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<br />::=~:v1'ING NOTE5: <br /> <br />GENERAL NOTE~: <br />~IND LOAD DESIGN PRESSURES ARE LISTED AT EACH OPENING. <br /> <br />ALL ~OOD 1J5ED FOR 50LE PLATES OR IN CONTACT WSOIL 5HAL1.. BE **2, PT. <br />501)-n--ERN YELLO~ PINE. <br /> <br />ALL INTERIOR AND EXTERIOR WALL5 SHALL BE **2 SPRUCE OR BE'TTER. <br /> <br />ALL ENGINEERED Y'400D BEAMS (PARALAMS, ETC.) HAVE BEEN DE~IGNED <br />Ave-OR-DINe TO THE TRU55~OI5T SPECIFICATIONS. <br /> <br />SUBSTI11JTtON5 FOR ALL SIMPSON FA~TENERS AND HANGERS MUST BE APPROVED <br />BY ~E ENGINEER OF RECORD. <br /> <br />ALL ELECTRICAL, PLUMBING ~ MECHANICAL ROUGH-INS MUST BE COMPLETED, <br />IN5PEe-TED AND APPROVED PRIOR TO REQUE~TING A FRAMING IN~PECTION. <br /> <br />ALL INTERIOR DIMENSIONS ARE 61VEN TO THE CENTE':<L1NE OF THE 5T1.JD UNLESS <br />NOTED OTHE~15E. <br /> <br />ALL EXTERIOR DIMEN~ION5 ARE GIVEN TO THE FACE OF THE FRAME WALL OR <br />MASONRY ~LL WHICH V'iILL ALIeN ~ITH THE FOUNDATION WALL BELO~. (FRAME <br />~LLS ARE HELD IN ~" TO ALIGN THE EXT. SHEATHING WTHE FOUNDATION). <br /> <br />ALL ~OD IN CONTACT I^VCONCRETE OR MASONRY SHALL BE PRESSURE TREATED <br />LUMSE:R. <br /> <br />ALL ~OD HEADERS AF<.E TO BE NO LE~5 THAN A DBL. 2Xb **2 5YP. ~ITH A ~If <br />5PAC.:::R. <br /> <br />e-ONTRAGTOR TO VERIFY ALL ROUGH OPENING 512E5 OF DOOR5 p.ND lI'llNDOll'l5 <br />~IOR TO CON5TRUCTlON OF THE ViALL5. <br /> <br />l <br /> <br />24'-{>" <br /> <br />1.2 '-{>" <br /> <br />'-' <br /> <br />1 <br /> <br />r <br /> <br />@ <br /> <br />..~ <br /> <br />D <br /> <br />5H 2' <br />"24,{>1/-Z1 p;,p <br /> <br />ALL 5H25 lI'llNDOll'l5 MEET EeRE5S REQUIREMENT5. <br /> <br />ALL ~ORK 5HALL COMPLY ~ITH THE PREVAll...ING 5TANDARD BUILDING CODE5 OF <br />THE STATE: OF FLORIDA. ALL OF THE PRODUCTS AND MATERIALS SPECIFIED ON <br />ANY PAGE OF THIS CONSTRUCTION SET MAY BE SUBSTITUTED WTH05E OF EQUAL. <br />OR eREATER VALUE; HOWEVER, ALL CHANGE5 MU5T BE: SUBMITTED TO THE: <br />ENGINEER OF RE:CORD. <br /> <br />IN ACCORDANCE WCHAPTER 411.003 (2)(1) OF THE FLORIDA ADMIN. CODE <br />ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE <br />RESPECTIVE: CONTRACTOR5 PERFORMING THE IN5TALL.ATION, TO MEET ALL <br />APPl...lCA6LE CODE5. THE 5Y5TEM5 DRAWN HEREIN AF<.E A REPRE~ENTATION OF <br />THE OWNERS DESIGN REQUIREMENTS. <br /> <br />'0'-0" <br /> <br />1.2'-0' <br /> <br />/ ,t>" <br />,- <br /> <br />/ <br />;; <br /> <br />(s) <br /> <br />10'..2' <br /> <br />@ <br /> <br />5H 2' <br />..24.{>1/-Z1 ~ <br /> <br />5H 2' <br />..24.t>V-Z1 P5P <br /> <br />s <br />~ <br />t1 <br /> <br />BEDROOM I <br />CPT. <br /> <br />II'-~XI~' <br /> <br />~ <br />f1 <br />tll~ <br />Ji~ <br />'t <br />~ <br /> <br />.C <br /> <br />1r <br /> <br />~ <br /> <br />'1 <br /> <br /><:\'-0' <br /> <br />L...-. <br /> <br />~ <br /> <br />PAN <br /> <br />zL;o. ~----C[05E;=----=- <br /> <br />.. CP1'. <br /> <br /> <br /> <br />"... t" ---- -1 LAUNDRY '( , <br />fl VINYl- - ~ Ai "-10' <br />DRY. EJ-r-LIN~4t--cL~-- l' ! <br /> <br /> <br />~'" <br /> <br />HALL <br />VI NY!.. <br /> <br />" <br />,tiC <br /> <br />t <br />T <br />WNGReTe <br />PPO <br /> <br />r-------------------~------ <br />I REP. <br />I <br />r--,-- <br />l qH <br />I t-.J <br /> <br />L____ <br /> <br />~ <br />I <br />r <br /> <br />~ <br />~~ <br />~~ <br />~ <br />~ <br /> <br />KITCHEN <br />VINYL. <br /> <br />" <br /> <br />H~ <br /> <br />~ <br />f1 <br />[q~ <br />~~ <br />~ <br /> <br />UNIT A <br />LIVING ROOM <br />CPT. <br /> <br />, <br />j <br />I <br />. j <br />91 <br />...., <br />-1 <br />I <br />I <br /> <br />r\ <br /> <br />I <br />I <br />'. <br />... <br /> <br />J <br />..24.tol/-26.f>2 p:,p <br /> <br />1 <br /> <br />BEDROOM 2 <br />CPT. <br />1I'-~XI:2' <br /> <br />~ <br />.)" <br />S <br />'l' <br />r... <br /> <br />BEDROOM I <br />CPT. <br />II'-~XIO' <br /> <br />24'-,t>. <br /> <br />,j "-{>' ,j <br />r <br /> <br />10'-10" <br /> <br />l <br />d. <br />~ <br /> <br />r <br /> <br />~ <br />'" <br /> <br />I I <br /> <br /> <br /> <br />J05E:\- <br />!CPT. ~ <br />I <br />I <br />--T---- <br />I <br /> <br />{>'-{>' <br /> <br />" <br />~ <br />'(,) <br /> <br />" <br /> <br />b <br />J <br />'I,.- <br /> <br />.J BEDROOM 2 <br />CPT. <br />r0-- IO'XIO' <br /> <br />) <br /> <br />~ <br />~~ <br />~~ <br />~ <br />~ <br /> <br />j <br />N <br />, <br /> <br />~ <br /> <br />-----CL05Ef------- ~ <br />CPT.; <br /> <br />CLOSET <br />CPT. <br /> <br />CLOSET <br /> <br />----------~~!~---------- <br /> <br />I <br /> <br />HALL <br />VINYL. <br /> <br />~ <br /> <br />~ <br />N~ <br />~~ <br />~ <br />+ <br /> <br />~ I <br /> <br /> <br /> <br />~,~B~oN~~ ! O~~H ~ <br /> <br /> <br />Q 1~'/l · : · ('I, Q <br /> <br />CLOSET ~ r--------------- ~------ <br />o-------VINYL __u__= rr : R.... <br />~ r-1-- <br />o ~I I <br />~ I~I ~w <br />~ ~I I <br />!>; I I <br />,( L=~__ <br /> <br />KITCHEN <br />VINYL. <br /> <br />j <br />N <br /> <br />"":J - <br /> <br />------- <br /> <br />CL. <br /> <br />, <br />t", .... <br />..' <br />~1 -j <br />n ! <br /> <br />"-4' C.LR. <br />-, <br /> <br />BEDROOM B <br />CPT. <br />IO'-~XIO' <br /> <br />DE5K <br /> <br />~ <br />-.oc; <br /> <br />.p <br /> <br />LAUNDRY <br />VI NYL. <br /> <br />__u__~ EJ DRY. <br /> <br />UNIT B <br />LIVING ROOM <br />c.PT. <br /> <br />~~ <br />~ifi <br />q <br />~ <br /> <br />----------- ,: <br /> <br />{>'-{>" <br /> <br />.... <br />" <br /> <br />I~ <br />~ <br />~~ <br />J <br />~ <br />...~ <br /> <br />~ <br />" <br />"'" <br />...; <br /> <br />~~ <br /> <br />~ <br />~ <br />c <br /> <br />( <br /> <br />I <br />..24,tol/.26.b2 p:,p <br /> <br />5H 25 <br /> <br />5H 2' <br /> <br />+24.tol/-21 ~ <br /> <br />+24.tol/~21 p:,p <br /> <br />~ <br /> <br />:;0'-0" <br /> <br />BLDG. I $ 2 <br />FLOOR .PLAN <br /> <br />SCALE 1/4"= 11-0" <br /> <br />SQUARE FOOTAeE5: <br />L1VINe AREA UNIT A: 1,111 HEATED 5O.fT. <br />LIVINe AREA UNIT B: 1,111 HEATED SQ.fT. <br />TOTAL: 2,234 HEATED 5O.fT. <br /> <br />I' <br /> <br />. <br />:r <br /> <br />@ <br /> <br />, <br /> <br />j <br />N <br />, <br /> <br />@ <br /> <br />9 <br /> <br />[;] <br /> <br />~ <br />l <br /> <br />\ , <br />CONCReTe ~ <br />PAD <br /> <br />FOUNDATION NOTES <br /> <br />I. THI~ FOUNDATION PLAN 1t'lA5 DE~16NED BA~ED UPON AN ALLOIt'lABl.-e ~IL <br />BEARING CAPACITY OF :2500 PSF (MIN) CONTRACTOR MU:;T VERIFY <br />AND COORDINATE ALL. SITE It-IORK TO MAINTAIN MINIMUM WIL COMPACTION <br />REQUI REMENT~. <br /> <br />2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE-CON:;TRUCTION TERMITE <br />TREATMENT. (SEE WIL. TREATMENT NOTES ABOVE) <br /> <br />:5. FOUNDATION SHALL CONSIST OF AN 8"XI6" CONT. CONCReTE POOTING <br />v-!ITH (2) #:) REBARS ON ROD CHAIRS, SPACED NO MORe THAN 48" O.C. <br />FII.-LED CELl.-:;' WILL Be VERT. #5 RODS IN ALL CORNER:;' AND BESIDE <br />EACH MA:;,QNRY OPENING. THE MAX, SPACING FOR ANY PILL.ED CELL.. <br />It-IlLL BE e'-o" O.C. ALL RODS MUST Be BENT AND TIED TOGETHER <br />v-!ITH A MIN. LAP OF 25". SEE v-lALI.. SECTIONS. <br /> <br />PLUMBING NOTES <br /> <br />I. ALL WATER L.INES COMING IN TO THE House WILL. BE A MIN. OF I" <br />AND ALL WATER LINES INSIDe -mE House WILL BE A MIN. OF :5/4". <br /> <br />:2. ALL PLUMBING FIXTURE LOCATIONS SHALL. BE VERIFIED BY THE <br />PLUMBING CONTRACTOR. DRAIN LINES ARE NOT STRUCTURAL AND <br />MAY BE REL.OCATED IN THE FIELD WOUT APPROVAL FROM THE <br />ENG-INEER Of' RECORD <br /> <br /> <br />2"-0' <br /> <br />4' DRAIN TO s,s. <br /> <br />\. "- PANE!.. <br />eox <br /> <br />~ <br />In <br /> <br />~ <br />H.B. , <br /> <br />~~ <br /> <br />. <br /> <br /> <br />. <br /> <br /> <br />. <br /> <br />. <br /> <br />r-------------------------------------------------------___, <br /> <br />9 <br />\l) <br /> <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />.1 <br />I <br />I <br /> <br /> <br />. <br /> <br />CONCRETE ENCASED "UFER" ELECTRODE I:;' <br />REGUIRED PER ART. :250-50, Ic:tc:tc:t N.E.C. MUST <br />BE INSPECTED PRIOR TO CONCRETE PLACEMENT <br /> <br />to" c.oNGo~Te et...OGt<. HA!..L. . TYP. <br /> <br />I' DOH eLl.IESOAAO iN;,(.IL. OVE~ i' <br />P.T. "'1~NeJ eTRlP& (Pot..""-P'IL..M <br />OVER FIRRJNeJ), FIN1SHEO w~. <br />6.,..-PWM 6OAJQ.O <br /> <br /> <br />., VERT. ReINP'~e;Me;NT IN caNT. <br />FILLED CELL, OVE~\N~ ~ ~TO. <br />HOOl<ED I"OOTINS DO~1.. :2~. MIN. <br /> <br />., eTD. HOOKED FooTIHe DO~L.. <br /> <br />-------------..., <br /> <br />.: <br />I <br />I <br />I <br />I <br />I <br />: ~ <br />I oQ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.1 <br />! 9 <br />I \l) <br />I <br />I <br /> <br />~ <br />\ ' t1:( \1.\\ If) 'fy <br />/'" L .~\..'r-vJ ... G \.... '1/ <br />y\\~~ ~"'- c,')~ L' I <br />~-1\GV-\'/.i :~ ~ ' : <br /><c ,'-<";'\.'\ tI \ ,\\\"\'1"2/: . <br />i1~';' Ai : <br />\ 1t't\~i-\. . L ! <br />) .... 0 f'J ~ l)~ : <br />rQQr Dt I ""~f)\;...Cl : · <br />~2' DRAIN I'" , I <br />~ 'W IVENT I <br /> <br />~~ 0 I <br />~ ~ I <br />I ~~ ~ ~~ I <br />I ~~ ~~ ~~ I <br />'2' DRAI':. ~~ ~ I <br />I I~ ~~~ . ~~ I <br />r~---' ~~~ ~~ ~~~ 4' DRAIN TO SE\.IER : <br />IrbYf,.----,-..------ ~---------._---------------------------I <br />I: ~, I #,' 3' DRAIN : <br />II I # I <br />Lt"'---~l I ~ <br />I #, I lIr <br />:' 2' DRAIN : ' <br />I 'W IVENT INST ALL DRAIN LINES " <br />: #' <br />I FOR AHU 8c \.I A TER HT R, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />TYP. FOOTI~tG DETAIL <br /> <br />SGALEI 1/2"=1'-0" <br /> <br />,t>'-o' r 6'-,t>' l' 16'-0" 1 1~'-4' <br /> <br />r-------------------------------------_____________________________________________________________________________ <br /> <br />:. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~'-o" <br /> <br />25'-0' <br /> <br />. <br /> <br /> <br /> <br />. <br /> <br />r-------------------- <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br /> <br />----------, <br /> <br />{>'-o' o.c. MAX. 'TYP. <br /> <br /> <br />4" FI.-OOR SLAB or- 3000 PSI <br />CONCReTE REiNFORCED <br />we"xe"-(OXIO V'lWM (OPT. <br />FIBERMESH CONC) OVER e MIl.-. <br />VAPOR BARRI ER AND CLE:AN, <br />COMPACTED (~5%) FILL, TREATED <br />FOR TERMITES. _____" <br />--- <br /> <br /> <br />9 <br />.. <br />N <br /> <br />· I EJ 2' DRAIN tC) <br />!ORY. ""$H. \.IIVENT~Q /~ <br />I #,' ~Z' ##' I <br />I , I,' , I <br />:,' 2' DRAIN #. #~, DRAIN: <br />,,# " ,# I <br />---, # , I <br />~.._-~....._...-........._......._.....~~... ...~._...._.._.J <br />I ~ I , <br />,I ~lOW I 3" DRAIN <br />II I <br />iii I ___J <br /> <br />I~ <br />I ~ <br />I 2' DRAIN <br />: 'W IVENT <br />I <br />I <br />I <br />.1 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />. <br /> <br />~ <br />--, l <br />( .,........ .. <br />...- <br /> <br />ALL INTERJOR <br />DIMENSIONS ARE <br />TO C.L.. OF S1'1!=' <br /> <br />~ <br />:! <br /> <br />1 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />:. . .... . <br /> <br />~--------------------------------------------------------------------------------------------------------- <br /> <br />} {>'.to' J- 6'-{>" J- 1~'-4" ~ 6'-{>' <br /> <br /> <br />INSTALL DRAIN LINES <br />FOR AHU 8c 'WATER HTR. <br /> <br /> <br />UNIT A <br /> <br />. <br /> <br />LIVING AREA <br />F.f. ELEV. 0.0 <br /> <br />~ <br />?::J <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-----------------------------~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />~---------------------------- <br /> <br /> <br />FII.-I.-ED CEI.-LS VVVERT. <br />#5 REBAR.:; <br /> <br />~5'-o" <br /> <br />.~ <br /> <br />HA~H. <br />, <br /> <br />, <br />D~Y. <br /> <br />C. \. (.J L~\L HG\81-rrS <br />r l'~ \')) I r \...7 . \ c tl <br />/ L\ L)2- \,.; bV\ I r.J \1I't ul^\. :3 I) <br />Ilr~\ 711-- l ~~ ([ ~ ,;L)/ <br />\() IJ.... l/lti"'~ J ..- <br />Y' 'P b p---v)) 17 A}:..) ') t; j) -(0 \ L~ '))-z.. <br />UNIT B L/~~~ <br /> <br />LIVIN6 AREA <br />F.F, ELEV, 0.0 <br /> <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I I <br />I I <br />~----------------------------------------------------------~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />. I <br />I <br />----------------------~ <br /> <br /> <br />{>'-{>" <br /> <br />~5'-o. <br /> <br />SO'-o' <br /> <br />BLDG. I $ 2 <br />FOUNDATION PLAN <br /> <br /> <br /> <br />~ <br /> <br />..., <br />-f- \ <br />..._1 <br /> <br /> <br />. <br /> <br />. <br /> <br />~ <br />~ <br /> <br />AI.-L DIMENSIONS <br />ARE TO rACE OF <br />MAWNRY, U.N.O. <br /> <br />. DENOTES #5 VERT. REINFORCEMENT IN <br />GROUT FILLED c.ELL5, OVERLAP STD. <br />HOOKED FOOTING- DO)t\lEI.-S 25" MIN. <br /> <br />SCALE:: 1/4"=1'-0" <br /> <br />V'!/FLUMBINe LAYOUT <br /> <br />Thate pIons were prepared for thIs buldlng as Q minimum aervlee b~ the desIgner. The <br />Contractor and/or Owner must verify all dimensions and actual site conditions. Tha <br />de$lgner does not accept any reeponeibDlty for oml88ions or errcn contalnO<J herein. The <br />cllent understands that the desIgner como. no IklbUtt~ lneuranco and therefore agrees to <br />hold harmless and defend the deal9nU' from all clolma. 1088et and expenses (Includtn~ <br />reasonable attorney fees) anatng out of Of resultlno from the project. The desl9ner wDI In <br />good faith attempt to pro~de error free construction drawings, but In the e-..ant errors <br />occur, the designer 'NUl not be Ifable for cost of repairs or dela~ to the constructfon. <br /> <br />:z: <br />.~ ~ <br /> <br />- 0... <br />~w <br />C):;E <br />~~ <br />W~ <br />ZO <br />- ~ <br />---I{/) <br />~a <br /> <br /> <br />~ <br />~ <br />U <br />::! <br />w <br />Z <br />:J <br />~ <br /> <br />~ <br /> <br />~ <br />....J <br />U. <br />~ <br />~ <br />~ <br /> <br />...... <br />ij <br />...... <br />~ <br />r0- <br />M <br />~ <br />co <br /> <br />z <br />~ <br />w <br />OJ <br />i <br /> <br />r-- <br /><0 <br />CO <br />CO q <br />o ~1- <br />~ C".I UJ <br />l.O I..C1Z <br />~o::~~W <br />UOI:OC">J- <br />~~~~~ <br />ii~tru..~ <br />uJ ~ ~- ~ g: <br />.-J-COI <br />a.~Uqa. <br />::c>W~W <br />I-~~~~ <br />~moC'\l-1 <br />000) ~< <br />~ W~ <br />. Z w <br />o 0 <br />:r: <br />a. <br /> <br />en <br /><I>>:C C "'0 ..- <br />.+J .- 0 0 <br />~ Q) oQ)9 <br />"U.o C ..c ~... <br />- Q) 0\ .+J <br />+' ~ 0'- -g oS W' <br />o Q).+J (.I)._ '+- "'0 <br />.c '5 q) ~ 0 0 . <br />+'~~"UL-CO() a.. <br />~"U "U :S ~ ~ ~ ~ <br />.- c,- ~ c ~ <br />.+J C :J ~ en ~ .- 'E- <br />L-Oo +' "'0 <br />Q)O ~ Q) C c;:: (f) <br />"U OQ)O:J <br />>.Q)"U C E~lD . <br />.aECO 0 .;: <br />Q)L-O==~Q)OC <br />L.. 0 0..- en -0 0 "U <br />Q) ~ C E:J 'C ~ .- <br />..c: '- 0 r::r L.. 0'- ~ <br />Q)-OQ)Q)_"'O <br />_ a. a. 0 L.. o.L1- Q) (:) <br /> <br />':., <br /> <br />~ <br /> <br /> <br />,.r- <br />f:) <br />, <br />J1 <br />\ <br />.", <br /> <br />en <br />w <br />>< <br />W-J <br />c[u.. <br />W::J - <br />NOen <br />W -J <br />WW~ <br />0::::::> I <br />aJZO::: <br />u5~?c <br />U)<(D... <br />:cW <br />I-N <br />0::: <br />o <br />Z <br /> <br />Issue Date: <br />01.03.05 <br /> <br />Drawn By: <br />WWM <br /> <br />1204-06 <br /> <br />FLOOR PLAN <br />FOUND. PLAN <br /> <br />