <br />-3 1/2" . *�, <br />RECESS FOR FRT. DOOR T_ A SLOPE, W/ (3) #5'S E.W. <br />A 0'-0" TOP OF CONC.1 PAVER TO BE 4' 1*7� <br />BELOW FIN. FLR. \, �3 <br />U(2) #5'S <br />IL <br />7 <br />S-1 13-441" ...... IF, <br />2 N;, UD BF �00� <br />FOR A/C <br />—4. 7 <br />q 2'-6" x Z-6" V-O" <br />x <br />9 _7 Ci W/ (3) #5'S E.W. <br />__C1 — — — — — — t <br />C14 7� <br />_:�J— 71 5'-4fg- INDICATES FILLED CELL w/ 3000 <br />rj PSI CONC. GROUT FROM FT. To TYP @ 2 STORY <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />LO <br />SHOWN HOOKED FTG. DOWELS 5" <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />HVAC CHASE <br />0101, <br />BASED ON <br />LOCATION <br />64" 16-21" X <br />A ;0 <br />G <br />V1.1 <br />c,r <br />............... ............................ <br />........ ... ... i* <br />M11 <br />1-i n# <br />TYP @ 2 <br />STORY <br />5'-4" � 2'-21j' 1, 2'- <br />FOUNDATION PLAN. <br />SCALE: Y4"= V-0" <br />(D!� <br />Uj <br />U <br />0 L.0 <br />V) (2:: <br />0 <br />in <br />in ce) <br />0 C) <br />C\l <br />a) CY) <br />CY) C0 <br />a M Cl) <br />E <br />00 <br />2:2 M <br />0 8 cq <br />0 <br />00 <br />cd- <br />0 x <br />1, <br />O,q <br />< 0 <br />CL -�, <br />0 <br />B <br />D. <br />/_2_-, <br />j <br />o' <br />'Z 1.0 <br />o <br />13! <br />LUg: - <br />F <br />OW <br />rr. omv)t E S I <br />UM Cc, <br />LU <br />0 <br />0 ca <br />1:1 El 1:1 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature an sea . <br />C) <br />C:) <br />Z r-4 <br />0 a) r-, <br />1­4 4- C:) <br />V) 15 t�o o <br />> Lf) r') <br />fu In <br />z <br />(n <br />7 V) 0 <br />(L) — Lr) <br />< U_ <br />Z00 <br />E <br />z <br />LU C:) <br />_j C) <br />W <br />110 <br />�C) <br />z <br />z <br />08 0, <br />a .,, . <br />UZ< <br />- <br />a- <br />Lz. <br />8, g L.0 <br />CL <br />LO <br />co z <br />Z Z <br />0 <br />Lr) <br />z <br />0 <br />-0 <br />r,*.% <br />z <br />V) 3: <br />L0 <br />r*4 <br />0 <br />0 <br />U_ <br />z <br />0 <br />z <br />uj <br />89 <br />0 <br />x 0 <br />rj <br />0 <br />Z,2�� <br />LU W Z <br />3,: <br />CY-1 <br />ILI <br />0 <br />9 Cc, <br />z <br />z <br />r1j <br />zo " <br />LU <br />_j <br />Lr) <br />T__4 <br />LLI <br />6j <br />< <br />z <br />Z, <br />0 <br />R 8 z L) <br />0 uj <br />Lu z <br />z <br />t <br />< If <br />:D <br />Cy <br />V) Z <br />co <br />0 <br />z <br />U-1 <br />0 <br />z <br />uj <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION No' 10 <br />SHEET NO. <br />6.0 <br />U <br />