36448-36468 Camp Fire Ter - Laserfiche WebLink

Browse Search

o, 3 I cD CN N cD i <V Ln Ln - Cr C rrf 0 0 N N CV I N N J CV LA t` Ln 0 I LL Ln 0 I PI) I cD N CD I N r•M LO I— 0 0 CV cV N N I r` N J N LO rr Ln 0 I LO 0 I CN N F- 0 (n C 3 I— r� N O N 0 a E W W E O `v J ,i i✓ 0 v U J W LZ rM CD 0 N LO 0 0 0 iz N 0 N M \ b 0 0 Y cn a w m -o a� O Cr) 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 LU w U) d CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-O" —#5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - 117 ° °, 1 11 F •7 a :4 " e a , G ° d • ° • (4) #5 = a a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 0 I - ------------ LO I 5, SECTION A -A SCALE: 3/4"=V-0" O T 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 rFM24 BOLLARD DETAIL �'j SCALE: 3/4" = 1'-0" ■ - --I .__L. 4 cD SYMMETRICAL 54'-4" 18'-4" it 18'-0" it 18'-0" 13'-4" ,, 3'-8" 1 3'-8" i, 13'-4" J'-0" '-0% 13'4" V 3,_8rr VERIFY VERIFY T-0" x T-0" x V-0" VERIFY LOCATION OF ACC AC PAD AC PAD LLOCCATION OF A/C w/ (4) #5 E.W. LOCATION OFP CD AC PAD T-0" x T-0" x V-0" (2) #5's wl (4) #5 E.W. L L L HOSE S3 2'-0" x 2'-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-0" S3 S3 2'-0" x 2'-0" x V-0' BIB w/ (3) #5 E.W, wl (3) #5 E.W. wl (3) #5 E.W. �I CONDENSATE CONDENSATE cil �I CONDENSATE 7 F 4" ELEV. FIN. LINE I LINE OIL -4" ELEV. FIN. I -4" ELEV. FIN. LINE I 4 "' CONC. SLAB 1 L CONC. SLAB 1 CONC. SLAB a 1 S3 0 2 1 I 2 1r Orr 1,_Orr 2 1' 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" � 01 -4" 4" 4" ■ ® ■ ■ ■ 1. ■ IM ® ■ ■ �q 55 � D1 TYP. @ 2-STORY U.N.O. PROVIDE 1�RECESS OR _ _ PROV E 1 Y RECESS FOR _ PRQ DE 1 2 RECESS OR SLIDING GLASS DOOR. EFER TO — t t - — I — I— —I — — — — I I — — I — — — — I— —I — — I I I 3LIbI LA3`�`bO�R€FE)2 r SLID( G GLASS DOOR. EFER 0 I I MASON'S SCOPE FOR IDTH I I MASO 'S SCOPE FOR WIDTH MAS 'S SCOPE FOR IDTH I I L I I � 010 PROVIDE LINE FOR -5� PROVIDE LINE FOR PROVIDE LINE FOR - ® I M ICE MAKER D1 I I I D1 ICE MAKER I M I I I M I ICE MAKER D1 I S3 S3 I I S3 4,_,T r71 [T�-Ii II I y 3Y2' MIN. 3000 PSI CONC. SLAB FOR II I �� I T I �� (I HERNANDO COUNTY ONLY. 3Y"MIN. I I I l l 1 I 1 L�_ 1J LL � 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I I I I r I I I I I 1 - DBL.SINKw/ 00 I I DBL. SINK w/ I I I °° DBL. SINK w/ °P - - C.J = DISPOSAL - �O DISPOSAL - - _ , C,J. I1 I cD - C J _ _ _ _ , DISPOSAL `O III II �— - ---Imo(-_— - —---I�r-- �— I <� I I <� I I �: I I I �� IL --- I ITr 7 II J JII I I I IIL_ Jl✓ JII I I I I I I IIL JI- _111 12.,r 5'-10r, 5rr' 12'-21rr I I 12'-2a,r 5r,r PWO PWO I I PWO I I � I I I I I I I ,I I I EO 14'-6' 3'-1 " I I S-10" 4'-2" 14'- 3'-10' I I I I I I I I I I I9 I I I I �� 0'-0" ELEV. I I I I I I *- fill 0'-0" ELEV. I 1 0'-O" ELEV. OL FIN CONC. SLAB FIN CONC. SLAB 13 I FIN CONC. SLAB �- - — - c.J. I I I I _ c.J. - — - �— +- - - —-J. - - ---- —L-� - to GG I 1 1 I I I GG I I GG i I I iD S3 S3 I I S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I I I @ FOUNDATION 1 1 '-4" I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" I I I I I I I I I I50 ® 1 I IL iI IL- JI I I I I IL iI I� (ELEV. APPROX. r; I I I I^ I I 7 11-1/2" BELOW F.F. ELEV. CAN BE NO (MORE THAN 1-1/2" I I \ i I l� J1� I I I I I I — J �\ I L ■ BELOW TOP OF — — — L�� \`� �r'—� L— — F — — (EGRESS DOOR I (THRESHOLD. FIELD I I i I I I I I i VERIFY K N I(� 1 1 1 1 y is K I i;o K 1 1 PROVIDE(/2"RECESS FOR HI 7 H.W �I N I I COW.H� S3 L _ `�,— �� S3 PROVIDE 1l2"RECESS FOR PROVIDE ill" RECESS F R S3 �� _ FRONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T v I T MASON'S SCOPE FOR WIDTH 2'-10 ' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-101" ■ � ® ® FM24 I FM24 ® ® ® ® FM24 I 4" / I I 1 I I I -4" -0' 4'-0" '-0" 0" 10'-6" 10'-6" 0" '-0.. 4'-0" 1 -8' 1'-8" 4'-0" 0" 0" 10'-6" - - -4" ELEV. FIN. I o cP I I 4' ELEV. FIN. I I I "' `r I CONC. SLAB I I cn I in -4" ELEV. FIN. in CONC. SLAB I I CONC. SLAB PW01 I H I [Ifl I PWO � - - -- -- - � D1 � I 1 I I D1 I 1 C.J. I C.J. 2 C.J. - - - - I--- 4 —�-- - I--- Uj Uj I LU 1 �' C.J, `I`_2_ �' C.J. 15-13" o� = I I I N o + Clo 3'-0" x 3'-0" x 1'-0" 3'-0" x T-0" x 1'-0" N "' "' I I°Q I I N ELEV. APPROX. "v ELEV, APPROX. wl (4) #5 E.W. N (tS3 o I w/ (4) #5 E.W. I Q I I I ^ I o S3 in � I ® 1-1/2 BELOW F.F. IT 1-1/2 BELOW F.F. I 1 1 in 55 I I I 55 ELEV. CAN BE III I I ELEV. CAN BE NO 55 1 D1 I I D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 ■ I BELOW TOP OF I I BELOW TOP OF r I I I I EGRESS DOOR °P EGRESS DOOR 2' 6" x 2' 6" x i' 0" I 'n I I "' I 2' 6" x 2' 6" x 1'-0" JrA o I I I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. o FIELD VERIFY I I FIELD VERIFY I I M J I U _� �_ — J + I "SEE S3 I I S3 I S3 I S-3 FOR In T HOSE RECESS OPT." L = — J — — — — iy CO — — — 00 BIB L I L 1- iv iv "' S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS —� WIN FILLED CELL W/IN FILLED CELL BIB BIB WAN FILLED CELL V-8" 8r_0„ 1r_8" 1,_8" 8,_0„ 11'-4" 1 V-4" 6'-8" 6'-8" V-8" 8'-0" V-8" of 7'-0" 22'-8" 13'-4" 1 V-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y"=l'-0" I— LI c+� 0 N ti 0 W 1 o t o CD cam-, H M C7 y N O (O •Q N ]C d •s e ar o = a OC is ar '> CM N �- G tv o 2 U Lw uj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal W c, QE 2 w -• 'o _Q O N rip�j ro O Clow j J � J L M m o u a a 2S V z LL. 5 Z z -ern o 0 Z t m O O W§Y o 't°n`° m J m :3 r- ¢ , _Z LL W w N M Z 0 2 z Z U El E] ❑ W l N M r I �N w m V O„, N o / .. N �N 9. c� ,u J EI 3 C N d 0 �0 0 E o I— 03 O E r a p v Z c c i w sz rr w C41,B ,¢ zC,2 m CJ ,w s C/3= W o> J CC)O N >� U of c� cNfl � F�- r- L N CV CN cv co N N LS7 N E r fT 00 W c T ca ao N CNJ F- O LO .� M (•7 Liz C 00 N c0 p O M co Q N C N Lb m E j 'A` T M U'i T o Z Z E Z— N d c m a E U � o Q p c JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 2.1