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Survey 12-18-17
z 0 w U d LU a a 0 Ir s 0 0 w v af q n. 4 r 0 0 w z w 0 U U z w 0 Q. U - LL U w I a . w o LL } z O w Cl z w zI 0 0 z w z z WI x 33 34-- -- NW COR. SEC. 3 4 FND 5/8" IRC (CARTER & ASSOC) N'N CORNER OF THE N 1/2 OF SW 1/4 OF NW 1/4 SEC. 3-37-38 N88`45'07"E _ - - - - - - - - NORTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON SECTIONAL BREAKDOWN) CD rn a I � - - - - - NORTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON OCCUPATION) b 0 END 4„x 4" CM (NO ID) qt S88`54'17"W. 0.17' mW INV =19.44 Ln m z d' D J Lr). M -FND 1/2" IR (NO ID) m NORTH LINE OF THE NORTHWEST 1/4 OF SECTION 3-37-38 - _ N89°08'59"E 2656.09_ ---4---- --4-- N. 1/4 COR. SEC, 3-37-38 (SEE NOTE 10) GRAPHIC SCALE 60 0 JO 60 120 "o III PS 60 tip=602 E X C E P T P A R C E L SET 5/8 IR UNPLATTED ACREAGE (LB8098) 0 z N88'45'07E(C) (OCCUPIED -SINGLE FAMILY RESIDENCE) 1229.1 s' DESCRIPTION: r - - SAINT LUCIE COUNTY, FLORIDA NO SCALE N8E4'07"E 10op2' S88 5417 W 0.34 _ _ - - - EAST(D) 890.88 (C) 897.72 O - - - - - - 790.85(C) - - - - - - - - - EAST(D) 431.38'(D) 431.31'(C) (PER OFFICIAL RECORDS BOOK 3899, PAGE 116) - ( P.O.B. (1} THE SOUTH ONE HALF OF THE WEST 6 ACRES OF THE FOLLOWING DESCRIBED GO o O.R.B. 3937 PG. 2476 O PARCEL: FND 5/8" IR (LE8098) 10 " <� Oo THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF N o 1 I I O SECTION 3, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, z v o; -= FLORIDA, LESS THE NORTH 354.47 FEET AND THE WEST 100.00 FEET FOR 0 6> 0. ��°, o \_ NORTH HALF OF THE WEST �I '�I m Ov PUBLIC ROAD RIGFT-OF-WAY AND THE SOUTH 1/2 OF THE WEST 6 ACRES o' 229 LF 36" RCP 6 ACRES PROPOSED SINGLE STORY o z m THEREOF. N o� N =z a NOT INCLUDED ( ) CBS RESIDENCE o (� fT! � o��Ns4� WELL. & SEPTIC 100'+ FROM SUBJECT PROPERTY FINISHED FLOOR � "' SUBJECT PARCEL CONTAINS 2.989 ACRES (130,186 SQUARE FEET), MORE OR zx V o� h ELEVATION = 30.00' o m I z LESS. Q 3 LLJ zi z J POND - % ^ o I N BENCHMARK I o SET MAG NAIL IN FENCE POST m� 0 m ADDRESS: (#TBD) CARLTON ROAD, PORT ST, LUCIE, FLORIDA 34987 m`_-- r m `_ EDGE OF WATER Li 75.00' I 1 hAry O x r)'h4''� o A x I^ (LB8O98) LEV =25 33' CA N T r Iv N 1— o o 1 9J "� (TIME OF SURVEY) 1, q a o a h S88'54 17 W -__-- - -- 790.8 I xh�6 X �nh 0.18' EAST m m ,� ,3A �,, 0.66' SOUTH'.. NORTH 1/2 OF THE SW 1/4 OF THE NW 1/4 o z 0 V) a ^ h - — - - PROPOSED DRAIN 6 a FIELD IN 3,143 5 h (O.R.B. 3937 PG. 2476) Q }t x,yah^� x v �j SQUARE FEET OF �, o-� rn z �n m `$' (NOT INCLUDED) m N h 36`)':� 2 ?�°s S U D E C T P A R C E L UNOBSTRUCTED ��� h �, o U,-x`� DIRT PAD (VACANT) SE CORNER OF THE w:. h fir, ` 1. SEPTIC AREA c 0 U , AVERAGE ,� N 1/2 OF THE SW 1/4 w p �� i o SEPTIC TANK INV.. / �ELEV.=2570' = i I Nv.=ls.sa h' �^ 0 - OF THE NW 1/4 SEC. 3 I- h' h EL = 24 40' tP 6 N O iL O I I oh h n (SEE NOTE. 12),'' d` X —" h1. ry�� ro NI o N P I I h� o/ SILT FENCE hh i n�6x Z o 662.14' X' X�_ — gyp__ —° Q — — — — — — — — — c,+ m O o O — v �- I -- ----- — _"..— / - _.. _ --_ _ ) �9AX ,xhypa o.60.00' �'�z W > 2ja 2491 o SOUTH LINE OF THE NORTH 1/2 OF THE S.�UTHWEST i 4 OF THE PIORTHWf_Sf 1 4 OFSECf10N U-�/-36 (BASED GN �CCTic"JA.L BP�AKnOWf1 rn v z �9 $� o� 4' WIRE FENCE E� j �I,, SOUTH HALF OF THE WEST 6 ACRES h I O� - I h� C/L SWALE qh CONTAINNING 2.989t ACRES C� N� �- INV.=19.72 LESS cRc EX ^_�"--- p. ryes N he,^$ ° 23.03 41 LF 12" HDPE C x�� x`L X J x o r x ^ wv.-,ssz X� EXISTING DIRT DRIVEWAY 3b — BENCHMARK y 2'ati`' '- - 0 -ryy 3. 4a� x_ 1 FOUND MIN ROAD w i'N ~! X�O2151 ry� -- - -- - -- - _ - ---_ --- - _- � - =-_- -- --qs -- ��o 0 FND 1 2 IR ELEV.=24:48' o :m 2 �w - -- --_ - Y-�-a- - f� 2$ -N.� S 54 17 ( ) 38 46 No ID 9 91W o 8'ary - a -- _ �- z� a w rye. yh 3o ry6 a, p8 88 WEST(D) C 4431.57'(D)(C) ( ) d n l e ^pry^a� F -y 9 `°� 2WE5T(D) ?s h1. �p a. �s ry s� SE7 5/8" IR S88°54'17"W 0.13' I J ZL�sa9� >I n 9a h SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE Ioc! j ? TOP OF SWALE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON OCCUPATION) 4' WIRE FENCE N FND 1 j2" IR /NO ID) TOE O/L SWALE o > 11 1 UNPLATTED ACREAGE (0 S88°54'17"W 0.20' TOE OF SWALE S88 54 17 W(C) 790.81 (C) (VACANT) SEC_ CENTER OF (SEE NOTE 10) ( W. 1/4 COR: - - - G 3-37-38 - - - - LSSE EE NOTE 10) - - - - - - - - - - - _ S. LINE OF THE SIN 1/4 OF THE NW 1/4 OF SECTION 3-37=38 - - - N88°21'17"E EAST -WEST QUARTER SECTION LINE OF SECTION 3-37-38 2659.84' SURVEYOR'S !MOTES 1) .THE LAST DATE OF FIELD WORK WAS JULY 8, 2017. 2) OVERALL PARCEL CONTAINS 2.989 ACRES (130,186 SQUARE FEET), MORE OR LESS. 3) DESCRIPTION SHOWN HEREON WAS WRITTEN BY THE SURVEYOR BASED UPON DEEDS OF RECORD ACCORDING THE SAINT LUCIE PROPERTY " APPRAISER AT THE TIME OF SURVEY AND ENTIRELY ENCOMPASSES THOSE RECORD DEEDS SHOWN ON THE BOUNDARY MAP. MATTERS OF RECORD SHOWN WERE TAKEN FROM LOCAL SURVEYS AND PLATS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S,. DEED RESTRICTIONS, OR MURPHY ACT DEEDS. THIS INFORMATION SHOULD BE OBTAINED THROUGH APPROPRIATE TITLE VERIFICATION. NO TITLE COMMITMENT WAS FURNISHED TO THE SURVEYOR. 4) COORDINATES AND BEARINGS SHOWN HERON ARE BASED UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE PROJECTION PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF, 5) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION _X-, BY THE FEDERAL EMERGENCY MANAGEMENT LEGEND AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO167 J, EFFECTIVE DATE: FEBRUARY 16, 2012 (P) PLAT DATA (COMMUNITY. PANEL. NO. 120285-UNINCORPORATED ST. LUCIE COUNTY, FLORIDA). (C) CALCULATED FROM FIELD MEASUREMENTS 6) SUBSURFACE UTILITIES, FOUNDATIONS AND OTHER IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY HOWEVER, UNDERGROUND EL . ELEVATION UG AT&T UNDERGROUND AT&T WATER BACKFLOW PREVENTOR.PIPELINES WERE TAKEN IN PART FROM DESIGN PLANS BY CULPEPPER R: TERPENING,INC. (D) DEED CONC CONCRETE R/W RIGHT OF 'WAY DRAINAGE MANHOLE AND GROUND TRUTHED TO THE EXTENT POSSIBLE 3ASED ON SURFACE OBSERVATIONS. P.O0.,BB. . POINT OF BEGINNING SSQ. P.POINT OF COMMENCEMENT Q. CABLE TELEVISION A/C AIR CONDITIONING (3) SANITARY MANHOLE 7) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED. TO MORE CLEARLY ILLUSTRATE THE SQUARE CBS CONCRETE BLOCK STRUCTURE H AND HOLE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND P.O.T. POINT OF TANGENCY - FTFEET WM WATER MAIN HSAND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE . / L.B. LICENSED BUSINESS .INFO. INFORMATION FM FORCE MAIN FIBER OPTICS JUNCTION BOX IMPROVEMENTS, OVER. THE SCALED POSITIONS PRM PERMANENT REFERENCE MONUMENT. P.U. PUBLIC UTILITY EASEMENT E ELECTRICAL JUNCTION BOX 10) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS. R C 5 8" IRON ROD & CAP STAMPED °LB7673„ TOB. TOP OF BANK D.E DRAINAGE EASEMENT CABLE TV JUNCTION BOX. ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. SECTION LINES AND MONUMENTATION / / -0HU OVERHEAD UTILITIES U.E UTILITY EASEMENT © SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS SURVEYS AND HISTORICAL SECTIONAL C.M. CONCRETE MONUMENT SV SANITARY VALVE CENTERLINE `c9 WOOD POWER POLE INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINCE THE ORIGINAL DELINEATION OR RESOLUTION, OF THE SECTIONAL IR IRON ROD GV GAS VALVE R PROPERTY LINE JZ CONCRETE POWER POLE 0. R. B. OFFICIAL RECORDS BOOK WV WATER VALVE SURVEY. PB PLAT BOOK IR IRRIGATION No. NUMBER 9 SIGN AT AERIAL IMAGES, IF SHOWN WERE TAKEN FROM THE LAND BOUNDARY INFORMATION SYSTEM "CABINS' PER THE CURRENT YEAR AVAILABLE PG PAGE ►� VALVE TYP TYPICAL � SANITARY CLEAN OUT AT THE .TIME OF SURVEY, FND FOUND N NORTHING (OR NORTH) 12) INVERT ELEVATION OF SEPTIC IS BASED ON HEALTH DEPARTMENT PERMIT COMMENTS. CENTRAL ANGLE FIRE HYDRANT STA STATION E EASTING (OR EAST) 13) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE R RADIUS O/S OFF SET ,�,-I--, SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH, L ARC LENGTH © PHONE MANHOLE N.A.V.D. NORTH AMERICAN VERTICAL DATUM DRAINAGE STRUCTURE UNDERSIGNED CB CHORD BEARING M N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM D MAIL BOX 14) REVISION$ SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. CD CHORD DISTANCE ® MONITORING WELL F.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION LIGHT POLE 15) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR f' UGE - UNDERGROUND ELECTRIC ® WATER METER CCR CERTIFIED CORNER REPORT AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERINP, DESIGN L # NUMBER MM MAINTENANCE MAP .ASPHALT PAVEMENT AND CONSTRUOTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE MICHAEL T. OWEN TBD TO BE DETERMINED INV INVERT P.ID. PARCEL IDENTIFICATION NUMBER O EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS CONCRETE PAVEMENT SURVEY wvgyb- PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION #5556 PROPOSED wz SINGLE STORY �} o CBS RESIDENCE Ka oa F.F. ELEV. F$p o r aC�E C'6t71�Y s7' g&k-g{4G DEf x> HOUSE DETAIL. P'=30' DEC 19 2017 P`B"Asl-fii°9 G St. Lurie CoLli-1 . FL SIGNATURE DATE: rnR.s--.3n5 E l l=- F V 1� rt S-'i 6-3 1� 33 34 NW COR. SEC. 3 4/ END 5/8" IRC (CARTER & ASSOC) I I NW CORNER OF THE N 1/2 OF SW 1/4 OF NW 1/4 SEC. 3-37-38 — I N89"08'59"E 2656.09' - — - - -- - - F THE NORTHWEST 1 4 OF SECTION 3-37-38 - - -- - - - - - - - - - - —� NORTH LINE 0 / N. 1/4 COR. SEC. 3-37-38 (SEE NOTE 10) GRAPHIC. SCALE 60 0 30 60 110 240 1 I ah - 60 h N88"45'07"E- - NORTH LINE OF fHE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON SECTIONAL BREAKDOWN) 1 SAINT LUCIE COUNTY, FLORIDA THWEST m 5 z VICINITY MAP z a > z ~ z r _ O O ¢ - - 1/4 OF THE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON OCCUPATION) o x 0 0 1 O w J fn } 0 Q U) U. N a - - - -- - NORTH LINE OF T'iE NORTH 1/2 OF THE SOU NO SCALE 000 0 END 4"x 4" CM (NO ID) 588'54'17"W 0.17' mw L E S S E X CIE P T P A R C_E E I� a°' INV.=19.44 Cnn � z SET 5/8 IR r� XeA'�- .� o UNPLATTED. ACREAGE (LB8098) (OCCUPIED -SINGLE FAMILY RESIDENCE) rl�2Zg.;s � DESCRIPTION: END 1/2" IR (No ID) Nae'4s'o7"E(c) _ — — — — — PER OFFICIAL RECORDS BOOK 3899, PAGE 116 IF saa s4'17"w o.34' EAST(D) s9o.aa'(c) 897.72'(D) — — — — — - — — EAST(D) 431.38'(D) 431.31'(C) ( )JL " Naa'4 97 F, ,00.,oz — — — — — — — — — 790.85'(C) P.O.B. (/) THE SOUTH ONE HALF OF THE WEST 6 ACRES OF THE FOLLOWING DESCRIBED d4; - w3_`.,=' O.R.B. 3937 PG. 2476 O PARCEL: END 5/8" IR (LB8098) O a I °DO THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF r o t�, 1 ° � 0° SECTION 3, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, �I z z Oi �I FLORIDA, LESS THE NORTH 354.47.FEET AND THE WEST 100.00 FEET FOR JE,Ld O _ PROPOSED SINGLE STORY 6' PUBLIC ROAD RIGHT-OF-WAY AND THE SOUTH 1/2 OF THE WEST 6 ACRES z �w o CD w NORTH HALF OF THE WEST 6 ACRES CBS RESIDENCE of z THEREOF, 229 LF 36" RCP 0 o o" (NOT INCLUDED) (FINISHED FLOOR ELEVATION WI A � FIT 0 o NWE! & SEPTIC 100'+ FROM SUBJECT PROPERTY _ a SUBJECT PARCEL CONTAINS 2.989 ACRES 130,186 SQUARE FEET , MORE OR z TO BE DETERMINED BY ST. ^ ( ) 0 cf) \_ Nw LUCIE COUNTY BUILDING m LESS. z - LU zz 0- DEPARTMENT) N Lf 3: V)LL n , POND /, q> BENCHMARK CJ ADDRESS: (#TBD) CARLTON ROAD, PORT ST, LUCIE, FLORIDA 34987 Q z . r.:I! ,I •�, � 1 p xti� M m SET MAG NAIL IN FENCE POST C1J w O m m = -A _- EDGE OF WATER 7$.OD' 1 o A Xry�� a ELE V. 925.33' N c.+ -'� r " ° o o > n 2,. i r A h 0.18' EAST -E r*t 5885417 W MEOESREY, ti �mm 790.81 ti N O�� r ° Ati _ _ o .. w 2. 'xti 0.66' SOUTH NORTH 1/7. OF THE SW 1/4 OF THE NW 1/4 zo (O.R.B. 3937 PG: 2476) �`° v' ti al °� m (NOT INCLUDED) Imo. x x PROPOSED SEPTIC % ° ° N 1/2 OF THE SW 1/4 �i o Q 3 E XC ry �ti -"— `��',� f n C �\ F- TANK IN 3,143 / ti •�°', X o-_�,X'P DIRT PAD cO (VACANT) SE CORNER OF THE m a, `' ° S U BJ E C T P A R C L_ L SQUARE FEET OF ' rn o cn AVERAGE z CO `+N' �� ��'m �? s o UNOBSTRUCTED w v .' ELEV,=25.70' OF THE NW 1/4 SEC. 3 �� INV.=19.94 5� e^ 0 SEPTIC SPACE /� - - m ro 0 0 CU I c x Xti 0 r o n 662.14' «��O SILT FENCE tih q' tia�° Z o ;I O J O I d 9.' - -._ -__ _.-._._—. __ - - - --- p _ x-� -�?-- - N o�, ___ _ __ - — — — ��crloNnL BRFP DowN-_ �ao � O ; _ .8 (BASED OIJ ' °,fix 11 x 60.00' Ov. 11 C C 2 F— 2> I d SOUTH UIVE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF T E NJI-',WES', 1/4 OF SECTION 3 3/ ', �� SOUTH HALF OF THE WEST 6 ACRES �a. CD ° - I �v g x- 9`�x lI , 4' WIRE FENCE '> m 13 WEs ;"10 00' I ti l T C/L SWALE CONTAINNING 2.989f ACRES {I m 6? O 5_ _, o LESS & EX d 6 INV.=19.72 -_._ rya�4`a SAS 2�3.03.-X 41 LF 12° HDPE x,� L'', xG'b 2V, x9'b� �! vv d° i °9 nine, Q wv.-,9.sz EXISTING X' DIRT DRIVEWAY �s F l -- -- -- - BENCHMARK ti d z xryti. �,°ti' _�^—�� .� — .,�, ti—ti`--'< �s — e s -� -- _ z O.Q °G- ^ r -7>> n -(�) FND 1 2" IR / FOUND MAG NAIL. eft. w� 21ax2�51 ae _ S _— — — _ --- — —�n -a,�_— -- ---'^� — �2;�o JU J`t 17 W(C) 438.`i-6 / ___/// N ROAD --------- — — ws —3--ram °o �s# a� za. ti6`� (NO ID ELEV.=24.48' — .,� -,�--.-,oa— _ — ,°—_ rd°' -- z, -,� r a — — _,o.-s 5 s e ti ti 3o ti% d 8 WEST(D) 431.57'(D) ) ti� . 9_ ,a - 2°2s WES I',D) �� �° titi' ' ti ti 5 Is �8" IR > 'a S88"54'17' W 0.13' 2, a S �Lti8098 w a Cn .9 R +�.eq,�� t 0 0 1,U wj Lto ry. `s 94 SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE ° zl TOP OF SWALE NORTHWEST 1/4 OF SECTION 3-37-38 (BASED ON OCCUPATION) 4' WIRE FENCE HOUSE DETAIL 0 00 IFND TOE OF SWALE UNPLATTED ACREAGE 1"=30' 00 N S88°54'127"W (0.020'D) TOE/OFSWALE SWALE S88°-')4 17 W(C) 790.81 (C) (VACANT) CENTER OF SEC. 3-37-38 1 I ZSE 1/4 COR. C. 3-37-38 (SEE NOTE 10) (SEE NOTE 10) � >0oc. 3-37-38 —2659.84' �" w S. LINE OF THE SW 1/4 OF THE NW 1/4 OF SECTION — _ — — — — — 7°E EAST -WEST QUARTER SECTION LINE OF SECTION 3-37-3a - N88°21 1 U) U _ MIN. SETBACK REQ. FRONT EQ ' o SIDES ot� w CNR SIDES REAR Sf Z zNG,_ SURVEYOR'S NOTES TECH. 1) THE LAST DATE OF FIELD WORK WAS JULY 8, 2017. a 2) OVERALL PARCEL CONTAINS 2.989 ACRES (130,186 SQUARE FEET), MORE OR LESS. z 3) DESCRIPTION SHOWN HEREON WAS WRITTEN BY THE SURVEYOR BASE) UPON DEEDS OF RECORD ACCORDING THE SAINT LUCIE PROPERTY APPRAISER AT THE TIME OF SURVEY AND ENTIRELY ENCOMPASSES THOSE RECORD DEEDS SHOWN ON THE BOUNDARY MAP. MATTERS OF _ RECORD SHOWN WERE TAKEN FROM LOCAL SURVEYS AND PLATS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR o RIGHTS -OF -WAY, EASEMENTS OF RECORD; OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, OR MURPHY ACT DEEDS. THIS INFORMATION F SHOULD BE OBTAINED THROUGH APPROPRIA-iE TITLE VERIFICATION. NO 1FELE COMMITMENT WAS FURNISHED TO THE SURVEYOR. _ w 4) COORDINATES AND BEARINGS SHOWN HERON ARE BASED UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE: PROJECTION w PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY a FEET AND DECIMAL PARTS THEREOF. - z LEGEND 5) .DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X", BY THE FEDERAL EMERGENCY MArIAGEMENT (P) PLAT DATA AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO167.J, EFFECTIVE DATE: FEBRUARY 16, 2012. o (C) CALCULATED FROM FIELD MEASUREMENTS EL ELEVATION UG AT&T UNDERGROUND A'i&T - WATER BACKFLOW PREVENTOR (COMMUNITY PANEL NO. 120285-UNINCORPORATED ST. LUCIE COUNTY, FLORIDA), (D) DEED CONC CONCRETE R/W RIGHT OF WAY 6) SUBSURFACE UTILITIES, FOUNDATIONS AND OTHER IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY HOWEVER, UNDERGROUND z POINT OF COMMENCEMENT A/C AIR CONDITIONIN(; D DRAINAGE MANHOLE PIPELINES WERE TAKEN IN PART FROM DESIGN PLANS BY CULPEPPER & TERPENING, INC. P.o.C: CATV CABLE TELEVISION CBS CONCRETE BLOC[, STRUCTURE SANITARY MANHOLE AND GROUND TRUTHED TO THE EXTENT POSSIBLE BASED ON SURFACE OBSERVATIONS. w P.O.B. P.O.T. POINT OF BEGINNING OF TANGENCY so. SQUARE WM WATER MAIN 0 HAND HOLE 7)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE 0 L.B. .POINT LICENSED BUSINESS FT. FEET FM FORCE MAIN F FIBER OPTICS JUNCTION BOX RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE / o PRM PERMANENT REFERENCE MONUMENT INFO. INFORMATION P.U. PUBLIC UTILITY EASEMENT E ELECTRICAL JUNCTION BOX IMPROVEMENTS; OVER THE. SCALED POSITIONS. • 0 IR/C 5/8" IRON ROD & CAP STAMPED "LB7673" CHU OVERHEAD UTOR TOP OF TTILITIES DE DRAINAGE EASEW;=NT © CABLE TV JUNCTION BOX. 10) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE hd(JT LISTED AS w C.M. CONCRETE MONUMENT SV SANITARY VALVE U.E UTILITY EASEMEN? `� WOOD POWER POLE ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. SECTION LINES AND MONUMENTATION IR IRON ROD GV GAS VALVE CENTERLINE CONCRETE POWER POLE SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS SURVEYS AND HISTORICAL SEC110NAL F O.R.B. OFFICIAL RECORDS BOOK WV WATER VALVE R PROPERTY LINE INFORMATION, SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINCE THE ORIGINAL DELINEATION OR RESOLUTION, OF THE SECTIONAL PB PLAT BOOK IR IRRIGATION Na. TYF' NUMBER TYPICAL O SIGN SANITARY CLEAN OUT SURVEY. _ PG PAGE p�/ VALVE FLU FOUND N NORTHING (OR NORTH) , 11 AERIAL IMAGES, IF SHOWN WERE TAKEN FROM THE LAND BOUNDARY INFORMATION SYSTEM "LABINS" PER THE CURRENT YEAR AVAILABLE r- LL CENTRAL ANGLE bpo FIRE HYDRANT STATION E G (OR EAST AT THE TIME OF SURVEY. w 0 R RADIUS PHONE MANHOLE O 5 O/ / OFF SET � DRAINAGE STRUCTURE DRAIN 12 THE SURVEY E ) MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OP. DEVELOPED BY THE 0 L ARC LENGTH P � N A.V.D. NORTH AM ERICA! VERTICAL DATUM UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. � r CB CHORD BEARING M N Cq.V.D. NATIONAL GEODEIIC VERTICAL DATUM 0 MAIL BOX 13) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. w CD CHORD DISTANCE MONITORING WELL F. D,O.T. FLORIDA DEPARTMENT OF TRANSPORTATION LIGHT POLE 14) REPRODUCTIQHS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR UGE UNDERGROUND ELECTRIC ® WATER METER CCU CERTIFIED CORNER REPORT AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN # NUMBER MINI MAINTENANCE M P ASPHALT PAVEMENT AND CONSTRUCT16N, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE 0 TBD TO BE DETERMINED P.10. PARCEL IDENTIFI(:ATION NUMBER CONCRETE PAVEMENT EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS m SURVEY INVALID. MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION #5556 17 C) o'- � z 0 v w F— MICHAEL T. 01A FE I PSM #5556 FDOH in Si. Lucie County Environmental Health 1E, SUITE 201 Site Plan Approved for Construction 10250 SW VILLAGE PARKWAY Supersedes All Previous Site Plans for PORT ST. LUCIE, FL 34987 OSTQS *-7w--fir-I t ?� & VWell # 772-462-2455 ®ate: Reviewe . /�- 1 S NATURE DATE: JOB #S-16-305 a Planning & Development Services Department F? Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: CHANCEY RESIDENCE Project Address: CARLTON RD. FORT PIERCE, FL Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open 3. Risk Category: _ I X II III IV Exposure Category: _ B X C - D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 It Roof Pitch: s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 1S'MRH, clearly label on all plan openings): 19'3 19.3 19.3 33.6 33.6 N/A Zone 1: _30.7 Zone 2: _53.5 Zone 3: 79.1 Zone 4: _36.4 Zone 5: _44.9 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes_Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth, Paul Welch Inc. ON PLAN 11/9/2017 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL_ Company Name & Address SLCCDV Form #020-12 Revised 3/15/12 (JS) Y,.., Planning & Development Services Department o Building & Regulations Division Product Review Affidavit I uilding Permit # Owners Name Applicant: _ NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5) RESIDENCE LOCATED 1N NEGLIGIBLE WEATHERING. AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS. PLUMBING NOTES: 1) ALL WORK SHALL BE 1N ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. 00 LAV WC �V\ \ 3„ I VTR 2„ 3„ W..M. I111-0 AoTv F: yc'W! I 3" 2" I VTR LAV 3„ SHOWER 2' 2" 3„� WC 3" ttact�:�:ant Ta Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of A Product Pressures Desl n Pressure i j�- °-Q ,e+ 6.. p C? ICJR Number %^ �" a �i r! rt ,` 57.7IZ, .� 7 Type M(%A�( o 14 K I ,/,s}•• ^�tN _ �.-nwsr=.� T.eli�c+�r�� / d4T ilt.t_ rNsi6.[tntC'$ "n(%4"MIN, Windows 'G.?k` E'i-k='k"'�F / s Mullions Fixed Glass Block Glass Skylights i I SlidingblassDoors SwingT eDoors French Doors .�. Gk Lc�a /i PI %Cnr "I"�' " � r'!AS(72� GASi '' dPa u?tfa � n L*� ?�,er trti G l ltQ�,I� I f4d 1.7 0 "� < ��T hlP .!-rnFdsl (o`/! o,C, i/4.,x I'/q."MINr tM73eD "j'.f�•PGo�-S "C �..� �'. o, t, ANr /Z) -ZAal S GF Pf dd6-&7/NG P Garage Doors Hurricane Protection r I - I r+dr "(A'(LR (�^- t.>t-a Roof Ventilation Roofing Material`) I have reviewed the above components or cladding and I have approved their use in this structure. 'these products provide adequate resistance to the wind loads and forces specified by current code provisions. PAUL WELCH P.E. Signature: ON PLAN Name: Design Praf: PAUL WELCH P.E.', Cert. No. 29945 Date: N7 2" KITCHEN 3„ SINK 3" 2" 111 VTR LAV EXTERIOR DOOR SCHEDULE 1� 3068 HALF LIGHT W/BLIND 6068 W/GRIDS FULL LIGHT W/BLINDS 3058 SOLID 2 I I VTR 2" \ Vim. 3„ WC 3" LAV LAV 2„ LAV 2» AREA CALCULATIONS 2472 sq.ft. Living Area 132 sq.ft. Front Porch Area 179 sq.ft. Rear Porch Area 2783 sq.ft. Total Area I I TdESE PLANS AND ALL PROPOSED WORK . ARE ANY CORRECTIONS EBYFCT IELD ALL MANUFACTURES LABLES SHOWING REQUIRE INSPECTORS THAT U FACTORS AND SHGC COMPLIANCE MAY EE NECESSARY IN ORDER TO .. WITH FBC ENERGY CODE MUST WtTH ALL APPLICABLE CODES. REMAIN ON ALL DOORS AND WINDOWS .UNTIL INSPECTIONS. ARE APPROVED ... _. ... PII1r 1: ti G'fl1 i �7 0; . ;-7 ST• LLCr. rnr: RIZI n, C T,"'tclrtx BFV'IE13ED FOR L REVIEWED 1 - DATE L� PLANs� Almli PEFIiIIT MI ST BE Kr PT ON. JOB NO INSPECTION WILL BE MADE. TRITE TREATMENT REQUIRED OR OW. -I —a" 3-1N" 3'-1 j~� 9 �_.�; .', COMPRESSOR PAD TO BE 4" BIGGER THAN THE UNIT ON ALL SIDES, AND AT THE SAME ELEVATION AS THE FLOOR SLAB. 18" SEPARATION FROM WALL AND SECURED TO SLAB WITH 2"x2" ANGLES WITH 3/8" BOLTS TO UNIT AND 1/4" TAPCON WITH MIN. EMBED OF 1 3/4" 5� e ci 0.00 1—J 18„ N J U- z L:l O Lu LLJ �!M f— _z K,C LJJ un U 6 z . z 0 U _ S - — FLOOR PLAN Scale: 1/4" 1' 0" 77 VIIE l PA U1. WELCH CH INC. MtCHAN/CAL ELECTRICAL, CIVIL ENC J !P DER/NG I98Af S w. HIL TMORE 5T. SUITE # f f,4 PORTS: ; LUCIE, FL: 3498,4 PHO 141E (772) 7859888E AfAIL PIWELCHINCPAOL.COl1-?PAUL 14/EL CI-!, P. E f�LA REG No. 29945 32'-6" 19' CAST—CRETE LINTEL SCHEDULE k-- 1„4 �t 1— 4 3„ _ 4'-8,, 3'-4" 3COL: D5 Door W2 Ire —cast 1 _.H ffMTMTMM7Mr NUMBER LENGHT TYPE SAVE GRAVITY LOAD APPL'D GRAVITY LOAD UPLIFTLIFT SAVEFA�P LOADD DLINTEL 5 Rebar 1 T 1 B PLP < 1000 PLr PLr <500 PLr W1 3'-6" 8F16 63 3547 W2 4'-6" 8F16 2931 2724 W3 7'-6" 8F16 2632 1634 D4 4'-6" 8RF14 2992 2525 D5 4'-6" BF16 2931 2724 Ds 7'-6" 8RF14 2459 1462 878 0 DD C7D DD COL " 2' Recess F1 U H 0 r`lCC COL. nl o ,n U I H i '_� 1 wi 8.-1.. �A 2�' COL 9,, _ 4" fG7 flod 2,-1�„ W.M. 124 /-0 1 4 it 8 Door U H M Q 12x12 Column DETAIL „A„ 001 "` GRF 1245 —_ —_ — — — — COL. —9 5 245 W.H. 1905 U FI 0 o COL. I Oa 2,-35."-..,n.an� 2'-9' 4'-8 I 16 nrn y>Qx.,r - U H darrF-r-c Co t r �Z.cz N DETAIL M DOWEL SCHEDULE IMF F1� ..- o �� - 12" col block See Detail "A" 12" col block r, 8RF14 8F16 COL pre -cast H B Window COL. U; COL. F poured sill I COL. H;H "F1 "a TYPICAL BLOCK WORK AT OPENINGS o aF3I Varies 4„ © U—BLK. 00 F8� 0 6'-61„ I 4„ �, 6 I H—BLK 6'-9 A.F.F. 3'—g" 6'-24„ 9'-8' u 8'-5' 4 36' FA 6'-9" A.F.F. 36" i w2 ;,, SECTION —B J +5912 GRE — — +4569 W3 D6 3.5" _ _ _ _ ❑Wfl 0 ❑ F3 0 ❑ ❑ 151 Door ❑ - � —3827 = , flag _ _ —3109 F1 MGT F3 — — — —MGT Anchor Starter dowels see detail M h to O see detail M @ 36"footers _ BEAM CHART Uplift @ Support Uplift @ Column MARK OPENING LBR. SIZE PLF A 11'-3" (2) 2X12 NO. 2 S.Y.P. 131 500# 500# B 7' (2) 2X12 NO. 2 S.Y.P. 180 558# 558# i CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS UPLIFT SIMPSON MODEL CONNECTOR UPLIFT FASTENER QUNTITY, SIZE & LENGHT NUMBER ALL Beam(wood) 500# H6 950# 8-8d ALL WALL (ces) 1669# MAX HETA20 1810# 9-10d X 1 1/2" UPLIFT A5—A9 WALL (css) 1975# 2—HETA20 2035# 10-10d X 1 1/2" B1-82 REAR MAX 5 PER STRAP ORB PORCH UPLIFT GRE WALL(css) 3827# MGT 3965# 22-10d X 1 1/2" (1) 5/8" Bolt, 12" Embed GRG 3671# into beam Beam(wood) WALL (ces) 500# HUC410 1810# 8-1/4" x 2 3/4' Titen @ CMU Wall, 10-10d @ Beam Beam(waod> Column 500# HETA 20 810# 9-10d X 1 1/2" w/3#5 Beam A w/2#5 Beam A ❑ � See Detail "A" F8F_ — — — — — — — — — — — m cv ( 0c� FB to ,have a 30" _ 36" I I U) N leg.00 -- cli T I T 16" co " 36" I F1 � I Q m 0 0:� Q a FA F1I 10 _00--- P El T 00 SIN 10'-48„ I I A.H.U. 2-04 3 —� F4 Fl Js - — — 4„ n „ 1 IEj . co 16n 1L 4n 4 0 °� 4"Recess I N p cv 36" vNm FA 2#5 8" 78 L— -F1— C u — I — I —F3 — — — — — — — 16" M - 8 Thickend edge 3„ F2 I N ° 3„ " 0 $ p ❑ ❑ 0 p 0 Door p 0 0 ❑ - - 6210 GRG 4502 84 4'-88 Wi 3.5" W3 -3671 —2951 F1 F4 I D4 MGT Anchor m I I - I see detail M MGT F1 .see detail M - cc o I , See Detail »A" i i� F3 36',I; _ N L „ 00 m „ n 1 See Detail "A,. j — — 0 1 -00 3�.J �4 4 6, Beam A I F1 Beam A Co 16„ - ------ ------ 1 I h I - 4" 2#5 2#J 12" col block I 10'-7" I 12" col block F1 16 16' w/3#5 Iw/2#5 L———————— — — — —-j I I I F I I I 10 DO O F1 ❑ ❑ - F3 W3 1„I 3„ 1„ 3 1„ 3„ 7'-8" 2'-34 3 -64 3.-4„ 5'-14 6'-2.4» 7'-64 1 6'-24 9'-7" FOOTING SCHEDULE in,-? H35 SH TEMP. OBS_-- - - - - - - --- - I- - _- - - - -- L LEFT SIDE ELEVATION Scale: 1/4" - Hrruty ut�)JUJ\j NKLSSURES (PSF) MARK I E ZONE ZONE N O N H 1 10 33.6 -36.4 33.6 -44.9 2 15 33.5 -36.3 33.5 44.8 3 20 33.4 -36.2 33.4 -44.6 4 25 33.3 -36.1 33.3 -44.4 5 30 33.2 -36.1 33.2 -44.2 6 35 33.1 36.0 33.1 44.1 7 40 33.0 -35.9 33.0 -43.9 8 110 31.8 -34.7 31.8 41.5 25 SH O . Electric Meter Utility m 0 n .ELECTRICAL NOTES _ ®ucNilT 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) WM DRY. 2011 EDITION. l} 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING VIYY FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY W.H. Closet HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED Closet TO BE HIGH-EFFACY LAMPS) Q 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE110VW/BATTERY BACK UP- ARC FAULT CIRCUIT 8'-1" Ceiling _ 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- ri VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, 1 _ GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF ' Covered Porch - - - _ I Fan EDGE OF ANY SINK. - I 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN l0' OF ALL f n / , Light BEDROOMS. ® ® I � � / 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. + [_ 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. VIP s.D. I po' s.D. Bed Room # 5 � Gn .0 2-25 SHWP I O 1 eraLn hh 6068 Fr. Door ,}{� l� 4Y H FP$L I 2 #4/0 ALUM. Bed Room # 4 1 #3/0 ALUM. - , Master Bed Room MAY 2" PVC � ,a , I 8'-1" Ceiling W/3 #4/0 CU4 2 1/2" INC 8'-1" Ceiling TV FanFan AC TV 111Z= 200L ght 1 6' i/ I it {f} - - Light DISC PANEL '4 BARE CU. I , e S.D. (10 \ II I I O GRTOUND TO 5/8"X20' RE -BAR � I Desk i /] � I EMBEDDED IN FOUNDATION (UPPER GROUND) \ � -69- 1 � r BOND SERVICE W/ # 4 CU WIRE TO 5/8" A.H.U. Compressor O S �3�3 �+ I Linen DIA x 8' CU GROUND ROD , - ClosetDisconnect" Hall A.C. Pad ELECTR!C LOAD CALCULATIONS I D.W GF1®FAN F GENERAL LIGHTING 2472 SQ.FT. @ 3 W/SQ. FT.= 7416 WATTS ® - 7 I / ®u T APPLIANCES 3 @ 150OW------- - - - - -- 4500 O v I , ` _. S.D. REF. 1200 Closet Closet I Lay. Lay. D.W..----------------- - - - - -- 1500 � CHIME I � Hood � I "s. -+ o W.H: 4500 i I I w � ze I p GM cFl RANGE OVEN - - - - - - - - - -- 7500 - _ 1500 I r DRYER — — — — — — — — — — — —— S.D. _ PUMP _ _ I O v 1500 1500 cFl Ln SPARE - - - - - - - - - - - - - - - - - - - - - -- :---- 1200 J 35,816 ®FAN I I', ' \ \ \ � Fan Light Z - O FIRST 10,000 W @ 100% = 10,000 � BALANCE @ 40% 10,000 - M Bed Room # u� AC @ 100% 10,000 h 3 _ Y Dining - I 8'-1" Ceiling �� V TOTAL 30,326 - - - - J E*L �a2 33,326 = 240 V = 126.4 AMPS Q S.D. El o o O l V o D.B. I WP 2-25 SH II 11 O cC i Covered Porch � � 3: J FanKI Light Bed Room # 2 SIIEET HOMER - O PA UL. WELCH INC AfEtHANICAL 5LSC77?ICAL CIVIL ENGINEERING ELECTRICAL PLAN Sale: 1 /4" _ 1._a' 198 S W BILrAIORE.S7. SUITE# 1 LAX jPORT S7 L UCIE, FL 34984 PHONk-(772)785,,9888 E-MAIL FWELCH1NC 6)AOL.COAI PAUL Vl/L"LCI I P.E FLAREGNO. 29J451a WALL FINIS{ / INSULATION NOTES STRUCTURAL NOTES 1) INTERIOR TO BEV? DRYWALL FINISH. 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 318" 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). LONG, 19/64" HEAD, 0.098" DIAMETER, 1'/." LONG, ANNULAR -RINGED; 5D 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 15/64" HEAD; OR GYPSUM BOARD COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI NAIL, 0.086" DIAMETER, 1. 5/8" LONG, 9/32" BEAD) SPACED AT 7" O.C. FOR NAILS COMPRESSIVE STRENGTH AT 28 DAYS. AND 12" O.C. FOR SCREWS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE 3) WALLS AT TUB / SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' FOOTINGS: 3" BEAMS: 1 'h" SUSPENDED SLABS: 1 Y:" ` RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 &FRC 702.4.2). NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE NOT GREATER THAN 450. PRESSURE TREATED. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO CLASSIFICATION OF NOT GREATER THAN 200. INSTALATION OF HARDWARE IS NOT PERMITED. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO PRACTICIES, THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL 10) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS COMPLY WITH SECTION FRC316. SHALL HAVE 8" BEARING. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL 1:1) PROVIDE # 5 CORNER BARS \N/ 30" MIN. LAP SPLICE FOR BOND BEAM. -'- - Z'_ BOTTOM CORD OF CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 12) EXTERIOR CEILING AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE I I TRUSS 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN STUCCO OVER WIRELATH W/ Il GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH K J Y^ I� /�" DRYWALL (WALLS 114STALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 FRAMING MEMBER). \ - AND CLG) 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH II GA. 2" OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING LONG NAILS WITH 3/8" 0 HEAD @ 61' O.C. OVER (2) LAYERS OF (15# FELT OR ``• ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL TYVAK BUILDING WRAPOVER 19/32" CDX PLYWOOD WITH IOD NAILS TO 2 X 4 WD TOP PLATE OR SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 STUDS @ 6" O.C. PERIMETER AND FIELD. `....„_....,_. . T - ] /i" 3C 3 5/8"METAL WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER RUNNER WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EQUAL TO THE NU.M13ER OF PLIES OPTHE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. _ ENERGY CONSERVATION NOTES — -- - - ----- - 2,X. 4 WOOD STUDS @ 24„ 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 0.C, ENERGY CONSERVATION RESIDENTIAL. E "- ' ........ — -- _ OR I '/z" X 3 5/8" METAL 2) CEILINGS WITH ATTIC SPACES SHALL BE INSULATED WITH R-38INSULATION. STUDS @ 24" O.C. 3) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, '/2" DRYWALL BOTH A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE SIDES (SEE WALL FINISH PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM — NOTES FOR WALLS SPILLING INTO THE LIVING SPACE. 4) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR ADJACENT TO SIIOWER' LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH AND TUB) R402.4.4. 5) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH. R402.4.1.2 2X4 P.T. WOOD BOT`l'. 6) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR - PLATE INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND ✓ OR I ''/i" X 3 5/8" METAL SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE �/ RUNNER W/ T"APCONS TESTED LISTED AND LABELED IN ACCORDANCE WITH R402,4.3. �' 24" O.C. 7) . CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FRC 2014 ENERGY CONSERVATION R401.3. y " L _Orf>,. _ - CONC. FLOOR TYPICAL INTERIOR NON-BRG. WALL DETAIL nts... SHINGLE ROOFING OVER 30# SliINGLE ROOFING OVER 30# ROOF FELT ON 19/32" CDX ROOT7 ?BELT ON 19/32" CDX PLYWOOD ROOF SHEATHING %—� PLYWI)OD ROOFSHEATI-IIDIG ' \Vl"I"li 8D RING-31TAN11, NAILS PER. f`/ WFTH 8D RING -SHANK NAILS PER --.-- DE'I'i-VL DETAIL PRE- ENGINEERED :WOOD TRUSSES PRE- ENGTNI ERE:D WOOD TRUSSES @ 24" O.C.,(Iv1A7(: SPACING) ' � r � t@r 24" O.C. (MAJ - SPACING) . \ . V D'IPS'ON" STRAP PER TRUSS I "S:I!!•1PSON" STRAP PER TRUSS "SI CONNECTOR / COTTIJECTOR SCH. R-30INSULAFIONW+- \> . i' t (. i�`METAL FLASHING (DRIP EDGE) _ f/'—g pV METAL FLASHING (DRIP EDGE) —. _._..�... r DRYWALL (C'EI.LIN(j)� (1 ROW) '/�" DRYVPALL (CEILING) — 1 1 X 6 CEDAR FASCIA OVER 8"X8" CONTINUOUS CONCRETE 1 X 6 CEDAR FASCIA OVER _ 2X4 WOOD SUB -FASCIA 2X4 WOOD SUI I -FASCIA. BEAM BLOCKW/ (I ) 45 BARIN F_ (1 ROW) (3000 PSI) CONC. FILLED EACH Gl"L" n3 ! ,:, , �� � yv .igNa araw;, a 8"X8" CONTINUOUS CONCRETE _ STUCCO SOFFLI" PER ST UCl O SOI'FIT Pl R LLJ BEAM BLOCKW/ (1) - #5 BAR IN SOFFIT' DETAIL. 8" PRECAS LIN"FEE W/ (1)-#S BAR SOFFIT I:T DETAIL O (3000 PSI) CONC. FILLED EACH CELL- IN (3000 PSI) CONCRETE FILLED CELL w — 45 REBAJI W/ 90 DEGREE HOOK AT ALL DOOR AN WINDO'W 0 --'—` #5 REVAR W/ 90 DEGTtEF, [TOOK CAI V 1 - .8" PR:ECAS LINTEL W/ (1) #5 BAR OPENINGS (SEE LINTEL SCH. FOR IN (3000 PSI) CONCRETE F1:LLED CF,LL I ____—____8'":XII �CI6" CUSICI2J"s'l'E BLOC:[,. MORE INFURbLAT'ION) 8 k8".'±i16" CONCRETE BLUCK, AT ALL DOOR AND WINDOW I _ (MASONRY) (MASONRY) z OPENINGS (SEE LINTEL SOIL FOR V DRYWALL (W,'T L)1— #5 VET RFBAR I:TI (3000 PSI) MORE INFORMATION) \ #5 VFR . REBAR IN (3000 PSI) - UJ CONCRETE .FILLED) CELL JX2 FIRRING c@r 16" OR 24" O.C. CONCRETE FILLED CELL Q ROUGH BLOCK --.__ ._ .___.— \ (SEC PLAN FOR LOCATIONS) I (SEE P1,AN FOR LOCAT.IOl IS) z z -- - -- 5'1.'1.1f,C0 1'1N:ISEIC F1 FOIL INSULATION -------_—�— .- —"- STUCCO FINISH � Q I - #5 REBAIi W/ 3f)" D41N. LAP SPLICE —' #_, REEILAR W/ 3O" MIN. LAP SPLICE (� V —/— VAKItfr i• Igr=i(rrn; t�flC'dgh3 ti e,F, 1 2500 P$I CONC. Fo (TNDAT.ION (2500 PSI) CONY . FUU1d JAI 'JON IfI1 ( ) r x.er« Idg I`4 14�7' f SEE. PLAN FOR SIZES AND III \6rs � p . F . 12 SEE I'I.A[ T FOR SIZES AND \ cATTON �,DCC J1 S s' r-� _. _ _ -, l//, 4t N I>PrlFvld.�,f15i: e • LL-_ FINISI3FJ) GRADE �a PINISI LED GRADE --.__ _.. TYPICAL WALL SECTION ,.....,.�_. �I1L .. oils . ....::.... :... '�'�'� ICAL 'TAIL SECTION � T� #5 ITV FULLY CROU iI D ADJACENT iO GARAGE_ DOOR OPENING AS SHOWIJ ......... .Ns.$ "s ...rs• In b4. m;;1;t _„±..: •.F _. - STUCCO CEMENT EINISFi -- : b ... j' FILLED CELL_ AT ,IAMB BLOCI' (FrP) - CMU WATER RESISTAN CO • 1 ATING (SEE WATERPROOFING NOTE #I) —1x3 F .T. WOOD FIRRING ALL (3) SIDES CONTINUOUS V ,. 2x6 P.T. (SYP) WOOD JAMB FASTENED 3: , S WOOD TRIM ( ,S. 301) 1111 11 K'81 � BOLT EQUAL 3 EXPANSION AIJ CHOR (OR ) W/ 7_ SOUARF WASHER SPACED OTC)" O.C. MAX.' i ' __ pT. WOOD BUCK WI TI I c CAL. AJ C PFR, WATERPROOFINGAPPLY PERIMETER SEALANT CAULK..—� BE-WEERED _f0 MASONRYPER BUCK & WINDOW FRAME JCIO _WATERPROOFING_ ATTACHMEIII NOTE. STEEL / .L- SEE- r LL TRACT, FJ��AC:I,CT., 10 RG FAST ( NOTE �/�) I_.IJCCI TO WOOD 2xG.BUCK w/ PER GARAGE DOOR : _. MANLI`I ACIIIRLIZ S SPECIFICA11ONS OR SEE r WAIERPR 10FIIIc NOTE /16 ( AS IIOTEI7 BELOW) ,.. 11011 RESIS FANJ FCAS111140 ' OI GF _. CI S_U LC�LI.,> E IILI',_I f3UC1( PER WATERPROOFING tJOlE 2 ANCHOR DOOR IT AI I ] _AI )i_IZ TU 2x BUCK , , . 11 III 7' 'I HIGH I DOOR: 7 .5, :, „•� ., , , - , .; z , ( ) iu x I ,y LONG, CORROSION RCSS S1RIC.1 ACCORDANCF WITH MAHUF I HEX HEAD LAG Sr _ S S. I TAN I J .FACT JRC S F RODUC F APPROVAL RCW, .;I ACCL) PER I>1Ai^Il.IfACT(IRER'S INSIALLAHON h LC)C IREMUJ I ,. INSTALLATION 1IIS'FRUC T10Lig, L4�11 - --_— - - - --- -SLIDING SCALE: IJ.T S _.— GLASS DOOR, BUGI� DE i J�,IL. SCALE: iJ.(.S. CON I IiUOUS P_OAA T IS1UCCC CEMENT ENTERIOR AIR INISI AND WATER SrAi_. —_ LAS FC-HERS AS REQUIRED ED BY 41IIDUVV MAIJUFAufl)RT_R *� WATERPROOFING IJOTE /fF. _ CORROSION s, , — I [RESISTANT TANII TLASHINC, PER W- C r Al-ATLI RRJJI IfIC CMU WATER RESISTANT COA- FII LC.IJ CCI_E JAMB BLOCK TYP J ) NG ( ) I C IL //7_ ...MARBLE SILL --i (SEE WATERPROOFING N07E .1):. I - - •; a' � � CALLI< SEAM AT WINDOW IIJSTAI_LATIOIJ p, (SEE WATERPROOFING NOTE J/5) a z o MORTAR OR GROIN IFI CMU WATER RESISTANT COATINIG (SEE WATERPROOFING NOTE .I .a.n. Ix") P.l WOOD FIRRII'^IG ALL 3 SIDES ( ) I SET SILL III FULL MOR TAR BED) ,p n , .�` C01'JTIPJI101JS _ :.. Wool) TRIM DRYWALL — I 2 LL " 1A STDCGO OR DECO IZATIVE CEMEIJ T lIOUS COATING CORROSION RESISTANT FLASHING—-- •, PER WATERPROOFING NOTE #2 / 8 C m.IJ, WOOD D11C:1< WI H I SEALANT PER VJATERPROOFII'JG NOTE //h AND ANCHORED TO �\__ :. / MASONRY PER BUCK ATFACHMENI N016: 31 FURITIIJG TO MASONRY WAIL APPLY PERIMETER SEALANT CAULr<--J BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE //5) \ ---SEE WATERPROOFIVIG NOTE //r, 4 r �— ANCHOR DOOR JAMB READER -TO MASONRY IN STRICT ACCORDANCE WITIJ MANUFACTURE'S PRODOCT APPROVAL. IIJS FALLATION REQUIREMENTS. k-- PRECAST CONCRETE WIND RESISTANT FU.1.'dli — SIT-1. AS MANUFACTI.IRERD BY CAST—UREfL 7 (OR EQUAL) XTERIOR DOOR BUCK DETAkf l --- -- PBEC-AST CONCRETE WINDi W IL L—C T�II SCALE: N.T.S. SCALE: N.I.S. WATERPROOFING NOTES., 1- PRIOR TO BUCK INSTALI_ALOII TREAT 111E MASONRY SF_Al_ THE ASUJR'f OPENING WI III A CI•,IU WATER RESISFAP•I1' C'OA1IP'JG TO NIL WINDOW /DOOR OAVITY' TO PREVENT IT FROM ABSORB STUCCO CEMENT i=LATISH COALING SHALL ING WATER, THE CM1-1 WATER RG_SISiANT LL BE APPLIED 114 ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. TH, APPLICALION OF THE CMU WATER RESITANi COAFIND SHALL INCLUDE - - ,, IC > OPENING � �, IC (,I_l UE THE E.IJIIRL .,URROf.11JD OF THE ;v f ENING (SILLS.'JAMBS, HEAD) AND RETURN WALLS OF THE OP I,(' - FILLED CELL At JAMB BLOCK (TYP) (.MU ,,AiER RESISTAN EN II C3 MINIMUM LAC,II DIRLCTIOPI. ALL CI,4U WATER RESISTANT COATING y 1 COATINGS SHALL_ BE: INSTALLED PRIOR .TO BUCK IIISTAL_I_A11C S (SEE WATERPROOFING NOTE //1) 2. INSTAL.I_, 13UCKS 50 THAT THERE ARE NO EDGE GAPS EXCEEDING 1 U' BETVVFEN B 1C'' AND MASONRY. ` 3. RR CORROSION BL1CI< INSTALLATION APPLY ' CORROSION RESISTANT FLASHING—� a, Y ..,/C1" NOMINAL. DIAMETER BEAD OF S , THE MASONRY TO PREVENT H- - EALAIIi BL',1WP:.EiI iIII:. BUC:I< AND PER WATERPROOFING NOTE #2 0. 1 C PASS OF LIQUID BEHIND :FI c. 1>0 F.1. WOOD P-IRRING ALL 3 SIDES CONTINU) Imo' � . END OF THE WOOD BUCKS [HE Bl_JU,. COMI'I:ETELY SEAL THE ENTIRE ( ) C l AiJ: WITH SEALANT F 10 RESTRIC;'i 111E PASSAGE OF LI(IUID 'h I l ' RO 1GI THE C,UT END., —> D THE ENTIRE EXTERIOR FACE AND RETURN SURFACE O r APPLIED WATER R F 711E Bll_.fC TALL. BE COATED 4VITI1 A LJC UIC) [RESISTIVE COALING / SEALANT. Lu u APPLY PERIMETER SEALANT CAULK O _ 4. PROVIDE_ PAN c I— � � —SEE WATER PROOFINIG NOTE 6 AI FI_ASIZINC. AT FILL OF WINDOW AND ) O'-� G G St G ' B1-11NEEfJ BUCK �)c WINDOW FRAME. \, '- i/ SLOPED IIJ' A MA LOOK F Ci,JIN >S. PAN FLASHING ,HALL L;E SEALED OR , MANNER 10 DIRECT WATER 10 THE SURI`ACE OF = r _SIS � I 111E LXTLRIJIt WATER RL ,I � LIVE HARRIER - (SEE WATERPROOFING NOTE #5) �— ` : SUBSEQUENT DRAINAGE. INCORPO ET, FOR p ZATF PAIL FLA$111NG AF HEAD AND SILL AS WELL. 1='AFI F �" - P.-I W) SE BE CORROSION RESTS FAN F OP I , LA.,IIING SHALL V COD BIJU< WITH SEALANT PER ( T ONAL IJOT REQUIRED TF IiL=M/1-,3 III3lALLEC)). w WAIFRPROOFIHC HOFF #4 AND ANCHORED TO. r ���'�•� �. I�USTTAC-MENT NOTE. PROVIDE Coll INUOOE SEALANT OH WINDOW W / DOOR FZAidES A[ ALL PERIMETER ON FRONT UJASONIRIPER BIC< AEEAh AND BACK SURFACE PRIOR O WINDOW DOOR INSTALLATION, Z f— NJn1.E L. cc 6. .AFTER WINDOW DOOR z — ATIC;N _ / )1 INSTALLATION PROVIDE FOAMRUCK TOR WINDOW FRAME 10 MASONRY IN STRICT IIIE SC.ALAIJI OETWEChI TIIC BllClt OR PRECAST WINDOW FRAME SHOULD BE COMP WINDOW DOOR ; T - ( JI_I_. AND . Q LCTLY SCAIf_D ACC,ORUAIJCE_ I � �' -' / L) ENSURE_ A WAIT_R RL-SISIAfdi INTERIOR AI _ - WITH MAlll1FA(, IIIRL S PRODUC F R SEAL. AROl.Jf1U 1111. ENTIRE PERIMEIEIt. V% FRAME TIIC BUCK IN NO INSTANCE SI'IALL. THE APPROVAL. IIISTALL.ATIQIJ iZEQUIREMENTS. ,ZLIAIIG THE BUCK FRAME OVERHANG BUCK ATTAQIIMENT_ Z O t—, FOR 1 X BUCKS .ATTACH 'TO CMD YVALL Wlll_I _ J 71 WINDOW I"Ip1C?Et 1 ANDJAMBS /A� g` ��Ag y x 1 _I c — f 1IM1l1 1 1 __ U i . TAIL /� SONG CASE I IAIRDE14ED COIL NAILS A F 11" FROM ENDS AND I L O.0 SCALE: N.T.S. 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O-C. OR I/'T" X 1 ..1/2y 1APCONS AT 1" FROM ENDS AND 12 O.C. FOR _2 X BUCKS ATTACH TO CMU WALL WITH- 2 114" LOIJG.CASE HARDENED COIL HAILS AT q" FROM ENDS AND 12" O.C., OR 216 X 2 1/4-" TAPCONS AT 4" FROM ENDS AND 12 O.C. 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. 0 DOUBLE 1 X BUCTCS A FE�CIi FIRST LOURS TO CM 1 WALL WIl"1 I:_ 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C: OR 3/16" X 1 1/2" TAPCO14S AT 4" FROM ENDS AND 12" O.C. OR . a. 1/4" X 1 1/2" TAPGONS AT 4" FROM ENDS AND 12 O-C: ATTACH SECOND COURS 10 CMIJ WALL 1 IRll _ - sNi''Er LdWJBER FIRST CQURSE WITH: 2 1/4" LONG CASE HARDEiFD CC)IL NAILS AT .4 FROM FNDS Alin 1'7" r n r-s x r rr r rr.rr nil- - L Denotes Hanger TYPE LOCATION HUS26 ALL CONNECTOR SCHEDULE TRUSS BEARING TRUSS SIMPSON FASTENER ID POINT UPLIFT MODEL T QUNTITY, SIZE & LENGHT NUMBER FCON:NECTOR ALL Beam(waod) 500# H6 8-8d ALL WALL (ces) 1669# MAX HETA20 1810# 9-10d X 1 112" UPLIFT A5—A9 WALL (ces) 1975# 2-HETA20 2035# 10-10d X 1 1/2" 31-132 REAR MAX 5 PER STRAP GRB PORCH UPLIFT GRE WALL (ces) 3827# MGT 3965# 22-10d X 1 1�2" (1) 5/8" Bolt, 12° Embed GRG 3671# into beam Beam(wood) WALL(ms) 500# HUC410 1810# 8-1/4" x 2 3/4' Titen @ CMU Wdll, 10-10d @ Beam Beam(wood) COIUmn 500# HETA 20 1810# 9-10d X 1 1/2" 5/8" I " Truss 4 75;, 18 3Olt LA DETAIL M (Bolt location) 2X4 FOOD VERTICAL SUPPORT AT 8'-0" O.C. MAX 2X4 WOOD CONTINUOUS AT ALL LEVEL RETURNS OR AREAS OPEN TO ATTIC SPACE ALUM. DRIP EDGE FASCIA PER WALL SECT ALUMINUM FASCIA TRIM a STAPLES WITH i" LONG LEGS AND I/16" o (16 GAUGE) m AT 7" O.C. ' I ,STAPLES WITH I" LONG LEGS AND 1/I6" (16 GAUGE) m AT 7" O.C. VENTED VINYL SOFFIT (158) CONTINUOUS "F" CHANNEL WITH CASE HARDENED "T" OR STUB NAILS 0.097" m INDICATES LOAD BEARING WALL �� 4 x- X 5/8" LONG AT 24" O.C. TO CMU WALL / REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1 SOFFIT DETAIL nts... ABOVE FINISHED FLOOR AS PER FL#17673.1 MNFG: PLY GEM SIIDING GROUP DESIGN PRESSURE +/- 62.9PSF _ ACTURERS INSTALLATION OTE: SEE TO MANADDITIONAL INFORMATION INSTRUCTIONS FOIE Co CD m r7 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coverage PANEL FASTENER: #9-15 X (1 '/2") WOODSCRF,W, HEX -HEAD W/ NEOPRENE WASHER AT THE RIBS OF THE PANEL, (3/16" MINIMUM PENETRATION THROUGH THE PLYWOOD). ALL FASTENERS TO BE CORROSION RESISTANT, FASTENERS SHALL BE INSTALLED WITH SCREWS SPACI3D PER BELOW: ZONE 1, 2, &3 : SCREW SPACING 6" O.C. AND 6" O.C. ACROSS PANEL AT PANEL ENDS ROOFING ATTACHMENT nts... PER FL# 17443.1 DP:-129.25 METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALE, BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), ITASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION, FLASFING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORAANCE WITH FL# 17443.1 AND F'BC 2014. SAVE- 3 2 \ 3 n 31 2 z w 6 2 d 3 J7 EAVE J J7 � — .— — ROOF SHEATHING NAII.iriG ZONE >�Is... "A"5 FEET 1- 2 71 J7 (TYPICAL GMUNCROOFPLAN ITAN M-" Lu U ZONE ROOF SHEATHING ATTACHNIENT REQUIREMENTS . w J7 0 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ( ) 0 LL3 _ z0 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD Fj- J7 ® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD Q VA LLI cn J7 NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING z f GRG FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC303.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. z O MGT > c 1i'-6„ R GRC U J5 rn J3 J1 r—L r - `- ✓9 - I own SIIEICT NUMBER PA UL, WE"L. CH INC "—:7CHAN/CAC, ELECTRICAL CIVIL 5NGyvEE'R/NG 198,4 5. W 61LTMORE Sr, SUITE # I I' PHONE (" PORT 57 . LUCIE, FL 3498>4 �172)785 9888 Eh1AIL PWELLC.'HINC@A0L.COA4 GAOL N/EL CH, P.E`. FLA REGNO. ,29945 EXTERIOR DOOR SCHEDULE 3068 HALF LIGHT W/BLIND O2 6068 W/GRIDS FULL LIGHT W/BLINDS 3068 SOLID A. PLAN Scale: 1 /4"