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50'-on NOTE 3rwAY FOR FLOODS FRONT AND REAR 8'-4" 9'-0" 10'-8" t 14'-0" 8'-0" t 25 j 35 8'-0' SLIDING 6'.()' SLIDING r-------------------------------------------------------------------------------------------------------------------------------------------------------, PAGE # 3 o I I ----------------, I I I I I I I I I , I I I I I I I I I I I I 0 I I I I I I I i ~ I I I I I I I I I I I I I I , 0 ~~ 'e I I I I / I I I I / I I I I I I 1) IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. 8'-0" SLIDING Co r(, ..- So , f-... ..- r--------------- I I I I , I I I I I I I I I I I I I I I o I I I I I I , I I I I I I I I I ,...------., 8'-11" 4" I 3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO A MIN, OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED UNDER ALL CONCRETE OR OTHER MATERIALS PLACED WITHIN 1 FT, OF ALL EXTERIOR WALLS, A 6 MIL, VISQUEEN VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE, FIBERMESH OPTIONAL or (0 b ..- .' C\l ~ ,. / :r L() ..- 8"x16" CONT. CONCRETE FOOTER WITH (2) #5 REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC. FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNERS, AND BESIDE EACH OPENING. THE MAX. SPACING FOR ANY FILLED CELL WILL BE 8'.0"OC. ALL RODS MUST BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25". [2] DENOTES FILLED CELL LOCATIONS NOT MORE THAN 8".0" OC. :I ,..... .' CO ..- :r o ..- I I , II 11'.113/4" CATHEDRAL CEiliNG RIDGE 17'.11/4" 12'.0" :r o M I I I I I I I I I I I .... -... I I I \ , I I I I I I I \ I I I \ I : ( i'l J: (" _,_.t 1 ';~in:':. I _L.-_-_-_-). J______________: : 2X6 WALL I I I I I I I I I I I I I I I I I I I I I I I I I , I I I L_______________ I II I' II II II II II ... -... I I I~'''' - ""\ I I l,rt)11I ',!.~:I :: ------- I -------, ~ 3'.4" ~ _________, : )) (: ~~l '1 '" _ _ _ _ _ _ _ _ -, I ~ I I "- / /', ------l-"'"JV'lI""'\~I'1\l't:.-1. I , ~ II '- I - -;:::r~=-Y-Jl~ -.:- - 'r ::-'1' I I ..... I 1 I : i - - "t'l. - i: : - - : - ~ I I~ I; : : ~ :: , __, r ~ II I) i~ I) II I 1 \~::. ~ I J' I.(') I I I ') I, I ~ ,/., .) I I 0' I I ',) I, ~::::1-----'.) ~;.:J.: - ~' II '- / I 'I I ~ s:: : : .. - l". f I ~ 1:,01 I L............................J 0 INt>(I I _ _ _ _ _ . _ _ _ _ _ _ _ .J 1....1 Nl I I....... ~ : 9 I'- ,-r-.---.::., ~,: : ~ : RI!C.E,SS SH9-~~ I rc, I tJ II I ,... I ...., ,'" I II 11 I I I I, ". < .... 0*' I r ":'" - - - - - - - - - - - - - - U - - - ./J J J .1- - - - . - - -. - - - -:t _' _. - - -... - _ _,).. - - - I I II I" I I I ... I ,," "".... I I, '1.__...J~ II I M I // '-,I , I - _____.~~~~~~~Lj__________ ___ _J / I I ,------- I I I I I I , I I I I I I , 1 I I I ~ 3'-4" : : : , /1 I 1 , I I I I I I I I I I I I, I I , I , I , I I I I I I I I I I 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _I_ I o I ENTRY 10' CEILING :I :r 0) :I o -' ~ q ~ ?r '<t ..- 5'.11 II ~ -' ..- ..- r------------- I I : STEP DOWN : I 4" I I I , I , I , I I cr- I , I I I , to I I I I I , : 0 I : - - - - - @} - i - - - - - - - - -STf 35' - - - - - - - - - I '@] 1 : I I I I I I I I I I I I I I I I I I I I I , I I I I , I I I I I I I I I , 0 I L----------------.-----------1~~"--------------------------- J 6'-8 1/4" 8"X16" BELLED FOOTER WI 2 #5 REBARS I ~'~ ,'1~;~ ,~t,'s' ~~~~ 1~; f~ CONCRETE ENCASED "UFER" ELECTRODE IS REQUIRED PER ART 250-50.. 1999 N.E.C. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT KITCHEN I BREAKF~ST , STEP DOWN 4" TO GARAGE ~ N C\l 6~~{~ ;). \ C) , q,'\J ~ "'\\~. d~ ,. O\o.~ ~ b , (0 5'A" 2'-0" t 9'-4" So I ('I) ,.- ELECTRICAL PLAN Co -' ,..... I A MONOLITHIC SLAB CAN BE OPTIONAL SEE DETAIL SHEET I 6'-0" ~ ~ 6'-4" 4'-8" 9'-10" 9'-10" ~ 5'-4" 8'-0" 30'A" 19'.8" PLUMBING / FOUNDATION PLAN ELECTRICAL SYMBOLS FOUNDATION NOTES -<?- LIGHT FIXTURE 0 POT LIGHT $ STANDARD SWITCH 00 EXHAUST FAN $3 3.WAY SWITCH .., SMOKE DETECTOR d:b 110v OUTLET ~ WALL MOUNTED LIGHT , 220v OUTLET QD DBL FLOOD LIGHT U ELEC.PANEL + CEILING FAN WITH 1__________' FLUOR, FIXTURE A LIGHT KIT EXTERIOR OPENINGS THESE PLANS WERE DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF (MIN.) IT IS THE CONTRACTOR / HOMEOWNERS RESPONSIBIL TY TO INSURE THAT THIS MIN IS PROPERLY PREPARED AND COMPACTED. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT PER FBC 1816.7 INITIAL SOIL POISONING TREATMENTS SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTING ARE COMPLETED. ALL WINDOW AND DOOR OPENING INSTALLATION METHODS ARE DETAILED IN THIS PLAN, BUT IT WILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE WINDOWS ARE INSTALLED AS PER THE MANUFACTURES ENGINEERED DRAWINGS AND THAT A COPY OF SAID DRAWINGS ARE ON THE JOBSITE AT THE TIME OF INSTALLATION, 2) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNTER HEIGHTS AND WITHIN 6'.0" OF SINKS SHALL BE GFI ( GROUND FAULT INTERRUPTER) 3) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC-FAULT INTERRUPTER "AFI" CIRCUIT 4) SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS (SMOKE DETECTOR PER SEC.905,2,5) 5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF EVERY ATTIC ACCESS AREA FOR ANY FUTURE SERVICE IN THE ATTIC AREA. TERMITE PROTECTION THE TERMITE COMPANY MUST POST AT THE JOBSITE THE PRODUCT, CHEMICAL CONCENTRATION AND THE NUMBER OF GALLONS USED, THE TECHNICIAN WHO APPLIED IT AND THE TIME AND DATE OF TREATMENT. ALL THE PLUMBING PIPES, ELECTRICAL CONDUITS AND OTHER UNDERGROUND WORK MUST BE COMPLETELY FINISHED BEFORE THE INITIAL TERMITE TREATMENT. IF THE SOIL IS LATER DISTURBED, IT MUST BE TREATED AGAIN. IN ACCORDANCE WITH CHAPTER 471.003(2) (1) OF THE FLORIDA ADMINISTRATIVE CODE,ELECTRICAL,PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. CONCRETE ENCASED "UFER" ELECTRODE IS REQUIREO PEH ART 250-60" 1999 N,E,C, MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT DRAWN BY R. S. HANLEY TRUSS AND DESIGN SAN ANTONIO FLA 352-588~2342 DATE: 5/21 /03 ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. D.W. SMITH ENGINEERING - FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING 352-521-0865 OFFICE 352-521.0867 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 6'.0" SLIDING MASTER BEDROOM //". FANI~~~) II ~IOI I I ~. ..'. '-', c,'.,.,~" I '.,' '~~' .'oj '?Ii., <~l "~' ; iI\~ .,' A)r' '~1~.. ~\ " \l~ ~ ,"0 ,,- /; I ~"...,.;I:r{ ,'~&~ . "~',~;"" ::J ~({!J. 56 ~ .j :>)~ }3FI I 1 I I , , , I I : ,r~< t ;-~ I ;t". I I , I , I \ \ \ 1 I I I.~ __. ,~: . ".- -- , >>- t . GARAGE ...... ~i ,------------1 , I :ATTlC ACCESS: , I , , RECESS AHU IN CEILING " <fft,,' 'jl~ - <'l?' OUTLET FOR GARAGE DOOR --- 16'-0" ,~ I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SECTION 1606 FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W SMITH PE# 53608 SCALE: 1/4" ::: 1'-0"