36417-36437 Camp Fire Ter - Laserfiche WebLink

Browse Search

'�A1 v. 3 I co v N CD i N M v- 0 Q 0 rn 0 J co O r1_ LO 0 I 0 r` 0 I i I .4- I N v r Q cn to 0 rn i 0 J 0 X) 0 I O LO 0 I C14 v C v 0 Q� c 3 Q N 0 a v N E O v c c J fl 0 v J LZ NM 0 L 0 �P a LO 04 CCN 0 N \ v 0 Y LO w �d m v a� v cn 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) } O W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON ir >_ FOUNDATION PLAN N N a CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE ti � - FOR EA. HORIZ. , REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. "° -��-- d , ° o a 40 • 4 11 (4) #5 sk REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 „ BASE PLATE a LO 5" SECTION A —A W10 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN (FM24 BOLLARD DETAIL SCALE: 3/4" = 1'•0" M 3'-0" x 34" x l'-0" w/ (4) #5 EW. A 73' / 55 D1 TYP. @ 2-STORY U.N.O. N In 3'-0" x T-0" x V-0" wl (4) #5 E.W. SYMMETRICAL " 18'-4" 18'-0" 18'-0" op A'-4" 13'-4" 3'-8" 3'-8" 13'-4" '-0., '-0" 13'-4" 3'-8" op VERIFY VERIFY 3'-0" x 3'-0" x 1'-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF KC AC PAD L (2) #5's PAD PAD L LPAD HOSE S3 7-0" x 2' 0" x V-0" OSE HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 7-0" x V-0" BIB w/ (3) #5 E.W. RIR w/ (3) #5 E.W. w/ (3) #5 E.W. r_x_w_ L I L NEDENSATE —I I NSATE I I U I CONDENSATE 1 IF, OL -4' ELEV. FIN. 4' ELEV. FIN. 1 4' ELEV. FIN.41. $ CONC. SLAB 2 $ CONC. SLAB 2 CONC. SLAB $ 2 N 1 Q" 1 -0 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6'-8" I 6'-8" 3'-10" 3'-10" 2'-8" ve ,4. 4" I 4. PROVIDE 1�RECESS OR _ _ _ — I _ —� — — — — I PROV E l Yz" RECESS FOR I _ PgQ D�"SCE OR — — — — r— —j — — I r SLIDING GLASS DOOR. REFER TOI 3`S`bORE�F "R I I MASON'S SCOPE FOR IDTH — I I MASO 'S SCOPE FOR WIDTH I I " MASI G SCOPE FOR IDTHR O I I " Qt� ® I M PROVIDE LINE FOR D1 I I L_ PROVIDE LINE FOR M I I CO M PROVIDE LINE FOR —D J I I `�° S3 I ICE MAKER I I I ICE MAKER I S3 I S3 I ICE MAKER I I I INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. d ?I Ir(II J , I I " ` �� ' )n TO BEAM WI 1#5 REBAR VERT. II I I y L 3 2" MIN. 3000 PSI CONC. SLAB FOR T I \ I I ABOVE SLAB. TYPICAL @ALL r I d I `'L I I I I rfi (I HERNANDO COUNTY ONLY. 3Y" MIN. I r I r I I` 11 J�\ I I PLACES SHOWN HOOKED FTG. L , , j LL 2500 PSI CONC. SLAB OVER 6 MIL. DOWELS 17" EMBEDMENT W/ 25" VISQUEEN VAPOR BARRIER I I L I EXT. ABOVE SLAB. GRADE 40 ® I I I I I I I STEEL I DBL, SINK / °0 I I I DBL. SINK w/ I I I I a0 I DBL. SINK w/ I I I °D C.J. — — —- DISPOSAL_ cO DISPOSAL _ __ _C.J. _ — — — C,J. DISPOSAL �D r) I�I�� — I I I I ill L_ J JII I I I 11L JL J111 1 I I I I I 1 1 IIL JL JII 01 12,_5�° 5'-10 „ 5.9 „ 12'-2 „ ( I 12'.2 „ 5,_9j„ PWO i PWO I I PWO D1 D1 I I D1 d I 'I I I I ' ,I ' 14'-6' 3'-1 " I 13'-10" 4'-2" 14'- ' 3'-10' Ico OIL 0'-0" ELEV. I I I I I I T ® I FIN CONC. SLAB I — — c.J. �— CO I S3 S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION 2' 0" 2' 10" I I 16'-0 go LO ® I I IL JI IL JI I I I I I I I I I (ELEV. APPROX. 7 I I I I is 1 1/2" BELOW F.F. I I I I I I (ELEV. CAN BE NO �� IMORE THAN 1-1/2 1L j /1�1 ■ IBELOW TOP OF — — — ii�J — — — — EGRESS DOOR ITHRESHOLD. FIELD K K VERIFY <•, I� H. � � H.W I iv PROVIDE 1/2" RECESS FOR _ �� S3 L FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 2'- 0' 2'-10j" ■ ® ® ® FM24 T I FM24 S3 S3 HOSE BIB— -4" ELEV. FIN.I &D I I I -4" ELEV. FIN.I CONC. SLAB I I CONC. SLAB PW01 C.J. U I C.J. — — — — _ . —� e O_ I fV N T-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. 55 I I I 55 D' I I D1 I ■ I I I I r A q I I I w/ (3) #5 E.W. co S3 J I I J " 1 S3 I S3 4 "SEE S-3 FOR L 10 RECESS OPT." - J - - 00 (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL W/IN FILLED CELL V-0" V-8" V-8" 8'-0" 1 V-4" 11'-4" 54'-4" I I I q 0'-0" ELEV. I I 0'-0" ELEV. 'r I I I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. C.J. - .�_ ��- °0 I I� GG S3 I I I I I @ FOUNDATION I I I I 6'-0" 2 0" I III I � I I,I " I I L. J I I I I I -- —� ' L I I � io PROVIDE 1/2"RECESS FOR I I PROVIDE 112" RECESS F R S3 I N FRONT DOOR. REFER TO L FRONT DOOR. REFER T A3'�N'S�Z`OPTTOR WTDT� MAS N'S SCOPE FOR WIDTH Z-10i" FM24 .4. / .4" � I �0- -0" 4'-0" 11-8 1'-8„ 4'_O" 0, O" I 10'-6" 01 or cT °0 4 -4" ELEV. FIN. I 4 CONC. SLAB I I in ® I ® I PWO J. U C.J. — + — C.J.ro k N ® ^ ELEV. APPROX. Iv I ELEV. APPROX. ® I i I I 4 1 1/2 BELOW F.F. I 1-1/2 BELOW F.F. ELEV. CAN BE NO "I I I ELEV. CAN BE NO 55 MORE THAN 1-1/2 MORE THAN 1-1/2" BELOW TOP OF I I _ BELOW TOP OF Y EGRESS DOOR °P EGRESS DOOR THRESHOLD. I I "' THRESHOLD. I 2'-6")x2' E.x. I 6. w/ (3) #5 E.W. 1 FIELD VERIFY I I FIELD VERIFY I I 4 to S3 60 i'V L L N iV �' S3 S3 HOSE HOSE —� BIB BIB (2) #5 VERTICALS WIIN FILLED CELL 8" 6'-8" 6'-8" 1'-8" 8'-0" 1'-8" 13'-4" 1 V-4" FOUNDATION PLAN -LEFT SIDE SCALE: Y4"=1'-0" N O N ti 0 Z > "a C2 ram-+ O Sti Co C M V CV lC O N w N O d y o Q d a "'3 to � U N N A c E A p 0. v `��Zil',11QQ09TOlrI'lsp�� ?gotvy • 1. (D / o the best of the Engineers 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 potions of the drawing pages bearing Engineer's signature and seal. 40 V o Y g P m (nn W W ni a 0 rNiv Wdd M —i LL a Yi� U I� ' .J LL S j i C �s�yf 0 L{ � T .0 00 '13 W 7 N V7 m J Q 00 �°f°i J � w LW o MC-)� Z 03 ❑❑❑ W (9 z z Q� a� c� z C1 C) v1 C ca F- AM U E U � 0 C Q � N s�o o Z r _ W O > N a o�_® _ 0 0< a 2 a Z. c�0 "dn w N. Ga x< a p� Z�I M ) �p� zz Z U W CJ C/i u a N41 LL i i 2 O/� w ` N c TO 1—. N Ccc CV CM CID Li- CF) Lo r r a E r- 00 � v J m U r 0 L0 .� M M L 0 N co Q O cD r L.I7 T 6 W 1 7 C= N � o z z E E (n Go) «j m c a U � Q p .j JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 2.1