36417-36437 Campfire Ter - Laserfiche WebLink

Browse Search

C.0 -.I- C14 C.0 LL 0 CN C14 0 __j CD Ln C14 C14 C14 cc LO F_ C/') t� 0 C:) CN 0 _j CD I Ln C'4 r- -4- C) I rl,j C14 F— (714 CD E E 0 0 _j 0- 0 0 _j 11) LZ C14 C:) C14 L0 C) LO LLJ cf) NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 'IF" 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 I FILLED CELL LEGEND E 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 x LU LU Cn CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #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"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxVV1.4 L W.W. F. 44 4 4 4 (4) #5 4 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATEA A 5" SECTION A —A SCALE: 3/4"=V-13" 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 SYMMETRICAL 54'-4" 1 \ 181-01, 18'-0" It 18'-4" T-8" 10 13'-4" IT-4" T-8" T-8'l 13'-4" il'-4" VERIFY T-0`x T-T x V-10" AC PAD LOCATION OF A/C w/ (4) #5 E.W. PAD ,,-HOSE B BIB Z-O" x Z-O" x V-011 IB w/ (3) #5 E.W. 7 IF CONDENSATE C3 PLINE OIL 4" ELEV. FIN. Lu \-F CONIC. SLAB 2'-8" S�S- 10" 6. 3--10" 1 6`-8l' VERIFY VERIFY LOCATION OF A/C AC PAD LOCATION OF A/C PAD LPJAD PAD (2) #5's 2'4' x 2'-O'x V-0" HOSE Z-011 x Z-O" x V-0" w/ (3) #5 E,W1 BIB BIB- wl (3) #5 E.W. I CONDENSATE 7,LO NO CONDENSATE C -4" ELEV. FIN. LINE LINE -4" ELEV. FIN. CONIC. SLAB AM OIL CONC. SLAB A �,S3 I-Ok, 2 j 1,_ lllll�2 12'-8" 6-8" B.-iol. T- 10" 2'-8l..1 T- 10" 3'-10" L114" W/ -LRqVIDE 1 z RECESS FOR PF D SLI ING GtASS DOOR. REFEI tTO 'OPE FOR WIDTH I ON'S S, M) S 00 PROVIDE LINE FOR INDICATES FILLED CELL W/3000 ICE MAKER M PSI CONC. GROUT FROM FTR. S3 TO BEAM W1 1#5 REBAR VERT. rr --,L7771 ABOVE SLAB. TYPICAL @ ALL 11(j, 4-)l PLACES SHOWN HOOKED FTG. A.. I I t- I A" lit (I �1 DOWELS 17" EMBEDMENT W1 25" LL EXT ABOVE SLAB. GRADE 40 STEEL 00 co DISFMSADSAL CID C.j. 71 0 1 0 I L - - - 5'-92' 12--A 8 10 K, C5 ED Q0 T-11 0" 1 4'-2" - I r F/ JEO M 0/2" RECESS FOR PR IDE 1 /2" RECESS FOR ILATnMITR�FERTO_ 4Y - - I F SL DING GLkSS DOOR, REFER TO SCOPE FOR WIDTF I NIS SCOPE FOR WIDTH PROVIDELINEFOR f I I ICE MAKER PROVIDE LINE FOR I �j Fr 4- �,-71 ICE MAKER 3Y2" MIN. 3000 PSI CONC. SLAB FOR I cy) HERNANDO COUNTY ONLY. 3Y2" MIN. l� 1) 11 IT j 2500 PSI CONIC. SLAB OVER 6 1 L\- __1 jjj LL �Lj VISQUEEN VAPOR BARRIER T DBL. SINK w/ DBL. SINK w/ 0? C. DISPOSAL DISPOSI - - - Cli. t . �rri L JL -ill' I L i C J L�= E EEEE E:7711 E:Z E3 E __ -J�E =---3- 8 12 6-982 5'- 102 ri Z-52 PWO1 -7 OL 0'-0" ELEV. OL 0'-0" ELEV. -7 1 1 - - FIN CONC. SLAB FIN CONIC. SLAB 7 -7 C.j. C.j. C? -T I @ FOUNDATION 1 116-0.1 1 1 -7 1 LO L j 0? -7 0? zj TI/ C? JH'W/ K _DL1I RECESS FOR �ROVIDE 1/2" RECESS FOR T� S3 OVI I. F �70NT R. REFER TO —1 tONT DOOR. REFER TO NSON'S SCd7PE FOR WIDTH MASON'S SCOPE FOR WIDTH 1 D34 M24 LU 10 11, IDI 1111 011 J 011 V. 0.1 _4" 1_8" '4' 0. 4- OF 10'-6" [1 4'-0" 1 4-0 _4" ELEV. FIN. 0? CONNIC. SL/AD _A CS CJ C.j. C.i. + 00 ELEV. APPROX. ELEV. APPROk 9 10 1-1/2" BELOW F.F. 11-1/2" BELOW Ft r55 ELEV. CAN BE NO ELEV. CAN BE NO MORE THAN 1-1/2" MORE THAN 1-1/2" A BELOW TOP OF BELOWTOPOF EGRESS DOOR,*. EGRESS DOOR C? Z-15" x 2-6" x V-0" W/ (3) #5 E.W� THRESHOLD. THRESHOLD. LO FIELDVERIFY FIELD VERIFY 00 L I I 1 (2) #5 VERTICALS \--CONCRETE WIN FILLED CELL SLAB PER PLAN V-8" 8'-0" 11-4" rFM24 BOLLARD DETAIL 40 SCALE: 3/4" = V-10" '0 60 L L �3 �S3 )SE BIB BIB [ T_1011 3 -10" 0 4'-61. A 7 9 1 - -7 .7 -77 7 0'-0" ELEV. FIN CONIC. SLAB rG G**\ k., �3 FOUNDATION @ FOUNDATIO -01, L. 2"10" 10 -7 -7 -7 L i L i .7 LM 127 F_ ELEV. APPROX.1 1-1/2" BELOW F.F.1 ELEV. CAN BE NO MORE THAN 11-1/2"1 BELOW TOP OF EGRESS DOOR NN THRESHOLD. FIELDI K K VERIFYi �3 1�,W H H At/ 'PROVIDE 1/2" RECESS FOR (D L kl� LRIONT DOOR. REFER TO L2'-1 Oj" I D24" MASUN7S- S�OPE FOR- WIDTH FM24 FM2 F ;4 MIA I :111A 4' 01. 10'-6" 10'-6" 1 O'l 4'- i-01. 00 1-4" ELEV. FIN. jl� 4" ELEV. FIN. LID CONC. SLAB Ilo I CONC. SLAB"I!V' Cj Cli. C.j. 5'-8'1 nv_ P2 34" x T-0"x IIA" 10 w/ (4) #5 E.W. 10 LO 2-15" x 2--6- x 1 -.0" W/ (3) #5 E,W. 5 co r7I C? SEE S-3 FOR b zo ECESS OPT." LO HOSE C? BIB L (2)#5VERTICALS (2) #5 VERTICALS WIN FILLED CELL 8'-0" V-8" V-8l' 8,_O" V-84- Al. A" 41. A" T-0" x T-0" x V-0" w/ (4) #5 E.W. 5 5 TYP. @ 2-STORY U.N.O. 1. 10 0? CID T-o" x T-o" x V.0', w/ (4) #5 E.W. (0 0 F__ 0 C0 C_� FOUNDATION PLAN - RIGHT SIDE SCALE: Y4"=V-0" C= CP co tj 0 cc C= �Mc I—E Cj_ o VV/v C, ox, d, 41 , 4 To 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 0 C C', W 0 4-h 'It .0 0 C? 45 ILL r— r— — C'4 0 I Lu co M LL _j Z, 15 ?r. 0 W 0 M Lu < M W 6 00 Z� x 0 z LID C) z < 0 N . . < 0 d L) u) El 0 E] z W (D N In N (D Cj'> 0 V) F_ U) IBME 01 C!, U) 0 < 0 C-0 Cl> z __j U_ C6 E z < R E Z. C1 '1, E Y, .< 0� 01 z z U�l < Z� I � '6� 0, 2! O� � . Z, z CIO _j �0 1. 15 6 0 < W 63 C) 0 z C") < 1< 0 0 C:) (D oo > U CY) co L_ cc CN C.0 C_� ce) CID LL C:) CL Cr E 60 co (111 ca L) C:) 04 CN 0 LO CY) In N C5 co C:) M 04 M LO (0 T_ T7 E CV) CY) LO z M z E M E _0 0 0 'a Ca < _j JOB NO: 23-04725-04730 SCALE : AS NOTED SHEET NO. 2.2 - ___ - I 1 11. � - � I I A" 1111;1� I ill, 1 11 A INIA11 III I . � I I , , I I I — T__F —