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HomeMy WebLinkAboutApproved Site plan0 Lo tq In to ull a o 3 p N p g m m LOT 13 O mr-Q ? r- I < N ( (PB 4Q, BLOCK 15' PUTTED ROAD (NOT IN USE) I 68.00' �-, o 1 / �0 o oN WELL & SEPTIC > 75'N - I a �� I OF S PROPERTY LINE I I >_Ln d *k � o �w z ,mW x (NO INTERFERENCE) >- Ll <i--r1n I 4' WlR I U N 0�> K cr E 7 w c .4) m fLu n V) a O ��5� I FENCE CORNER. I ( N x y «s U 'U -co > LI & 4 WOOD '� O m x 5.1'N, 2.6'WE 0- O� Q Q 2'F N UN FN� IRC I J C �j, > J J Ix ? WCREECORNER ILLEGIBLE" r-1 E N Lu W u �I&�7e�"E-� 2i�a.98co 0.1� s, o.1s'w I cn o a x- x- x- x- z- x- x- x- x x- x- x - x- x- x - x- x- x- x x- x- x- x- x- x-x- x- x - x x x x x- x - x - x - x - x- X- x- x�- x- x- x- x- x- x- x- x- x- x - X- x- x- x- x- x- x- x- x- x C O is - m vT7 + + 19.64 19.00 20. 2 _ > . Q U) Q Q 21 23 1 .84 + 19.21 �' 19.26 19.89 �'I I O W wQN U- m a d 6 o o �a oO�S -,.1a Oo� - +z1 zz U Q I I IY " O 0 m 0 iI I ULAW 667af DRAIN FIELD Z LL O U ry I 1000sf UNOBSTRUCTED O w + o� (>) I^ N O mr -u I O Im Co ry o sersa' ryo e W I z a 0 o Z �R° co W O 223.00' sa + N �'7 .Z7 o Li BLOCK 3 �' > Fmrlom�'00 I s o?° (PB 4, PG', 56). e gA �I� =D I =(n 0 -0� ct + � w + ry0 +�' 21.28 M 1 D -I -Kj '�D^ m-<V U1 $44 1 n$ W "''I r � w o m m O �i#w x $A ryory 993.07' O I > ZO > 0 M Z� W I 220.00' Baer a y y f,,.� W � P s J �> -U Cb {ry I PROPOSED I Ol w I 0 � Q � � I� I � � W 1 eJ CD � Of Mx� CEJ � O� 50' IE,UE;DE 15' 35 w E LIJ (ORB 1920, PG 1373) w5 m m / ®m lLn W omo tp ryo:19 ry1k° .�^�� ��eo 4 I�- d' e e m 16' OFFSgET ry g I `,o + + - - 41 %.J, FND ILRC �• a I_ - J-X-x-x-x-x-x--x-x-x-x-x-x-x-x-x-x-x" x-x tl co x-x-x-x-x� x�-x-x-x-.x-x-x-x-x-x-x-x-x-x �{6_IOFFSET " Q Q -X'ILLEGII LE" x m x_.x_x.-x-.X.-x-x-x--x-x_. x-x-x- <20' DE' FN IRC -yx-x--x-x-x-x-x-X-x-x-x- ppA(� ��77. t1 .1 '7 -7 IGCY INC." N N S0.7�L7'09�W I Z/ 1. / Q, x FENCE URE U FE q yl�q NCE END 1 r � '�+^ FENCEELINE 50' ROAD 16.4'N 1 8.2'N OF PL RIGHT-OF-WAY o� Pco I Q V BY PLAT (PB 4, PG 56) z _I LOT 1 I I :D O BLOT OCK BLOCK 6 (PB 4, PG 56) (PS 4, PG 56) WELL & SEPTIC > 75'S OF N PROPERTY LINE SURVEY REPORT: I I a (NO INTERFERENCE) 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(o-k), FLORIDA ADMINISTRATIVE CODE �z ..,• C 2. SURVEY BASED ON THIS SURVEY IS BASED ON A BOUNDARY SURVEY PREPARED BY JAMES FOWLER, DATED ++ 5-9-03, DRAWING NO.: 3776-B AND A SPECIFIC PURPOSE SURVEY TO SHOW EASEMENTS, DATED 8-12-03, DRAWING NO.: 3776B-B EASEMENTS. NO BOUNDARY VERIFICATION WAS PERFORMED BY ALEXANDER J. N PIAZZA PSM, INC. OF THE UNDERLYING McNURLEN FARMS PLAT AS RECORDED IN PLAT BOOK 4, PAGE 56,cap r) OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. U o O a)'tnN 3. ALL 0DIMENSIONS HOW . 4) M I`1N LOT SHOWN ARE PER SURVEY PREPARED BY JAMES FOWLER SPECIFIC PURPOSE SURVEY TO - Cl SHOW EASEMENTS DATED 8 12 03 DRAWING N - I G 0.' � I I I / / 37768 B EASEMENTS, UNLESS OTHERWISE NOTED. C o � 00 4. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. N•Q o o M to 5. BEARING BASIS: SOO'31'50"E ALONG EAST LINE OF LOT 16. �= r r 6. NO UNDERGROUND UTILITIES ORIMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. -1 7. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY aT rn 1n 0 In W PANEL NO. 12111CO165 J, EFFECTIVE DATE 2-16--12. to o 0- p JLEGAL DESCRIPTION: i8. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. > a � y LOT 16, BLOCK 3, OF McNURLEN FARMS, ACCORDING TO THE THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. L W PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 56, OF uj (n THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. - 9. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE cq o c FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN CONTAINING 387,527 SQUARE FEET OR 8.896 ACRES, MORE PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 10 N OR LESS. 10. THE EXPECTED USE OF THE,SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED 14 RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. Lu Lo ABBREVIATIONS: 11. SURVEY MAP AND REPORT OP THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL (C) = CALCULATED RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MIND ES OK 12, ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES CMH = CONFLICT MANHOLE IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. CNF = COULD NOT FIND ccCONC CONCRETE 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH CLF = CHAIN LINK FENCE i AMERICAN DATUM OF 1983 ! AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE I ORANGE AVENUE DE = DRAINAGE EASEMENT dl (2007 ADJUSTMENT) _ DEP =DEPARTMENT OF ENVIR NMENTAL PROTECTION NORTH AMERICAN VERTICAL -DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET DB = DEED BOOK GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FOCC) DIP =DUCTILE IRON PIPE GUIDELINES FOR"GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS FH = FIRE HYDRANT RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE MINUMUM TECHNICAL STANDARDS SET FORTH BY THE FND = FOUND FPL = FLORIDA POWER & LIGHT FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO IP = IRON PIPE CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE p IE = INGRESS -EGRESS EASEM NT SKETCH. - Q INV = INVERT � T IRC = I'RON ROD WITH PLASTI CA 14. THIS SURVEY IS PREPARED', ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. ,A LB = LICENSE BUSINESS PREPARED FOR: JONATHAN SANTANA AND BRITTANY AUTRY _ G O LS = LICENSE SURVEY CENTERSTATE BANK, ISAOA,ATIMA (M) =MEASURED SYMBOLS: ST. LUCIE TITLE SERVICES, INC, c 0 MOB = MONUMENT WFG NATIONAL TITLE INSURANCE COMPANY N � Y E- =GUY WIRE ANCHOR � - ORB =OFFICIAL RECORD B00 v 0/S OFFSET ® CABLE TELEVISION BOX CENTERSTATE BANK, NA S I T E O CATCH BASIN GROZA BUILDERS, INC. 0 (P) = PLAT C3 CATCH BASIN m PB = PLAT BOOK © = ELECTRIC BOX PG = PAGE 15, COPYRIGHT 2020 BY ALEXANDER J. PIAZZA PSM, INC. PL = PROPERTY LINE = SOUTHERN BELL BOX HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. POB = POINT OF BEGINNING 0 = MANHOLE THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. POC = POINT OF COMMENCEMENT C7 = FIRE HYDRANT REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF OKEECHOBEE ROAD PRM =PERMANENT REFERENCE MONUMENT Zx =LIGHT POLE A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM,"GNC. R/W = R I GHTWAY = POWER. POLE RC =RAISED CURB 0 RB � =SPRINKLER HEAD , RCP = REINFORCED CONCRETE PIPE WATER VALVE ALEXA NOt AZZAA INC. oa = RGE = RANGE © = WELL RPB = ROAD PLAT BOOK WATER METER 5-14-20' 3Q N s = SURVEY l9 = WOOD POWER POLE DATE OF FIELD SURVEY: o zz SEC = SECTION -X- = CHAIN LINK FENCE 5-14-20 TWP = TOWNSHIP --GR-= GUARD RAIL DATE OF SURVEY: % LOCATION MAP UE = UTILITY EASEMENT O = GET 5/8" IRON ROD WITH PLASTIC ALEXAN z!'; �4 ZA m a NOT TO SCALE WP = WOOD POLE CAP PSM#6330 W NSLWMD = NORTH ST. LUCIE WATER MANAGEMENT PROFESS f4t• SURVEY �iD MAPPER DISTRICT FLORID A'0�`AUr 1®�® 6330 0 BS\CAMPBELL ACRES\DWG\20-5563.dwg, 8/21/2020 3:40:43 PM I i TYPE DESIGNATION - MUM WITHORWT I ^ UNFILLID OUNiTITTOFM6 F15DP0eED FERN RT FOR aFuUNt[LawTr Foa oFAwn IOAO 8F16-1 B/1 T NOMMiLWbTI -1 1 L„�H,D,.WF,MN� CASTCRETE PRECAST A LINTEL SCHEDULE FI MTEN U IELF NOMINALHfldR CM1P091TE IItflITEL FOR uP.IFr�oAo W PIEIDAOE®FE6U1�T TOPOF WHNBITE u. HRtu)FEO9 ,-vrclrnaFxu.OPucEOCH.u. @—=�..AT Fora5'-10"overall length U-lintel Type SF16-1B/1T: �""N1LO"'""' Safe superimposed gravity load= 4360 PLF I,,,�,�1�y eoTrOr"FEIrraFcma Safe auperimposerl uplift load =2080 PLF a�n I"rrnc""ixo�l+��l Safe superimposed lateral load= 339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load O1 YI 8F16-1B-lT 6113 <1000 3524 <500 OYI 8Fi6-1B-1T 6113 <I000 3060 <500 O411 81316-18-11 6113 <1000 2707 <500 OW4' 8F16-lB-1T 6113 <1000 2707 <500 O41 SF16-1B-IT 6113 <1000 2707. <500 O4'4' SF16-IB-IT 5365 <IWO 2276 <500 OYI SF16-IB-IT 4360 <10DO 2080 <500 OY-10" 8F16-IB-IT 4360 <1000 2080 <500 O6'-2" 8F16-1B-1T 3480 <1000 1868 <500 10 7'1 8F16-IB-IT 2661 <1000 1624 <500 11 T-6" 81716-111-1T 2661 <1000 1624 <500 12 T-S" 8F16.1B-lT 1843 <1000 1136 <500 1 TI 8RF14-1B-IT 1568 1 <1000 1072 <5DO 13 8..01, 8FI6-1B-IT 1843 <1000 1136 <500 14 91-e 8F16-1B-IT 1843 <1000 1136 <500. 15 10'1 81F16-18-1T 1533 <1000 916 <500 16 10'-81, 8F16-1B-IT 1366 <1000 800 <500 17. 12'1 8FI6-.1B-1T 1075 <1000 607 <5DO PRESTRESSED 18 ITI 8F16-IB-IT 950 <1000 405 <500 OPRESTRESSED i9 194" 8FI6.1B-iT 750 <1000 348 <500 y a-r R302 .5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROM USED FOR SLEEPING PURPOSES SHALL NOT E PERMITTED. OTHER OPENINGS BETWEEN THE GARA E AND RESIDENCE SHALL BE EQUIPPED WITH �SOLID WOOD DOORS NOT LESS THAN 1-3/8 THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE IRE RATED DOORS. 51'-019 I 1t R302.6 SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED ITO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT 23 -1 27'-1111 4'-4" 151-7° 12'-8" 14t 121-71" _4n 00 SH 5 EGR ESS ■ _ • ■ — _- _ *---- ------ --------------- ■ ■----- ----- ---------- 1 l/ r FOTUB/SHOWER i+t N I I III N w ■ , LANAI 31_5n -•� :.:q• 8'A" FLAT CLG AFF T&G CLG 10' 7'1 2" 23 8'-8 1/2" BATH2 N81 1 t<o+17 °O 9t-41r 34 9'-1" 34 3'-211 :21 5'-W - --� 8'-0" FLAT CLG C N i ■ 1 C -- 9068 PKT SOD rn `B - - - --- SH 25 ®. BED N � % Oa #2 , �— _■ ■ W- 286s FLA CLG ---- -- - 10' 7 V2" L5' 31-8" of-9 1/2" 3'-4 O TUB N " " tNEEWAI GI4sS ABON SHOWER i7-_- n LIVING ROOM $ ■ 12" COFFER CLG W/ CROWN N BEDR 00 #3 - 8'-0" T CLG - 21_611 2'-41, 3'-W7 s T-61/2" 3'-11111 �3'-4113 3r-off 51_10T1 I rr 'II i - - �" 11 1 - ) N r ; � 'L -- _.-_----____.-. _-._ __-_ _- I N � WIC N�! o KNEEWALLW/ _r W __ BARTOP (a) CABINET HT h ! 2868 20�8 Bl-- - — - -- ■I DR Olv °' `'---------� in u ANTRY - LrT BE,--- I 1 AIPEF 8'-0" ATn}t;i ,� --1�1 ---�� I i rn El6 All oII ARMSNK DW I ■ CONNECTOR TABLE DRY I N KITCHEN PI POST VENT l r� THRU m I' 8�F'80N. UBP IRFrar PA61@IKiMQxMATpN AoortIONALN6If0.1Crp16 " 10 7 l/: Ty51r 71-011 ROOF 00 1T-S l/2" I' 121_2n WOOD TO W170D HTS20 HTW20 1450 20. MOD NAILS TOTAL `. R-11 IN8 TIO. , 2868 SC GAS RANGE W/ - ■ IENT THROUGH ROOF) 2 HTS20 2 HTW20 2900 20 MOD NAILS EACH STRAP SA4PSONHTS - --) - - J 20 IRE O !_ -_ -_ ___.. ____ --.®.. WH H10A RT16A 1140 9 10DX1-1 2" NAILS TO RAFTER & B 10D.T0 PLATE CO TO _ _ S ING TUD EACH TRUSs tE00D1000NpE1E - a 'FRAMEII CRASH Q - - - - - - - - -- ALONG -� ,ry SMETA208 SPTH4 6 6 1450 7 100X1 21 2 DNAALS & 4 ILS TOSEMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUS BRAKING WALL T - ; , POLE _ -- - -^_ STET SUITE HETA20 - 1810 (10 tODX1 1 2". NAILS &. 4" EMBEOMENTA TYP FOR HIP JACKS OR i-PLY USS UN: - l ATTIC AOCESS 6' COFFER CLG HTA16 1870 10 IODX1-1 2:" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUSS a FIELD LOCATE 1 WI GROWN HTSM20 HTWM20 1175 B 10DI NAILS & 4 1 4"X2-3 4" TAPCONS TYP FOR MISSED STRAPS NO LIMI ■ l '-' - - - - - - J 1 ■ 2 META20 - 1985 5 1ODX1-1 2 NAILS EACH STRAP TYP FOR 1-PLY TRUSSES. GIRDERS,.:.1 2 HETA20 - 2500 7 16D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2-PLY-TRUSSES GIRDERS - "' 18'-80' 1'- 1/ ' 11L�" 1' 1/ " 41-011 121_2n' rr 2 HTA16 2430 10 .MOD NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 1 or 2-PLY TRUSSES GIRDS j4 - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - OTHMOM1111cm 00 MGT MUGT15 3965 5 B" AIR EMBED 6" & 22 MOD NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMSI HOT HUGT 9790 2 3 4" AIR EMBED 10" & 8 16FOR HOT] MOD NAIL< ADD 4" TO EMBED FOR UNTEL PEAMI FGTR - 5000 2 1 2"X5" TITEN HD.& 18 SDSt 4X3 TO WOOD MAY BE FGTRHL R 3850 MAX UPU, it 2 FGTR - 9400 2 1 2"XS" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL R 7200 MAX. UPU _ 11 'Il C t7 fV DIMING p, cl N II HTT4 HTT4 4235 5 8" ATR EMBED 8" & 18 18D NAILS 70 WOOD ADD 4 TO EMBED FOR LINTEL BEAM I C GARAGE C n z "" VAULT TOiv'(rFLAT CLG jlu, "0 1n HTT5 HTT5 5090 5 B" ATR EMBED 6".& 26 16D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAM 1 HDQ8-SDS PHDB 7630 7 8" ATR EMBED.72" & 20 3" WOOD SCREWS 3 t 2" MIN WOOD MEMBER N 8"1-0"FLAT CLGAFF N U I HHDQ11-SDS UPHD9 11810 1" ATR EMBED 12" & 24 3- WOOD SCREWS 5 1 4" MIN WOOD MEMBER FOYER 'I HHD014-SLD��UPHD14 13710 1" ATR EMBED 12" &. 30 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER - - - - - - - - - - - - - - - - - - - -- VAULT TO 10' 1 RPS22 KRPS22 1720 8 16D NAILS EACH END NOTCHED PLATEfNAILSMIN H PL II 1)MNAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE MBED (1)g10DXXI-1/2" NAIL FOR EA 100ELBS OFF UPLIFT R TO SP ECIFY USAGE N PLAN ■ 18 -8 _-------- _--.---rrrM2)MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2 MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 11Sii /M 3 WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES,ADD 24" MIN 2X. SCAB TO TRUSS CH'`--� _- -- - ---. 3068TO 3965 PROVIDE MUGT75 GT 4; REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE iS ACCEPTABLE ■ ■ _ _ _ ■ ■ pp ■ ■ ■ _ �■.. ■ _ SH 35 —� ) I �- �� 1 SH 35 1 111 nl r N r M. 1 n r N r n 1 n r 1 I N. r 2- - I 10 4 -6 3 0 3 -4 - I 2-4 -10 4 6 -OH ; I I 3 II o, 16XTOHD 16'-0" 1 00 9 - ENTRY to PORCH 10'-8" FLAT 8'-W'FLAT CLG AFF CLG AFF T&G CLG 2'-10" 4'-6" 4141 8'-0" '-4" 8'-87 11'.R" fir_ (n and nrr 51 0 N WALL LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ 8-1AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE T S UCCO COATED CMU ®CMU WALL - 8' (U.N.O.) BRG: HT. @ &I AFF 1/2" GYP. BD. OVER 1x2P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL -8" (U.N.O.) BRG. HT. @ 11'-O" AFF 1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU 4 CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ 3'-W AFF BOTH SIDES TO BE STUCCO COATED CMU BRG. PARTITION WALL - 4" (U.N.O.) 1/7 GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. BRG. PARTITION WALL - 6" (U.N.O.) 1/2" GYR BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. I VMW ALLIERSITY VERIFY THE ELEVATIONS OF THE HOUSE & FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING FASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTIONS I. POST SCHEDULE MARK SPEDIRCATIONS THREE 2x4 STUDS NAILED TOILER WITH led NAILS EACH FACE AT 12" P 1 POST 0.<. STARTING AT 6' FROM ENO§) ATTACH TO GIRDERTRUSS AT TOP W/ (2) SIMPSON "HTS20' a AT BOTTOM W/ (1) SIMPSON "HTT4, PER MANUFACTURER'S RECOMMENOATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS THREE 20 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-2 POST 0 G STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/ (1) SIMPSON'MGT" a AT BOTTOM W/ (2) SIMPSON "H7r4- PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE; PAD TRUSS AS REQUIRED p TOP TO ALLOW FOR TRUSS CONNECTOR NOTE: FOR 2x6 WALL USE 24 STUDS TWO 2x4 STUDS NAILED TOGETHER WITH lod NAILS EACH FACE AT 12' EPOST_ oI STARTING AT 6" FROM ENDS; ATTACH TO GIRDIS TRUSS AT TOP W/ (2) SIMPSON'M7520" A AT BOTTOM W/ (1) SIMPSON "HTr4' PER MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: R 26 WALL USE 2x6 STUDS 00 `oo ter' SQUARE FOOTAGE LIVING 2045 GARAGE 410 LANAI 233 ENTRY 142 TOTAL 2830 LIVING C.F. +/-17,815 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Suparsedes All Previous Site Plans for OSTDS "S -2f 9S2IIo & Well #59- 3q_W Date: `'I 20 T1oto /9 Review6r: A W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 21-J. North Port, Florida 34291-8049 fax 413-687-9013 tt"" r' Digitally signed b Christopher D B4 , .Of�ESSI r''� 1 I S�` �� �1 �� �'�" 9 Y 9 Y P .•• ••.., DN: c=US, o=Unaffiliated, rS ts<'t STATE OF " 0 f ""• •140R10 0 ssa ou=A01410D00000172B927OF630 2DA, cn=Christopher D Beers Date: 2020.07.15 16:32:44-04'00' CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO.64594 Although every effort is made to ensure the accuracy of these plans it is the responsibility of ; the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. AAib BLUESTREAM DS DESIGN STUDIO ResideMal CAD DrefUn9 3D Renderings map c Design services EBEEMBEEMM Port Orange, FI (386) 256-8978 Port Charlotte, FI (941)275-9931 w W w.bluestreamdesignstudio.mm CAD@bluestmamdesignstudio.com Co Mil M M Z --i �w W O -� c� F- Ln Sn LLI C3 .. 3 Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 7/15 20 DESIGN BY: LBB- CHECKED BY: TMB. JOB NO, CRESTVIEW KW. 51 REV DESCRIPTION 1 P105/22/20 2 P2 06/09/20 3 P3 07/03/20 4 R 07/07/20 s 6 7 8 F- Z F_ m (n m Da Q � ce o Z = M W LL zN Uj aY() '� W dXoI m N.a. U O(u SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 30F8 IA PE