36388-36406 Camp Fire Ter - Laserfiche WebLink

Browse Search

3 -v I N N M Ln 0 0 N N I CD 0 N J CD rn LC7 0 I I i LO I CO CV co i N I` ") LO IF— V 0 N I N 0 J O CD O I Ln LO 0 I N Cn 0 0 Q� c cV O 0 a E t� a E 0 S L C C J i O� 0 0 U J tZ IM cV 0 N LO 0 0 0 N O N LO \ a Y 0 ZD L'-i 00 0 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) W.W.M. PLACED IN o UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 `_n OR FIBERMESH REINF. SLAB THICKNESS {� SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN o N w w cn � CONTROL JOINT DETAIL SCALE:1 1/2"=V-0" c•. @ #5 CONT REINF. SEE FND. FOR • . t: QUANTITY x #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"=T-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. d Qa G d d C M o d _I C ad Q T (4) #5 d REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I _4 U. i L - — -- T - 5" 11 SECTION A -A A SCALE: 3/4"=V-0" 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 KF"M24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 54'-4" 18'-4" 18'-0" 18' 0" 01 1'-4" 13'-411 T-8" 3'-8" 1 T-4" 4, '-0"6. 13'-4" 0. T-8" VERIFY VERIFY 3'.0" x T.0" x 1'•0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C LOCATION OF A/C PAD PAD w/ (4) #5 E.W. PAD AC PAD T-0" x T-0" x V-0" (2) #5's wl (4) #5 E.W. L L L HOSE oo S3 2' 0" x 2'-0" x 1' 0" HOSE HOSE 2' 0" x 2' 0" x 1' 0" S3 S3 2' 0" x 2' 0" x 1' 0" BIB wl (3) #5 E.W, wl (3) #5 E.W. wl (3) #5 E.W. I CONDENSATE I— CONDENSATE c-)I U l CONDENSATE F LINE I LINE I LINE I o -4" ELEV. FIN. 1 I ILu 4" ELEV. FIN. 1 -4" ELEV. FIN. 1 A a CONC. SLAB CONIC. SLAB CONIC. SLAB a co S3 0 2 I I 2 1'-0" I 1'-0" 2 1' 6'-8" 3'-10" T-10" 2'-8" 2'-8" T-10" T-10' 6'-8" 6'-8" 3'-10" 3'-10" 2'-8" 1 4' 4" .4" , ■ Di ■ ■ ■ ■ ® 11 ® ■ ■ PROVIDE 1 Y" RECESS OR _ _ PROVIDE E 1 Y2" RECESS FOR _ — I— —I — — — — I — PRO DE 1 2'RECESS OR SLIDING G SLA S DOOR. EFER TO — t I I SLIDI G GLADOOR. REFER T I r SLIDI G GLASS DOOR. EFER 10 MASON'S SCOPE FOR IDTH L I MASO 'S SCOPE FOR WIDTH I I MAS 1"S SCOPE FOR IDTH I J oll" I co cc -1 I I '' PROVIDE LINE FOR I ( M PROVIDE LINE FOR ' ® I M PROVIDE LINE FOR D1 I I I D1 ICE MAKER I M I ; ICE MAKER D1 I S3 I ICE MAKER S3 I I S3 1 771 71 .4 1 ll�j LJT rHERNANDO . 3000 PSI CONC. SLAB FOR T r II( 1 TII 11T (I COUNTY ONLY. 3Y2" MIN. L�-J L 2500 PSI CONIC. SLAB OVER 6 MIL VISOUEEN �I II VAPOR BARRIER DBL. SINK wl 00 I I 1 DBL. SINK w/ I I I I o? fI DBL. SINKW/ I I I °° C.J. - -_ -_ ,DISPOSA `o _DISPOSAL - - C.J. ! C.J. DISPOSAL `D d D1 1111 r) 11 r.) III III II �� III I 1 III II III 1 IIIL J JII I I I IIL JL JII I I ; I I IIL -J J1 TYP.@ L___JL=- L___JL=-=-J 2-STORY U.N.O. I _ _ —- I — — _ �- o I 12'-5z11 5'-10 1 51-9$" 12'-251, 1 I 12'-2511 51-98211 PW0 I PW01 I PWO1 D1 D1 I I D1 14'-61I 3'_1 I I 13'-10" 14'-2" I I I 14'- I' 3'-10" I C9 F- A 11 j 7 — v 1 11 IM co - I �I III III 9 — _ o V. 0'-0" ELEV. 0'-0" ELEV.. IN CONICSLFIN CONIC. SLAB FIN CONIC. SLAB Jc.J. — cJc 00 4- 00zo 3), GGG GG ® I S3 I I S3 I I S3 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" 1 1 _ 16'-0 6'-011 2' 0" 11 10 M I I I J _— I—�—I--- � I_17 I I 1 ® I I I �I 11 IL_ I I I I T I I L- �I IF „-I� I I I I� I I 'I' I I I I.. 111 I_ I 11 1 I I I I I I N I I °- 10 (ELEV. APPROX. F.,I I I I I F, I I 11-1/2" BELOW F.F. I I I I I I 1 I I ELEV. CAN BE NO (MORE THAN 1-1/2" I I I I l Jl� I ! I I I I — J �� 1 L 1BELOW TOP OF I I EGRESS DOOR ITHRESHOLD. FIELD 1 K � II I I I I tl � K I I I oo K io 1 1 (VERIFY N I\ HI H.w �I N I I I N 1\ W.H ;n PROVIDE 112"RECESS FOR S3 L\ _ s �� S3 PROVIDE 1/2" RECESS FOR PROVIDE 112" RECESS F R S3 L� ��_ FRONT DOOR. REFER TO v I i v LFRONT DOOR. REFER TO L_ FRONT DOOR. REFER T v I MASON'S SCOPE FOR WIDTH 2'-10' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10" q,_ FM24 ■ ® ® ® I ® ® IID I I I I -4" / I -4" FM24 / I _0l1 4--0"1-011 01, I 10'-6" 10'-6" I 011 ,-0" 4'-0" 11-8' 1' 811 41-0" 011 011 I 10'-6" 00 0o p I - I co Q I o -4" ELEV. FIN. b LO -4" ELEV. FIN. I -4" ELEV. FIN. I d I I `' I CONC. SLAB I I io C° CONIC. SLAB I I PW01 CONIC. SLAB I ® I ® ( 1 PW01 I 1 � ------ � D1 iC; C.J. I.J_ _ o I I = z - I-C� - - O I b 0 — C.J. _ _ C.J. _ I a 1'-4" 5'-8" o I I N o LL' -F 3'-0" x T-0" x 1'-01. 3'-0" x x 1'-0" "' I �J, I IT ELEV. APPROX. Iv I ELEV. APPROX. ( N wl (4) #5 E.W. N L o wl (4) #55 E.W.E.I q I I i � ! S3 S3 in 1 I ® r 1-1/2" BELOW F.F. F 1-1/2�� o BELOW F.F. ® I I I in 55 I I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D1 I D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 _ BELOW TOP OF 1 1 BELOW TOP OF 1 I I I EGRESS DOOR 00 EGRESS DOOR I , J 2'-6" x 2'-6" x 1'-0" I LO I I in rn I 2'.6" x 2'-6" x V-0" o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 EW. I o i FIELD VERIFY rA FIELDVERIFY _ S3 I S3 I I I S3 — L_ 00 I b I "SEE S-3 FOR I S3 �q. RECESS OPT." I �' HOSE L — — — - J — 7 oo d BIll NilIB - �r L L Mir- N "j-1,T "' S3 S3A7 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS W/IN FILLED CELL W/IN FILLED CELL BIB BIB MIN FILLED CELL V-8" 8'-0" V-8" 11-8" 81-01, 11-8" 1 V-4" 70, 1 V-4" 6-8" 6-8" 1'-8" 8'-0" 1'-811 7-0" 22'-8" 13'-4" 11'4" 54'-4" INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM WI 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: Ya"=V-0" e� cti c 0 C%jLU m -fl L r; a c+- C f0 LJ N y%o� y O SO C rt+ CV .� d E s c c cc 3 � c o o. v `o �h ry • • e tau: N *�" Lg 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 Engineers signature and seal. v 1L N O O O 1-4 � 0 w o m ;S ;r 0 in LL M0 �33 W li d 'P a c 3 a [ LL 3 U� t9 z _� 00 Z s mom 0 00 @ Q W W ro��rn ¢ F °' z U: Z 00 o o w Cl) U U H ry N Q o" ❑❑❑ w p! Z N ch o z m Q J d 1t, M In a `o 0 — 4 -+ LU � U m O V'1 w o rz yes v c W � — J E o� C) =O y L 0 O o w M M J Z OQ '� Z Q � LJ.- E E 0 UCU z o > r✓ �© oa F- M g 00 00 E 0 0 Q B �� wz n7 z r m 0 m N m m z z 0 202 < 65 3 a m oii �3 1 _ w _ > 0 ® Mx r 3 C O O > 00 L N CN 0 � H r L T LL r fT E 00 vJ � M U O r r- 0° 0000 N a--+ H C) � U-) += Q M M Ill N C)v N O � <N GD T M r T N 7 Z6 �% Z Z E(C a •O • U -C :? ¢ o c JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 2.1 - — - - i IT7 t � -� I 1 1 1 .. ..- ..., 1 , A. ..u.1. ,,1 "u .a. .��n.onnaa.. — 1 19, 1 1 1_.