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36358 Camp Fire Ter
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36358 Camp Fire Ter
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Last modified
3/21/2025 9:52:26 AM
Creation date
2/19/2025 8:14:21 AM
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Building Plans
Street #
36358
Location
Camp Fire Ter
Contractor
Lennar
Building Plans - Permit #
Unknown
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Cn <br />3 <br />I <br />N <br />P(7 <br />0 <br />cn <br />0 <br />0 <br />N <br />N <br />m <br />N <br />0 <br />J <br />L0 <br />N <br />CD <br />rr7 <br />i <br />N <br />L❑ <br />I <br />N <br />N <br />L <br />v <br />v- <br />cn <br />0 <br />a <br />N <br />N <br />I <br />N <br />J <br />L0 <br />co <br />I <br />co <br />N <br />rM <br />N <br />Iv') <br />N <br />i <br />0 <br />0 <br />i <br />CN <br />N <br />0 <br />c <br />d <br />U <br />a� <br />E <br />0 <br />L <br />C <br />d <br />0 <br />U <br />J <br />f7 <br />N <br />O <br />0 <br />00 <br />a3 <br />0 <br />0 <br />0 <br />CN <br />N <br />0 <br />N <br />00 <br />rn <br />v <br />0 <br />w <br />0 <br />Q <br />Z <br />w <br />¢ <br />m <br />w <br />0 <br />cn <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN o d <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 �' U- <br />OR FIBERMESH REINF. SLAB THICKNESS <br />SEE PLAN. WHERE SHOWN ON 0 <br />FOUNDATION PLAN i,- <br />W g <br />W <br />* c a <br />CONTROL JOINT DETAIL <br />SCALE:1 1 /2"=V-0" <br />#5 CONT REINF. <br />° <br />SEE FND. FOR <br />- <br />QUANTITY <br />° s <br />ya <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />f . <br />°- <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 112"=V-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />I F 6x6 W 1.4xW 1.4 <br />W.W.F. <br />L4v va - <br />d , <br />a <br />d o <br />e v d ° n <br />c d <br />41 <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTING <br />5x5x3/8" A36 STEEL <br />BASE PLATE 10 <br />A <br />I <br />L 5" L <br />SECTION A -A <br />O <br />SCALE:3/4"=V-0" I I of <br />S-T x T-0" x 1'-0" <br />w/ (4) #5 E.W. <br />A <br />S3 <br />55 <br />D1 <br />TYP. @ <br />2-STORY U.N.O. <br />T-0" x T-0" x 1'-0" <br />2" 0 SCH40 STEEL PIPE w/(4)#5E.W. <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />A A <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />CONCRETE <br />SLAB PER PLAN <br />rFM24 BOLLARD DETAIL <br />SCALE: 3/4" = 1'-0" <br />i4'4' <br />18'-0" <br />l'-4" <br />-4" <br />"I Fein <br />VERIFY <br />VERIFY <br />LOCATION OF A/C <br />AC PAD <br />AC PAD <br />LOCATION OF A/C <br />(2) #5's PAD <br />PAD <br />L <br />L <br />S3 <br />2'-0" x 2'-0" x 1'-01, <br />OSE <br />HOSE <br />2'-0" x 2'-0" x V-0" <br />S3 <br />w/ (3) #5 E.W. <br />I <br />I <br />wl (3) #5 E.W. <br />boom— <br />CjI <br />CONDENSATE <br />F <br />CONDENSATE d <br />w -4" ELEV. FIN. <br />LINE 1 <br />( I <br />I <br />LINE <br />-4" ELEV. FIN. <br />1 <br />I <br />o <br />CONC. SLAB <br />2 <br />CONC. SLAB <br />2 <br />I <br />I <br />,1' <br />" <br />6'-8" <br />3'-10" 3'-10" <br />2'-8" <br />2'-8" <br />3'-10" <br />3'-10' <br />6'-8" <br />4-V <br />4„ <br />■ 03 <br />■ <br />■ <br />■ <br />■ED <br />El <br />SYMMETRICAL <br />1 T-4" 3'-8" <br />T-0" x V-0" VERIFY <br />(4) #5 E.W. LOCATION OF /C AC PAD <br />PAD <br />L HOSE <br />S3 2' 0" x 2'-0" x 1'-0" BIB <br />w/ (3) #5 E.W. <br />—ii Fr 51 CONDENSATE <br />-4" ELEV. FIN. LINE <br />1 <br />CONC. SLAB o 2 <br />J IC1J <br />6'-8" 3'-10" 3'-10" 2'-8" <br />/ -4" <br />PROVIDE 1�RECESS OR _ _ _ _ _ PROVIDE 1 y RECESS FOR _ PRO DE 112" RECESS OR I — <br />F— SLIDING GLASS DOOR. REFER TO — I F �L DDI G GLASS DOOR. REFER T I I 0 — — — I— —I — — I <br />I I � (- SLID( G GLASS DOOR. EFER 0 <br />MASON'S SCOPE 1011 111TH I I L I MASO 'S SCOPE FOR WIDTH I I MAS 'S SCOPE FOR IDTH I J 1 <br />00 00 00 <br />PROVIDE LINE FOR f.0 PROVIDE LINE FOR PROVIDE LINE FOR <br />M I I M I ICE MAKER D1 I I { <br />® I M I ICE MAKER D1 I I I D1 ICE MAKER I S3 I S3 <br />S3 <br />Ire , 7 rT� �� - I I r, 71 <br />it I I i 1 3Y2" MIN. 3000 PSI CONC, SLAB FOR 7 <br />r I �2 II �� (I HERNANDO COUNTY ONLY. 3%"MIN. <br />s L 2500 PSI CONC. SLAB OVER 6 MIL I I L JJ <br />VISQUEEN VAPOR BARRIER <br />® I I I I { I { <br />DBL. SINK w/ 00 I I DBL. SINK w/ I I C? DBL. SINK w/ <br />C.J. — — — DISPOSAL _ `o _DISPOSAL — — — C.J. � C.J. DISPOSAL c° <br />-_1 -1 -- - -I — — -(r�-1 - - mr- <br />7� -i <br />I sill II III III II �� IIII I I III �) II r, III <br />I III, J JII I I I IILJI JIII I I I I III JI` JII <br />L ll=---JL-__J <br />1 =_ �- I —� __= 1k I A E <br />12'-52' 5'-10 " 5'- g" 12'-28" ( I 12'-2$" 5'-9j' <br />PWO I PWO In I I Of 0 <br />PWO <br />Id. 3'-1 I L. 13-10" <br />I I I I I I I ILO <br />OL 0'-0" ELEV. I { <br />® I FIN CONC. SLAB <br />C.J. <br />GG <br />S3 <br />® 1 I @ FOUNDATION I I I I <br />1 '-4" I I 2' 0" t 2' 10" <br />® I I IL JI IL JI i <br />1 I I �' I I►(' 11 <br />(ELEV. APPROX. F- <br />1 1/2" BELOW F.F. <br />(ELEV. CAN BE NO <br />IMORE THAN 1.1/2 <br />■ (BELOW TOP OF — — — L"%-1- <br />EGRESS DOOR <br />(THRESHOLD. FIELD <br />K C14 r iD I I I I GO K <br />(VERIFY N I�� H. H.W��I N <br />PROVIDE 1/2' RECESS FOR � S3 L_ — _ `� S3 Co <br />MAFRONT DOOR. REFER TO I I v <br />SON'S SCOPE FOR WIDTH 2'-104' 2'-104" <br />FM24 FM <br />■ ® 10 ® 1 I ° <br />4/ I I I <br />00 of <br />Ln 4' ELEV. FIN. <br />CONC. SLAB 1 <br />PW01 <br />_ " <br />C.J. <br />5'-8" r o 1 <br />N J <br />3' 0" x T-0" x V-0" <br />N L o I w/ (4) #5 E.W. I o <br />S3 S3 "' "' <br />55 <br />D1 1 <br />o <br />A ch <br />S3 J <br />+ i <br />Q "SEE S 3 FOR S3 1 <br />L RECESS OPT," <br />HOSE _ <br />BIB N <br />(2) #5 VERTICALS <br />WIN FILLED CELL--�Z <br />1'-8" 8'-0" 1 1'-8" V-8" <br />GG <br />S3 <br />@ FOUNDATION <br />16'-0 <br />-4" ELEV. FIN.I <br />CONC. SLAB 1 <br />C.0 I <br />C.J. _ <br />O I� W <br />N O <br />I <br />I I <br />55 <br />D1 I <br />t <br />2'-6" x 2'-6" x V-0" <br />w/ (3) #5 E.W. <br />J <br />S3 <br />(2) #5 VERTICALS <br />MIN FILLED CELL <br />8'-0" <br />-4- <br />4-2 14- 3-10 1 <br />I 1 I I o Ell <br />0'-0" ELEV. I I 0'-0" ELEV. rFIN CONC. SLAB FIN CONC. SLAB <br />C.J. - - -�— I- -I 00 <br />GG I I I I <br />S3 1 <br />I I I 1 I @ FOUNDATION 1 I ( I 1 <br />° <br />6'-0" 2' O„ <br />III I 10 I III <br />IL JI <br />oo <br />I I I I <br />L <br />0o K <br />WH <br />PROVIDE 112"RECESS FOR 1 { PROVIDE tl2" RECESS F R �0 S3 N li <br />AASON S SO OPE FOR WIDTH MASONS SCOPE FOR WIDTH I 2 103'1 I <br />1 <br />FM24 <br />-4" <br />0" '-0" 4'-0" / 111-8' 1'-8" 4'-0„ / 0" 0" I 10'-6" <br />0 00 4' ELEV. FIN. <br />v I I Cl) I CONC. SLAB I I co <br />® ► ® I I PWO I <br />2 � <br />o + LU <br />Lo a III <br />C.J. - + _ C.J. _ a <br />N <br />ELEV, APPROX. t I ELEV. APPROX. 1 N I o <br />® r 1-1/2" BELOW F.F. F 1-1/2" BELOW F.F. ® I ILo <br />ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I <br />MORE THAN 1-1/2 MORE THAN 1-1/2" <br />BELOW TOP OF I I BELOW TOP OF <br />I EGRESS DOOREGRESS DOOR 2'-6" x 2'-6" x V-0" <br />THRESHOLD. <br />I I I <br />THRESHOLD, wl(3)#5EW I o <br />FIELD VERIFY I I FIELD VERIFY I I M <br />—� �— I J <br />N S3 I S3 <br />HOSE I HOSE <br />BIB BIB- <br />6'-8" L II L 1' <br />(2) #5 VERTICALS <br />WIN FILLED CELL <br />1' <br />INDICATES FILLED CELL W/3000 <br />PSI CONC. GROUT FROM FTR. <br />TO BEAM W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENTW/25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />FOUNDATION PLAN - LEFT SIDE <br />SCALE: Y4"=1'-0" <br />I� <br />o <br />9 LU <br />ci a <br />c caws <br /><y. W O <br />C'4 tie <br />34 <br />ro a, d .n <br />H �- <br />c � <br />A <br />C <br />O <br />CV <br />co <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers <br />signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal, <br />@ f <br />ti� <br />I• <br />Q <br />E S N <br />U C.1 V N v <br />i <br />V <br />cc <br />N O <br />' <br />0�p <br />C9 N L.L l.L <br />-.� <br />e*� <br />M <br />Cn n 0 a> LL W Lu <br />a <br />d_ R <br />C Y <br />J d C7 <br />L- z <br />o <br />F; <br />Z <br />rev OR oo <br />r <br />co w <br />0 N r- m <br />WU) <br />J z <br />Z <br />w <br />M z 0 O F <br />N <br />O d 0�❑ <br />'k <br />M <br />z N (� <br />O � <br />z <br />� J <br />r` <br />M <br />N <br />z <br />0 <br />0 <br />4--J <br />(z <br />.0 <br />w m <br />ca <br />Ln <br />Lu o <br />c� m <br />E <br />m i <br />S y � <br />Y <br />DJ <br />o <br />w <br />M <br />u- <br />o <br />z Q <br />LL <br />cu E <br />z <br />> ry <br />Q p <br />u <br />sLL <br />w' <br />zp <br />t- ro <br />o <br />o o <br />E <br />&< <br />ao <br />g� <br />�zo. <br />wI:, <br /><o <br />pU <br />m� <br />a � <br />m <br />N m <br />ZF <br />Q W <br />a° <br />zz <br />a 0 <br />CID <br />T 9 <br />u <br />N W <br />m <br />i <br />o <br />w< <br />>° <br />C <br />� r <br />> Op <br />-17 <br />CCN <br />F— <br />cs> <br />T <br />' <br />Coi'— <br />_N <br />CV <br />LM <br />CV <br />' <br />r <br />Cr <br />� <br />60 <br />o <br />C0 <br />r <br />r <br />r <br />CV <br />o <br />L0 <br />:L-- <br />M <br />LO <br />C <br />- <br />o <br />CD <br />CV <br />c\I <br />LO <br />Ln <br />C� <br />N <br />�— <br />7 Cy) <br />O <br />W <br />z <br />E <br />m <br />E <br />❑ <br />d <br />U -j <br />Q 0 <br />� <br />JOB <br />NO: 23-12160-12165 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />
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