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HomeMy WebLinkAboutBUILDING PLANSQ N r CV O T :N O N L0 LU i 3 c co D_ m C =o f`9 NI O 00 Mr N O O a N N 00 N 0 M rn N D O N m J N E 7 N O M co a O X N 0 N y 3 N U) U w J n N SCALE: 1" = 10' 0 5' 10, [inse_ Sete One Call 20' ___ _.. _..... 56.25t LOT 4 BLOCK 106 VACANT NO WELLS WELL ACROSS STREET OUT OF RANGE 2' i 115 t 1 £3 BRUUKLINEAVENUE,.,.1 I 21,1(70' PUBLIC R/W) PROPOSED 1 'x24" CMP W. NV. = 19.7 64 19.E. NV. = 19.8 21.20± 20'± ASPHALT ROAD M.E. y 7 l�l L6 - 899_56'21 E 75.28'(M) FIR 1/2" 1 t2•0 22.4 5' S 89'57 02 E 75.00'(P) 2 6 25.0' PROPOSED PLASTIC 795. FIR 1/2" IPROPOSED TUBING I 13.01± _ aIVENo CONC DRINDUSTRY 6 SYSTEM N ;x: 22,26 SR ry 26B.S.L. 22.2 i 0 L6 I 3.0 s!i 1d urn O O O O I 22.0 r: RESIDENCE 23.0 \22.5 ( 22.6 FF EL. 23.5' \ PROPOSED TXT q I A/C CONC. PAD I m EL. = 23.5' ^ 21.85 2.hs ! 23.0 23.0 22.5 22.45 W LEJ 14. 0 2Q 4.54 j 230\Z0 23.0 O r- O O PROPOSED r o O ® CONC.PA O ®I EL.23.16' I O CD O 21,9C) Z + 2.5 f 22.5 22.5 Un In z I / 4 flu/ n�QO 2 2.71 I I I 11.00 i PROPOSED I i WELL I 15'B.S.L. o 10' PUBLIC UTILITY & 0. DSO DRAINAGE EASEMENT 21,0FIR 1/2" FIR 1/2" f ,I,s.,8 N 89"56 21 W 75.00 (P) N 89°49'34" W�x 75.13'(M) X 21 , DOUBLE LOT - RESIDENCE SEPTIC OUT OF RANGE NO OBSERVED WELL PROJECT DATA: SITE ADDRESS: 7105 BROOKLINE AVENUE FT. PIERCE, FLORIDA 34951 OWNER: WJHFL,LLC. 3300 BATTLEGROUND AVENUE #230 GREENSBORO, NC 27410 ENGINEER: MILLS, SHORT & ASSOCIATES, LLC. 700 22ND PLACE, SUITE 2C VERO BEACH, FLORIDA 32960 (772)226-7282 SURVEYOR: GSS SURVEYING & MAPPING, LLC. 4690 LIPSCOMB STREET NE, SUITE 6A PALM BAY, FLORIDA 32905 (321)914-3978 PARCEL I.D.: FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED DECEMBER 4TH, 2012. BENCHMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS NGS PID D14002, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN. SITE DATA: REQ'D PROPOSED LOT SIZE: 5,000 S.F. 10,379 S.F. LOT WIDTH: 60' 75 F.T. MAX. BUILDING COVERAGE: 30% 1,808 S.F. (15.5%) MIN. OPEN SPACE: 40% 7,839 S.F. (75.5%) SETBACKS: REQ'D PROPOSED FRONT YARD (N) 25' 38.25' SIDE YARD (W) 7.5' 14.0' SIDE YARD (E) 7.5' 24.54' REAR YARD (S) 15' 51.75' PROJECT LEGEND: g✓v�r = PROPOSED FINISHED GRADES 1301-611-0131-000-0 ,,X. X = PROPOSED DRAINAGE PATTERN HP = HIGH POINT ZONING' M.E. = MATCH EXISTING SINGLE FAMILY (RS-4) O = DRAINAGE STRUCTURE FILE COPY LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: REVIEWED FOR LOT 26, BLOCK 106, LAKEWOOD PARK, UNIT NO. 9, ACCORDING TO THE t+ PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 27, 27A-27D, OF CODE COMPLIANCE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ST. LUCIE CO,111'�TY (CONTAINS 0.24 ACRES) BOCC //JJ 1 NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE STEEL OR WOOD EXTR;1. ,' ENGTH FILTER PONDINV c F CiENCY' FABRIC NEEDED WITHOUT POST 2. INSPECT AND REPAIR WIRE MESP SUPPORT - FENCE AFTER EACH ATTACH FILI E2 ABRIC STORM EVENT AND SECURELY F O UPSTREAM REMOVE SEDIMENT WHEN SIDE OF POST NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. F 3. REMOVED SEDIMENT tOW SHALL BE DEPOSITED TO AN AREA TH, T WILL NOT i 10' MAXIMUM SPACING WITH CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE �- WIRE SUPPORT FENCE, 6' PERMANENTLY STABILIZED. MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE STEEL OR WOOD w POST- 36" HIGH MAX. U PONDING HEIGHT PONDING HEIGHT O = U) FLOW FLOW 4"X6" TRENCH WITH COMPACTED BACKFILL 4" MIN. DRAIN ROCK TRENCH DETAIL INSTALLATION WITHOUT TRENCHING to w N Z to �m M U)(a c E � o p U U LL aofi'C J m 1 Aj • r.r f0 U 0 rn E U y va U)U / FE F- FE 00 /I "�\/L�1 w ♦ L �O m •� V xLL N � LLa N O � N J c ^ Vol O N N rn ^ CO M /A W 0 Z X7c U Cc rn C') c LL cc EL U cCo 0)) CO N 2 O o> SEA A';Jj o j z -e•J1 U w O U w Q w F- SIL I FENCE INSTALLATION DETAIL - TYPE IV. N W SURVEYORS NOTES: w 2 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET, IN THE MINIMUM TECHNICAL STANDARDS. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111 C0070J, HAVING AN EFFECTIVE DATE OF JANUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,117 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PEPMISSInN Or THE SIGNING SURVBYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). SCALE: N.T.S. U W < LU U M W DRAINAGE AND GRADING NOTES: na) LL 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. °w O � 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE i BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. ¢ -� 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL C z BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. U 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY 1 m WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. LL /L/L�I 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITEOr t) V! O V Z Y = STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER �✓ C SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT vQ O a. PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE I 0 THE INTENT OF STORM WATER DESIGN." LL n y , ^ Z STORMWATER POLLUTION AND EROSION CONTROL m NOTES: z_ ¢' 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. O N LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE Y EROSION AND SEDIMENT CONTROL. 00 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED _0 m w m AREAS. 0O 3 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. r ^ ~ 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE SODDED. 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONSTRUCTING. 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION PROJ. NO. 19-1380.2 DATE 5.10.19 SHEET NO. C-1 SHEET 1 OF 1 tt U$ Ni{i�la!;rtlSyv��14l.$O�nhiid�.��{jk'�tttNt � di�;�:oE ihPl aGp:: ,lCE a;tr@ t i :4 MoreHow.Law Munvj. Gmunbmd 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 ST. Lucie County, Pe (Ming v I � M W Q W LU m Q Lu O M Q W LL a Z a �w Y O c p O W wN a w °0 r- Y co O Ov J I Q O O 0 PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 0.2 WALL LEGEND F?. i hmus FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308,4.2. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C. USE 518" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6'-8" HDR HT. NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" G BOARD APPLIED TO THE GARAGE SIDE. GARAG BENEATH HABITABLE ROOMS SHALL BE SEPA WITH NOT LESS THAN 518" TYPE "X" GYPSUM BO/ OR EQUIVALENT. WHERE THE SEPARATIION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 12) PLANS TO BE DESIGN ACCORDING TO TABLE F3012(1) OF 2017 FLORID BUILDING CODE 2668 DOOR WI TOP & BOTTOM LOUVERED TABLE R302.6 Dwelling/Garage Separation Se aration Material From the residence and attics Not less than''% -inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5B -inch Type X gypsum board or equivalent Structure(s) supporting Floor -ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board or equivalent 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4, R302.9,1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1128INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THESE OF PAPER OF TH S THICKNESS CEMENTED�IU&NUNCOMBUSTJBLEBA61(ING. DOOR SQUARE FOOTAGE 16.67 SQ. FT. DOOR STYLES & RAILS -7.05 SQ. FT. LOUVERS 118"X11-9756" 8.60 SQ, FT. VOLUME OF AIR CONDITIONED SPACE 11200 CUBIC FEET EGRESS I B I WIC _ OWNER'S BEDROOM LIVING ROOM o 13'-6" X 124" 17'-6" X 14'•4" O3,-211 11 9'-91/4" 6-9 1/4" 6-111/2" 10'-91/2" 2X4 WALL, 341/2" H. WI u, 218 618 12" COUNTER OVERHANGro 216 618 I GRP2 5.1 fir ° DW W OOKU 0. BATH 5 X = cm q `" EATE aO ° — 1 32"X60" o TUB/SHOWER �, 2' 10" { 2 RP2 5.1 0 g° 5 0 a 4 KITCHEN 3 `� o �„ MECH N 210 618 FRIG. GRP2 5 4 BE!R00� ED N q — HOOKUPS L B 2 , 10'•4" X 11'4' LO N PANTRY 218 618 216 618 L LO N �U� m to s 4 N; N CO o = N4' 10" 3' 5" 3' 6" 4' 91/2 x�w 5' 11 1 U 3' 2" a v C0Dw 1U-91/2" -- 4 LO n `= BEDROOM 3 2186/8 IRE DR `' o N' r 11'-0" X 10'-01, 5 4 4'-3 1/2" 44" S-51/2" q 0 2/0 618 216 618 N cM 10618 2/6 s/a 2-CAR GARAGE 0 19'•8" X 20'-0" N 0 co BED 4 (SCAPE 111•0" X 101•0" 3-0 5-0 SH 3.0 5.0 SH, 6' - 8" H.H. EGRESS 6' - 8" H.H. 3-2 1/2" 6-4 1/2" S-21/2"' '-11/2' '-1 1/2" 16070SECTIONAL 1 V-91 /2" 4'-3" t? '-0' C) � M 4X4 POST v PORCH 1 FIRST FLOOR PLAN E�LEV'B' 114 1 - AT 2 -0 2 X 34 LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT Con STD ' L%j m- iq<' 4.l1 ,Guamrotea 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC @ 2017 JUL 1 2919 %01111111q,, b� 0 SS G. E - � FRi .*1* C N 7 - 4 - Ew E c F ,ST RIQP s,�ss�oll AG ��%% Z m J a O LL W CV Q M W _j a z a �w p � U 04 O W c 00 O w IL z W FL m w 2i W I-- Y Ln 0 N O Q C4o�O O U J CV ¢ 1` LL PLAN # / ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/9/2019 SHEET # GRP2 I I SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. LAP SIDING 1 ST FLOOR FIN. FLR. 1 FRONT ELEVi�:�Y;_C '13' 118" =1'-0" AT 21f " X 34" LAYOUT 1/8" =1'-0" AT 1 X 17" LAYOUT JGLES AS SPECIFIED FLOOR PL. HT. SIDING LOOR FIN. FLR, 2 REAR ELEVATION'B' 1/8 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 4'12 3 LEFT ELEVATION'B' 1/8 = 1 1-011 AT 2211 X 3411 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT RIGHT ELEVATION'S' 1/8" =1'-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT :�'• TATyjoF lrc.. 1j111111 6Y�g� 1'0R 0 fr L MIEWI" 1 )� FOR soc N w ^z I — Fj 0 Lu O O H w F— Q J w Z O H Q O Z FLOOR PL. HT. 1� O Q 0 uj :LOOR FIN. FLR. — w H z N 0 z Q J Z O uj U H N 0 LL f: z w 2 F emu,, t(Fi( ttl, a i ti 4t Jlt li�ia li� aiS,iNr(�ti.,v.�,4' jut#� t �{iiht.�lu,t, ii i! Iiru d Ui t dtC�,X{�iti; a(�ik?«3iii717#;igD�ii9idlA6 �. .. 69r,+1i lard i� i '� I i a 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 I� m 1® 1> IuJ 1� ILLJ w Lc) °14 aM Y wILL. Z a 0 Yv O w c p Ow a z 3: •Wa Lu w 00 F- YLo O u J� ti O I¢ PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 2,2 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 ID N CC ,U, u cri a a Lim 0 0 CC ln1 Lo O N Q M W a Z a �W C14 0 O � CD CD Z uj 3 ;;WF g W wm1- C co 0 CNIY CM uV J �QtiO O PLAN # / ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # G RP2 3.2 1 ---- — I �I I I LINE OF SOFFIT ABOVE M 4X4 POST AS SPECIFIED COLUMN SIZE PER STRUCTURAL DRAWINGS 1 LINE OF PORCH SLAB 12 4 PER ELEVATION SEE STRUCTURAL SHEETS FOR ANCHORAGE BEAM PER STRUCTURAL - DRAWINGS P.T.1X FINISH MATERIAL COLUMN S_% PER STRUCTURAL DRAWINGS 4X4 POST AS SPECIFIED COLUMN ANCHOR PER — STRUCTURAL DRAWINGS CO LUMN DETAIL �J 3/811' = V-0" AT 11" X 17" LAYOUT TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than %-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than Yz-inch gypsum board or equivalent ROOF SHEATHING, ROOFING MATERIAL PER ELEVATION WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS — VINYL SOFFIT SHALL MEET R703.1.3 (+27.71-37.0 P.S.F.) — 2X4 FRAMING AT 16" O.C. FASCIA, FINISH PER BUILDER P.T. 2X NAILER, _6" BEAM WIDTH REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to uj prevent entry of water into the wall cavity or penetration of water to the building structural framing WINDOW OR DOOR SILL Lu z components. Self -adhered membranes used as flashing shall comply MINIMALLY EXPANDING with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion- a POLYURETHANE FOAM OR resistant flashings shall be installed at all of the following locations: APPROVED CAULK U 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the N WRAP WEATHER RESISTIVE surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at 0 BARRIER INTO OPENING s TAPE To exterior window and door openings shall be installed in accordance with one or more of the following or SILL USING SELF -ADHERED oC FLASHING other approved method: L U 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. O KITCHEN I D I 1 &PpvG SECTION 1 1/8" = V-0" AT 11" X 17" LAYOUT 1.31n accordance with FMAIAAMA 100, FMAIAAMA 200, or FMAIWDMA 250. O 1.4 In accordance with the flashing method of a registered design professional. H 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting 0 lips on both sides under stucco copings. Lu H 3. Under and at the ends of masonry, wood or metal copings and sills. Q 4. Continuously above all projecting wood trim. w 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. oG 6. At wall and roof intersections. z 7. At built-in gutters. F< , r O LIVING ROOM 11 f, G 11 3i "'�. Q No778 4 �•. AT OF LL .40 LU f��11B11I1111\\, MAR 0,7 2019 O z Q 0 w LLJ DC O Z N Q 2 0 a J Z O w REVIEWED FOR u CODE CO' PL11Cif Z) ST. LUCIE COUNTY °C H— BOCC cn WHEN TRUSSES ARE SPACED 24" o.c., THE CEILING STRUCTURE MUST BE 518" DRYWALL OR 112" SAG RESISTANT DRYWALL 1ST FLOOR FIN. FLR. O z a a N LU — 0 w Temp. Level 1 w w a a J Y o?S Temp. Level w 2 J lie 6i{° 1�lFl11i'�Fiv� i h7t i I�iaN � i:`[ lY Ni }+ tIJ rili4iEn?.�i�85 a EE. tR.E.V` d d i {�U{itlt.{itNl 4 3i4 ��� t „�E tt� re Noma Low Muneg. Guaffunteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 m O t'V r� W LU 004 > Y Q ch W W a z a 0LLJ 0 CN CD LU ? � N LO ma 2 W w I-- Y JW< U. °o U PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 4.2 W36 30 N '778 L * W L9' TATE F J r� .4 O R 'O P n- �` s�nrvA��`:•t`, U MAR 0 7 2019 0 W H O 0 W a J W Z Temp. Level 1 Temp. Level 1 O O LL Mirror 30"w X z 36"h OC W 2 fl o 0 nHn Al 71 W E 32"X60" 32"X60" W TUBISHOWER TUBISHOWER _ Temp. Level 1 Temp. Level 1Lu 1'-3 1/2" 1' 4" 1'-L /2" 6'-4" 3'-91/2" O Z 5 0• BATH C BATH 2 = 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT a REVIEWED FOR CODE COMPLIANCE z T• LUCIE COUNTY O BOCC Lu H U Temp. Level 1 Temp. Level 1 Temp. Level 1 N W36 30 W3015 W36 30 1= © O < Q RANGE HOOD ul a W 0 0 O0 o Lu W DW W a Temp. Level 1 Temp. Level 1 Temp. Level 1 = 3 KITCHEN 3 2 KITCHEN 2 1 KITCHEN 1 Y co" 1/4=1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT z W J D 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC ©2017 a cc W Lc) CNI Q ch Y � W � a Z -04 JW C3 O - crco � W w m H Y � C%4 04 � J � ti O � O ¢ PLAN # /ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND LAST REVISION DATE 2/19/19 SHEET # GRP2 5, PLUMBING ISOMETRIC 1 /411=1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT harles TO 4" SEPTIC LINE Digitally signed by Charles P Spelman DN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be verified on any electronic copies., ou=This item has been electronically signed,and sealed by Charles P Spelman using aSHA-1 authentication code., email=cspelman@spelmanengineering. corn, c=US Date: 2019.03.05 11:26:25-05'00' ,`,��►III110����, .��% S P' * * % G E N SA •.«�1.9�J�': No 34925 '. STATE OF 44/ • •««••.• *1; O N A1- ���`�� 111rrrrrr ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL r-- I --- - r-----]F------ II II II II II it I I I I I I � M II II II II II II II u I I I I co N II II _ L____� II I I -t I J 1 5'-11 1/2" 15' 1 3/4" '-3+' r 3' 2" 5 3/ " 2' 6" 2' 6 1/2" 2' 83/4"`` 1' 81/4" v IWIJ)HO SII _- jl =WATER lj 00 N kiEATE _g I _ 1- _-In_— — i ,t iLECTRIQ cr' II u L__ m = __. ~ �' U' I RANGE I WATER HEATER DRAIN III � I —_--_� Cn 4? - AIR HANDLER DRAIN C? - -... _ I _. _.i l...- - --__I L OOKUPS ? .- = = - i L_ _ J I 3 2 10'-111/4„ �I I o �, q _ Cl) CV �' V I I I II II II I I I i I� p I I L------� ---� r II JJ I u I i I II II I N I I L II II II J L __ J c--- I � zo uJ L.� � � I CV �...� coCA I II II I I I I o I CUT CONTROL JOINT II II I I I I AT INTERVALS 10'z10' I IN BOTH DIRECTIONS C i o o n ` n r121" 4 p n PLUMBING PLAN 1/411=1'-0" AT 22" X 34" LAYOUT 1 /811=1'-0" 17" LAYOUT Spelman Engineering, Inc. 1923 SE 10TH PLACE CAPE CORAL FLORIDA 33M PHONE(2300.2930) FAX(2391458-9054) FLORIDACA#26955 wwspalmamn9irRiwin9mm PU%ICATIMORUSEOFTHE$tPLAMAOSPECJPCATICMRIS EXPRESSLY LIMItED10 TH16 FRI MY. REUSE, REPRDOUCWW OR PURUOTION MWHOLE OROtAT IS PROH RTEDMINDUTWRITTEN CONSEMOITHEE1 KaR EI,ETODfOESX]N$REMHSWITH THE KHMER, CHARLES P. SPELE AN, PE FLORIDA LICENSE I348P5 yi Il{� plplilsi(l 8lydail�lPll %fill 7 ")l Ef(j�ititA%lRi 3ikn`gt't`�1! IiN C S 6L �� k f,3 i3}juIR Yt iH hl ill vNi r ;{ Ili s I ' Itp lt�I ( i{F}{1}�lN$iiRiiidilt166 2€lktdi}i9iiAf� l,li fl ! Ili iiAtlEllbll�?�$iv y9liiTFVl�ail�HJiiH Mwe Home. Lm Noneg. Gwmnteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 m clf V H W m O N N W r� V z m A W L0 O Cq M Q W -J Z a LL G O 04 w LU a z 3 ;;Wa g W w m H Y O J U C}IQtiO PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: PLUMBING LAST REVISION DATE 2/19/19 SHEET # GRP2 CIA TO POWER CO. TRANSFORMER BY UTILITY COMPANY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 BOND TO FOUNDATION STEEL AS PER NEC 250,52(3) ELEC- NOT TO SCALE 1402 HOUSE LOAD CALCULATIONS SMALL APPLIANCE LAUNDRY GENERAL LIGHTING WATER HEATER REFRIGERATOR FREEZER DISHWASHER DISPOSAL TRASH COMPACTOR MICROWAVES CENTRALVACUUM MINI FRIG AND ICE MAKER JENN AIRE CLOTHES DRYER ELE( RANGE COOKTOP WALL MOUNTED OVEN GARAGE DOOR LANDSCAPE POOL PANEL FIRST 10,000 @ 100 % REMAINDER @ 40 % (25,717) HEAT LOAD 8750 W A/C LOAD 2.0 tons 3750 VA (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) DEMAND LOAD AMPERES NEUTRAL DEMAND AMPERES L RISER DIAG WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 310 SER AL (FOR 150 AMP) OR 410 SER AL (FOR 200 AMP) PER NEC PANEL SCHEDULE # # # DESCRIPTION # 1 AHU W i I'll HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 4 4 5 DRYER 30AMP #3.0 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATLR : IIIATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG—GAR-KIT—BATH—FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 rFNFRAI NnTF.q- 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC. 210.12 AND 406.12 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED ANY RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE 9B-3.04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES qp OUTLET 110V TV Q OUTLET -TV Q o WALL LIGHT � GARAGE DOOR OPENER PREWIRE (� S SMOKE DETECTOR OUTLET-110V PH GROUND FAULT OUTLET- PHONE 18" LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTORICO 0 INTERRUPTER C-D OUTLET-110V GROUND FAULT SWITCH SINGLE POLE COACH LIGHT- O SURFACE CAN LIGHT BATHROOM R INTERRUPTER FRONT DOOR EXHAUST FAN Q WATERPROOF 11T OUTLET - 220V 3 SWITCH - 3 WAY COACH LIGHT - �1 II Q REAR DOOR C OPTIONAL FAN PREWIRE E� FLUORESCENT 1'X4' 2 LAMPS SWITCH 4 WAY DISCONNECT O SWITCH ELECTRICAL -1 ST FLOOR - ELEV'B' 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT ACU GFI (WP) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Spelman Engineering, Inc, 1923 SE 10TH PLACE CAPE CORAL, FLORIDA 33M PHONE (239970-2930) FAX (2391456.9054) FLORIDACA#26955 wwwspolm ngmeering.com NKQIMOR I%OF THESE 4LANRA1m SPECNICA=is SIPRESSLY MMItEDTO THIS?I =CM,Y RELISE, REPRppI T M, OR PLI91.0TION N WHM QRW IS PROHIM4SW11HCAITWRIMN CONSENT Of SMEEIV6NEEA, TASiEi0Ti13 RESIRNSRErS4NSWIIH 70 ENGMEFa CHARI.ES P. SPEW, PE FIORIDALaNSEM925 Home. Less Money. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC @ 2017 m L J df Q W � LC) O N � a M Y W a z U— a �w CN O w Lu a z � �;Wa WLu Yt Y Lu Lii co O 04 O v _j O PLAN # / ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 6.2 7 Level 1 1 OX10 2 = 10X10 2w 68 cf' F F LIVING FE IF 4: a E 5 �� 5 �, DVVTR Ea t EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent = Lineset Chase = Condensate— T = Thermostat 1 8 Nftwe SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job #:1402 Performed by DS for: WADE JURNEY Orlando, FL 3HTII \6 _F KITS - P11 E,•F����•°gym ,,,, BED 3\ Y 24 x 4 96 cfm F E � BED 4/ ky'r L RB 1 N �w . NBA2 E 16 854 LI SRB 1 IN II MO 'W „V°F E A "a-T .. 24x4 MBED 619 to IN 611 ' 2 cfm MBA 8x4 �i[fF - EF L1 VTR 24x14 RA d ,Z, 87" cfm 00 9038 BED 6 �. 5) -4 x 4 RAC- I-% X I, I `GAR NCV N9 A30390 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OncStopCooling.com 55 cfm 10x6 EF1 VTR Scale:1 : 74 Page 1 Right -Suite® Universal 2018 18.0.31 RSU 18908 2018-Nov-21 16:18:33 1 ELEV ALKSYS 1 of 1 1402.rup T 4 e E. — a tl e`