38130 Fallstone Way - Laserfiche WebLink

Browse Search

NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 1 112"=V-0" —#5 #5 CONT REINF. 'e SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE - °o FOR EA. HORIZ. REBAR, TYP. U.N.O. • -------------- ��' vaC •v vi I ems •��' TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. .. d ,4a .. C A" ae a a. O a' 4, ,A. ^, oa ° 3 C a a Tq. a (4) #5 a REBARS CONT. 4" Z-O" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE I 1 1 1 — 1 I 5. SECTION A -A n SCALE: 3/4"=V-0" SYMMETRICAL 14' 13'4' 1 S-8" 3'-8"'0 134- '-0" '-0"Lo 13'4' 1 3-8" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD T-0" x T-0" x 1'-0° PAD PAD L L PAD wl (4) #5 E.W. L S3 HOSE S3 2'-0" x 2'-0" x V-0" HOSEHOSE 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. BIB RIRwl (3) #5 E.W. wl (3) #5 E°W. CONDENSATE CONDENSATE CONDENSATE 7 4o OIL 4' ELEV. FIN. I I I LINE 4' ELEV. FIN. 1 I 4' ELEV. FIN. LINE �11 A a- CONC. SLAB 0- CONC. SLAB 2 ( I CONC. SLAB 2 S3 I 6'-8" 3'-10" 3'-10" 2'-8" Cn I 12'-8" 3'-10" 3'-10" 6'-8" -0" '- "L. 6-8" Lo T-10" L. 3'-10" L. 2'-8" U) r -4" -4" 4" ° } ■ ® ■ ■ ■ ■ ED 11 ® ■ ■ 5 PROVIDE i %a" RECESS FOR r _ I _ r— ROVIDE 1"RECESS FOR I _ _ _PROVIDE' RECESS FOR— j_(- cv F_ SLIDING GLASS DOOR. REFS TO — — — I I LIDING GLASS DOOR, REFER TO SLIDING GLASS DOO . REFER TO I I I `f I MASON'S SCOPE FOR WIDTH -1 F00 I I I� I SON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I - J I PROVIDE LINE FOR PROVIDE LINE FOR PROVIDE LINE FOR All.® I M D1 I I ( D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I I S3 I ICE MAKER S3r r74 7.7,11 I jj `I j I, IL) kj \TII FHERNANDO IN. 3000 PSI CONC. SLAB FOR 'II`II( COUNTY ONLY. 3�' MIN. L = ji L 2500 PSI CONC. SLAB OVER 6 MILII S3 I pp jIJ SQUEEN I I VAPOR BARRIER ® I I I I I I I I DBL. SINK w/ o0 I I I DBL. SINKwI I I I I 00 I DBL. SINKw/ IED I I O0 C,J, - - ,DISPOSA CO _DISPOSAL - _- - C.J. DISPOSAL C° 111 it II 81 I I III II D 1 I 0I I r> I �) IIIL_ _ -iII ( I ( III 11 JII I I I I I IIL JL_ -ill L---JC: =J====JL—__J L—_—JL==—=J I 2-STORY U.N.O. I — -- I f— 4 12'-5" 5'-11" 5'-11 12'-1" 12'-1" 5'-11 " ® I I PW0 I I PWO I I I I PWO I I I D1 D1 I I - D1 I co '�I I I ' I I ° I ' 14'-6' 3-4)" I ( 3'-10" 4'-2" 14'-2' 3'-10'. I I to I- -I r— -I I F M I o I I ( I I I I o i i I o 0'-0" ELEV. I I 0'-O" ELE 0'-0" ELEV. FIN CON . SLAB FIN CON . SLAB FIN CONC. SLAB I I I I I I CJ'C.J. C.J. ° to GG IEdI i I M S3 HDI S3 I I I I S3 I I I m( I @ FOUNDATION I I I I I ( @ FOUNDATION I I I I I @ FOUNDATION I I I I 0 1 '-4" I I 2' 0" 2' 0" I I 161-0 6'-0" 2' 0" 01 I I T As.® I I IL -'I IL JIIL iI I- 1 1 )l I I I I zo I i I I I I N (ELEV. APPROX. ( I I I I I I I1.1/2" BELOW F.F. ELEV. CAN BE NO ■ IMORE THAN 1-1/2° I-- ( 1 �� i I `,` — -- I I i I I-- J �1 I L (BELOW TOP OF — EGRESS DOOR o ITHRESHOLD. FIELD I �I I I� (VERIFY K N I� `° HI / ( N K I I I LO PROVIDE 1I2"RECESS FOR S3 L� _kI AAA 1 S3 cn PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R FRONT DOOR. REFER TO 't I I v FRONT DOOR. REFER TO � L FRONT DOOR. REFER T r T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT tf A \_CONCRETE SLAB KF"M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" ASON'S SCOPE FOR WIDTH 2'-104' Z-10j" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10T ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 Tl / i I i I 4" / 4" -0' 4'-0" '-0" O„ I 10'-6" 10'-6"[10"'-0" 4'-0" 1-8 1'-" 4'-0" O" D" I 0'-6" co I _ Q o I j -4" ELEV. FIN. co ( I -4" ELEV. FIN. I `� I I M 4' ELEV. FIN. I i zoo k CONC. SA I I CONC. SLAB I CONC. SLAB PW01 ELEV. APPROX. ® ( — __ --" D1 I 2IELEV. CAN ENO■C.J. I C.J, C.J. - ELEV. ROX. ( I cr MORE THAN 1-1/2 - 1 1/2" BELOW F.F1{_ EO BELOW TOP OF �, 5'-8" N Wo I c t o ELEV. CAN BE Nd I EGRESS DOOR o N n I MORE THAN 1 11 T-0" x 3 0 x 1 o I 2I I THRESHOLD. w/ (4) #5 EA. N L o I I 9 I I I I all ^BELOW TOP OF I IF FIELD VERIFY ® I ( I S3 53 EGRESS DOOR ro 55 I I I 55 I THRESHOLD. I i I 55 � ■ I b1 I I I I D1 � FIELD VERIFY I I� I ° T � o I I I "' I, I`" "' I I I I o co -}- I S3 I I YS3o "SEE S-3 FORLRECESS OPT." T L--- — J ■ i + L ® a7 ■ S3 HOSE J (2) #5 VERTICALS HOSE (2) #5 VERTICALS BIB WAN FILLED CELL WIN FILLED CELL BIB V-8" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 6-8" 13'-4" ■ S3 ° L A71i� S3 ■ A HOSE (2) #5 VERTICALS BIB WIN FILLED CELL -8" 1'-8" 8'-0" V-8" 1 V 4" INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT Wl26' EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=V-0" +�8 Gam',, c. 4 C3 ®_' ua C3 2- r a. cn x W ca N� 0 �v ��,��ii'16961i$l�Epj+� Q,R®1!V �e� C-4`1. S. • �. O .. 3€!I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E, 0 �% f:In N b g J it! dj 64 0V u Ju; W �ut� 'Lz —� a m c >= N z P O o W W Ogr�CO C/5 rn m 9 3 IL ILW N t� z J Z U oO Q U ❑❑ N M O z a� M .o QJ LL 4, �w 0 L, g c) gz I I all "' ~- _ o�o L U 7 N 00 Q N 0 co w M o z ¢ �L- p �� ©� Q N z® o n V gQ (O F- oa 00 o� C) -0 <z 0 � 4 ww J C ¢= Y V ma � ¢w gzo man ci �i � a m w V Q O l oii to a 0 0 M c%4 ccei ca ~ � r E OO 00 U_ Q ,1 M IC 3 00 M N � .�--+ 0 N 04 C.0 c.i�./ QOb L T d LO r- v M 00 CY) T_ 6 z E 0 r a E? U ¢ o JOB NO: 22-11687-11682 SCALE : AS NOTED SHEET NO. 2