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HomeMy WebLinkAboutPLANSE N I' P• N N E I � I ; u 7 Acre Pond o °N j, a N I I I! I I+ 545' I N N I I I 1 !°! �"1 Flomesite t0 I I '.. (23(X290') - Culvert 121Y A We Roadway d 31 e 728' I III Zn l' 545' I I i l l l g • 1 IIII}II }§ I o I I III II� Po din s i I. �I' I } Ian I}Zn II,8,�1� I IIII Illlli} 3I 1I�5lI I ; 4-/220' Ag Irrigation }; i il; Well/Pump oo sli )))5775 }�g 4 de 728' ! 19 I � i i 1 f Svwlae Famme rt � �li��l I�5 I I j i o IU Ill Il�illl oO10 "' I I 143i. 61 I IIIIIII IIIIIII ,I IIIIIII j I I � I � 1 IIIIIII 11111 I ry IL I }Pt t 1 �1 :;rmnnI "I. Me f ` SCANNED BY St. Lucie County RECEIVED FEB 12 H119 ST. Luele 6HuntyiNI'Mltting NOTE: SEE SPECIAL VENTILATION NOTE MINIMUM 16"X24" CRAWL SPACE ACCESS REQUIRED - W/COVER. LOCATION BY CONTRACTOR (LOCATION MAY VARY) DO NOT LOCATE UNDER SHE STEM WALL DETAIL - SIDEWALL AND ENDWALL F_rq--------------.—.._— _--�—_— 6-0• L I o ¢ F g5 VERTICAL REWIRED VLAX ERPTICALS h D. AT EACH SIDE OF AN m NING IN THE STEMWALL OPENING X I =� F_ I :d414L!I:�SFI411 ACCESS OPENINGS ARE TYPICAL AND MAY BE RELOCATED BY CONTRACTOR - PER SITE CONDITIONS STEM WALL DETAIL - MATE LINE _CONTINUOS CENTER LINE r — — 3'-0" COLUMN L �OC, — ___--=--_--______ -- ---_ _---_I __ 4--_ -- __ L----A_ __ _-- _ _I__ � TYPICAL STEM WALL OPENINGS (LOCATIONS MAY VARY) I I I I I 16'-5" COLUMN LOC. AX SPACIN- I 4D M I 0" X 16" CONTINUOUS z FOOTER CHAIRS (2)#5 REBARS o f I I In 6 —0• DO I II -MAX SPACIN a L _ _ _ E VERTICALS ---------------- -------------------------------------------------- EACH CORNER SPECIAL NOTE: IT IS HIGHLY RECOMMENDED THAT CONTRACTOR REQUEST A SERIALIZED FLOOR PLAN FROM FRANKLIN STRUCTURES PRIOR TO CONSTRUCTING THE FOUNDATION. SENYB ENGINEERING SERVICES WILL NO BE RESPONSIBLE FOR CHANGES OR MODIFICATIONS TO THE FOOTPRINT OF THE HOME. FOUNDATION NOTES ■ = FILLED DOWN CELL (#5-REBAR-VERTICAL) VERTICALS ARE 6'-0" MAX O.C. ALONG SIDEWALL AND MATELINE. LLLIL,, 11-06-2018 + ♦ N C E N T ++ VERTICALS ARE 8'-0" MAX O.C. ALONG ENDWALLS SIMPSONS HETA 16 STRAP (HETA16.HDG-16 GAUGE) -REQUIRES (9)10G x 1-112' NAILS OR (8)16d NAILS p ♦ \�� C E S 'r�C ' + ♦ N .� y •� F '. % + HETA16 ARE 4'-0"O.C. ALONG SIDEWALLS AND ENDWALLS AND WITHIN I2"OFCORNERS HETA16 ARE 4'-0" O.C. ALONG MATELINE (ALTERNATING SIDES) ADDITIONAL FOUNDATION NOTES DETAIL "A" 1. SOIL BEARING CAPACTIY = HETA 1esuPa.JnE 1500 P.S.F. (ASSUMED) OR M.A.. SPACING GF SILL ANCHOR TO BE 4. O.L. ALL SIDES AND 2. ALL UNDERLYING SOIL TO BE ogsw�Plxms �TM ANDFASTEN CLEAN, FREE OF VEGETATION, 2XIM1{b q�c�t'j FALNRERS RECOMMFNDST OTHER ORGANIC MATTER, FALTORYWSIOSSURE TREATED MW.'lYB PL UNSTABLE SOILS- SUCH AS MUCK, ALLEOAT FACTORYORWFII AND OTHER DELETERIOUS DXIOFLOOTIE BEAM=HIISE MATERIALS. RZ ALL ONTINUOUS OUNDIT �li�xs�e)�°('Fo"HT.ILeEs 3. FOUNDATIONS TO BE PLACED xg BLOCK ONE RONBELON ON UNDISTURBED SOIL ZNT BEAM WITH WIRE BACK SIDE OR FILL THAT HAS BEEN 9I8•x16' CELL BLOCK -WORT, COMPACTED TO96% MAXIMUM 6 MIL THICK POLYETHYLENE RIM a 45 VERTTIICJIREBAR ATe 0.1 DENSITY PER ASTM D-1557._ _ JOWiSSHALLBELAPPED6NCIES-I- I;�mEs eon woNc�Ls,• 4, CONCRETE TO HAVE A MIN, 28 UNDISTURBEDGROUNDWRFACIr LOPEORADEAWAY FROM FOUNDATION DAYS 0 3000 P.S.I. MIN. SLUMP b OF 5" CONTINU OUS _1 5' S. REINFORCING STEEL TO BE AROUND fFRMETER L16• -N MR Y JJNL RTC ASTM-A615 BILLET DEFORMED OF OME CHAIRS MIN. rOW. GRADE 40. PROVIDE A MINIMUM SIDEWALL/ENDWALL CONTINUOUS FOOTER CONCRETE COVER OF 3" A UAI6 MAY BE SLIGHTLY BENT TO ALLOW FOR CO RRECT INSTALLATION OF MODULAR BUILDING. ADJACENT TO EARTH AND MIN. EACH STRAP WILL REQUIRE A MINIMUM OF(9)10DX 1-117NAILS OR(B)16D NAILS LAP FOR #5 RODS TO BE 25". 6. MASONRY TO BE BXSX16 , DETAIL "B11 CONCRETE BLOCKS PER ASTM C-90 FOR HOLLOW LOAD BEARING �" CONCRETE MASONRY UNITS, USING MOOURRHOMENCA 22C10 RIM JOIST FASTING CENTER LINETIE WMd NOTTO TYPE M OR S MORTAR. oN HCME EXCEED 4•-D•O N TERNATNGSIDEs1 I FACTORY INSTALLED STRAP=SIMPSON ETAI6OR ECIAL 7. FOUNDATIONS SHALL EXTEND SILL ^g1B LOCAMUSTIONS B� 101ED NOT LESS THAN 12 INCHES BELOW C, THE FINISHED NATURAL GRADE OR 3X10 FLOOR JOIST I IDFLooRJOIST ENGINEERED FILL AND IN NO CASE ILEPTM R LESS THAN THE FROST LINE FACTORY: STAULMMP.T. TIEDTOVERTYFLBAR DEPTH. FOOTINGS ON SOIL WITH � SILLPLATEORFIELOMSTAILEO LOWER ALLOWABLE SOIL PRESSURE E EACH HALF. /i ffwF y'LC K SHALL BE DESIGNED IN �Q 6 MIL TALK POLYETIYIENE FUJI De ACCORDANCE WITH ACCEPTED JOINTS SHALL 6E WPM NICHES LAYJb4Qis9FjV114")Q( ENGINEERING PRACTICE. HOWEVER, AND SEALED WTI PDHEBNES TO LINTEL. AS REBARWJJiFlLLCELLS WHERE THERE IS EVIDENCE THAT THE GROUND WATER TABLE CAN UNDISTURBEDGRWNOSIRFACE .., SCANNED RISE TO WITHIN B INCHES OF THE FINISHED GRADE AT THE BUILDING = :<.;:"' ?': BY SITE, THE BUILDING OFFICIAL MAY CONTINUOUS FORMEDMRS3'RWN6ON 1_ St. Lucie Cour DEFORMEDBARDTR AS"S IN REQUIRE THAT THE GRADE ON THE ON DRAMS LAP JOW7sx•Mw. 16" UNDER -FLOOR SPACE BE AS HIGH CENTER LINE CONTINUOUS FOOTER AS THE OUTSIDE FINISHED GRADE, HETAI6 MAY BE SUGHTLY BENTTO ALLOWFOR CORRECT INSTALLATION OFMODULAR BUILDING. UNLESS AN APPROVED DRAINAGE EACH S7RAP`A1 L REQUIRE A MINIMUM OFGTIODX1-II AILSOR(BpSDNAILS SYSTEM IS PROVIDED. TERMITE SHIELDS AND/OR PROTECTION SHALL BE PROVIDED AS PER CODE, LOCAL AND STATE REQUIREMENTS FOR FOOTINGS MAY EXCEED THAT SHOWN ON THE DRAWINGS. IF ANY QUESTIONS, n�l CONTACT YOUR LOCAL BUILDING INSPECTORS DEPARTMENT. 8. CRAWL SPACE UNDER BUILDINGS WITHOUT BASEMENTS SHALL BE VENTILATED BY ! rr-- APPROVED MECHANICAL MEANS OR �N' BY OPENINGS IN THE FOUNDATION Q ®�� WALLS. OPENINGS SHALL BE [�.® 1 ARRANGED TO PROVIDE CROSS v �•v VENTILATION AND SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH OR NOT LESS THAN Y INCH NOR SPECIAL VENTILATION NOTE, FBC-RESIDENTIAL R4081 AND R408 2 MORE THAN %Y2" INCH IN ANY -ONE SUCH VENTILATION OPENING SHALL BE WITHIN 3' OF EACH DIMENSION. OPENINGS IN CORNER OF THE BUILDING. FOUNDATION WALLS MUST HAVE A NET AREA OF NOT LESS THAN 1 -THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO SQFT FOR EACH 150 SOFT OF 1/1500 OF THE UNDER AREA WHERE THE GROUND SURFACE IS CRAWL SPACE. CRAWL SPACE COVERED WITH AN APPROVED CLASS I VAPOR RETARDER (0.1 PERM ACCESS OF MINIMUM 16" X 24" IS OR LESS) MATERIAL AND THE REQUIRED OPENINGS ARE PLACED SO A: REQUIRED. TO PROVIDE CROSS VENTILATION OF THE SPACE. Senyb Engineering Services THESE STANDARDS AND PLANS MEET THE 2017 F.S.C(6TH EDITION- RESIDENTIAL -EXPOSURE•C o. bbl yb � TJe � �E � �F : I DPAWING INFORMATION CUSTOMER: FOR E REDDY CiUSTD G G ADDRESS: 3595 N. KINGS HWY, FT. PIERCE, FL 34946 DESIGNEDFORM FSFROOFNYELOAD NEE. M.BJ. WY. 318 S. Suite. 10H $Di1e. t0D ( BUILDING) V--N0MMATEDESIGN WAND MPH RISK CATERGORY I VAki Ti\TE �F . f LU - 5V n 3LAQK CO'Ex r�}-f- " , n Manufacturer. Franklin Structures -30'-0-1/2 i(76-0 BEARN 0PBF801L BEAFLMO CAPACIry Lake Wales, FL 33859 Once: 8635895980 BUILD) NE16 VIAL DESIGN WINDSPEED=124 MPH (RISKCATERGORY II BUILDING) (TABLE 1609.31) '�� '•F Q-,: ♦ FS '•.�•QR�Q•��\ r•+ �G1YnIn1 HOMES lNT' (''� _.._..,.�AHCPnD:pOHFs aoD eeRrtr. C��C FOUNDATION PLAN PROVIDED BY F�1 DATE: t+-Dsza+a Fax: 1-866.865-2044 www.sen ben ineerin .cpm y g g MARKV.MCHTER,P.EN561916 318S.SCENICHWY.STE100 + ♦: ++ S/ p E' <. VIAL �1 v1 soma Engineering Services G�LLE: LAKE WALES, FL33B53 .♦ ++AAL11 BD:�,mT:.GIYDG.,T,�.TAY,CT.9 •R4nO w4r eHEE 1oF1 ©sowb .1 OFFICE: 8635495980 L L L 1lt NOTPRINTED TO SOILS LAKE WALES, FLORIDA 33853 I RECEIVED -.., :' '..------.---- , "+•. '. - O 8'S 'E 2.67 FEB d 2 ' .35' Manr u¢arl¢usi vzdMxanusT»oaaimx:o ww ,0,IJ , Lucie C ounty Penn .. - fitting FILE COPY ---- -- -- 6§ ": --- _ _( nWtOWs ,� �� C age 9 ZrwaowsJ — __ qq p �1 IXD fAOK (yJJI _C PIFROWS e � , a 1� 50076'55'W 2683.03'. meS > - — — _.— ._.._ ...... ._.. : 1.4Gr.GLS:S4LRc_..-._.. w�davmorc'.. NNGS HIGHWAY �am c. .: .. � .. --- ------ ----------:� IF ST � I W rr---A}" � � � M4aT�V2aMMa.11RA5T v.afG9wX `.'f '�anI11Y RaIDA n54�iWCffLWl Z ila9 ff ".� WWJ 9101N IEIEw E�2 Na AiaR.,alro -GY Rn/OI G9)0119a -/., .!✓)fit ` �✓ ram. 1 .. •. �.� •� - u VAT01 nL .. DF@®Q6Y R1 ➢IE nIM SHEET 1' OF 2'" TqS e �^ n!Wn. Al R6 Etlllln[:i�araBRIRPAST fir' aNO sIXW.TR9 Rf VInN9 TYT µL'. SURVEY NGP N0 RF➢®iT 63 f]PIE$ TMREK AIE IAf vALN ni1RNT TI¢S6NATIWE RtIQINL RAISi➢ � dt� warl[Xa.MALr v.aBLIW XTaRKiPM : aNRl R41¢ax 4a1.xQ6 nn 9OlM r6 Rl: ®F M M 91SIS M.(TE ®! IaAlF6 6.W. 5!r VA UIDm 91 Ex MI[A4 SEPl' @' A Fl.6GIDA LIL4NSEU SIIRVDET®t A!ID WIPPQL u r(�w %. TnQ Gn W[GiIT CN90lHY'T LYU] r6!) TO A lf alxar. ,5M45i Yla9W 'NLlnl 4PNRU V01 NI IC IRS P RBA9 ILL'IULS GF3 NCA0/6 nn tlMAW ' BY � XTOM'M S! 8MI( RR� YI [69T a1F11. ': 'p V91ID w SA,[Y '� IS Kq! 6.]!d r6! anln a. M WIRIt a YA . T¢ml m ®x ra srRmResr vua ra .'...-aaww.o "-:xoxraAsr - i. /LL IRi �6 /f£ nAT Il01RISt® vaeaf Rna. � xaon. f6T� rye. vAa vo srcvlXTwrtx»° ,was wst norf nn naml .am rw rora o.(¢wusr ua aswa¢i.' a: ®w.sew womm[vlaeruu® /� m am y� apt' A mnm a aeR !¢M!X vva nn nsr.To ra aM T LaAII a M BOIIMdsT VA a 1K a :' xwn¢aar v. Ycvl X roRr,�r>. samA m f1EVATR2 tv aRRe � un eAsn ql HAVIl (IAA WFS4 O1gRb¢ MaLLO. ' - C" /G-� . ® uva wus. mn rarrm aawrolna am' .: Drat eom nosy nr rw w�neRma am ema'eman..ro � . (/f/� J..{/�- {Rl' "W'U: '. '.:'P®i�onet. wR (TNG po mw n sr. ua w.qr. rests .. .., +an � uc roa nme a rem .cA Aev! imse " esrsesraR a nuxa ' NII®A Imc@Ieufon m we- .. . - wieerns Taz+ma3 w¢.0 icsi . - r.. � r.. nu, A..Treuv cmt TIIY a neo. " HAMIRSf LAND. SUEVEYNGI INC. GtR16iGA1E OF NfI11aFgATION rldBFR (La 73 _ =" sTrava^rJx+o e. unnnslo conapniTrr _ -445 9TH 6T S.W. Unit 7'" VM0 BEACR M, 32962 I' "BHON& (772) 569-6650 . FAX (772) 770-3446 hayharsOs®Hve.00m mC BOUNDARY TOPO. "DM rsE Mw& III ID2 [ " (� INRICATE$ E%tSTING ELEVATI@1 ' W.EH. EH: ' 366 40 -" 12 20 17 . 1"=100' . '17-474. l '. MINIMUM 16" CRAWL SPACE ACI REQUIRED - W/CC LOCATION BY CONTRA( (LOCATION MAY V, DO NOT LOCATE UNDER NOTE: SEE SPECIAL --�VENIILATION NOTE r- — — — — — — — — — — — — — — — — IbaO`�' �F SO N1D � R6 COLUMN LOC. ILL DETAIL - CENTER LINE / STEM WALL DETAIL - SIDEWALL AND ENDWALL , I I I -5' COLUMN LOC. _-_ -- — — — — ---- I 6'-0' -0 �14,_8_0XVIE6RTI8A TYPICAL STEM WALL OPENINGS (LOCATIONS MAY VARY) 0. VERTICAL ( AX SPACIN( �5 REQUIRED AT EACH SIDE OF AN �5 VERTICAL' OPENING IN THE STEMWALL ACCESS OPENINGS ARE TYPICAL AND MAY BE RELOCATED BY CONTRACTOR - PER SITE CONDITIONS � —r33'-0" COLUMN LOC. I \--10- x 16- CONTINUOUS z Q FOOTER W/ (2)d5 REBARS ON CHAIRS. 0I < a 6'-0. io f-MAX SPACIN I L-------------- /iSVERTICALS---------------------- J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EACH SPECIAL NOTE: IT IS HIGHLY RECOMMENDED THAT CONTRACTOR REQUEST A SERIALIZED CORNER FRANKLIN STRUCTURES PRIOR TO CONSTRUCTING THE FOUNDATION. SENYB ENGINEERING BE RESPONSIBLE FOR CHANGES OR MODIFICATIONS TO THE FOOTPRINT OF THE HOME. FOUNDATION NOTES ■ - FILLED DOWN CELL (95-REBAR-VERTICAL) VERTICALS ARE 6'-0' MAX O.C. ALONG SIDEWALL AND MATELINE. VERTICALS ARE 8'•D' MAX O.C. ALONG ENDWALLS ALONG SIDEWALLS AND ENOWALLS AND WITHIN 12' OF CORNERS ALONG MATEUNE Senyb Engineering SeTI THE2017 F.B.C.L6THEDITIONI-RESIDENTIAL-EXFOSURE•C• 318 S. Scenic Hwy. Suite. 100 V-1-ULTIMATE DESIGN WIND SPEED- 100 MPH (RISK CATERGORY II BUILDING) Lake Wales, FL 33859 V. -NOMINAL DESIGN WIND SPEED- 124 MPH (RISK CATERGORY p BUILDING) (TABLE 16092.1) Office: 863-589-5980 Fax: 1-665-865-2044 MARKV.RICHTER,P.E#56196 WWW.senybengineedng.com 318 S. SCENIC HWY, STE. 100 LATKE WALES, FL338S3 0... .. OFFICE: 8635B9d9B0 \I11111 FA AY;; __1.- \ �NCENr R% CEIVS ;cy F • - • No. 56196'^ v STATE OF '• FS' :� OR\QP •/'�'ONAL FCC,• DETAIL "All 1. SOIL BEARING CAPACITY 1500 P.S.F. (ASSUMED) OR EOVAL.SPACWG 2. ALL UNDERLYING SOIL TO BE MODGIAR HOMEN.CA OFMSTAM6TRAP T05E B'O.C.ALLPNEORWI CLEAN, FREE OF VEGETATION, xxlo (MW�ayyfo,gysT FxLSTwo vnrmx lx•oF ccaNERB OTHER ORGANIC MATTER, FACT k DI PgqE6SURE TREATED MIN2xe PLATE UNSTABLE SOILS SUCH AS MUCK, NBTALLED AT FACTORY h21N FIELD AND OTHER DELETERIOUS xxlo FLOOR JOIST TIE BEAM WITH 1wBdR00 MATERIALS. AAU. COONNTIIINUCODUFI6CAgR�OTN�NDHOME BREAK6 W aW.LFORACCUS HOLES 3. FOUNDATIONS TO BE PLACEDYEx}glocK xg pxERpW esip.y TII:BEAM ON UNDISTURBED SOIL i WIIHWIRE04CKSIDE OR FILL THAT HAS BEEN 2 1 8x12- Tj BLOCW MORTARED JOINR COMPACTED TO 96% MAXIMUM BMIL THICK POLY Ex6 FILM m J 145VHEFIDTgLFEB RAre O.c. DENSITY PER ASTM D-1557. JOINTSSH.MLBEIAPMD9 OUCHES AT BIDES, R'OC. ENDwALIs LAPVNTSWMIN FROMFOOTER ANDSIDIEDINTMADHESIVED. TO LINTEL. FB REBAR DOW N FILL CE W9 4. CONCRETE TO HAVE A MIN. 28 UNDISTURBED GROUND SURFA E DAYS ® 3000 P.S.I. MIN. SLUMP TLOPEGRADEAWAYMOMFOUNDATKIN OF 5' :�:::....:....... CONTINUOUS FDD'R c 5, REINFORCING STEEL TO BE ARouxD FFA1MEIFA �,18• p 'rilicxAIR6 ON.MIN] OFF DIRT R5 MIN,3 AS1M-A615 BILLET DEFORMED OF NOME lqp MW. GRADE 40. PROVIDE A_MINIMUM SIDEWALL/ENDWALL CONTINUOUS FOOTER CONCRETE COVER OF 3 MSTAM24MAYBESLIOWLY SENT TO ALLOW FOR CORRECTWSTALLATION OF MODULAR BUILDING. ADJACENT TO EARTH AND MIN. LAP FOR B5 RODS TO BE 25-. DETAIL "B" MDLT FLOOP.WALL.ANO 6. MASONRY TO BE 8XBX16F CONCRETE BLOCKS PER ASE 6EOTION ROOF CONNECTIDN PEP MODULAq PEP MANugacTUPSR C-90 FOR HOLLOW LOAD BEARING I{;{+ Ij+W^� CONCRETE MASONRY UNITS, USING TYPE M OR S MORTAR. 2-2!{IO PIM JHOVE STIND MWIJIARHOMEN.CA Illlr gNBDME CENTEq LINE TIE DOWN NOTE, fxcE�D4ra•o •����� 7. FOUNDATIONS SHALL EXTEND @LA MUST ENOTCHED SIATLMsrA z4LOcATIONS NOT LESS THAN 12 INCHES BELOW THE FINISHED NATURAL GRADE OR z10FLooa20¢T N 1B noDR JDIsr ENGINEERED FILL AND IN NO CASE I�iU laEls� LESS THAN THE FROST ONE DEPTH. FOOTINGS ON SOIL WITH FACTORYINSTALLEDOUIP.T. TEOTOVERTICALBAR. LOWER ALLOWABLE SOIL PRESSURE 2ESBLPIATEORFIELUINSTALLED m E,DH HALF. �EC ffil H $CK SHALL DESIGNED FO W A ACCORDANCE WITH ACCEPTED C 6MILTWCKPOLYETHYLENEFIIM P JOINTSSHA-LBEIAPPEDSINCRES VEgTICAELI LOiG4TgN ATryyOC WROI _O14,T .FROMFCOTER ENGINEERING PRACTICE HOWEVER, AND BEALED WTMADHEBNE6. TOUFTE k6REBARWWNRLLCEIIb. WHERE THERE IS EVIDENCE THAT THE GROUND WATER TABLE CAN UNBISTURBEDGROUNDSURFA RISE TO WITHIN 8 INCHES OF THE ' -lis c FINISHED GRADE AT THE BUILDING SITE, THE BUILDING OFFICIAL MAY CONTINIrouSFOOTERWD,BSTrM fUAJB0oNCHOSIAP.INTs15•MIpNlxM. REQUIRE THAT UNDERFLOOR SPACE BE AS HIGH CENTER LINE CONTINUOUS FOOTER AS THEOUTSIDE-FINISHED GRADE, MSTAM24 MAYBE SLIGHTLY BENT TOALLOWFORCORRECTWSTA nMOFMODULARBUMING. SHIELDS AND/OR PROTECTION SHALL BE PROVIDED AS PER CODE. LOCAL AND STATE REQUIREMENTS FOR FOOTINGS MAY EXCEED THAT SHOWN ON THE rr DRAWINGS. IF ANY QUESTIONS, •'L� ED FOB E CONTACT YOUR LOCAL BUILDING V INSPECTORS DEPARTMENT. B B. CRAWL SPACE UNDER n� �MpILIANC BUILDINGS WITHOUT BASEMENTS MEANS OR �01 �0���� SHALL BE VENTILATED SE G �+ BYPCHANICAL OPENN SEIIN THE FOUNDATION L`J CIE `1 WALLS, OPENINGS SHALL BE St. BOCC �OV �O ARRANGED TO PROVIDE CROSS VV `7 VENTILATION AND SHALL BE 'COVERED WITH CORROSION -RESISTANT WIRE MESH OR NOT LESS THAN A INCH NOR =G—RESIDENTIAl R4081 AND R4092 MORE THAN X' INCH IN ANY -ONE SUCH VENTILATION OPENING SHALL BE WITHIN 3' OF EACH DIMENSION. OPENINGS IN CORNER OF THE BUILDING. FOUNDATION WALLS MUST HAVE A NET AREA OF NOT LESS THAN 1 - THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO SOFT FOR EACH 150 SOFT OF 1/1500 OF THE UNDER AREA WHERE THE GROUND SURFACE IS CRAWL SPACE. CRAWL SPACE COVERED WITH AN APPROVED CLASS I VAPOR RETARDER (0.1 PERM ACCESS OF MINIMUM 16' X 24" IS OR LESS) MATERIAL AND THE REQUIRED OPENINGS ARE PLACED SO REQUIRED. TO PROVIDE CROSS VENTILATION OF THE SPACE. _I DRAWING INFORMATION CUSTOMER: GEORGE REDDY ADDRESS: 3595 N. KINGS HVVY, FT. PIERCE, FL 34946 DESIGNED FOR 20 PSF ROOF LONE LOAD ME: Manufacturer: Franklin Structures - 30'-0-1/2" X 76'4' AND 1500 PSF SOIL M.B.J. FOUNDATION PLAN PROVIDED BY Senyb Engineering Services BEARINOCAPACDY F-1 n-oSao+B RLv: ,oat-zD19 A E NOTPgINIED TO SCALE 1 AVM 1AtAt C0 CI nIMITNA OOOCD SHEET T OF