Loading...
HomeMy WebLinkAboutFLOOR PLANSD GENERAL NOTES: 1. AOLta m Cw asBNDID mI P OWLS AllN110=0 6 6 090m R AM FIRD OW txf m 1p�x,AN®nol AmM�u. K Own onwoF i All. W= 51MLL BE aPFMYaF FRM M EMU SK WFHMR M USE OF A a B0.W SHALL MI)T l 11.E NW WLr OPONIO) N191 fiats 1 LL OlA>flO RIN A N MM MC w ODaq ND8 BOII01 mE 6 Iffi 111W O NCIES ABOYF M im011. /10 !LL fUaM N WOI6 SINE E S1FER ITuvm a AONID PLLOC 9�. a F100R OLSN1 tOE lnc - m v8 a sEmlc DERR! w�imR LtOR x. at W (A iL) 7. OCCIF111IE B Sl.ps w NLNL bT SmiRA°pa 0 w waR w�iM Ismwl ON OF i R2600aR KiM BM-m15� [ 7 11®OE NMM iiL1EE/ AIM mUWEMroBM SIMI OR la PORD1aE fK 09IalBFll eEI ■Y.PA. - 10 I SEN1m R OIIEIIS M sm AID SN j m 1901E A1LLICIIOL I'. am6aLIoam THEM OxmwsxLcmwmrwmmm 12 M0An9a6 FIN � 900Mw IO�IM:I/d� W�a�M Q M � -.. 1L m C w MM 51NACT IRA mmmq E OLSgIIOFD N Fam 1!N w 10M I= w AfaBIYFD SIR M m Alp N mg1V1a IT9F M YID 0ENa1 2a TlIZ P1M6.C9ELl WIN AIAE 6i1 DImL1 APPWW4 ELECTRICAL NOTES: 1. NL OCD3 MO 1911nO0 SINE E MOOpm w A90000a IR11 M AFFVAPRMn ARL1p w. THE MOMY. DaT1rx OOOE DM i NDI lAx FIIIIAp /IE MRL1ID M CIO®I INlY SWL � 900Aw s Li L L 7. L WMW LOAM MIT WPM M 24 MAN UVE SIOLL E COMIECIM W A MECHANICAL NOTES: L ALL WIILr M IEi� 1MNL E 2A IOp [ 2A MDIR A01D2rAwE KII 10 21Op a 2p N06 C®E1 ONIOFM I�XaA95 aL7. 1N® o9aFNE 9ne6 N LFpmanam PAQa NINE AaMK�E i 91�AILI�K� �� m VDIDAIm AIDS i M M p�iNN1 �EIO MD�E9 M Eu�N FwL K vI®m rm L KR FMs sxMt E 91DIED m x [MEIN Alp lllraa AT Ai AFFOVm IDN w ♦ NNC [wwLIMFr w1Mt E mwm 1F9M W1>a rFBaI r r0wa � �ID �I �� Oi+DRMF �� POR GM MIN PLUMBING NOTES: t. 10IER 9KL E ROICOFI fI1N IDNti7gamlR OP01 fRMT SFAIi i REST RD9I11W 1. awL c CNF7ID NN I1a116W0R1R YOaPL W A MwwAN 1HmD w y IIDp uF FNmEaO 9tWLM �9 �OLmomix. W&mo1EE1N SUP.K TAMS EXIEKB a C61Np Am mlp ALL I25NmINrc FOR Olw2ae am vmxm AND SIR1LE NN mIN lDr 5x0M M RON RwL a ALL lllldD FDIMI.1 9tNL 1RI[ SEPAMIE SNIIOFF 1/nFS L a1Q IIA>4 !RILL INK WETr MAN sN 1 IDOL ARM m OOOo. T R P EIE ACHE RFIN 2AAw ro 0110Ia1 NO A wlfl m wv1[ NIIN a tar M A Ca0 ala NFPLT LIE IOEI $IVRY ES 9W pE PIIW Olt SIDE M. OX OOIRR Nd mf- L NM CIOSFm AE LIE TOE AND IANWI ARE RUSII WK IME UK ➢ D1� SI ` LURECT ` IaWm.E AIM APPIWAALL A10 SHE NsrLTm R ORFNL7. ICI a®6 511111.E 9alllalID n M /iSSDVm EOM V/E-RIIII A MAtLa1 a= WHET 1UPNRNE w 1w (FIR%). il. M13ML D09lBpl OEYDE / EYw® R tNDt LEVER ILTALMEO. A00 i NR 9Dwl M NIASD RAIL 6 map Alp 9E 16TALMD R W 5 a TD 1=AL APNNION. 12 W IM RE9 N41N1®M A w1LL D9�D m M NIm1 NYL E IOGItO K KAIm ffi w M wYl MSIAAIDL aia IR1C pallor N M 111001EIOm AM SINE E SDXATK PW M =WADI A M N IIRAA 11 PAID Y amOOam SPASM MUST E fl0pim wN NfiaATOI aYE F to no trr IwYY M t w t5 N ADMGNa NM �.TM iPLt w5F IL smu ATTENTION LOCAL .:fiPECTIONS DEPARTMENT SET w NSTIMMQ9 I M THIS MOKU UNIT ME INCUM SIT ATNOX9]R TO THESE RAFa ANY P SET *I DNS NOT I CIADE M ATTACHMENT ENRIIED Y6TALLATiM ISTDIOTOW AM NCOIRETE BEIlumlICE A SIM 010 BELT EN M WAAHOME OF MI LTI-MMAE SEE CROSS SEC11M M SITE WIOECCN7R BEIEMI YOa11E3 CF NILM-MMAX SEE DM4S SECIDM INNI M6 AT Rw LLMECHANICALMECICAL W06 IIECTIIA L EI L 1 E DECTRIM CONNECTIONS NIA, EZA E2.2 F. FEE STOPRM ! flNNA1MN OF AR NFLIXAM SEE m tB NEON M FaL0E10 HEMS HAVE NOT NDI CNREIFD. BY M m WIFACRRO)L HAVE NOT NEN N1P031FD BY H=ir.P.a AND ARE NOT CORM BY M MWIN GARDENIA MNLLM LANE MOTE THAT THIS I= DOES NOT NEDE WEIY LIMIT THE ITEMS OF W= AID MATERIAL THAT MAY BE RE9NBD - POt A COMPLETE INSTALLATION. ALL SIM RDAIED ITEMS ARE SUMECT 10 WPAL AAOOMTgM A PRMN. CODE CONCIXE EAT BE aRIIID AT THE LOCK LEVIEL 1. THE OD PLETE FOU IATIM S PPO r AND TIE DOwt STSIFY i RAMPS STARS AND ODIE tAL AWESSI ro M BLEDI NCI 1 PORTABLE f7E DIIMMIMEP(S). a BUILDING DRAINS aEAEmTs AND Hmmiv TO PLAID SISITIL L U.ECTRIP.LL SRWE HOOK -LP (INUMOM FMDOM M M DRUM L M MAN ELECTWAL PANEL AND SaHFfIDfR4 MLD-UMS OWN) . 7. 0009MIDM OF DEGIOC/L CIRCUITS CROSM OVER IIOORE MAIBI"- (WLII-WIll OLY} a STwjm RAL AND AW E= waltoo moomin servIEN MmiLEsI DRILIFIMTS CLV). LIFI E STOPPING AND AN I ALINAIDN SIOPPW SHAH E I STADID BETII:IN M DD S M ACCORWI= WITH PI ML SECTIONS 716 AND 2305. STOPPMO MATERIAL AND INSTALLATION 6 DESam DY OTHEM faPOtTANE FIE onvoAS ER pm K.FPA - 10 WTALIED Dy DT EIIS M SITE Ale SLOAM m LIXAL AD®ICDCIL ATTENTION LOCAL INSPECTIONS DEPARTMENT SITE INSTALLED ITEMS x Io119Ep TRIO 111•K Nor m eawnm n x N16FACitR NAK ler m IOFaa R RA00o AO .11E NR fOt6p R x RA1c IpL.AR l.d Etc IaT t16 LBF 9Da rOF IM'ffiA<T INN K MOP w FAIR MD aOPa MAT aY L A[wNFD ICI A fAREt[ IDrW111Y1 ALL S2IOAla IIaE K SINE! m lRall aA1�1a AFReM. rmc CNNwa rLr E DIIDIwo AT K WCK alp. a ONRa® mIAfIIN N NINm a11L YRIIF ORAIt ILFAIgRL Ale 1m� W N1I�e fRFll L xD¢ �L>ONa MEV bMIYD I� W a x FFAw FFnax PAIn Axe Lw-r®m L DaIRXANi w pFWlwx aolw aiosw 0.M1 lmA2 aI11INe - ll[L1HAFw OlLl7 l t2I1C11wal CID AISIOC xl+NeeD¢101I IEtm MmaEI LOa`R I� L=0 NO IN SPIN DO A30 tatllOOl AID POOR DIM �D 810E 901EO129 PER CDOQ. 11.NNI N m FRlMlbl'CRL PI.W EKf • IOECML AALFI m N am n DOFp0. Yw.1 m lR1iA NOTICE RW W APPROVAL 6 MDT VALID IN THM PORTIONS w LISTED7 SMON EDETERMINED MAL METEOROLOGICAL E LOAD. ELECTRICAL SCHEDULE waMll RE D•aM NNwCiUIE 9ED cau 1.3 MMW >E Fpl YW P® L 7 RAIL Sw p7) 10-2 m 2 101IIe WA 12-2 a OC 1m. fwE N CNR ELECTRICAL PANEL SIZING: OESCRIPIION DA GENERAL LIGHTING KW 22 J2JECFP6 AT 19WA/1090- 22 AIDE HEWER 63 IN - Is -L-FANS A .3 XN X 125- A TNAC 10.3 IVIAL 21.7 XN 10BA/210 X f000- 91 AMPS NSat1 .�.. AIIP PANEL 120/210 V 1I STRUCTURAL LOAD LRIUATIONS, FL A500 Psrftoo PSF 2000 LL CMJXNM7m LOW IDw NE Lam w20 Psi Ia w SNOT WFa N/A ll E CUEGOBk I PER ASOE 7-W D CWSURE CIAS561rATM1! DCLMED AID LOW: A740 URN we SPEED LW - 1.0 MD IP6tTNLE FACTCIL NM CAT. I a C VND MPOAIE CAIEGMY MOW - 111I NWI MAL PRESSURE CODTIN]IT ROW COMPONENT w QADDW IOW EPr - ZEE 1 : 42.7 PSF ZOE2-71A PW ZONE a -107.7 PS' WALL CIAM"r L aAM M LOAD (ooMS/111100es) F.Px - ZC E 4 -462 PST 20E 5 - 57.1 PSF MTM SLDW 6 NOT DFSIOIm RD PLACEMENT M M IWER NA1F w A ELL OR ES'AWIDER Et WW 15 FEET IN HOOK.. SOS= LOAD, N/A ROW LOAR THIS BUDWO 6 ROT DFSIahD m E WCATED N A P=10 HAZARD AREA 0 ADCO APR U 7 2006 R. JOHNSON v OCCUPANCY A ROOT LL WBLDYHACITY `LL--'Am SE6WCW&CAT e FIREW c P mmmus! ILytw APMVA'DATE lllle,, wiv.TYPE bV OCCUPANCY - F100RLL _` Pg wwvo C(TY I4o MPH "ERATT9DOF EXT. Wmis 6 HRS AugmAum �OFRflOI1S I ....w�...iFecp e�Ni RA STRUCTURAL lD LIMITATIONS S.C..GA.,N.C. ROOK NNE lela A W F9 L 20m m COImORAIm lem OJDI a0 NM i A NM AREA IDCAILD NANEIE ON n9DR few LIFE lum A. W P A for - w m OMIAD SWE LOAD L IN -165PWFIATWW9WtW a CA - 12 9m RPOR E FACRPI L N - lO sum so"OEE wo L a - 1.1 Sm THERMAL FAI=* A 1M MAN ae SP® L Y - IA OO I60IL9la IACIM a C e 09091F E cAlla M Of{S - 0.+. Ew NIEIOYL FlLS9R[ W6FXAFQ L P.- 512 W wRL TD MW w CLAMOR IOIO F. Pr - N2 PSF IIWF CONOEM L CIMOFD LOW a THIS ll 9 D MDT O1&911131 MR HIL9ON M IPPDt WF Of A ILL M ESCARPMENT EIZEEDI D I FEET N NOW. sew LAID A 1 SEBIC LIE OR01P G IN s IDt�mRm RERSTPD SYs1Ot M C SDt OLWN aRL011Y F �IDA9 EC9Mi®Ir a Sift - "Ide DSNNL N'3aH C06ilCDlT N Y - 1LI LI CESDM 06E SOW L I - I5 Eom'OCN: MOw1GA1pM C0F7E1NM /9!p DESOM TO E LM= N A IS DRAWING INDEX IL IL 1 OF 5 COVER SHEET 1% 2 OF 5 FLOOR PLAN IL 4 OF 5 FINISH SCHEDULE 5 OF 5 CROSS SECTION 1 OF 1 FOUNDATION NOTES ID m NI ND MNER THAN .N 0DL1 Mp AI01E x Rme m R ILYN- E PRDlaO YAIm m A Map w FOUNDATION: w AC®LQ PFN K AF.wIOENw w K ROaA 1M`AROpr a WwAN1T ARMa DQ wA1m wAlw 00 Nor mrtAr ILIaIaF fIIPET A1w a mwE Si11p Ntn. AFO tImL11NIa x AbrpT /Dom w wllo FIAT wi2u0 E aNuc®m mwF AwRo- NNa IiAAMtIN wAis I IaxIIA10 wAiw AE m- IIm R O1DR M AROIpIAMINm w YNp.wNi mIRL Apr E Nor 100®[ N ILIwI FN x 1we- o1m mat CID x FDIMNNRL FerDIMN¢ w K wIeBELT1E1 INO+Iwa oalma Alp f+la6 RIUTNP IIRO tm CODE SUMMARY: STATE BUILDING ELECTRICAL MECHANICAL PLUMBING ACCESSTBLTY ENERGY OWE T004 FIN: N FLORIDA 200] NEC 2004 RAC w/ 2004 FPC N/ ADA//ANSI POD CHAPTER 13 2004 FFPC 05 SFPLEMENT 05 SUPPLEMENT A117.1/FACEIC. 2DO3 APRA 101 TH A•AARROLINA 2003 BC 2002 NEC 2013 IOC 2003 tPC ADA/ANSI 117.1-98 2003 W= GEORGIA2MS NEC tw I/OO AIO6L CAROLINA NCSC 2992 2005 M.C. ELECT. cow CHOW E FW P.E CONSULTING DIiFFR SE PEITIM&IRM R. 33=- 4)`i A IHt/ INC MIN AMEML a0oo ��•��1 AiD 1iDa CHAPS 121)-}5 2000DECO *103 05, at 05 AMEND . 20D2 NCMC 2002 NCPC ND 2 EM�/ W2pOpE4 A MENR NO ENERGY CODE 2002 E0. DIAMOND BUILDERS INC. P.O. BOX 22W 439 THOMPSON OR DOUGASS. GEORGIA 31534 (912) 384-7090 E 5-31-0 THIRD PARTY: RAWD 5456 CRE SPM St. TAMPA. FLORIDA 33634 LE : AS NOTED 813-243-CM M SEE N07ES REVISION& e1E G.E.F. EL& W RAD. Fl. SC. CA, NC. DBI-1244W STOCK SHEET 1 OF 5 COVER SHEET ,Noe Na I F� 00 EILWALL FAERATW PLAN NUMBER AAY. DWNIONG FODNTAN AAV. SINK �G Y� DWV RISER NTS "I O 36'-10' 33'—B' 31'-4' 7' CHROMOMITE 6HI 240V., CKT. f 5, 7 O a BO OFFICE TILE JJ• 2 — � 462gS A STWD W/ VIEW — WITH Y GLASS OF 2) i+t 37'-G' OON6LTYPE v o=JPANCY. , WIND WE L W:1DYEilIC:IV _L-IIOH. FFffiRATNGOF ULWALLS ° NRS &MAbEND. 1 RAY NUY6Ee Redawed ey o NO. SIP .0000029 ►t4 (D 31'-4' 32'-2' — 24' 3'VIR 17' 6'PLUMB WALL A.A.V O 4677Hq F FF TILE v D 6 GFl 4627HS PHOT OCELL 22'-4' - Rya®CO APR 0 7 2006 R.AIOHNSON 8 SNK LAV r I 3/4-0 INLET ' WC L• CHROMOM17E WATER HEATER SUPPLY RISER. -NTS—. I 2 O 13'-4' . H//C WATER FOUNTAIN 5'-4' Lb CATION MAY VARY CAAi r 4 OFFICE —TIC — 2 O 14'-2' 462q) A DRINKING FOUNTAIN 5'-4' SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTKIN. COLD _ NOT ALL SUPPLY LINES SHALL BE 3/4'. ALL STUB -UPS SMALL BE 1/2- UNLESS OTHERWISE SPECIFIED. OEMN E FMK. PE 0d19ATNG DNJEfl1 sr. FEIIRSBUtC, ti 11•roB T44006 0 7 2�6 . A 1• LINE PLENUM W/ 1/2' GYP. BOAkO 2 1/2 TON HVAC (BARD) B � WP W 10 KW HEAT GFl SVIP 1005 CFM O .5 IWC ESP 240 V. 1• HVAC UNIT PROVIDED FRESH AIR INTAKE. K CKTi 1.3 10x20 OVERHEAD FIBERGLASS DUCT W 14'x14' R A G ILLE STUBBED DOWN INTO PLENUM NEMA R-3 PANEL 200 AMP PANEL 1201240 V.. 1 o (36 A.F.F.) .I-Amre d r FIE MAW RAL SRAIpN H� FK A1N01 IOBI/SiR00E 6J{� DS 11FgPMPE 12D W Sp "m MARtI sn oeE txFlr (5 9101E RECEPTAPE 240 M O rmaw RAT {l} LIGHT f. IO FDE.SOHE FbffW UM 2- 3W TUBES T IEM t�N " ® Ours 0 VENT FAN POIR N.B_P-I SPAT ® DO16 VENT FAN • IIPR � ' ® VRKY AR IEnM TFIFHIPE NPI Rom AR amaTm n� i MXMH t 7 MY SWIPI �OJ� WR RBI EMSL{ IL49AT FLOOD UOIT 2-UM DULN BATtERr eAaDr Y B DIAMOND BUILDERS INC. P.O. Bar 2200 43B TiOLPSON OR: DOUQASS. GEORGIA 31534 (912) 384-7090 5-31-05 TKRD PARTY: RAD00 5456 CRENSHAW ST. 1/{•�7•_0• TA PA. FLORIOA 33634 613-243-0370 xl . FL. Sr. GAL NC I DBI-1244W STOCK FLOOR PLAN G.E.F. SHEET 2 OF 5 FRONT ELEVATION RADOO APR 0 `T % Fi. JOHNSON NG AG PRnnAND F�E CWLTWE AANCY ICTML15BLEORSCAFFMVALVA F RA REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION SCALE: 3/16" = 1' - 0" ODNST. P'Fl: V - - 0=,VA= B FL00RL.L WIND YEILxRY T4 SELSYICDE&CAT c E%T. tl/11LL FIRRATNO o FRS PLANNUMBER D h 1 44W APMVAiDATE 4 (l /at MMM E FW P.E CMG&Mw Doomm St. Paumm RG, R. 331D5 ii {'^ �^_ 6Nwf� 07 2 AP 0 7-2006 ELEVAMON NOTES: TYPICAL SEE -CROSS SECTION FOR NETNOD OF ROOF VENTILATION ACCESSIBLE RAVP(S). STAIR(S), AND HANDRAILS ARE SITE INSTALLED. DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. FOUNDATION ENCLOSURE (WHEN PRWIDED) MUST NAVE 1 SQUARE FOOT NET VENT AREA PER 1/150TH 01 THE FLAOR ARE/ AND AN Jr X 24' NINIMUN CRAWL SPACE ACCESS. SITE INSTALLED BY OTHERS SUBJECT TO LOCAL - JURISDICTION. DIAMOND BU P.0. BOX 22MGE 000C1A.4, GEOR(iA 31534 5-31-05 THIRD I AS NOTED SEE NOTES FA i RADCO . FL. SC. C.A. NC. DBI-1244W STOCK ELEVATIONS RS INC. 439 THO PSON DR (912) 384-7080 EADCO .AN CRENSHAW ST. FANPA. FLORIDA 33534 313-243-0370 G.E.F. T O. MATERIAL SCHEDULE NAME SIZE TYPE OF MFG. NAME GRADE COMMENTS MISC. SPEC ITEMS HITCH DETACHABLE 1-BEAM M12x10.8 OUTRIGGER W/ CROSS MEMBER 48' O.C. MAX. BRAKE AXLES 6000 LBS (2) W/10 PLY TIRES O= TAG AXLES 6000 LBS 1 W 10 PLY TIRES OFLOOR -JOIST .2x6 .. _ SYP.42 -- ------. _. ...12 16'-O.C. DECKING 5/8' PLYWOOD EXP-1 (1) LAYER OF PLYWOOD 20- O.C. OR 24/16 BOTT. BOARD .040 SIMPLEX INSULATION R-11 UN -FACED FINISH TILE - 51839 SEE FLOOR PLAN SEE SAMPLE FINISH SEE SAMPLE MACAN. SANDST. BIRCH ' FINISH 1/4' WOOD PANELING INSTALL PER MFG. SPEC'S RESTROOMS 1/2' VINYL COVERED GYP. O-i STUD 2x4 SYP.#2 /2 16' O.C. SEE BLDG. SECTION PLATES 2x4 SYP42 #2 SEE BLDG. SECTION zQ� INSULATION 'R-11 TRIM STANDARD (WOOD) FINISH 7/16' SMART PANEL INSTALL PER MFG. SPEC'S M/M STANDARD COLOR Of O STUD 2x4 SYP.#2 /2 16" O.C. SEE BLDG. SECTION Wa PLATES 2x4 SYP.02 #2 DOUBLE SEE BLDG. SECTION �.2 INSULATION R-11 . KRAFT-FACED SEE BLDG. SECTION w TRIM EXTERIOR 24- FALSE MANSARD EXTERIOR SEE BLDG. SECTION Z :n FINISH 2x4 T-GRID CEILING 8'-0' CEILING HEIGHT SEE BLDG. SECTION w U BOX ENGINEERED TRUSS SEE BLDG. SECTION COVERING .W RUBBER ROOF COVERING BLACK INSTALL PER MFG. SPEC'S tL SHEATHING DENSDECK OVER 1/2' PLY. INSTALL PER MFG. SPEC'S p INSULATION R-30 UN -FACED HELD UP W/NETTING SEE BLDG. SECTION Of MANSARD 24' FALSE MANSARD SEE BLDG. SECTION (NO OVERHANG) D SCHEDULE DOOR SYMBOL O OO COMMENTS DOOR AND HDRW. NOTES SIZE STYLE WIDTH 36' 36' 24' LATCH GUARD W/ GRADE 2 GRADE 2 LOCK k / DEAD BOLT AND HYDRAULIC CLOSERS HL7GHT INT. DOOR 80' 80` 80' EXT. DOOR 0 STEEL DOOR/ALUMINUM FRAME • HOLLOW CORE, PRE FINISHED. JAMBS STD. a • _ �� dm Q I WINDOW SCHEDULE ITEM DESCRIPTION RADCO APR 0. T-20M fi.JOHN8ON 07. EE• NDOW SYMBOLE SIZE !A1Uni STYLE ITEMPERED i� CL'YST TYPE : "..LL wMVIELOCar sww OE4. CJ EXT. WALL FEE RATNG FLANNUMBER 0 amen E AK P.E. OON9LTN0 ENDIEFR ST. PflDF.8IX10. fL 33705 APR 07 2006 COMMENTS 3 INTERIOR SECURITY BARS LEGEND: LAVATORY LiaTIIJC APPROVAL. M PR= COMPLY WITH 0 ORGAN A DBLA.D 0 H/C WATER CLOSET AND AGNEA6 TO THE OWING CRITU M ODNST. TYPE V ❑3 42' GRAB BAR DOMPANCY �VELOCBY ® 36` GRAB BAR _UPI FHERATINOOF EXT.WALLS 0 HRS �5 TOILET PAPER HOLDER ALLOWABLE NO. OF RDOR3 I . © MIRROR YMfIFACTUF" PuA4dM�_ PMNNIR DAB APPIIDYAL1LgE 41,7 /oG RADCO DIAMOND BUILDERS INC. P.O. BOX 2200 4W VfOYP50N DR OWMAS$ GEORGIA 31534 (912) 381-7080 5-31-05 THM PARTY: RADCO 5455 CRENSHAW Sr. TAMPA, FLORIDA 33634 $13-243-0370 AS NOTED SEE NOTES RENSION& BN G.E.F. S RADCO . FT. SC, GA, NC. DBI-1244W STOCK SKEET 4OF5 FINISH SCHEDULE JOB � - 26 ST 14 GA CROSSIENSOIS (70 BLOCATED OPPOSITE OITI6G0TLAS 1 —I I— 1 3/6' ICIZ JL 1 I .1 3/6' .. CROSSMEMBER SECTION STUD J DETAIL A CONST. TYRE —._- OCCuPAr-Y _- LOW LL _5% Vic VELOCITY 140 SELWCDES.CAT o W.wALLFIRSRAUa o PLANMAEF.R OP,I. iT DETAIL B -NTS- 14 GA OUIdCiR9 1-3/d I fI I w J L 1-3/6' !!!!a! 12 Me UNIT OUTRT I IGGER— sEcnoN SEE MECHANICAL NOTES t FLOOR PLAN FOR CE1NG DUCT SPECIFICATIONS LATERAL BRACING PER TRUSS DESIGN (TOP A BOTIOQ SYPj3 JOLCL BUTT JOINT TENSION SPLI RIPPLE _STUDS 2X4 STPTRUCH�iLL PACKAGE LL PLATE 20 SYP/2 ESTUDS 2X4 SYP12 O it QG - 1LYMOm SHARD -I -FLOOR, — ,1, 26' QQ 7TN RATE 2X4 STP/2 26 GA X I-Ilr STEEL STRAP FROM - WALL STUD 7D FLOOR JOIST 0 OPENING STUDS AND 15. O.G W/ (B) 15 GA X 1' STAPLES PER STRAP EM (TYPICAL SDEWALLS t ENDWALS) (2) 5/16'X r LAG SIRENS THROUGH RANGE INTID JUST 0 IRIGGER IN ADDITION, DISTALL (1E� 6a'X SCREW W/ FLANGE CLAP FROM 1-SEAM TO EACH FLOOR JOIST (TYP.) OUTRIGGER AND CROS$IEMBER SPACING 48' OG MAXIMUM I-BEAM-12d1.8 EXTERIOR FINISH MATERIAL: ROW - 45 r CIAO( DIEFE ROW GMAPIG (D�GI) GVFTl INMSED AM ACRfRiS 710NIG WALL - S1MARf-PANN X OVER APPROWD MOISTURE BATTIER INSTALLED POW MAMEACIMMIS SPEC!S FASHOm IM N r OXIMON NALS r QC EDGES AND REA TRUSS BRACING e —T J 3/8'X4' WIDE PLYWOOD FASTENED TO LS t BLOODING W/ Rd MAILS 8' O.C. .G ENTIRE WIDTH OF NODULESd _ PLYWOOD GRAIN PARALLEL TO TRUSSES O 942 SPF BLOCKING OR TRUSS CHORD AT ALL SEAMS SECTION A —A (TYP. EACH ENDWALL) LISTED TRUSSES O 24' D.C. — LISTED ROOF TRUSS DESIGN LOAM UWE LOAD 2D PSF TOP CHORD DEAD LOAD 4 PSF TOP OIOID DEAD LOAD 6 PSF BOTTOM CHORD T-GRID CEILING FINISH —J DBL TOP PLATE 2X4 SYPJ2 (STACCER JOINTS UK 487 ) TYPICAL WINDOW, MODULE SEE FLOOR PLAN FOR SPECIFICATIONS E INTERIOR FINISH MATERIAL: CO NG - T-M CUM NSTA PFR MANFALIWGRS WECRI ATIOIS WALL - 1/L' aPA O a (VINYL COVERED) N IESIROOE, AM MOOD PANFL6IG m.V ROM - AS NOTED ON RAN Tt G JOINT I PRESSURE TREATED SILL PLATE (TYP.) TYPICAL I -BEAM 4-19 NSULATGN ON NETTING CONTINUOUS BLOCKING R.OFlQAVA&PZTUREQ&IIU)M ACTOFI9ACMSTRI=ONC= - AND ADHM T)1HE FOLM94R 10d NAILS 0 9- INTO TOP PLATE QG CRMPA CCNST T4PE V O _--- FLOOR LL ✓pN wVE[mw PID FIRERALTMOF c NRS ALLQwABLENQ ENDWAEL--= - OFaooRs ~ACTOFER, I RADGO ROOF COVERNO OVER 7/Ir O.S.B. RATED SHEATHING MINIMUM EXP.-I, 24/16 - SEE ROOF SHEATHING DETAIL ► OPTOE 1/2' PLYWOOD. RAILED SHEATHING. MNIWM EXP: 1. 24/O MAY BE USED IN UEU OF 7/16' ORIENTED STRAND BOARD. ALL OTHER SPECIFICATIONS SHALL REMAIN UNCHANGED. GENERAL CROSS—SECTION NOTES: 1. w GIIWRWg SPUNFE46 ALL Sim Musr GORY W/ ASN ATa TDD SO6NGIN . i m 2. ALL IAo WRDIIS W.GT G V W/ AB/ ACE N611 Fy TO Nm MEINUIC 1$i FOUNDATION PLAN FOR PER AND X--U= SIRAPPENG LICATICIM ORIWATNN6. AD SPEOWAl1O6 EXTERIOR WALL RASH EXTERIOR WALL STRUCTURAL BRACING SDEWAIS' 21 FlRESIOP O FF nE SNIE Slg 'AN6 GRADE wS ETGiErnaR WAlL - TGRD CEILING FRAMING. BRACING $HALL BE LOCATED LANE (TV) CONTINUOUS ALONG SIDE OF WALL BRACING MATERIAL DITEMOR WALL STUDS 1/r STRUCTURAL RED TIERYO-PLY FASTENED V 16 2X4 SYP12 YA X T'X 1-1/4- STARES r O.C.ON. EDGE AN0 6' O.C. N TAIL REIA OR USE THE SAME STRUCTURAL 0 1r O.C. GRACING MATFRAL AND FASTENING METHOD AS SPECIFIED FOR EDWALL . ENOW R-11 INSULATION LLM BRACING NSTALATON: W/ KRAFBAOL STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM 70P OF TRUSS TOP CHORD TO 3/r MINIMUM ROUT OFF EXCESS BELDW TOP OF NM JOIST W/ ALL SHEATHING EDGES FLOOR SHEATHING SUPPORTED BY r NOMINAL LUMBER OF THE SAME SUM AND GRADE AS EX. OR WALL FRAYNQ BRACING MATERIAU 3/r APA RATED NG ETP.-1, E EXT., GN APA NMTED RATED SOI E ED W FASIEDG W/ ED COSIGN X NAILS r COMMON CAW. Box NA1LS 3' O.C. ROLE$ AND 12' D 'Off O.C. N 7NE FIELD. 9WtT PANEL SHEATHING JONTS FOR SIOENALL SHEATHING ABOVE WAILS SMALL BE LOCATED NO HIGHER THAN THE BOTTOM OF THE DOUBLE TOP PLATE SWATHING SMALL BE FASTENED TO THE TOP LATER OF THE TOP PLATE AT 6' 0.G USING 6d COMMON NAGS RIM JEST 2X6 SYP(I FLOOR JESTS 210 SYP/2 O 16' QG .. R-11 INSULATION RAOCO e� APR 0 igg iiic A. JoHNSON 6EORG: C FINS P.E. COLSILTNG EIIIWIDR 9T..IEIO�A44..iL 33F05 R 72006 07 AP 0 . . s � ROOF SHEATHING DETAIL 7/1r CLM SHEATHING ROOF DIAPHRAGM SHALL BE BLOCKED NTH O MIST NL NUMBER FOR A DISTANCE OF 6•_r FIROI EACH ENDWALL AND EACH SIDE OF NTFFbR SNEARWALL. NAL ROOF BOUNDARIES NTH Sd NAILS O O.Q, OTHER PANEL EDGES Bd NALS @L O.C., REMAINDER OF ROOF NAL WITH Sd NALS 0 B' D.C. AT PANEL EDGES AND le D.C. N THE FIELD. 10d NAILS 8' O. INTO TOP PLATE 2X4 SW BLOCKING BETWEEN TRUSSES TRUSSES NOT SHOWN 3/r PLYWOOD 8d NAILS 8' O.C. SIDEYMLL OR MARRIAGE WALL .SECTION B—B (TV. EACH SIDEWALL t MARRIAGE WALL) 10d NAILS O 6' O.C. INTO ROM BEAM — RIDGE BEAU 244. SPF ELOCgNG BETWEEN TRUSSES NSd NAILS 6' D.C. 3,V PLYNXD SECTION B—B (TYP. AT RIDGE BEAM) APPROVED TRUSS DESIGN: TRUSS MANUFACTURER: UNIVERSAL TRUSS DRAYNNG. 0 SFO536R02 DIAMOND BUILDERS INC. S/! P.O. BOX 2M0 439 THOMPSON OR DOUGLASS. GEORGIA 315M (912) 384-70810 5-31-05 Nnw rNHNrJ NAN.L 5456 CRENSHAW TAM PA. FLORIDA ST. 33634 : TUTS 813-243-0370 : SEE NOTES REVISIONS Br: G.E.F. 2 RADCO . F. SG GA. NC. SHEET DBI-1244W STOCK 5 OF 5 CROSS SECTION Joe _ NO. FLORIDA BOOING CODE 6O1 EDMON (2017) fYVPWNCE S!ATEMOM: 1. A SFE IN[XW SGRWI£ 2 i D ♦ ;0.18 ANCHOR & STRAPPING SCHEDULE 60' GOX 130 PH B STRAPS PfA SIDE 6d BOX 1b PN 10 BIMP6 PM So E Fd GD% 160 RI II SIF1Ps PER SHE m'BO% 160 M 12 STOPS PER SDEFIT (HyAt) FIT 60% I� I114 PER WE (HIMZ) GROUND ANCHOR NOTE PJFRRAI NOTE srABNIDi PUR AFE DT REGIWm 1'6IN HNnuIAnoN. xo'�FMR��rry INnaB1E mL cONDmoNs THAT Ar PAm mE 1ux0 ANLNaRs nBN1Y m RFSn uglFf INST BE BRWCHT TOME ATTENTION OF THE mmucT. SYMBOLS NF.L MINE TIE-DOftN FAVORED 10 mom ANCHOR FGINDABON DIMENSIONS A MWME WCTH & RFR m MONRE EDG: C STEEL BEAM SPACNO 11' - B' SEE FRAMNG SE FRAMING D. Ila PIER YAONG MMWM SOI BE NO CAPACITY V - 6' 2DO0 PA R4 LESSWENU USER IS RESPONSIBLE FOR L TNG BD)E. IF ME comumm/BWBNG CON6TRUDnox ALL Die0TE UOWIROUND UTUIES AND OBSUCgTHEM 1Eq�/FxD USSR IS RESEMBLE FOR OWNING IN 16L OF THE DETNL MOWN. PULL 1ESY 6 REONRED MR PFRNTIWG B4LF' CONTRACMR m m1D YMFI P COWVN LDCATONs TONSURE CORRECT P GEIIEM OF SUPPORT PIERS FOUNDATION PLAN sGLE: Le4'-I'-0' SHIMS -16- CAP EOC( A.,le 2C#417/e- ABS P d1U BLOB( NOTE: NUWUM OF LAYERS I 2•-0• OF HOCH MAY BE USED WiRN 'T INLTPIE IAwHS xSE USm THE THEY MAST BE SOM OP GBm i0C£MER PIERY4'-i'L' KOOCX MAT1BE (1)'TALLPEAS PIER,,V. NOTE ATT BE USED ATM_'CAP DOME WfiNGCm REYON TIE -DOWN STRIP FASTING ONCE — _________________________T I IFS.— F.T. F i _ _____________________ i Y D i pFE 24'a4.0/4- ASS PAD MODEL i3W3 N mE MAN ND) (OR APPROVED SWAG NOTE ASS PAD BOB MUST EQUAL OR EXCEED AO S.F. MN GMCND ANCHOR TYPICAL GROUND ANCHOR DETAIL SCALE;-NTS. Bp SECTION TIE DOWN, SMEWALL (TYP) 7ALE LT,' -0' MFMBER BEYOND TPE A (T') MATERIAL SPECIFICATIONS: SOIL & SITE PREPARATION- L FOUNDATION DESIGN IS BASED ON AN .ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, 2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT FILL MATERIAL COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95% PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFRLED AM SOIL WHICH IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS. 4. LESSEEIEND USER IS RESPONSIBLE FOR INSURING THAT SITESOIL CONDITIONS MEET OR EXCEED THE REQUIREMENTS SHOWN. BASEPAD: I. PIER FOOTING TYPE "A' SHALL BE 24'X N'ADS PAD OR 16'%16'X4', 25N PSI CONCRETE PAD. PIER FOOTING ME'B'SHALL BE 24"X24'ADS PAD. 2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO LESS THAN 2500 PSI AT 28 DAYS. MASONRY UNIT: 1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8'XI6'1(4' CONCRETE MASONRY UNTS CONFOWOING TO ASTM C-90. WOOD & SHIM MATERIAL: I: ALL WOOD BLOCKIN'G.AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED. GROUND ANCHORS: 1, GROUND ANCHORS SHALL HAVE 4725? MIN. ULTIMATE CAPACITY & SHALL BE INSTALLED IN ACCORDANCE WHE MANUFACTURER SPECIFICATIONS. TIE -DOWN STRAPS: 1. THE TIE -DOWN STRAPS SHALL BE I)f X0.15-GALVANIZED STEEL QQS.781-H TYPE 1 FINISH-B, GRADE-1. TIE -DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE 4725p MIN. ULTIMATE CAPACITY. INSTALLATION SPECIFICATIONS: SOIL& SITE PREPARATION- - - 1. WHERE WATER MPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT, SCUPPER,OROTHERRAINWATERCOLLECTION OR DIVERSION DEVICE, PROVISIONS SHALL BE MADETO PREVENT SOIL EROSION AND DIRECTTNE WATERAWAY FROM THEFOUNDATION. 2, FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. THE AREAUNDERFOOTTNGS. FOUNDATH NS,AND CONCRETE SLABS ONGRADE SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. MASONRY GMT: I. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR PARALLEL TO THE FRAME. MAXIMUM OF COURSES,(32' HIGH) UNLESS OTHERWISE NOTED. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ATM C 90 STANDARDS. S. CONSTRUCTOR OF DRY -STACKED. SURFACE BONDEDMASONRY WALLS WHEN SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL TINTS, MIXING AND THE APPLICATION OF MO RTAR CURING AND PROTECTION SHALL COMPLY WITH ASTM C 946. TIE -DOWN STRAPS: 1. THE EMT TIE -DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED T-6% UNLESS OTHERWVISESHOWN. 2, REFER TO ANCHOR& STRAPPING SCHEDULE FOR MIN INIUM NUMBER OF GROUND ANCHORS. DATE CONSULTING ENGINEER: JUDO ORREGOSO FLOM0A HE N U769 N. Z LL LL LLLLJ //C�� VJ O :U cn x co U) C14 Q 2' J w/\E J � J 0 _ I 06.26.2018 R.LG. MI-IMOC DENOTES ANCHORLOCNUON F� 4'P 44'x LL�� 4RRSICY SEC-0- RMIP SECTION aMIP SECTION 7tij SECTION RAMP SECTION RAMP DOWN I1;12 MNL) 1-1 Li'S H Rsl s TIE DOWN PLAN ELEVATION PLAN SCAIEIf'-I'-0' NPMNG WI(L ALLDWA4' SPH ERETO PASS THROUGH PILOTHERIFN➢WG nWNG RAILS SIM1IIIIAR SURFACE ELEVATION NEW Q& LANDING RAIL SCA LE:112'�1'-0" ONG CHANNEL #14 x 3M'LONG SIDE Oa1LLMG PAN HEAD SCREW I1r O.C, u4Xl srAla rD um➢NG F_FCTION Z 7 ra are EACH \ OGCUHPNCE try• 1'-S' 111. 3M'US GELS OWLLING HEX HEM SCREW EACH OCCURPNCE t9• 1'-17 EAGHVERTICALLEG (EVERY TREAD) 1/ 10•V 1 EACH OCCURANCE ,R WIN➢LOPO: 100 MPH - (p,4" SO LANDING SCALE 1 LTA 1'-0' DET AIL STMRSTNGER W S1 SUP-RESISTPM GTNR TREAD Tx0-x iR'ALUM TUBE SLATE S�1'd' „' — (TYPILALI O SURRESISTANT ELEV-1 D'-O'IO.oml m .Tv ©ISO (a, RAMP W/ RAILING ®SCALE:P�1'd' �I CROSS SECTO �N %21 DETAIL $2V 2 3147X1 IR• STAIR UPS HWGE SCALE: NTS RALMOUNONGPOCKET 2xTx1A'TIISE ELEVA IIUN I'LAIV SCALE: 3/16— V-0- ALL RECTANGULAR LANDINGS s PRESSURETREPTEOWOOD BLOCKS (EVEW lA T024.O.GJ 0 FFEREM AT HT GAUGE .)FOR ATTACHMENT BLIGHT GAUGEMETAL JOIST. TKKOUGH BOLT WITH 511fi'OLl 2) FO EAO BOLT. EN T O MOD:B IS'DNVR N2 E C. MAXI B) FOR ATTACHMENT TO CEMENT' 0.fA MEN - HEAD fAG SCREWS (120.C. MLCI 3. FOR AT TACXMENF CEMENT: d10'OIA XE%-X EPO SLEEVE PNCHORO. 1T OC MAX QDWE TO RAIL CONNECTION GSAAMP TO RAIL CONNECTION I. RAIL CONNECTION BEA" L4'(IN51➢FJINSIpE) 3YS11/4'TX LEVEL t'b'MWIEVE. 2 ITYPI Q t ENDHOOP /FINISHED GRACE VERTICAL PICKET GUARDRAIL \ \ 11<TKKTRANSIUONPtATE 1 I.N VAND IF ALUM. DECK WISLIP RESINDANT SURFACE NNOTE N O ➢PENING. ALLC W A 4' SPHERE ro PA$$ iXRO V Gk ©END OE RAMP VIEW GENERAL NOTES: 1. ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN. 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES, 3, ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS. STRUCTURAL MEMBERS TO BE 6061-TG' 6063-T6 AND 6005-r5ALUHINUM ALLOY. 4. ALUMINUM WILL BE STANDARD HILL FINISH UNLESS OTHERWISE NOTED. 5. WELDING SHALL BE IN ACCORDANCE WITH ANSVAWS D12-97 GAS METAL ARC WELDING.(GMAV) 6. ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NOTED. T.. LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A IOOPSF LIVE LOAD. S. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12'xl2' AREA. STAIR TREADS SHALL BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH AREA. 9.. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINIMUM HEIGHT UNLESS OTHERWISE 10HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. 11. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 250 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. 12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS, BALUSTERS AND PANEL FILLERS SMALL BE IDESGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN EQUAL TO SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS. 13, GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4 (FOUR) INCH SPHERE CANNOT PASS THROUGH ANY OPENING, 14. DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMNUM DECKING WITH A TRIPLE -I-BEAM,-SELF-MATING-DESIGM - - - - -- - 15. ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP OR JAGGED EDGES. i6ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING CONDITIONS. $LOpE RAMP SECTION p M1t2lS1 (HANDRAILNOTINSTAU_BDB PROPRIETARY XINGf (GPmE WIDIX PSRM TOP OF DECK L__ _ _roP 06c1 15' , '=" RAMP TO RAMP TO LANDING CONNECTION SCALE: 3'�1'-0" TIE DOWN EARTH ANCHOR ®"ALL:I UP -1'-0' THIS REM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO ORSEGOSO PE ON THE OATS ARMOR TIME STAMP SHOWN USING A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CCNSIDERED SIGNED AND SEALED PND THIS SIGNATURES MUST BE VERIFY ON ANY ELECTRIC COPIES. NOTICE ° THESE( MFNTSWR.NOLCNGSBSE vAlm zI DArsPFlE(1 THE 'F: SIGNED VALID TYRU: JULY UITH. 2018 FIiC. 67H EDIRON (2D771 CgIR1M'LE 5lA1EVFNT: 1. 1m 10Ri DD612) 2 1 C • ooPIT o BIB s H.�w•c*. zo DESIGN CRITERIA FdIRLLnUR�IIFYFMP RORDA BIBLE A G Cmc BiB mlEm 20IT (zm7) =5 FR BUILDING CO ➢J➢F. 6m NIS FPmi S11➢NG CODE 1m6 S PP zm5 FPmi ADZ55891IY W1=6 SIPP CONSULTING ENGINEER JULIO.HEEDBE. FLORIDA PE 438769 O S'm0 V mVm. z nygQ V dLLQ W z Lu C¢g 2 Q � J a Q N¢ a� J ¢D C0 00 O .ct= �z a r4,•M�7� O Q L14 IIJOBt. RT-WSLI RS-1 SITE WATERSTONE PROJECT, SCANNED �/ ie St. Lucie County ��- - -i-� 3TRU TION RAILER GROUP, INC. 935 COW0AW. SURE1 SmU r'nOMDA 34994 (9T2)221-2128 FAX (M)2214788 LL- 0 Q i= QL) U� �o CL SINGLE FAMIL ODEL CENTER - sirt a�xx are vN z� L�6 amf. R. Joy An. 4062 i D wBy DMT Cydw By HFH k .. Appm,ad By MH Sub wdp 11-21-05 1 Tile pwpme of 1h. BtljurtmeM m w intlicake Vp bingofsof tlrymatl a bNesai80mmers pm single-famJy sxNonaN Me muniplHamilys�ion. RQ✓itiOrs mGS PUD Amnedment Site Plan NOV'<205 Scale: NTS North:,-,%'=^- M-^ 7 4 I TEMPORARY SINGLEIFAMILY SALES TRAILER PARKING Key Plan !i I Inl North TEMPORARY CONSTRUCTION TRAILER \ TEMPORARY CONSTRUCTION TRAILER PARKING 19SPACES 1 HAHDICAPED SPACE TOTPLNDM°EROFSPALE6:14 Construction Trialer SitePlan Scale 1 °=20' °. ,W, North I— Street Trees per PUD Agreement - (TYp ) 00'a 0�+ 9" + + I-4' Sidewalk O + + 24' Construction Acce + ad 0 0 SALE TRAIL R I i i -J L I I I 1 JI II MDL I I I 1471 I 1 MDL I II I HOUSTON CUOZZO GROUP, INC. 735 COWRADO AVE., SUITE I STIIARI', FLOMA 34994 (7n)221-2128 FAX (M)M1 798 O Q �a II I I I I I I I i I I 2206 MDL I I I a° moso a mrs aaiosv m is w im �w e e 1 1 1 I I mcawreae�yn,onan Unernunescaddyse ne 2649 1 s 9 r coon and me P amur secuo° 1 I 1 I I l i MDL I I h �lam�l � m�a 1�1 - L— 3283 j LL I I jbb M. 711/5 I auum By HN.H/ DMTHFH I � l�R'IP BfY1510111g) L_----- - I I 1 .IYPipYD) lop— By MH I L_—_� L_— A Submiud Grua II-21-OS J 1 I Mat 9R �w Setback per �. I PUD Agreement — Single Family SitePlan I Scale 1 °=20'� 20 North LA 2 4 Key Plan North QstreetTreesper PUD A< (TYp.) f O `, T' 'dew'alk TEMPORARY WN ME CD SALES PARKING / 13 5P /1 HAHDICAPEOD SPACES_ n Townhouse Site Plan i The purpose cf prs adusanera b W I ai . ,e mp4ens of ary models for the sales centers mr IM anglNamdy section and the muldplc+hmily sMion. 311[ggT �°Ir�vml W 011E y,e OL 1 Vft Scale 1 e=20' a 10• zo• ao• North Job No, 4062r 0 . By DMT �eezry HPH Approce49y N.H Sub,d'aw kaes —21-05 LA 3 4 PLANT LIST mmlc.lm� Nib s .clmwc. j� €Y"` u•�mmY.bomwvaok 52 SP-2/ CsbWW PPJ 3(1'clurYuoY,hcobSVwk 12B it SP-20 SAd PJmcm Cabhaga Palm 16'clarvmkM1oowlOw3 85 SP-16 5WPC— 39 0-12 Sabel Pebnem 13'dee[Nmk.booWlmmla Cabbage Pew PqW muol IR, 14:D'C.T.0 be j s0 sP SeW Ptlmcm Cabbage Palm lamdo8v¢ImtlGumd BuOtrbaWlecc6em.8mhm I QV-e Qum® 2B0&5^&Wm^odu'pCl' aT] 9 QV-20QmVum me SO. Aig 20/YW6b'C.T. Oak n Qv-lw Ql V IM$10.16' OAWGW 356" W.. b' CT. IS QV45 Qummm Vuemcne 0g412. W OA WSha 3^W.6•C.T. liw Oak 9 QLL10 Qumcll W 200pL16-18OA WSW/y.• W., b C.T. 30 Q4100 Qu1 W 100 gaL 10.16' OA WShl 3%"W., T. Il . QL6s QesI lve0 OA 65' Eoppt 3^91.Z116-CT. MG100 MagvoBa GemdiOme "DD BIm mod" 100 �L IL160ANippt g BlmcbedSombmv Meeoe4e 0 W.6'GT. ] MG65 Mcgouli+OrmSypon'DD Blun da/G" B!ti 65 gi1. 11-1/'OAhnigM glebmgS=MDD gX"W.b'C.T. l5 ICLS Ilei Caatlna 659e1Z1/'OA4i9d I'W^r C.T. HallY i➢ahmn 6 n45 N.Te 0 IW, 6•CT.OmOd IabWBYPm 3gg 3V ./•0.2 /e] EP Bhee�n��Pwgw jl AwrtmU' ]gpbao^=w".sct E}�ps3kp.I.i=:duir%t?-,-?p+ �iS4 .n. i _.AvBiutiVibmv� I mulch pioe�bdcYmvm,ticvri®) 91F:�7�i Vr _ 1 - ca)14. } C 16 { (a 5p TREE PLANHNG DETAIL W Qv- 5 PALM PLANRNG DETAIL SHRUWGROUN=)VER PIANRNG DETAIL 4-4G)Ys --- L33 1 L xG FF (0 GN eo :i- (w) Vs ).vs}—C4iw65 �--(45).6P H Sllverthorn end Awdwlo Vlbwmm shrubs W m�sue• wdnn bees between Z' and 5' of bum cbwbon. op P(-65 15P GN QL•Im � MV I I M i W C-� U U � 1 y � J J �,y,V, saes Nwm By a.WdBy ^ BY MH �/ J Suemina(Lbm OT-nL-PS POO A=Ild' uffer Plan �I 7 2 SC0101'; North steel / Of ReCENBO �. SIR NSk mmOSPMMIO 07 PEA-1,.21133 Q" eB -- VIM P:P (YY/ I I� Ili jl �. vrvgM1delpa 4Wvp..l�d v4add�sYt, latlidWv �odnm�.w.we.dseam a,.d �mm.�wndw,wr,�rn d.c�+e.'d de°�.rnawn�rd�+mas Ca) sP GOW L� QL La) LN•loc 04) aL ---4- I i � ,. I,.�.. ... u_m���l���,....,. � i I I � I I I a v oo^�:=o 41FMoo.•� .� 1 {�•1,iiS �•Y�!d� �'��� �Q 11 � 1 • a IDLN-8 + (W) EP C5�OL (_p) PP - S�IverMwn sM Amabeb Vlbmnan 4wuba W --nder whin b e be[weeo Y and 5' of berm -k-A ml. (5) QLl I t Plan HOUSTON CUOZZO GROUP, INC, m COIARABOAVE.SUIiB1 SMART. FLO[lIM3a9a1 (1I3p21-2131 ' FA%(TRy31-0]a1 J�bn W0 O By Cr By 4*.n dBF SWrmWal MH Bad o2-al-oz n� rye Wp gm��. . RaadonBRO \rI 2 sbw2 Of 6 FLW IA20P FFf��J!i � GROUP, INC. 735 COLORADO AVE, SDHE 1 STUART, FLORIDA 34994 (561)221-2128 FAX(561)221-0788 Job No. 2096 D. By EC D� 02-01-05 Q Revised Site Flan FUD Amendment Submitted 02/01/05 For A Rev`Sed Site FIOn For G10^it1. 3--7-05 Revised Site Plan- Jo2lo ilo5 Scale V= 200' North Shoes ' ®- 6 MINOR MOURN (5) 11""I[D DPIL 117" $PIPE P.aT. 111 b 0